Document:

exv10w1

Exhibit 10.1

(Confidential Portions Omitted)

Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

AIA Document A111 – 1997

Standard Form of Agreement between Owner and Contractor where the basis for payment is the
COST OF THE WORK PLUS A FEE with a negotiated Guaranteed Maximum Price.

AGREEMENT made as of the 7th day of April in the year 2010

(In words, indicate day, month and year)

BETWEEN the Owner:

(Name, address and other information)

HF
Logistics-SKX T1, LLC

14225 Corporate Way

Moreno Valley, California 92553

and the Contractor:

(Name, address and other information)

J. D. Diffenbaugh, Inc.

6865 Airport Drive

Riverside, California 92504

The Project is:

(Name and location)

Highland Fairview Corporate Park

Skechers Distribution Center

29800 Eucalyptus Avenue

Rancho Belago, California 92555

The Architect is:

(Name, address and other information)

“Vertical Architect”:

HPA, Inc.

18831 Bardeen Avenue, Suite 100

Irvine, California 92612

“Civil Engineer”:

RBF Consulting

14725 Alton Parkway

Irvine, Ca 92618

(949) 855-5716

“Landscape Architect”:

Mission Landscape Architecture

16361 Scientific Way

Irvine, CA 92618

(949) 224-0044

Page 1 of 24

 

Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

As used in the Contract Documents, the term “Architect” shall mean and refer to either (1) the
Vertical Architect to the extent the rights and obligations of the Architect relate to the vertical
improvements for the Project, (2) the Civil Engineer to the extent the rights and obligations of
the Architect relate to the site work for the Project, (3) the Landscape Architect to the extent
the rights and obligations of the Architect relate to landscaping for the Project. If the
Contractor is unsure of which party to be contacting in a particular context, the Contractor shall
request the guidance and direction from the Owner.

The Owner and Contractor agree as follows.

ARTICLE 1 THE CONTRACT DOCUMENTS

The Contract Documents consist of this Agreement, Conditions of the Contract (General,
Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of
this Agreement, including Addendum A, Exhibits, including the Conditions of Approval from City of
Moreno Valley (“Conditions of Approval”) and the January 7, 2010 Settlement Agreement with the
Sierra Club (“Settlement Agreement”) further set out in Exhibit “G” except to the extent indicated
in the Contract Documents to be the responsibility of others, other documents listed in this
Agreement and Modifications issued after execution of this Agreement; these form the Contract, and
are as fully a part of the Contract as if attached to this Agreement or repeated herein. The
Contract represents the entire and integrated agreement between the parties hereto and supersedes
prior negotiations, representations or agreements, either written or oral. An enumeration of the
Contract Documents, other than Modifications, appears in Article 15. If anything in the other
Contract Documents is inconsistent with this Agreement, this Agreement shall govern.

ARTICLE 2 THE WORK OF THIS CONTRACT

The Contractor shall fully execute the Work described in the Contract Documents, including
but not limited to the direct scope of work of Exhibit “G” except to the extent specifically
indicated in the Contract Documents to be the responsibility of others. The Work under this
Contract shall not include the work being performed by Contractor under a separate agreement with
Owner related to the street improvements for Eucalyptus Avenue (such separate agreement being
referred to herein as the “Eucalyptus Work Agreement”). Contractor represents that it is aware of
the terms of the Conditions of Approval and terms of the Settlement Agreement and will coordinate
its Work as necessary with same. The Contract Documents shall be interpreted together and in
harmony with one another. The Contractor must call any known conflict or discrepancy to the Owner’s
attention, in writing, prior to executing this Agreement. In the case of any conflict between the
Contract Documents regarding the obligations or responsibilities of Contractor, whichever document
imposes the greater obligation on the Contractor shall be controlling.

ARTICLE 3 RELATIONSHIP OF THE PARTIES

The Contractor accepts the relationship of trust and confidence established by this Agreement
and covenants with the Owner to cooperate with the Owner and exercise the Contractor’s best skill,
efforts and judgment in furthering the interests of the Owner; to furnish efficient business
administration and supervision; to furnish at all times an adequate supply of workers and
materials; and to perform the Work in an expeditious and economical manner consistent with the
Owner’s interests. Contractor shall at all times provide an adequate work force of competent,
suitably qualified and trained personnel to survey and lay out the Work and to cause such work
force to prosecute the Work to completion in conformance with the best trade practices, free from
defects and in accordance with the requirements of the Contract Documents. The Owner agrees to
furnish and approve, in a timely manner, information required by the Contractor and to make
payments to the Contractor in accordance with the requirements of the Contract Documents.
Contractor shall provide a project team consisting of the positions and durations described in
Exhibit “C” attached hereto and incorporated herein (“Project Team”). The selection of the Project
Team shall be subject to Owner’s prior written approval. In addition, after selection of the
Project Team, Contractor shall not remove or replace any members of the Project Team, or add any
new members to the Project Team, without Owner’s prior written approval. Owner may at any time
reasonably direct

Page 2 of 24

 

Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

Contractor to replace any member of the Project Team, in which case, Contractor shall promptly
terminate such member and replace such member with a new member acceptable to Owner.

ARTICLE 4 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION

§ 4.1 The date of commencement of the Work shall be the date of this Agreement unless a
different date is stated below or provision is made for the date to be fixed in a notice to proceed
issued by the Owner.

(Insert the date of commencement, if it differs from the date of this
Agreement or, if applicable, state that the date will be fixed in a notice to proceed.)

     Date of commencement shall be fixed in a Notice to Proceed.

If, prior to commencement of the Work, the Owner requires time to file mortgages, mechanic’s liens
and other security interests, the Owner’s time requirement shall be as follows:

§ 4.2 The Contract Time shall be measured from the date of commencement. All parties to the
Contract recognize the volatility of construction materials and related commodity pricing, as well
as the urgency of the Contractor’s need to establish final pricing from Subcontractors and
Suppliers. Therefore, if the Notice to Proceed is not received by the Contractor within 15 days
of the execution of the Contract, the Owner will bear the responsibility and costs of any
documented cost escalation of materials that occur after the 15-day period. In addition, if the
Contractor is unable to lock in material prices with Subcontractors, including approval of any
material delivery constraints proffered by suppliers, due to the Owner’s delays in obtaining
approved plans or approval of subcontractors, the Owner will also bear the responsibility and costs
of any documented cost escalation of materials that result.

Contractor will perform the Work in accordance with the Construction Schedule attached hereto as
Exhibit “B” and incorporated herein. The Contract Time is specified as 334 calendar days as shown
in more detail in the Construction Schedule attached as Exhibit “B.” The Construction Schedule sets
forth the commencement date, the date of Substantial Completion (“Substantial Completion Date”),
the completion date and the starting and completion dates of various stages of the Work and shall
provide for expeditious and practicable execution of the Work. Normal holidays and weather
conditions have been accounted for within the Construction Schedule. Except as provided in Section
8.3 of the General Conditions, the Construction Schedule may not be changed. Contractor shall use a
scheduling system acceptable to Owner, which system shall employ a clearly defined critical path
for the Project. Prior to submitting each Application for Payment, Contractor will update the
Construction Schedule indicating actual progress of, a percentage of completion, and a dollar
amount applied to date for each activity listed on the Schedule of Values. Owner will review the
updated Construction Schedule and Schedule of Values, and after its approval, such updated
Construction Schedule and Schedule of Values will be used as the basis for Applications for
Payment.

Within fifteen (15) days from the date of the Notice to Proceed, Contractor shall provide Owner
with an updated detailed Construction Schedule which shall: (1) be in a detailed critical path
method (“CPM”) setting forth the dates that are crucial in ensuring the timely and orderly
completion of the Work in accordance with the requirements of the Contract Documents; (2) provide a
graphic representation of all activities and events that will occur during the performance of the
Work; (3) not exceed the time limits for completion of the Work under the Contract Documents; (4)
be reasonably satisfactory to the Architect and Owner; (5) identify float time, if any, and (6)
identify dates for major material and equipment acquisition, material purchases, the hiring of all
trades, delivery of shop drawings, Owner provided items such as FF&E, and submittals.

The Construction Schedule shall be updated and revised as of the first business day of each month
as the Work is completed, or at the reasonable request of the Owner and/or Architect, whichever is
sooner but no greater than 2x per month. A written copy of the updated Construction Schedule (not
changing the

Page 3 of 24

 

Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

Substantial Completion Date unless approved by Owner in writing in an executed Permissible
Change Order) as revised, shall be delivered to the Owner and Architect in printed form and,
if requested, also provided in electronic form (by E-mail or Compact Disk), together with the
monthly Application for Payment. Contractor shall furnish the Owner with an updated
Construction Schedule within five (5) business days of receipt of a written request. The
Contractor shall also provide the electronic files constituting the logic and scheduling of
the Construction Schedule.

The Contractor shall prepare, on at least a monthly basis, and shall deliver to Owner together with
the monthly Application for Payment, a detailed written Progress Report in a form, and of a
character, reasonably approved by Owner, which form as approved is attached hereto as Exhibit “L”.
The Progress Report shall specify, among other things, the estimated percentage of completion,
whether the Work is on schedule, and if not, the reasons therefore, and a revised completion
schedule. Each Progress Report shall also identify any and all modifications, bulletins, pending
change orders, and any other relevant issues to the construction of the Project and the status of
such issues separating critical path issues from those that are not critical path issues, and a
priority ranking for all.

Contractor shall timely prepare such additional progress reports as the Owner may reasonably
require from time to time.

Within thirty (30) days from the Notice to Proceed or upon execution of Contracts and/or Purchase
Orders with various Subcontractors/Vendors/Material Suppliers, Contractor shall provide a
Subcontractor/Vendor Subcontract and/or Purchase Order Log (see attached Exhibit “M” and Exhibit
“N” as the approved Forms) as information becomes available. Contractor shall furnish copies to the
Owner of all executed purchase orders and/or invoices relating to all materials installed, or
services performed, in connection with the Project. Contractor shall also furnish the Owner with
all executed subcontracts and purchase orders for any labor, services and/or materials to be
furnished by any subcontractor, sub-subcontractor, laborers, and/or material suppliers on the
Project and a Job Cost Report or Commitment to Estimate Variance Report detailing same as attached
in Exhibit “O”.

The Contractor shall hold weekly progress meetings with the Owner at the Project site or at such
other time and frequency as the Owner requires, which requirement shall not be unreasonable. The
Contractor shall also hold weekly progress meetings with Subcontractors at the Project site or at
such other time and frequency as the Owner requires, which requirement shall not be unreasonable.
The Owner may be present at all such progress meetings and interact with all participants. The
progress of the Work shall be recorded by the Contractor and reported in detail at each meeting
with reference to the current Construction Schedule. Subcontractors to the Contractor who are
currently performing work or whose work is scheduled to be performed in the near term shall have a
competent representative present at each meeting to report the condition of the Subcontractor’s
work and to receive information discussed at the meeting. Contractor shall issue detailed meeting
minutes, in writing, within forty-eight (48) hours or up to seventy-two (72) hours with Owner’s
prior written approval, after each progress meeting, including the names and contact information of
all participants.

As used in this Contract and elsewhere in the Contract Documents, “Substantial Completion” or
“Substantially Complete” is the stage in the progress of the Work (or the applicable phase thereof)
when (a) the Work (or the applicable phase thereof) is completed in a substantially finished
condition consistent with the Plans and Specifications and other applicable Contract Documents
sufficient for the Owner to be able to occupy and utilize the Project for its intended purpose
subject only to completion of “punch list” items that do not materially interfere with the
utilization of the Work; (b) no occupancy or other necessary permits and approvals related to the
Work (or the applicable phase thereof) are being withheld due to any failure to complete any
portion of the Work; (c) Contractor is in compliance with the payment and lien provisions of this
Agreement at the time of such Substantial Completion; (d) all temporary utilities are disconnected
if requested by the Owner; (e) Contractor has complied with all reasonable requirements of the
Owner’s construction lender regarding Substantial Completion; (f) all remaining “punch list” items
can reasonably be completed by Contractor within forty-five (45) days thereafter, subject, however,
to long lead time items

Page 4 of 24

 

Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

that must be ordered and to seasonal requirements for any landscaping and exterior work; and
(g) all systems for which Contractor is responsible are operable and the Work is habitable.

Subject to time extensions resulting from executed Change Orders issued and resolved pursuant to
the Contract Documents, Contractor shall strictly comply with, and conform to, the Construction
Schedule attached hereto and all amendments and supplements thereto, the failure of which shall
constitute a material default hereunder. Contractor may not extend the Construction Schedule
without the written approval of the Owner, as set forth in the Contract Documents, which approval
shall not be unreasonably withheld.

All Work shall be performed in an expeditious manner. TIME IS OF THE ESSENCE IN THIS
AGREEMENT.

Contractor shall work additional hours or days, as and if permitted by local ordinances and other
applicable laws as is necessary to timely complete the Work. In the event that Contractor causes a
delay to the Project, the Contractor shall be obligated to use whatever means necessary to
accelerate its work in order to make up for the delays and meet the Construction Schedule without
any cost impact to the Owner.

(Insert provisions, if any, for liquidated damages relating to failure to complete on time, or
for bonus payments for early completion of the Work.)

Liquidated damages for failure to complete the Work according to the Project Schedule shall be
assessed against Contractor at the rate of $10,000 per day for the first thirty (30) days of delay
and $20,000 per day thereafter and may, at Owner’s election, be deducted from any payment to
Contractor, including but not limited to, the Final Payment. The total liquidated damages
assessed against Contractor under this Contract and the Eucalyptus Work Agreement is limited to the
sum of (a) $1,037,978 plus (b) the amount of Contract Savings that Contractor receives or is
otherwise entitled to receive pursuant to Section 5.2.1.3 below and Section 5.2.1.3 of the A111
Document that is part of the Eucalyptus Work Agreement. The Parties agree and acknowledge that
given the nature of the circumstances and the Work to be performed it would be impracticable or
extremely difficult to fix the actual damage that would result to Owner in the event Contractor
does not perform and complete the Work according to the Project Schedule, including but not limited
to achieving Substantial Completion and Final Completion according to the Project Schedule and that
the foregoing amount of liquidated damages for Contractor’s failure to do so is reasonable at the
time of entering into this Agreement and does not constitute a penalty under California law. The
foregoing liquidated damages represent all and any damages attributable solely to a delay that
Owner would be entitled to recover in the event of actual delay to the completion of the Work that
is directly attributable to the acts or omissions on the part of the Contractor. The liquidated
damages set forth herein are intended to compensate the Owner for all damages sustained and
attributable solely to a delay including, but not limited to, any and all damages resulting from
claims asserted against the Owner by a third party that relate to delayed completion of the Work.”

ARTICLE 5 BASIS FOR PAYMENT

§ 5.1 CONTRACT SUM

§ 5.1.1 The Owner shall pay the Contractor the Contract Sum in current funds for the
Contractor’s performance of the Contract. The Contract Sum is the Cost of the Work as defined in Article 7 plus
the Contractor’s Fee.

§ 5.1.2 The Contractor’s Fee is:

“Cost of the Work Plus a Fee with a Guaranteed Maximum Price” contract for a fee of One point
Seven-Five percent (1.75%) applied to the Cost of the Work.

(State a lump sum, percentage of Cost of the Work or other provision for determining the
Contractor’s Fee, and describe the method of adjustment of the Contractor’s Fee for changes in the
Work.)

Page 5 of 24

 

Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

§ 5.2 GUARANTEED MAXIMUM PRICE

§ 5.2.1 The sum of the Cost of the Work and the Contractor’s Fee is guaranteed by the
Contractor not to exceed $[*] subject to additions and deductions by Change Order as provided in the Contract
Documents. Such maximum sum is referred to in the Contract Documents as the Guaranteed Maximum
Price or GMP. Costs which would cause the Guaranteed Maximum Price to be exceeded shall be paid by
the Contractor without reimbursement by the Owner.

(Insert specific provisions if the Contractor is to participate in any savings.)

     5.2.1.1 [intentionally deleted]

     5.2.1.2 CONTRACT SAVINGS “Contract Savings” is defined as the GMP, less the Cost of the
Work, the General Conditions as provided for in Exhibit D and the Contractor’s Fee, if any. If
such calculation yields a negative number, then the amount of savings is equal to zero. The
Contractor shall not be entitled to any portion of the Contract Savings if Owner terminates this Agreement for
cause or if Contractor terminates this Agreement for any reason prior to Substantial Completion.

     5.2.1.3 CONTRACT SAVINGS SPLIT Owner and Contractor agree to share any “Contract Savings” in the following ratio:

     Amount of Contract Savings to Owner:        75%

     Amount of Contract Savings to Contractor: 25%

The calculation of the “Contract Savings” shall occur only after Final Completion and after all
other Change Orders and extras have been fully executed. The result of the calculation shall be
included in a final Change Order called a “Final GMP Reconciliation Change Order” whereby the
amount of savings due to the Owner shall be credited against the GMP. Any savings attributable to
the Contractor shall be added to the Contractor’s Fee.

     5.2.1.4 CONTRACT PRICE:

The GMP is based upon the scope of Work required in order to construct the Work in accordance with
the Contract Documents, including but not limited to the Conditions of Approval and terms of the
Settlement Agreement as detailed in Exhibit G, all building materials purchased and erected,
mobilization, other miscellaneous costs and associated labor costs, all machinery, purchased and
erected, together with associated labor costs, all electrical, refrigeration automation controls,
wiring, and related installation labor costs, all plumbing, HVAC installation and related labor
costs, and the fire protection system and related installation labor costs, all in accordance with
and as indicated by the Contract Documents. Except for adjustments to the GMP by duly authorized
Change Order pursuant to Article 7 of the General Conditions, Contractor is obligated to build and
complete the Work in conformance with the Contract Documents. Contractor will be solely responsible
for all costs in excess of the GMP and Owner will in no event be charged or liable for amounts in
excess of the GMP as adjusted by approved, written Change Orders.

     5.2.1.5 Contractor further warrants and represents to Owner that (i) Contractor is fully
familiar with, and the GMP includes, the entire Cost of the Work associated with all of the terms,
conditions (including, without limitation, ingress and egress, traffic flow patterns, and hours of Work)
and obligations of the Contract Documents or arising under governmental requirements, including but not
limited to the Conditions of Approval and terms of the Settlement Agreement as detailed in Exhibit G, the
location and condition of the site, and the conditions under which the Work is to be performed, including
all surface conditions and characteristics and all typical subsurface conditions and characteristics that
prevail or that can be reasonably expected in the location of the site, as well as all subsurface conditions
and characteristics indicated in any reports provided by Owner to Contractor; (ii) Contractor
enters into this

 

			
	*	 	Confidential Portions Omitted and Filed Separately with the Commission.

Page 6 of 24

 

Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

Contract based upon its investigation of all of such matters; and (iii) Contractor is in no way
relying upon any opinions, statements, warranties or representations of Owner. Contractor
acknowledges that it is Contractor’s responsibility and Contractor is required, prior to entering
into this Agreement, to investigate and familiarize itself with all conditions affecting the
performance of its obligations under the Contract Documents, including, without limitation, all
governmental requirements and local practices applicable to its Work under this Agreement; the
availability and adequacy of personnel, workmen, material, supplies, equipment, power, utilities,
fuel, etc. and, with respect to each of the foregoing, the cost and suitability thereof; prevailing
weather and climatological conditions and history; and any other factor or factors which may affect
Contractor’s obligations under the Contract Documents, including, without limitation, the Work.
Contractor hereby warrants and represents to Owner that it has examined the site, investigated all
such matters, fully satisfied itself as to the nature of such conditions and characteristics and
has included the effect of all such conditions and characteristics and all Costs of the Work and
Work related thereto in the GMP. Except as provided in Paragraph 4.3.4 of the General Conditions,
Contractor further agrees that Contractor shall not be entitled to any additional payment or
additional time or any claim whatsoever resulting from the matters described in this paragraph.

     5.2.1.6 With the Owner’s consent, which consent shall not be unreasonably withheld, the
Contractor can exceed the budgeted General Conditions of the Schedule of Values in Exhibit D by up
to 10% so long as the GMP, as adjusted in accordance with the Contract Documents, is not exceeded.

§ 5.2.2 The Guaranteed Maximum Price is based on the following alternates, if any, which are
described in the Contract Documents and are hereby accepted by the Owner:

(State the numbers or other identification of accepted alternates. If decisions on other alternates
are to be made by the Owner subsequent to the execution of this Agreement, attach a schedule of
such other alternates showing the amount for each and the date when the amount expires.)

§ 5.2.2.1 The following is an alternate not included in the GMP:

	 	 	 	 	 

	Tree Removal at Sinclair
	 	$[*]	 	Plans & Specifications

§ 5.2.3 Unit prices, if any, are as follows:

	 	 	 	 	 	 	 
	Description	 	Units	 	Price ( $0.00)
	Place 4” owner supplied base
	 	Sqft	 	$	[*]	 
	 
	Place 4” contractor supplied base
	 	Sqft	 	$	[*]	 
	 
	Monthly maintenance city
landscaping
	 	Monthly	 	$	[*]	 
	 
	Six Foot (6’) Chain Link Cal-Trans
Fencing
	 	Lineal Foot	 	$	[*]	 
	 
	Polished Concrete floor W/ Exposed
aggregate
	 	Sqft	 	$	[*]	 
	 
	Saw-Cut Lines Polished Concrete
Floor
	 	Lineal Foot	 	$	[*]	 
	 
	Conduit roof penetrations for CATV
cameras @ building perimeter
	 	 	 	$	[*]	 each
	 
	Conduit & 120v power to
perimeter parking lot light poles for data
scanners
	 	 	 	$	[*]	 each
	 
	Palm Tree lighting & exterior architectural
lighting
	 	 	 	$	[*]	 each

 

			
	*	 	Confidential Portions Omitted and Filed Separately with the Commission.

Page 7 of 24

 

Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

§ 5.2.4 Allowances, if any, are as follows

(Identify and state the amounts of any allowances, and state whether they include labor, materials,
or both.)

	 	 	 	 	 	 	 
	Allowance	 	Amount ( $0.00)	 	Included items
	Left Turn Widening @ Theodore &
SR 60 off ramp
	 	$	[*]	 	 	Plans & Specifications
	 
	12” Water line West Eucalyptus
and Ironwood Pressure Reducing Station
to POC @ NW point Redlands/SR60
ramp
	 	$	[*]	 	 	Plans & Specification
	 
	Ground Sign program allowance
	 	 	 	 	 	$[*] each

§ 5.2.5 Assumptions, Clarifications and Exclusions, if any, on which the Guaranteed
Maximum Price is based, are identified in Exhibit “F”.

§ 5.2.6 To the extent that the Drawings and Specifications are anticipated to require further
development by the Architect, the Contractor has provided in the Guaranteed Maximum Price for such
further development consistent with the Contract Documents and reasonably inferable therefrom. Such
further development does not include such things as changes in scope, systems, kinds and quality of
materials, finishes or equipment, all of which, if required, shall be incorporated by Change Order.

§ 5.2.7 The parties acknowledge that the GMP has been established prior to Contractor receiving
bids from all Subcontractors for performance of the Work. As such, Contractor has provided
Allowances for certain portions of the Work identified above. Exhibit D, Schedule of Values,
contains a separate line item breakdown for each portion of the Work, including specifically
identifying those portions that are currently identified as Allowances that Contractor anticipates
will be bid out. The Schedule of Values, including Allowances, can only be changed with prior,
written approval of Owner. To reduce Allowances to sums certain, Contractor will submit all bids to
Owner for its review and approval. If Owner approves of a bid in writing, and if the amount of such
approved bid differs from the amount set forth as an Allowance above, then the GMP shall be
increased or decreased, as appropriate, by an amount equal to such difference, according to the
terms of the Contract Documents.

ARTICLE 6 CHANGES IN THE WORK

§ 6.1 Adjustments to the Guaranteed Maximum Price on account of changes in the Work may be
determined by any of the methods listed in Section 7.3.3 of AIA Document A201-1997. All references
to AIA Document A201-1997 shall include all amendments made to such document by Owner and
Contractor.

 

			
	*	 	Confidential Portions Omitted and Filed Separately with the Commission.

Page 8 of 24

 

Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

§ 6.2 In calculating adjustments to subcontracts (except those awarded with the Owner’s prior
consent on the basis of cost plus a fee), the terms “cost” and “fee” as used in Section 7.3.3.3 of
AIA Document A201-1997 shall have the meanings assigned to them in AIA Document A201-1997 and shall
not be modified by Articles 5, 7 and 8 of this Agreement. Adjustments to subcontracts awarded with
the Owner’s prior consent on the basis of cost plus a fee shall be calculated in accordance with
the terms of those subcontracts.

§ 6.3 In calculating adjustments to the Guaranteed Maximum Price, the terms “cost” and “costs” as
used in the above-referenced provisions of AIA Document A201-1997 shall mean the Cost of the Work
as defined in Article 7 of this Agreement and the terms “fee” and “a reasonable allowance for
overhead and profit” shall mean the Contractor’s Fee as defined in Section 5.1.2 of this Agreement.

ARTICLE 7 COSTS TO BE REIMBURSED

§7.1 COST OF THE WORK

The term Cost of the Work shall mean the actual costs reasonably and necessarily incurred and
ultimately paid by the Contractor in the proper performance of the Work. Such costs shall be at
rates not higher than the standard paid at the place of the Project except with prior consent of
the Owner. The Cost of the Work shall include only the items set forth in this Article 7.

§ 7.2 LABOR COSTS

§ 7.2.1 Wages of construction workers directly employed by the Contractor to perform the
construction of the Work at the site or, with the Owner’s approval, at off-site workshops. Wages of
Contractor’s personnel as identified in and to the extent of Exhibit D’s line item for General
Conditions.

§ 7.2.2 Costs paid or incurred by the Contractor for taxes, insurance, contributions, assessments
and benefits required by law or collective bargaining agreements and, for personnel not covered by
such agreements, customary benefits such as sick leave, medical and health benefits, holidays,
vacations and pensions, provided such costs are based on wages and salaries included in the Cost of
the Work under Section 7.2.1.

§7.3 SUBCONTRACT COSTS

§ 7.3.1 Payments made by the Contractor to Subcontractors in accordance with the requirements
of the subcontracts.

§ 7.4 COSTS OF MATERIALS AND EQUIPMENT INCORPORATED IN THE COMPLETED CONSTRUCTION

§ 7.4.1 Costs, including transportation and storage, of materials and equipment incorporated or to
be incorporated in the completed construction. Contractor shall cause all materials supplied for or
intended to be utilized in the construction of the Project, but not yet affixed to or incorporated
into the Project, to be stored on the Project site or at such other site as Lender and Owner may
approve, in each case with adequate safeguards to prevent loss, theft, damage or commingling with
materials for other projects. Contractor shall not purchase or order materials for delivery more
than sixty (60) days prior to the scheduled incorporation of such materials into the Project
without the prior approval of Owner and Lender, which will not be unreasonably withheld (and in
that regard, Owner and Lender shall give due consideration to expected “lead times” for any such
orders and potential cost savings resulting from early ordering of materials). No advances for
building materials or furnishings that are not yet incorporated into the Project (“stored
materials”) unless (i) Owner has good title to the stored materials and the stored materials are
components in a form ready for incorporation into the Project and will be so incorporated within a
period of one hundred twenty (120) days, (ii) the stored materials are in Owner’s possession and
satisfactorily stored on the Project site or such materials are satisfactorily stored at such other
site as Owner and Lender may approve, (iii) the stored materials are protected and insured against
theft and damage in a manner and amount satisfactory to Owner and Lender, (iv) the stored materials
have been paid for in full or will be paid for with the funds to be advanced and all lien rights
and claims of the supplier have been released or will be released upon payment with the advanced
funds, and (v) Lender has or will have upon payment with the advanced funds a perfected, first
priority security interest in the stored materials. Notwithstanding the foregoing, the aggregate
amount of advances for stored materials that have not yet been incorporated into the Project shall
not exceed THREE MILLION DOLLARS ($3,000,000.00). Any

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SKECHERS DISTRIBUTION CENTER

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Application for Payment which includes an advance for the cost of stored materials shall be
accompanied by copies of invoices for such stored materials in form and content satisfactory to
Lender. All advances for the cost of stored materials shall be on the basis of ninety percent (90%)
of the invoiced amount.

§ 7.4.2 Costs of materials described in the preceding Section 7.4.1 in excess of those actually
installed to allow for reasonable waste and spoilage. Unused excess materials, if any, shall become
the Owner’s property at the completion of the Work or, at the Owner’s option, shall be sold by the
Contractor. Any amounts realized from such sales shall be credited to the Owner as a deduction from
the Cost of the Work.

§ 7.5 COSTS OF OTHER MATERIALS AND EQUIPMENT, TEMPORARY FACILITIES AND RELATED ITEMS

§ 7.5.1 Costs, including transportation and storage, installation, maintenance, dismantling and
removal of materials, supplies, temporary facilities, machinery, equipment, and hand tools not
customarily owned by construction workers, that are provided by the Contractor at the site and
fully consumed in the performance of the Work; and cost (less salvage value) of such items if not
fully consumed, whether sold to others or retained by the Contractor. Cost for items previously
used by the Contractor shall mean fair market value.

§ 7.5.2 Rental charges for temporary facilities, machinery, equipment, trucks and autos (including
auto allowance) and hand tools not customarily owned by construction workers that are provided by
the Contractor at the site, whether rented from the Contractor or others, and costs of
transportation, installation, gas, fuel, oil, minor repairs and replacements, dismantling and
removal thereof. Rates and quantities of equipment rented shall be subject to the Owner’s prior
approval. In cases where the equipment is owned by Contractor and “rented” to the project under
this paragraph, Contractor’s monthly rental rates shall not exceed 85% of the fair market rental
rate for the same, or similar, equipment. Additionally, in no case shall the cumulative rental
charges to the project exceed 90% of the fair market value of any one piece of equipment.

§ 7.5.3 Costs of removal of debris from the site and interim and final site cleanup.

§ 7.5.4 Costs of document reproductions, facsimile transmissions and long-distance telephone calls,
postage and parcel delivery charges, telephone service at the site and reasonable petty cash
expenses of the site office.

§ 7.5.5 That portion of the reasonable expenses of the Contractor’s personnel incurred while
traveling outside of area of Southern California known as the Inland Empire in discharge of duties
connected with the Work only if approved in advance and in writing by Owner.

§ 7.5.6 Costs of materials and equipment suitably stored off the site at a mutually acceptable
location, if approved in advance by the Owner.

§ 7.6 MISCELLANEOUS COSTS

§ 7.6.1 That portion of insurance and bond premiums, including subcontractor performance and
payment bonds that can be directly attributed to this Contract, but only if approved in writing in
advance by Owner, in which case Owner and Lender will be named as additional Obligees. The Owner
must also approve in writing of the bond form used.

§ 7.6.2 Sales, use or similar taxes imposed by a governmental authority that are related to the
Work.

§ 7.6.3 Fees and assessments for the building permit and for other permits, licenses and
inspections for which the Contractor is required by the Contract Documents to pay.

§ 7.6.4 Fees of laboratories for tests required by the Contract Documents, except those related to
defective or nonconforming Work for which reimbursement is excluded by Section 13.5.3 of AIA
Document A201-1997 or other provisions of the Contract Documents, and which do not fall within the
scope of Section 7.7.3.

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§ 7.6.5 Royalties and license fees paid for the use of a particular design, process or product
required by the Contract Documents; the cost of defending suits or claims for infringement of
patent rights arising from such requirement of the Contract Documents; and payments made in
accordance with legal judgments against the Contractor resulting from such suits or claims and
payments of settlements made with the Owner’s consent. However, such costs of legal defenses,
judgments and settlements shall not be included in the calculation of the Contractor’s Fee or
subject to the Guaranteed Maximum Price. If such royalties, fees and costs are excluded by the last
sentence of Section 3.17.1 of AIA Document A201-1997 or other provisions of the Contract Documents,
then they shall not be included in the Cost of the Work.

§ 7.6.6 Data processing costs related to the Work.

§ 7.6.7 Deposits lost for causes other than the Contractor’s negligence or failure to fulfill
a specific responsibility to the Owner as set forth in the Contract Documents.

§ 7.6.8 When Contractor is directed in writing by Owner to take any action for which the Contractor
believes legal, mediation and/or arbitration costs, including attorneys’ fees, other than those
arising from disputes between the Owner and Contractor or Contractor and a subcontractor, or anyone
directly or indirectly employed by them, will be reasonably necessary and reasonably incurred by
the Contractor in the performance of the Work, the Contractor must notify the Owner in advance of
same and obtain the Owner’s prior written approval; which approval shall not be unreasonably
withheld.

§ 7.6.9 Expenses incurred in accordance with the Contractor’s standard personnel policy for
relocation and temporary living allowances of personnel required for the Work, if approved by the
Owner.

§ 7.7 OTHER COSTS AND EMERGENCIES

§ 7.7.1 Other costs incurred in the performance of the Work if and to the extent approved in
advance in writing by the Owner.

§ 7.7.2 Costs due to emergencies incurred in taking action to prevent threatened damage, injury or
loss in case of an emergency affecting the safety of persons and property, as provided in Section
10.6 of AIA Document A201-1997.

§ 7.7.3 Costs of repairing or correcting damaged or nonconforming Work executed by the Contractor,
Subcontractors or suppliers, provided that such damaged or nonconforming Work was not caused by
negligence or failure to fulfill a specific responsibility of the Contractor and only to the extent
that the cost of repair or correction is not recoverable by the Contractor from insurance,
sureties, Subcontractors or suppliers.

§ 7.8 RELATED PARTY TRANSACTIONS

§ 7.8.1 For purposes of Section 7.8, the term “related party” shall mean a parent,
subsidiary, affiliate or other entity having common ownership or management with the Contractor; any entity in which any
stockholder in, or management employee of, the Contractor owns any interest in excess of ten
percent in the aggregate; or any person or entity which has the right to control the business or affairs of
the Contractor. The term “related party” includes any member of the immediate family of any person
identified above.

§ 7.8.2 If any of the costs to be reimbursed arise from a transaction between the Contractor and a
related party, the Contractor shall notify the Owner of the specific nature of the contemplated
transaction, including the identity of the related party and the anticipated cost to be incurred,
before any such transaction is consummated or cost incurred. If the Owner, after such notification,
authorizes the proposed transaction, then the cost incurred shall be included as a cost to be
reimbursed, and the Contractor shall procure the Work, equipment, goods or service from the related
party, as a Subcontractor, according to the terms of Article 10. If the Owner fails to authorize
the transaction, the Contractor shall procure the Work,

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equipment, goods or service from some person or entity other than a related party according to the
terms of Article 10.

ARTICLE 8 COSTS NOT TO BE REIMBURSED

§ 8.1 The Cost of the Work shall not include:

§ 8.1.1 Salaries and other compensation of the Contractor’s personnel stationed at the Contractor’s
principal office or offices other than the site office, except as specifically provided in Section
7.2 or as may be provided in Article 14.

§ 8.1.2 Expenses of the Contractor’s principal office and offices other than the site office.

§ 8.1.3 Overhead and general expenses, except as may be expressly included in General
Conditions as provided for in Exhibit D.

§ 8.1.4 The Contractor’s capital expenses, including interest on the Contractor’s capital employed
for the Work.

§ 8.1.5 Rental costs of machinery and equipment, except as specifically provided in Section 7.5.2.

§ 8.1.6 Except as provided in Section 7.7.3 of this Agreement, Costs due to defective Work, the
negligence or failure to fulfill a specific responsibility of the Contractor, Subcontractors and
suppliers or anyone directly or indirectly employed by any of them or for whose acts any of them
may be liable.

§ 8.1.7 Any cost not specifically and expressly described in Article 7.

§ 8.1.8 Costs, other than costs included in Change Orders approved by the Owner, that would
cause the Guaranteed Maximum Price to be exceeded.

§ 8.1.9 Any other costs compensated by payment of the General Conditions as provided for in Exhibit
D.

§ 8.1.10 Any attorneys’ fees or costs, except as allowed by Article 7.6.8 and except that
attorney’s fees incurred by the Contractor for the purpose of Contract negotiation will be
reimbursable, provided that such reimbursement is facilitated by Project cost savings and does not
require that the GMP be exceeded to do so.

ARTICLE 9 DISCOUNTS, REBATES AND REFUNDS

§ 9.1 Cash discounts obtained on payments made by the Contractor shall accrue to the Owner if
(1) before making the payment, the Contractor included them in an Application for Payment and
received payment therefor from the Owner, or (2) the Owner has deposited funds with the Contractor
with which to make payments; otherwise, cash discounts shall accrue to the Contractor; provided,
however, Contractor will deliver notice of potential discounts, rebates, or refunds at least 10
days in advance to fund such amounts. Trade discounts, rebates, refunds and amounts received from
sales of surplus materials and equipment shall accrue to the Owner, and the Contractor shall make
provisions so that they can be secured.

§ 9.2 Amounts that accrue to the Owner in accordance with the provisions of Section 9.1 shall be
credited to the Owner as a deduction from the Cost of the Work.

ARTICLE 10 SUBCONTRACTS AND OTHER AGREEMENTS

§ 10.1 Those portions of the Work that the Contractor does not customarily perform with the
Contractor’s own personnel shall be performed under subcontracts or by other appropriate agreements
with the Contractor. The Owner may designate specific persons or entities from whom the Contractor
shall obtain bids. The Contractor shall obtain bids from Subcontractors and from suppliers of
materials or equipment fabricated especially for the Work and shall deliver such bids to the Owner.
The Owner shall then

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determine, with the advice of the Contractor and the Architect, which bids will be accepted. The
Contractor shall not be required to contract with anyone to whom the Contractor has reasonable
objection.

§ 10.2 If a specific bidder among those whose bids are delivered by the Contractor to the Owner (1)
is recommended to the Owner by the Contractor; (2) is qualified to perform that portion of the
Work; and (3) has submitted a bid that conforms to the requirements of the Contract Documents
without reservations or exceptions, but the Owner requires that another bid be accepted, then the
Contractor may require that a Change Order be issued to adjust the Guaranteed Maximum Price by the
difference between the bid of the person or entity recommended to the Owner by the Contractor and
the amount of the subcontract or other agreement actually signed with the person or entity
designated by the Owner.

§ 10.3 Subcontracts or other agreements shall conform to all requirements and obligations of the
Work and Contract Documents, including but not limited to the Conditions of Approval and terms of
the Settlement Agreement as detailed in Exhibit G, indemnity obligations, insurance obligations and
the applicable payment provisions of this Agreement, and shall not be awarded on the basis of cost
plus a fee without the prior consent of the Owner. Contractor shall provide Owner with names and
addresses of all Subcontractors, Sub-subcontractors and material suppliers for the Project.
Contractor shall provide Owner with copies of Subcontracts and sub-subcontracts for the Project.

§ 10.4 It is further agreed that all subcontracts and material and equipment purchase contracts
entered into by Contractor or its subcontractors or material suppliers, shall contain a provision
stating that the Owner is an intended third party beneficiary of all warranty/guarantees regarding
the Work or materials/equipment furnished and that owner may bring claim directly against any
subcontractor or material supplier of Contractor [or lower tier subcontractor/material or equipment
provider] for breach of Contract, warranty rights, quality of workmanship, merchantability of
equipment, feasibility and fitness for the particular purpose of materials and equipment and
workmanship. It is further agreed and understood that such assignment(s) is part of the
consideration to Owner for entering into this Agreement with Contractor and may not be withdrawn.
The Contractor shall ensure that all subcontractors shall purchase and maintain insurance for
claims under Worker’s Compensation acts and other employee benefit acts, from claims for damages
because of bodily injury, including death, and from claims for damages to the Owner’s property
which may arise out of or result from the subcontractors’ operations under this Agreement.
Contractor hereby agrees that Contractor shall be responsible for, and shall indemnify Owner
against, all losses, costs, claims, and damages resulting from the Contractor’s failure to require
its Subcontractors to obtain such insurance. The Owner shall be named as an additional insured in
all policies required to be maintained under this Article with the exception of the Worker’s
compensation insurance, and the Subcontractors’ Certificates of Insurance shall be provided to the
Owner. Additionally, nothing contained in this Agreement shall constitute an assignment of
Contractor’s rights against Owner or create any third party beneficiary rights against Owner, in
any subcontractors or material and equipment suppliers of Contractor. The purpose of this provision
is to allow the Owner, in addition to Contractor, to make claims for damages or indemnification
against any subcontractors or material and equipment suppliers that may be ultimately responsible
for defects or deficiencies in the Work or materials and equipment.

ARTICLE 11 ACCOUNTING RECORDS

The Contractor shall keep full and detailed accounts and exercise such controls as may be
necessary for proper financial management under this Contract, and the accounting and control
systems shall be satisfactory to the Owner. The Owner, Lender (as defined in Section 14.7 below)
and the Owner’s accountants shall be afforded access to, and shall be permitted to audit and copy,
the Contractor’s records, books, correspondence, instructions, drawings, receipts, subcontracts,
purchase orders, vouchers, memoranda and other data relating to this Contract, the Work performed
and/or the Cost of the Work, and the Contractor shall preserve these for a period of three years
after final payment, or for such longer period as may be required by law. If any inspection by the
Owner or Lender of the Contractor’s records, books, correspondence, instructions, drawings,
receipts, vouchers, memoranda and any other data relating to the Contract, the Work performed
and/or the Cost of the Work, reveals an overcharge, including, without

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limitation, any untimely request for payment as described in Section 13.3, the Contractor
shall pay the Owner upon demand an amount equal to such overcharge, as reimbursement for said
overcharge.

ARTICLE 12 PAYMENTS

§ 12.1 PROGRESS PAYMENTS

§ 12.1.1 Based upon Applications for Payment submitted to the Owner by the Contractor on AIA
Form G702 and G703, if applicable, and Certificates of Payment issued by the Architect, if requested by
Owner, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided
below and elsewhere in the Contract Documents.

§ 12.1.2 The period covered by each Application for Payment shall be one calendar month ending on
the last day of the month.

§
12.1.3 Provided that an Application for Payment is received by
the Owner not later than the first
day of a month, the Owner shall make payment to the Contractor not later than the fifth day of the
next month. If an Application for Payment is received by the Owner after the application date fixed
above, payment shall be made by the Owner not later than thirty (30) days after the Owner receives
the Application for Payment. Contractor shall receive all Subcontractors’ invoices and, on a
monthly basis, shall prepare a “pencil copy” sworn statement showing all requested payment amounts
for Contractor and Subcontractors. All sworn statements and pencil copies thereof shall be of a
form acceptable to Owner. Contractor shall deliver the pencil copy with all supporting
documentation (including Subcontractors’ invoices) to Owner. If required by Owner, four calendar
days thereafter or at another mutually agreed time, the Contractor shall meet with Owner (“Pencil
Draw Meeting”) at Owner’s office or at any other mutually agreed location, to review the pencil
copy and recommend that individual Subcontractors’ invoices be approved for payment, reduction or
rejection. Based on the results of the Pencil Draw Meeting (if any), Contractor shall prepare and
submit to Owner a sworn statement and Application for Payment requesting payment to the Contractor
for the Contractor and all Subcontractors. If Owner’s lender or the lender’s representative
requires a payout meeting, Contractor shall participate in the payout meeting or review the
reviewed pencil draft and all supporting documentation. If requested, the Contractor will re-revise
the Application for Payment. Contractor will then issue as many copies of the Application for
Payment, sworn statement and such supporting documentation as Owner and lender may required.
Furthermore, with each application for payment the Contractor shall submit evidence that all
inspections necessary to issue Warranties required pursuant to the Contract Documents have been
made.

§ 12.1.4 With each Application for Payment, the Contractor shall submit those items set forth in
Section 9.3 of the General Conditions as well as payrolls, petty cash accounts, receipted invoices
or invoices with check vouchers attached, and any other evidence required by the Owner to
demonstrate that cash disbursements already made by the Contractor on account of the Cost of the
Work equal or exceed (1) progress payments already received by the Contractor; less (2) that
portion of those payments attributable to the Contractor’s Fee; plus (3) payrolls for the period
covered by the present Application for Payment.

§ 12.1.5 Each Application for Payment shall be based on the most recent Schedule of Values
submitted by the Contractor and approved by Owner in accordance with the Contract Documents. The
Schedule of Values shall allocate the entire Guaranteed Maximum Price among the various portions of
the Work, except that the Contractor’s Fee and the General Conditions as provided for in Exhibit D
shall be shown as single separate items. The schedule of values shall be prepared in such form and
supported by such data to substantiate its accuracy as the Owner may require. This schedule, unless
objected to by the Owner, shall be used as a basis for reviewing the Contractor’s Applications for
Payment.

§ 12.1.6 Applications for Payment shall show the percentage of completion of each portion of the
Work as of the end of the period covered by the Application for Payment. The percentage of
completion shall be the lesser of (1) the percentage of that portion of the Work which has actually
been completed; or (2) the percentage obtained by dividing (a) the expense that has actually been
incurred by the Contractor on account of that portion of the Work for which the Contractor has made
or intends to make actual payment

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prior to the next Application for Payment by (b) the share of the Guaranteed Maximum Price
allocated to that portion of the Work in the schedule of values.

§ 12.1.7 Subject to other provisions of the Contract Documents, the amount of each progress payment
shall be computed as follows:

	 	.1	 	take that portion of the Guaranteed Maximum Price properly allocable to
completed Work as determined by multiplying the percentage of completion of each
portion of the Work by the share of the Guaranteed Maximum Price allocated to that
portion of the Work in the schedule of values. Pending final determination of cost to
the Owner of changes in the Work, amounts not in dispute shall be included as provided
in Section 7.3.8 of AIA Document A201-1997;
	 
	 	.2	 	if approved in advance by the Owner, add that portion of the Guaranteed
Maximum Price properly allocable to materials and equipment delivered and suitably
stored at the site for subsequent incorporation in the Work, or suitably stored off
the site at a location agreed upon in writing;
	 
	 	.3	 	add the Contractor’s Fee less retainage of ten percent (10%). The
Contractor’s Fee shall be computed upon the Cost of the Work described in the two
preceding Clauses at the rate stated in Section 5.1.2 or, if the Contractor’s Fee is
stated as a fixed sum in that Subsection, shall be an amount that bears the same ratio
to that fixed-sum fee as the Cost of the Work in the two preceding Clauses bears to a
reasonable estimate of the probable Cost of the Work upon its completion. Subject to
the approval of Owner’s construction lender, when the Work is determined to be 50%
complete, retainage shall be reduced to 5%. Any scope of Work that has been paid in
full without retainage withheld shall not be included for purposes of determining
whether the Work is 50% complete.
	 
	 	.4	 	subtract the aggregate of previous payments made by the Owner;
	 
	 	.5	 	subtract the shortfall, if any, indicated by the Contractor in the
documentation required by Section 12.1.4 to substantiate prior Applications for
Payment, or resulting from errors subsequently discovered by the Owner’s accountants
in such documentation; and
	 
	 	.6	 	subtract amounts, if any, for which the Owner has withheld or
nullified a Certificate for Payment as provided in Section 9.5 of AIA Document
A201-1997.

§ 12.1.8 Except with the Owner’s prior approval, payments to Subcontractors and to Contractor for
Work performed by its own personnel shall be subject to retainage of not less than ten percent
(10%). The Owner and the Contractor shall agree upon a mutually acceptable procedure for review and
approval of payments and retention for Subcontractors.

§ 12.1.9 PAYMENTS AFTER SUBSTANTIAL COMPLETION BUT PRIOR TO FINAL PAYMENT

     After the entire Project has reached Substantial Completion as defined in Section 9.8 of
the General Conditions, Contractor may submit a “Substantial Completion” application for payment.
Subject to the consent of the surety, such application for payment shall allow Contractor to
request payment for 100% of the contract amount, less the following amounts which shall be withheld
as retention (collectively, “Punch List Retention”).

     a) 100% of the amount then estimated to be returned to Owner as “savings” under Section
5.2.1.3, if any. Architect or Owner and Contractor shall confer to discuss this good faith
estimate immediately after substantial completion is achieved.

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     b) 150% of the value of uncompleted work, including punch list work, at the time of
Substantial Completion as reasonably estimated by the Owner and the Architect.

     c) unsettled claims.

     Thereafter, but no earlier than 30 days subsequent to the prior application for payment,
Contractor may make additional monthly “applications for payment” described in this paragraph until
it is feasible to make its “Final Application for Payment” as described below.

§ 12.2 FINAL PAYMENT

§ 12.2.1 Upon Final Completion, Contractor shall request Final Payment from Owner by submitting to
Owner and the Architect an Application for Payment and a final accounting for the Cost of the Work
to be reviewed by Owner. Before the final Application for Payment is made by Contractor, all items
of the Work shall be complete, ready to operate and in a clean condition.

§ 12.2.2 When Final Completion has occurred, except as otherwise set forth herein, Owner shall pay
Contractor the balance of the Contract Sum subject to the provisions of this Article 12, including
the Punch List Retention, either (i) within thirty (30) days following approval of the final
Application for Payment by Owner and the Architect, or (ii) as set forth in Section 12.2.3 below.
As a condition to final payment Contractor must deliver to Owner all fully executed warranties from
the Contractor, subcontractors and any material/equipment warranties as provided in the Contract
Documents.

§ 12.2.3 The Owner’s accountants may review and report in writing on the Contractor’s final
accounting within 30 days after delivery of the final accounting to the Owner by the Contractor.
Based upon such Cost of the Work as the Owner’s accountants report to be substantiated by the
Contractor’s final accounting, the Owner will, within seven days after receipt of the written
report of the Owner’s accountants, either approve the final Application for Payment with a copy to
the Contractor, or notify the Contractor and Owner in writing of the reasons for withholding
payment as provided in Section 9.5.1 of the AIA Document A201-1997.

§ 12.2.4 If the Owner’s accountants report the Cost of the Work as substantiated by the
Contractor’s final accounting to be less than claimed by the Contractor, the Contractor shall be
entitled to demand the Dispute Resolution Procedures set forth in the General Conditions for
determination of the disputed amount. Such demand shall be made by the Contractor within 30 days
after the Contractor’s receipt of a copy of the final approval of the Application for Payment;
failure to demand dispute resolution within this 30-day period shall result in the substantiated
amount reported by the Owner’s accountants becoming binding on the Contractor.

ARTICLE 13 TERMINATION OR SUSPENSION

§ 13.1 The Contract may be terminated by the Contractor, or by the Owner for convenience, as
provided in Article 14 of AIA Document A201-1997. However, the amount to be paid to the Contractor
under Section 14.1.3 of AIA Document A201 -1997 shall not exceed the amount the Contractor would be
entitled to receive under Section 13.2 below.

§ 13.2 The Contract may be terminated by the Owner for cause as provided in Article 14 of AIA
Document A201-1997. The amount, if any, to be paid to the Contractor under Section 14.2.4 of AIA
Document A201-1997 shall not cause the Guaranteed Maximum Price to be exceeded, nor shall it exceed
an amount calculated as follows:

§ 13.2.1 Take the Cost of the Work incurred by the Contractor to the date of termination;

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§ 13.2.2 Add the Contractor’s Fee computed upon the Cost of the Work to the date of termination at
the rate stated in Section 5.1.2 or, if the Contractor’s Fee is stated as a fixed sum in that
Section, an amount that bears the same ratio to that fixed-sum Fee as the Cost of the Work at the
time of termination bears to a reasonable estimate of the probable Cost of the Work upon its
completion; and

§ 13.2.3 Subtract the aggregate of previous payments made by the Owner.

§ 13.3 The Owner shall also pay the Contractor fair compensation, either by purchase or rental at
the election of the Owner, for any equipment owned by the Contractor that the Owner elects to
retain and that is not otherwise included in the Cost of the Work under Section 13.2.1. To the
extent that the Owner elects to take legal assignment of subcontracts and purchase orders
(including rental agreements), the Contractor shall, as a condition of receiving the payments
referred to in this Article 13, execute and deliver all such papers and take all such steps,
including the legal assignment of such subcontracts and other contractual rights of the Contractor,
as the Owner may require for the purpose of fully vesting in the Owner the rights and benefits of
the Contractor under such subcontracts or purchase orders.

§ 13.4 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A201-1997;
in such case, the Guaranteed Maximum Price and Contract Time shall be increased as provided in
Section 14.3.2 of AIA Document A201-1997 except that the term “profit” shall be understood to mean
the Contractor’s Fee as described in Sections 5.1.2 of this Agreement.

ARTICLE 14 MISCELLANEOUS PROVISIONS

§ 14.1 Where reference is made in this Agreement to a provision AIA Document A201-1997 or
another Contract Document, the reference refers to that provision as amended or supplemented by
other provisions of the Contract Documents.

§ 14.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due
at the Prime Rate plus 2% in effect at the beginning of each month as published in the Wall Street
Journal. (Insert rate of interest agreed upon, if any.)

(Usury laws and requirements under the Federal Truth in Lending Act, similar state and local
consumer credit laws and other regulations at the Owner’s and Contractor’s principal places of
business, the location of the Project and elsewhere may affect the validity of this provision.
Legal advice should be obtained with respect to deletions or modifications, and also regarding
requirements such as written disclosures or waivers.)

§ 14.3 The Owner’s representative is:

(Name, address and other information.)

Jack Stones

Vice President of Construction

14225 Corporate Way

Moreno Valley, California 92553

§ 14.4 The Contractor’s representative is:

(Name, address and other information.)

Paul Richardson, Project Manager

6865 Airport Drive
 Riverside,
California 92504

§ 14.5 Further Project Representatives are specified in Exhibit C. None of the Project
representatives shall be changed without ten days’ written notice to the other party. However, the
Owner may insist on the

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replacement of a Project Representative. In the event of a change to any of the Project
representatives for the Contractor as identified in Exhibit C, the Owner shall have the
right to reject Contractor’s replacement personnel.

§ 14.6 ASSIGNMENT. The Contractor shall not assign this Agreement and/or any subcontract
under this Agreement or any portion thereof or any money due or which may become due
hereunder without the prior written consent of Owner. In addition to constituting a default
under this Agreement, any assignment or attempted assignment made in violation of this
Section will be null and void and the assignee will acquire no rights thereunder. If Owner
does consent in writing to an assignment of this Agreement and/or any subcontract under this
Agreement, the assignee or subcontractor will be bound to the terms of this Agreement,
including specifically and without limitation the insurance provisions contained herein. If
any assignment or subcontract is made in breach of this Agreement, Contractor will be liable
to Owner for all damages resulting therefrom. In connection with the sale or financing of the
Project, Contractor shall execute and deliver, and (if appropriate) acknowledge, any and all
documents and instruments reasonably required by Owner or any purchaser or lender, including
but not limited to, reasonable modifications to this Agreement, consents, estoppel
certificates, and subordinating any rights, interests and claims under this Agreement, at law
or otherwise, to the liens, benefits, rights and privileges of any lender. Contractor
subordinates all of its lien rights that it may have or acquire under this Agreement or
otherwise as to the Work or the Project to the lien and security interest securing payment of
sums now or hereafter borrowed by Owner from any lender. Contractor shall execute such
additional documents as may be requested from time to time by the Owner or any lender to
evidence the provisions hereof.

§ 14.7 CONSTRUCTION LOAN. This Agreement is subject to the approval of Owner’s construction
lender and mezzanine lender (in either case, the “Lender”) and may be collaterally assigned
to Owner’s construction lender, as such construction lender may require. Owner’s Lender is
currently Bank of America, N.A., whose addresses for purposes of notices are as follows:

	 	 	 

	Kim Abreu

	 	Bertie Chawla, P.E
	SVP - Commercial Real Estate

	 	1626 E.4th Street
	BANK OF AMERICA

	 	Santa Ana, CA 92701
	1 Alhambra Plaza, Penthouse

	 	Telephone: (714) 571-0287
	Coral Gables, FL 33134

	 	Facsimile: (714) 571-0033
	Facsimile: (312) 453-3838
	 	 

Contractor agrees to subordinate, and shall cause all other Lienors to subordinate,
their construction lien to any construction loan obtained by Owner and agrees to execute any
document required by the Lender to evidence such subordination. Contractor also agrees to
execute a consent in the form attached hereto as Exhibit “K” and shall also execute, and
shall require its Subcontractors to execute, such agreements as the Lender may reasonably
require binding Contractor to continue and complete performance under the Agreement in the
case of a default by Owner under construction loan, so long as the Lender makes payment of
the amounts due Contractor under the Agreement. Contractor shall fully cooperate with any
construction lender and provide such information and documentation as may be reasonably
required by such construction lender from time to time in connection with the loan and
disbursements made thereunder. All subcontracts shall be assignable to Owner and its
construction lender and may be assumed by Owner or its construction lender in the event of
any termination of the Agreement, all at the option of Owner and/or its construction lender.
All subcontracts shall provide that they are terminable by Owner and/or its construction
lender in the event that the Agreement is terminated without additional costs beyond that
actually incurred to the date of termination. Contractor hereby authorizes Owner to disclose
to any financial institution, any information concerning Contractor’s financial status,
Contractor’s credit rating or similar information. Contractor agrees to execute any
amendment to the Agreement as may be reasonably required by Owner’s construction lender,
provided that such amendment(s) shall not amend the Contract Sum or the Contract Time.
Notwithstanding any requirements contained herein, Contractor reserves the

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right to require mutually acceptable language as part of any consent documents required by the
Lender. Contractor hereby approves of the language set forth in Exhibit “K” attached hereto.

§ 14.8 ENTIRE AGREEMENT. This Agreement, together with the Contract Documents which are
incorporated herein by reference, constitute the entire Agreement between the parties. Neither this
Agreement nor the Contract Documents may be amended or supplemented except by written instrument
duly executed by both parties hereto. No estimates or bids of Contractor preceding this Agreement
and no verbal Agreement or conversation with any representative of Owner, either before or after
execution of this Agreement, will affect or modify any of the terms or provisions contained in this
Agreement or the Contract Documents.

§ 14.9 WAIVER. No consent or waiver, express or implied, by either party to this Agreement relating
to any breach or default by the other in the performance of any obligation hereunder will be deemed
or construed to be a consent to or waiver of any other breach or default by such party. Failure on
the part of either party to complain of any act or failure to act of the other party or to declare
the other party in default irrespective of how long such failure continues will not constitute a
waiver of the rights of such party.

§ 14.10 TIME. Time is of the essence of this Agreement and each provision herein contained.

§ 14.11 WORDS AND HEADINGS. Words used herein will include the plural as well as the singular.
Words used in the masculine gender include the feminine and neuter. The section headings used
herein are for convenience only and will have no affect upon the construction or interpretation of
any part of this document.

§ 14.12 BONDS. Owner will require Contractor to provide a performance bond or completion bond as a
condition precedent to payment. Contractor shall furnish a Payment Bond and a Performance Bond in
the GMP Sum, utilizing AIA Document A312, respectively for each, or as otherwise may be agreed, as
attached in Exhibit “I”. The Payment and Performance Bonds shall be furnished by a surety licensed
in the State of California that is satisfactory to Owner, naming the Owner and Lender (and such
other parties designated by the Owner) as obligees and conditioned that the Contractor shall
perform all Work required by the Contract Documents. The surety on any bonds is expressly
responsible for performance of the Work, including all warranty work and completion of the Work
when Contractor is terminated for cause. The Contractor will be required to either furnish
Subcontractor payment and performance bonds, or enroll Subcontractors in the Subguard insurance
program, at Owner’s election. The Contractor will be reimbursed by the Owner for the cost
differential between the Subcontractor bond premium and the Subguard premium, if any.

§ 14.13 OTHER AGREEMENTS. Should there now or hereafter exist one or more other agreements between
the parties or with any affiliated corporation or company of either concerning this or any other
construction project, then a breach by Contractor under the terms of any such agreement, at the
option of Owner, will be considered a breach of this Agreement and all such other agreements. In
such event Owner or its affiliates may declare a default under any or all agreements so breached in
accordance with their terms and may withhold money due or to become due under any such agreement
and apply the same toward payment of any damages suffered.

§ 14.14 INDEPENDENT CONTRACTOR. Contractor will be an independent contractor with respect to the
Work, and neither Contractor nor anyone employed by Contractor will be deemed for any purpose to be
the agent, employee, servant or representative of Owner in the performance of the Work. Contractor
acknowledges and agrees that Owner will have no direction on control over the means, methods,
procedures or manner of the Work performed by Contractor or any of it subcontractors, or any of
their employees, vendors or suppliers.

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§ 14.15 SEVERABILITY. If any paragraph, section, sentence, clause or phrase contained in this
Agreement shall become illegal, null or void, against public policy or otherwise unenforceable
for any reason, or shall be held by any court of competent jurisdiction to be illegal, null or
void, against public policy, or otherwise unenforceable, the remaining paragraphs, sections,
sentences, clauses or phrases contained in this Agreement shall not be affected thereby.

§ 14.16 REPRESENTATIONS AND WARRANTIES. The Contractor represents and warrants the following to
Owner (in addition to any other representations and warranties contained in the Contract Documents)
as a material inducement to the Owner to execute this Agreement, which representations and
warranties shall survive the execution and delivery of this Agreement, any termination of this
Agreement and the final completion of the Work:

     .1 the Contractor is financially solvent, able to pay all debts as they mature and
possessed of sufficient working capital to complete the Work, perform all obligations hereunder and comply with
all Laws, including, without limitation, California Labor Code Section 2810;

     .2 the Contract contains a Contract Sum and a Guaranteed Maximum Price sufficient to
allow the Contractor to comply with all Laws, including, without limitation, California Labor Code
Section 2810;

     .3 the Contractor is able to furnish the plant, tools, materials, supplies, equipment and
labor required to complete the Work and perform its obligations hereunder and has sufficient experience
and competence to do so;

     .4 the Contractor is authorized to do business in the State of California and is properly
licensed by all necessary governmental and public and quasi-public authorities having jurisdiction
over the Contractor and over the Work and the Project;

     .5 the Contractor’s execution of this Agreement and performance thereof is within the
Contractor’s duly authorized powers;

     .6 the Contractor’s duly authorized representative has visited the site of the Project and
is familiar with the local conditions under which the Work is to be performed and has correlated
observations with the requirements of the Contract Documents;

     .7 the Contractor is a sophisticated contractor who possesses a high level of experience in
construction, construction management and superintendence of projects of the size, complexity and
nature of this particular Project and will perform the Work with the care, skill and diligence of
such a contractor;

     .8 the Project as designed in the Contract Documents, including but not limited to the
scope and means and methods requirements of the Conditions of Approval and terms of the Settlement
Agreement as detailed in Exhibit G: (a) is capable of being constructed as contemplated thereby and
(b) shall be constructed in conformity therewith and all governmental regulations, the Contract
Documents and generally accepted industry standards, practices and principles in effect at the time
of Contract execution; and

     .9 As of the date of issuance of a Certificate of Substantial Completion for the Work, that
the Project as constructed:

          (a) meets and complies in all material respects with all approved plans and specifications;

          (b) does not violate in any material respect any governmental regulations;

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          (c) contains no Hazardous Substances which are not permitted by governmental regulations;

          (d) fully meets all requirements of the Contract Documents; and

          (e) including, without limitation, materials, articles and equipment furnished by
the General Contractor under this Contract, will be free of deficiencies and defects
for the period set forth in Section 3.5 of the General Conditions or as otherwise specified in the Contract
Documents.

§ 14.17 COUNTERPARTS. For the convenience of the parties to the Contract Documents, this
Agreement may be executed in several original counterparts, each of which shall together
constitute but one and the same Agreement.

§ 14.18 NEUTRAL INTERPRETATION. This Agreement is deemed to be jointly prepared by all
the parties hereto and shall not be construed against any particular party. Rather, this
Agreement shall be construed as if it were jointly prepared by all the parties.

§ 14.19 EXHIBITS AND ADDENDA. All exhibits, riders or addenda attached hereto are
incorporated herein by reference.

§ 14.20 CONFIDENTIALITY. Contractor agrees that it will not: (i) without the prior
written approval of the Owner, publicize the fact that the Owner has entered into this
Contract; (ii) disclose, confirm or deny any details of the Contract Documents.
Contractor agrees that it will not use Owner’s name in connection with Contractor’s
publicity with respect to the Project without the prior review and written approval in
each instance by the Owner. Contractor shall also insert the terms of this provision in
all contracts, subcontracts and/or agreements executed in connection with the services
to be performed under the Contract Documents and require that its Subcontractors do the
same. Contractor agrees to comply with these obligations except as required by law or as
reasonably necessary to conduct a Contractor’s business with auditors, insurers, parent
companies, holding companies, financial institutions, regulatory agencies, taxing
authorities and administrative bodies.

ARTICLE 15 ENUMERATION OF CONTRACT DOCUMENTS

§ 15.1 The Contract Documents, except for Modifications issued after execution of this
Agreement, are enumerated as follows: See below

§ 15.1.1 The Agreement is this executed 1997 edition of the Standard Form of Agreement
Between Owner and Contractor, AIA Document A111-1997.

§ 15.1.2 The General Conditions are the 1997 edition of the General Conditions
of the Contract for Construction, AIA Document A201-1997.

§ 15.1.3 The Supplementary and other Conditions of the Contract are those contained in
the Project Manual and are as follows: See Exhibit “E”

	 	 	 	 	 
	Document	 	Title	 	Pages
	 
	 
	 
	 
	 	 	 	 

§ 15.1.4 The Specifications are those contained in the Project Manual dated as in Section
15.1.3, and are as follows:

(Either list the Specifications here or refer to an exhibit attached to this Agreement.)

Exhibit “E” Drawing Log, Project Manuals & Reports

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§ 15.1.5 The Drawings are as follows, and are dated            unless a different date is
shown below:

(Either list the Drawings here or refer to an exhibit attached to this Agreement.)

Exhibit “E” Drawing Log, Project Manuals & Reports

§ 15.1.6 The Addenda, if any, are as follows:

Addendum “A” to the General Conditions — Insurance Provisions

Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless
the bidding requirements are also enumerated in this Article 15.

§ 15.1.7 Other Documents, if any, forming part of the Contract Documents are as follows:

(List here any additional documents, such as a list of alternates that are intended to form part of the
Contract Documents. AIA Document A201-1997 provides that bidding requirements such as advertisement
or invitation to bid, Instructions to Bidders, sample forms and the Contractor’s bid are not part
of the Contract Documents unless enumerated in this Agreement. They should be listed here only if
intended to be part of the Contract Documents.)

Addendum “A” — Insurance requirements

Exhibit “B” — Construction Schedule

Exhibit “C” — Project Team

Exhibit “D” — Schedule of Values

Exhibit “E” — Drawing Log, Project Manuals & reports

Exhibit “F” — Qualifications

Exhibit “G” — Matrix from Conditions of Approval and Settlement Agreement

Exhibit “H” — Conditions of Approval from City of Moreno Valley and January 7, 2010 Settlement Agreement with the Sierra Club

Exhibit “I” — Payment and Performance Bonds

Exhibit “J” — Extended Warranties”

Exhibit “K” — Form of Contractor’s Consent

Exhibit “L” — Form of Progress Report

Exhibit “M” — Form of Subcontractor/Vendor Subcontract

Exhibit “N” — Purchase Order Log

Exhibit “O” — Form of Job Cost Report or Commitment to Estimate Variance Report

Exhibit “P — Form of Payment Application

Exhibit “Q” — Proof of Financing Requirement

ARTICLE 16 INSURANCE AND BONDS

(List required limits of liability for insurance and bonds. AIA Document A201-1997 gives
other specific requirements for insurance and bonds.)

See Addendum “A” to the General Conditions

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	This Agreement is entered into as of the day and year first written above and is executed in at
least three original copies, of which one is to be delivered to the Contractor, one to the
Architect for use in the administration of the Contract, and the remainder to the Owner.

CONTRACTORS ARE REQUIRED BY LAW TO BE LICENSED AND REGULATED BY THE CONTRACTORS’ STATE LICENSE
BOARD WHICH HAS JURISDICTION TO INVESTIGATE COMPLAINTS AGAINST CONTRACTORS IF A COMPLAINT REGARDING
A PATENT ACT OR OMISSION IS FILED WITHIN FOUR YEARS OF THE DATE OF THE ALLEGED VIOLATION. A
COMPLAINT REGARDING A LATENT ACT OR OMISSION PERTAINING TO STRUCTURAL DEFECTS MUST BE FILED WITHIN
10 YEARS OF THE DATE OF THE ALLEGED VIOLATION. ANY QUESTIONS CONCERNING A CONTRACTOR MAY BE
REFERRED TO THE REGISTRAR, CONTRACTORS’ STATE LICENSE BOARD P.O. BOX 26000, SACRAMENTO, CALIFORNIA
95826. Contractor’s California contractor’s license number is 703175.

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	HF LOGISTICS-SKX T1, LLC,

a Delaware limited liability company	 	 	 	J.D. Diffenbaugh, Inc.
	 
	 	 	 	 	 	 	 	 
	By: HF Logistics-SKX, LLC, a

Delaware limited

liability company, its sole member	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 
	By: HF Logistics I, LLC, a Delaware

limited liability company, its managing
member	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 
	By:

	 	/s/ Iddo Benzeevi
 

	 	 	 	 	 	 
	 

	 	Iddo Benzeevi, President and
	 	 	 	By:
	 	/s/ Joel Alexander
	 

	 	 	 	 	 	 	 	 
	 

	 	Chief Executive Officer
	 	 	 	 	 	Joel Alexander, Vice President / CFO
	 
	 	 	 	 	 	 	 	 
	Date:

	 	4/23/2010
	 	 	 	Date:
	 	4/23/2010

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ADDENDUM “A”

     This Addendum (“Addendum”) is attached to and incorporated in that certain Standard Form
of Agreement Between Owner and Contractor (“Agreement”) between HF Logistics SKX T1 , a California
Limited Liability Company (“Owner”) and J. D. Diffenbaugh, Inc. (“Contractor”). In the event of any
conflict, inconsistency or ambiguity between the terms and provisions of this Addendum and those of
the Agreement, this Addendum shall govern. Where any article, paragraph or subparagraph of the
Agreement is modified or deleted by this Addendum, the unaltered provisions of that article,
paragraph or subparagraph shall remain in effect. All capitalized terms not otherwise defined
herein shall have the meaning ascribed to them in the Agreement. The terms and provisions of the
Agreement are hereby modified as set forth below.

     1.1 General Contractor shall obtain and maintain, and Contractor shall require and
ensure that each of its subcontractors agree to obtain and maintain, the insurance coverage
specified in this Addendum (“Required Insurance”), in a form and from insurance companies
reasonably acceptable to Owner. Such insurance shall cover all portions of the Work whether
performed by Contractor or subcontractors at the Project site or any other location that may be
away from the Project site. The coverage set forth herein are the minimum requirements Contractor
must satisfy and will not relieve Contractor of any liability for loss or damage not covered by,
or in excess of the coverage limits for, the insurance policies required hereunder. The Required
Insurance shall cover Contractor, its authorized representatives, employees, agents and any other
person performing any work under any contract or agreement with Contractor. If Contractor fails to
procure, maintain or pay for the Required Insurance, Owner shall have the right (but not the
obligation) to secure the same in the name of and for the account of Contractor, in which event,
Contractor shall pay the cost thereof and shall furnish upon demand, all information that may be
required to procure such insurance. The insurance requirements set forth herein shall in no way
limit Contractor’s liability arising out of the Work or related activities. The inclusions,
coverage and limits set forth herein are minimum inclusions, coverage and limits. Nothing
contained herein shall be construed as limiting the type, quality or quantity of insurance
coverage that Contractor should maintain. Contractor shall be responsible for determining
appropriate inclusions, coverage and limits which may be in excess of the minimum requirements set
forth herein. Owner may require Contractor to obtain and maintain such other insurance as Owner
deems reasonably necessary so long as Owner agrees to pay the additional premiums therefor
pursuant to a Change Order.

     Contractor shall ensure that the Owner and such other parties designated by Owner, including
but not limited to the Owner’s Lender, are named as additional insured on the Comprehensive
General Liability and Excess Liability Policies. Contractor shall ensure that each of its
subcontractors agree to name the Owner and such other parties designated by Owner, including but
not limited to the Owner’s Lender, as additional insured on any General Liability policies. All
policies of Contractor and its subcontractors shall contain an endorsement whereby the insurance
carriers agree that its insurance is primary and not contributory with or in excess of any
coverage which the Owner has purchased. The Contractor shall be responsible for all deductibles
under the Contractor’s insurance policies.

     The Contractor shall secure, pay for, and maintain whatever insurance they may deem necessary
for protection against loss of owned or rented capital equipment and tools, including any tools
owned by mechanics, any tools, equipment, stagings, towers and forms owned or rented by their
subcontractors or agents under this Contract. Failure of the Contractor to secure such insurance
to maintain adequate levels of coverage shall not obligate the Owner or their agents and employees
for any losses of owned or rented equipment. If the Contractor secures such insurance, the
insurance policy shall include a waiver of subrogation as follows: “it is agreed that in no event
shall this insurance company have any right of recovery against the Owner.”

     All insurance policies shall be obtained by the Contractor and shall be agreed upon by
the Owner prior to the commencement of the Work. During the term of this Contract, the Contractor
must promptly produce on demand of Owner evidence of the required insurance coverage (including
providing a complete copy of the insurance policy) and payment of premiums thereon unless Owner
assumes responsibility for payment of such premium. If not so produced, the Owner shall have the
immediate right to procure the required insurance on behalf of the Contractor, and to charge and
deduct the cost thereof from the Contract Sum, but the Owner shall not be under any obligation to
do so. Contractor’s failure to maintain the insurance required by this Section shall be grounds
for the termination of this Contract, and Contractor shall be liable for all losses, damages,
costs and expenses of every nature and kind associated with the failure to maintain the required
insurance.

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     Contractor shall notify Owner as soon as is reasonably possible after the occurrence of
any accidents, incidents or events which could give rise to a claim arising from the performance
of services by Contractor under this Agreement. Contractor must submit all claims in a timely
manner to all carriers that may respond and pay such claims so as to avoid any chance of loss of
coverage. Contractor must produce evidence of each and every notice, and the failure to timely
provide the required notices shall constitute a material breach of contract and shall be a basis
for non-payment of any application for payment and final payment.

     Certificates of insurance acceptable to the Owner shall be filed with the Owner prior to
commencement of the Work. The Owner’s Lender shall be the certificate holder. These certificates
and the insurance policies required shall contain a provision that coverages afforded under the
policies will not be canceled or allowed to expire until at least 30 days’ prior written notice
has been given to the Owner. If any of the foregoing insurance coverages are required to remain in
force after final payment and are reasonably available, an additional certificate evidencing
continuation of such coverage shall be submitted with the final Application for Payment.
Information concerning reduction of coverage on account of revised limits or claims paid under the
General Aggregate, or both, shall be furnished by the Contractor with reasonable promptness in
accordance with the Contractor’s information and belief.

     1.2 Policies/Endorsements Prior to the date on which Contractor or any
subcontractors commences performance of its part of the Work (including, without limitation,
bringing any equipment or personnel onto the Project site), Contractor shall provide Owner with
certified copies of all Required Insurance policies maintained by Contractor and all subcontractors
or, if requested by Contractor or Owner in writing, certificates of insurance together with all
required endorsements, including endorsements naming Contractor and Owner (and such other parties
designated by Owner, including but not limited to the Owner’s Lender) as additional insureds. The
Required Insurance shall not contain any exclusionary language or limitations that are applicable
to any additional insureds that are not applicable to the named insured. As and when Contractor
may direct, copies of the actual insurance policies, renewals or replacements thereof shall be
submitted to Contractor. Contractor and any subcontractor shall not commence the Work until true
copies of policies or certificates evidencing such Required Insurance together with the required
endorsements have been submitted to and are approved by Contractor and Owner, which certificates
must comply with the following requirements: (1) the Required Insurance coverage and limits shall
be for the amounts as set forth in Section 1.4 below; (2) all Required Insurance policies shall be
carried with companies lawfully authorized to do business in California with a “Best” rating of
“A-IX” or better; (3) the certificates of insurance shall contain an endorsement that coverage
afforded under the policies will not be canceled, non-renewed, or materially altered until at least
thirty (30) calendar days after written notice has been given to Contractor and Owner, or ten (10)
calendar days after written notice has been given to Contractor and Owner if due to non-payment of
premium; (4) the Required Insurance shall be “Occurrence” insurance and not “Claims Made” or
“Modified Claims Made” with the exception of insurance required under 1.4.4 and 1.4.6; (5) the
Required Insurance shall be primary to any insurance held by Owner or Contractor; (6) the
project/job description and/or description of operations on all certificates, endorsements and
other insurance documentation shall read “All Operations”; and (7) the certificate for Contractor’s
and any subcontractor’s commercial general liability insurance shall include a “per project, per
location” endorsement.

     1.3 Cancellation/Non-Renewal/Material Alteration Upon receipt of any notice of
such insurance carrier’s cancellation, non-renewal or material alteration, Contractor shall within
ten (10) calendar days procure other policies of insurance (or make payment of premium if that was
the reason for such notice), similar in all respects to the policy or policies about to expire, be
canceled or materially altered. If Contractor fails to procure and deliver acceptable policies of
insurance in accordance with the terms hereof, Owner may, at its option, obtain such insurance at
the cost and expense of Contractor and so notify Contractor.

     1.4 Required Insurance The insurance required under this Section shall include the
following coverage and limits, or such greater coverage or larger limits as may be required by all
applicable laws, in the following categories, and amounts and detail:

          1.4.1 Commercial General Liability. Commercial General Liability insurance covering
all operations by or on behalf of Contractor and any subcontractor providing insurance for bodily
injury liability and property damage liability for the limits of liability indicated below and
including coverage for:

               (a) $2,000,000 each occurrence limit, $1,000,000 personal and advertising
injury limit, $2,000,000 products-complete operations aggregate limit, and $2,000,000 general aggregate
limit or equivalent approved by Contractor, or current limit carried, whichever is greater;

               (b) ISO or comparable Occurrence Form (Occurrence Form #CG0001-1093 or equivalent) (Modified
Occurrence and Claims Made form are not acceptable; if Modified Occurrence or Claims Made

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coverage is submitted, Owner shall have the right to cancel any Agreement or stop work and
withhold payment to Contractor until proof of Occurrence Form coverage is received);

               (c) Bodily injury liability (A, B and C with employee exclusion and
contractual exclusions removed), broad form property damage coverage, products liability/completed operations
coverage, premises operations (which Contractor shall maintain for a period of at least ten (10)
years after completion of the Project and acceptance of the Work), incidental malpractice, liquor
legal liability, blanket contractual liability insuring the obligations assumed by Contractor under
this Agreement, including all indemnification obligations, personal and advertising injury,
independent contractor’s liability, mobile equipment, owners and contractors protective liability,
damage from explosion, collapse and underground hazards [i.e., “XCU” exclusion deleted), and
cross-liability and severability of interest clauses;

               (d) Endorsement ISO-Form B #CG2010-1185 or its equivalent at no expense to Owner naming Owner
and their officers, directors, partners, members and employees, as additional insureds;

               (e) A provision that such insurance afforded by the policy for the benefit
of the additional insureds shall be primary insurance but only as respects any claims, losses, or
liabilities relating to or arising out of the operations of the named insureds, and any insurance
maintained by the additional insureds shall be non-contributing;

               (f) An endorsement affording thirty (30) calendar days prior written notice
to Contractor by certified mail in the event of cancellation, non-renewal,
material change and/or reduction in policy limits. The reference to “endeavor to” and “but failure to
mail such notice shall impose no obligation or liability of any kind upon the company, its agents or
representatives” in the cancellation notification portion of the certificate and/or endorsement
must be deleted. To the full extent permitted by law, any provision on the face of any certificate
of insurance provided by Contractor that states anything to the effect that the certificate of
insurance does not confer rights to insurance upon Contractor or Owner is hereby deemed deleted
from such certificate of insurance;

               (g) A deductible or self-insured retention of not more than $5,000 per
occurrence or accident (unless approved in writing by Contractor) and no
deductible or self-insured retention as to any additional insureds;

               (h) With respect to Contractor performing trenching activities over five (5) feet in
depth or grading operations of any manner, no exclusionary language or limitations relating to
soils subsidence or earth movement of any kind regardless of cause;

               (i) A provision that defense costs are paid in addition to and do not deplete any
policy limits;

               (j) Waiver of subrogation endorsement in favor of Contractor and Owner;

               (k) If insurable by law, no exclusionary language or limitations relating to punitive
or exemplary damages, fines or penalties; and

               (l) No exclusionary language or limits relating to the scope of coverage for liability
arising from pollution, mold or fungus, or arising from the use of EIFS, DEIFS or similar
products. This insurance requirement is applicable to Contractor only.

          1.4.2 Workers’ Compensation and Employer’s Liability Insurance. Workers’ Compensation
and Employer’s Liability Insurance for all of Contractor’s employees and subcontractors (if
applicable to any subcontractors), at the Project Site as follows: Workers’ Compensation shall be
in the amount of statutory limits and Employer’s Liability insurance shall be in an amount not less
than $1,000,000 each accident for bodily injury, $1,000,000 policy limit for bodily injury by
disease, and $1,000,000 for each employee for bodily injury by disease. Coverage must include a
waiver of subrogation endorsement in favor of the Indemnitees and any Other Contractors. Contractor
shall require similar written express waivers and insurance clauses from each of its
subcontractors.

          1.4.3 Automobile Liability Insurance. Automobile Liability Insurance (Bodily Injury
and Property Damage Liability) including coverage for owned, hired and non-owned automobiles, the
limits of liability shall not be less than $1,000,000 Combined Single Limit each accident for
Bodily Injury and Property Damage combined.

Page 3 of 5

 

Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

          1.4.4 Pollution and Hazardous Materials Liability Insurance. Should the Work of
Contractor and/or any of its subcontractors and/or suppliers involve the type of work or risk
exposure covered in the any of the sub-subparagraphs below under this subparagraph (1.4.4),
Contractor must obtain a pollution liability insurance policy naming Owner as an additional insured
with limits in amounts not less than those set forth below:

               (a) If Contractor’s Work includes the remediation of hazardous materials, it
must obtain a pollution liability insurance policy with limits not less than
$2,000,000 per occurrence and $5,000,000 aggregate for Bodily Injury, Personal Injury and Property Damage;

               (b) If Contractor’s Work creates exposure to hazardous materials, it must
obtain a pollution liability insurance policy with limits not less than $2,000,000 per
occurrence and $5,000,000 aggregate for Bodily Injury, Personal Injury and Property Damage;

               Regardless of whether Contractor’s Work is covered under subparagraph (a) or (b),
above, if Contractor’s Work includes the hauling of hazardous materials or pollutants (including
waste), its pollution liability insurance policy must extend pollution coverage to the
transportation of hazardous materials or pollutants. Contractor will attach any endorsements
required by law, such as the MCS-90 endorsement required by the Motor Carrier Act of 1980, if
applicable.

               The term “hazardous materials,” as used herein, shall have the same definition as in federal
and California law.

               Owner shall, in its sole discretion, determine whether Contractor’s Work triggers the above
requirements for a pollution liability insurance policy.

     1.4.5 Equipment Coverage. “All Risks” Contractor’s Equipment coverage in an amount
equal to the full replacement cost of all property owned, leased or rented construction tools
machinery and equipment, including scaffolding and temporary buildings used by Contractor and its
subcontractors in the performance of the Work as well as real and personal property which becomes a
final part of the Project, while it is in transit or is stored off site or is worked upon away from
the Project Site until such materials and supplies are delivered to the Project Site and
incorporated into the Work. All policy proceeds shall be used for the repair or replacement of the
property damaged or destroyed. Such policy shall be endorsed waiving rights of subrogation against
Contractor, Owner and all other subcontractors engaged in the construction operations at the
Project.

     1.4.6 Professional Liability Insurance. This insurance requirement is applicable to
Contractor and any of its subcontractors or subconsultants engaged in design services only. To
the extent applicable to the Work to be provided by Contractor under the Agreement, Contractor
shall also, at its sole expense, procure and maintain during the course of its performance of the
Agreement, and for the time periods set forth herein, “Professional Liability Insurance” covering
the professional services to be provided by Contractor under the Agreement. The limits of liability
shall be not less than $3,000,000. Such Professional Liability Insurance shall be maintained
during the term of the Agreement and, to the extent available on commercially reasonable terms, for
a period of at least ten (10) years after final completion of the Project and acceptance of the
Work.

     1.4.7 Umbrella or Excess Liability Coverage. This insurance requirement is
applicable to Contractor only. Contractor shall maintain umbrella or excess liability insurance on
a follow form basis in an amount not less than $25,000,000, on an occurrence basis, that applies
excess of required commercial general liability, automobile liability, workers’ compensation, and
employer’s liability policies. These limits shall be in addition to and not including those stated
for underlying commercial general liability, automobile liability, workers’ compensation and
employer’s liability, pollution liability, and professional liability insurance. Such policies
shall name Owner as an additional insured with respect to all work performed by or for Contractor.

     1.4.8 Subguard Insurance. If approved in writing in advance by the Owner, instead
of requiring Subcontractors to provide payment and performance bonds, the Contractor may provide a
Subcontractor Default Insurance (“Subguard”) policy to cover its Subcontractors’ Work and
performance on this Project in an amount not less than $15,000,000 each loss limit and $30,000,000
aggregate limit. The Contractor shall provide a “Financial Interest Endorsement.” Such endorsement
shall provide that the Subguard policy is assignable only in the event of the insolvency of the
Contractor. This Endorsement shall become part of the Subguard policy. If a Subcontractor is
not eligible to be covered under the Subguard policy, such Subcontractor shall provide 100%
performance and payment bonds to the extent required by the Contract. The Contractor warrants and
represents that no Subcontractor used to perform any part of the Work will be omitted or excluded
from coverage under the

Page 4 of 5

 

Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

Subguard policy (except as noted above) and that the Subguard policy shall apply to all
claims related to default by such Subcontractors except as excluded by Exclusions F (nuclear
radiation), G (war), and H (terrorism) thereof. The existence of the Subguard policy does not
limit the liability of the Contractor under the Contract Documents. The Contractor shall give the
Owner notice of any default by a Subcontractor covered by the Subguard policy, and the Contractor
shall keep the Owner fully apprised of the amount and status of any claims made under the Subguard
policy that may diminish the limits available to this Project. Premiums associated with the
Subguard policy are included in the Contract Sum and any additional premium shall not be paid as a
Cost of the Work, unless such additional premium amount is a direct result of a Change Order or
Construction Change Directive for which the Owner is responsible under the Contract Documents.

     1.5 Subrogation The Owner and Contractor waive all rights against each other and any
of their subcontractors, sub-subcontractors, agents and employees, each of the other, for damages
caused by fire or other causes of loss to the extent recovered from property insurance applicable
to the Work, except such rights as they have to proceeds of such insurance held by the Owner as
fiduciary. Contractor shall also require that all insurance policies related to the Work secured by
its subcontractors to include similar express waivers and insurance clauses providing that each
insurance underwriter shall waive all of its rights of recovery by subrogation, or otherwise,
against Owner and such other parties. The policies shall provide such waivers of subrogation by
endorsement or otherwise. A waiver of subrogation shall be effective as to a person or entity even
though that person or entity would otherwise have a duty of indemnification, contractual or
otherwise, did not pay the insurance premium directly or indirectly, and whether or not the person
or entity had an insurable interest in the property damaged.

Page 5 of 5

 

EXHIBIT B

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 12nd Quarter l 3rd
Quartex ,, 14th Quarter 1 st Quartex ,, l2nd Qu art Mar | Apr | May T Jun Jul I Aug I Sep I Oct I
Nov | Dec I Jan I Feb I Mar 1 Apr 1 CLIENTS KEY OBJECTIVE MILESTONES 4/19 “ “ i “ i “i “ 3/21 2
Start Grading Operations 4 4/19 3 Certify Center 1/3rd Building Pad * 5/21 4 Start Mezzanine /
Racking Vendor + 9/21 5 Shell Completion + 3/21 6 OVERALL CONSTRUCTION 4/5 TM « TM TM TM TMTM 3/18 7 PRE
CONSTRUCTION COORDINATION and MOBILIZATION 4/5 '' mam m m f 7/14 8 Contract Award and Negotiations
4/5 ? 4/9 9 Contract Fully Executed 4 4/9 10 Evidence of Financing in Place + 4/9 11 Subcontract
Negotiations and Release to Secure Materials 4/12 | j 4/23 12 Release Subs to Secure Materials 4
4/23 13 MATERIAL ACQUISITION 4/19 > 7/14 “14"~ Finalize Material Orders 4/28 fj 5/4 15
Reinforcing Steel 5/5 J 6/21 16 Foundations 5/5 II 5/25 17 Panels 5/5 | n 6/21 “~~T8~"~ Structural
Steel 4/19 7/1 19 Anchor Bolts and Templates 5/5 | | 5/25 20 Mill Order Beams and Columns in Local
Warehouse ? 4/19 21 Shop Fabrication 5/6 I ¦ 1 7/1 22 Panelized Roof 5/5 7/14 23 Joists and Girders
5/5 I | I I I I I I I I I I I I I I 1 7/14 24 Plywood and Dimensional Lumber 5/5 n | I I || I I M I
I M I l( 7/14 25 Permit Acquisition 4/5 w 4/9 26 Grading and Utility Permits Acquired ? 4/5 27
Building and All Remaining Permits Acquired :? 4/5 28 Construction Issue Drawings Acquired ? 4/9 29
Mobilization 4/9 < 4/19 30 Notice to Proceed ? 4/9 31 Mobilization (Based on Critical Path
Material Acquisitions) 4/12 gj 4/16 32 All Diffenbaugh Requirements for Project Start In Place ?
4/9 33 Contract Commencement Milestone ? 4/19 34 VENDOR REQUIRED WORK ? 5/24 35 Conveyor Mezzanine
Footings Installation ? 5/24 36 ROUGH GRADING (Site Package Element) 4/12 7/26 37~” Schedule and
Conduct Pre Grade Meeting 4/12 g 4/14 3(3 Mobilize Equipment 4/14 ? 4/19 39 Coordinate Water
Sources 4/14 0 4/16 40 Building Pad 4/19 ¦¦ ¦ 7/21 ~“4~i Develop Building Pad Area 33 thru 17 4/19
| | 5/19 42” Develop Building Pad Area 49 thru 33 5/19 lir:/ ; ; i| 6/22

Page 1

 

	j J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW
LOGISTICS I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 12nd
Quarter 3rd Quarter 14th Quarter IslQyarter |j>nd Quart Mar I Apr I May I Jun T Jul 1 Aug 1 Sep
I Oct | Nov \ Dec 1 Jan | Feb I Mar \ Apr T~~ 43 Develop Building Pad Area 17 thru 1 6/22 | | 7/21
44 Progressive Pad Certifications 5/19 “ “ “ 7/26 45 Pad Certification Area 33 thru 17 5/19 g 5/24
46 Pad Certification Area 49 thru 33 6/22 g 6/25 47 Pad Certification Area 17 thru 1 7/21 ? 7/26 48
WEATHER DELAY ALLOCATIONS 4/26 “ “ 11/29 ~~49 Allocation 1st Qtr Schedule 2 Days + 4/26 50
Allocation 2nd Qtr Schedule 3 Days + 6/1 51 Allocations 3rd Qtr Schedule 2 Days * 8/31 ~52
Allocation 4th Qtr Schedule 3 Days ? 11/29 ~~53~~ GENERAL CONSTRUCTION 5/24 “ 3/18 ~54~~ BELOW
GRADE UTILITIES 5/24 mhb 8/12 55 Plumbing and Other Area 33 thru 17 5/24* 6/14 56~ Column Line 33
to 29 (149,413 sf) 5/24 FFR 6/4 57 Column Line 29 to 25 (149,360 sf) 5/28 033 6/8 58 Column Line 25
to 21 (149,360 sf) 6/7 fl 6/10 59 Column Line 21 to 17 (149,413 sf) 6/9 g 6/14 60~~ Plumbing and
Other Area 49 thru 33 6/25* 7/15 61 Column Line 49 to 45 (150,159 sf) 6/25 ? 7/7 ~~62~~ Column Line
45 to 41 (149,360 sf) 7/6 | 7/9 63 Column Line 41 to 37 (149,360 sf) 7/8 Q 7/13 64 Column Line 37
to 33 (149,413 sf) 7/12 | 7/15 65 Plumbing and Other Area 17 thru 1 7/26 * 8/12 66 Column Line 17
to 13 (149,413 sf) 7/26 Q 7/29 67 Column Line 13 to 9 (149,360 sf) 7/28 fj 8/2 68 Column Line 9 to
5 (149,360 sf) 7/30 Q 8/4 69 Column Line 5 to 1 (153,425 sf) 8/3 ? 8/12 ~70 BUILDING CONCRETE 5/24
* “ 10/5 71 Building Concrete Area 33 thru 17 5/24 7/26 72 Interior Foundations 5/24 * 6/11 73
Column Line 33 to 29 (149,413 sf) 5/24 ** 5/28 74 Verify Line and Grade 5/24 | 5/25 75 Layout and
Excavation 5/24 g 5/26 76 Receive, Inventory and Store Anchor Bolt A ? 5/25 77 Install Rebar 5/25 ]
5/26 78 Install Bolts and Embeds 5/26 | 5/26 79 Place Foundations 5/27 | 5/27 8() Strip Forms and
Clean Embeds 5/28 J 5/28 ~~81 Column Line 29 to 25 (149,360 sf) 5/27 6/7 82” Layout and Excavation
5/27 0 5/28 83 Receive, Inventory and Store Anchor Bolt A ? 5/27 84 Install Rebar 5/28 j 5/28

Page 2

 

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 2nd Quarter 3rd
Quarter 14th Quarter 1st Quarter 2nd Quart Mar I Apr I May [ Jun I Jul I Aug “TSep I Oct I Nov |
Dec 1 Jan I Feb | Mar | Apr I 85 install Bob and “Embeds 5728 ] 5/28 ~86 Place Foundations 6/4 [
6/4 87 Strip Forms and Clean Embeds 6/7 j 6/7 ~jT8~ Column Line 25 to 21 (149,360 sf) 6/4 WW 6/9 89
Layout and Excavation 6/4 fj 6/7 90 Receive, Inventory and Store Anchor Bolt A + 6/4 “~9~i Install
Rebar 6/7 | 6/7 92 Install Bolts and Embeds 6/7 | 6/7 93 Place Foundations 6/8 | 6/8 94 Strip Forms
and Clean Embeds 6/9 | 6/9 95 Column Line 21 to 17 (149,413 sf) 6/8 W 6/11 96 Layout and Excavation
6/8 q 6/9 97 Receive, Inventory and Store Anchor Bolt A + 6/8 98 Install Rebar 6/9 | 6/9 99 Install
Bolts and Embeds 6/9 | 6/9 100~~ Place Foundations 6/10 | 6/10 ~loi Strip Forms and Clean Embeds
6/11 | 6/11 102 Interior and Perimeter / Panel Foundations 6/10 7/13 103 Column Line 33 to 29
(149,413 sf) 6/10 6/30 T04~ Layout and Excavate 6/10 rj 6/15 105 Receive, Inventory and Store
Anchor Bolt A ? 6/10 106 Install Rebar 6/11 gg 6/16 “TOT ‘ Install Bolts and Embeds 6/16 fl 6/17
108 ~ Place Foundations 6/18 g 6/22 ~To~9~ Strip Forms and Clean Embeds 6/21 g 6/22 110 Install
Erection Pads 6/21 | 6/23 111 Cure Time Prior to Loading 6/24 rjg 6/30 112 Column Line 29 to 25
(149,360 sf) 6/16 7/6 113 Layout and Excavate 6/16 g 6/17 114 Receive, Inventory and Store Anchor
Bolt A ? 6/16 115 Install Rebar 6/17 ] 6/18 116 Install Bolts and Embeds 6/18 I 6/18 “117 Place
Foundations 6/23 g 6/24 118 “ Strip Forms and Clean Embeds 6/25 | 6/25 ~W~ Install Erection Pads
6/25 | 6/28 120 Cure Time Prior to Loading 6/29 rg 7/6 121 Column Line 25 to 21 (149,360 sf) 6/18
7/8 122 Layout and Excavate 6/18 g 6/21 123 Receive, Inventory and Store Anchor Bolt A ? 6/18 124
Install Rebar 6/21 g 6/22 125 Install Bolts and Embeds 6/22 | 6/22 126 Place Foundations 6/25 ffl
6/28

Page 3

 

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 2nd Quarter 3rd
Quarter 4thQuarte 1st Quarter 2nd Quart Mar I Apr | May |~ Jun Jul | Aug~ 1 Sep \ Oct I Nov I Dec 1
Jan I Feb T Mar | Apr 127 Strip Forms and Clean Embeds 6/29 [ 6/29 128~ Install Erection Pads 6/29
| 6/30 ~129 ~ Cure Time Prior to Loading 7/1 gg 7/8 130 Column Line 25 to 21 (149,360 sf) 6/22 7/13
131 Layout and Excavate 6/22 g 6/25 132 Receive, Inventory and Store Anchor Bolt A + 6/22 133
Install Rebar 6/23 R3 6/28 134 Install Bolts and Embeds 6/28 0 6/29 13ET Place Foundations 6/30 [
7/2 136 Strip Forms and Clean Embeds 7/1 g 7/2 137 install Erection Pads 7/1 Q 7/6 138 Cure Time
Prior to Loading 7/7 g 7/13 139 Slab on Grade 6/7 7/13 140 Confirm Backfills Approved ? 6/7 141
Panel Casting Slab Area #1 (+/• 65,000 sf) 6/8 6/18 142~~ Fine Grade and Prep 6/8 Q 6/9 143 Install
Edge Form 6/9 | 6/9 144 Place Reinforcing Steel / Dowels 6/9 0 6/10 145” Place and Finish Slab
6/10 fj 6/11 146 Wet Cure 6/14 a 6/18 147~” Panel Casting Slab Area #2 (+/ 65,000 sf) 6/10 6/22
148~~ Fine Grade and Prep 6/10 | 6/11 149 Install Edge Form 6/11 | 6/11 150” Place Reinforcing
Steel / Dowels 6/11 Q 6/14 151 Place and Finish Slab 6/14 | 6/15 152 Wet Cure 6/16 0 6/22 T53~~
Panel Casting Slab Area #3 (+/ 65,000 sf) 6/14 6/24 ~~154 Fine Grade and Prep 6/14 0 6/15 155
Install Edge Form 6/15 [ 6/15 156 Place Reinforcing Steel / Dowels 6/15 rj 6/16 157 Place and
Finish Slab 6/16 0 6/17 158 Wet Cure 6/18 Q] 6/24 “T59 Panel Casting Slab Area #4 (+/ 65,000 sf)
6/16 6/28 ~1&T~ Fine Grade and Prep 6/16 | 6/17 161 Install Edge Form 6/17 | 6/17 “T61T” Place
Reinforcing Steel / Dowels 6/17 0 6/18 163 Place and Finish Slab 6/18 | 6/21 164 Wet Cure 6/22 g
6/28 165 Panel Casting Slab Area #5 (+/ 65,000 sf) 6/18 * 6/30 ~T66~~ Fine Grade and Prep 6/18 ?
6/21 167 Install Edge Form 6/21 | 6/21 ‘ 168"~ Place Reinforcing Steel / Dowels 6/21 p 6/22

Page 4

 

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 2nd Quarter 3rd
Quarter 4 h Qua rteL 1st Qyarter 2nd Quart Mar I Apr I May I Jun \ Jul 1 Aug | Sep 1 Oct I Nov I
Dec I Jan I Feb I Mar [Apr I 169 Place and Finish Sab 6/22 0 6/23 170 Wet Cure 6/24 ? 6/30 171
Panel Casting Slab Area #6 (+/ 65,000 sf) 6/22 W 7/2 ~72 Fine Grade and Prep 6/22 J 6/23 173
Install Edge Form 6/23 ] 6/23 174 Place Reinforcing Steel / Dowels 6/23 Q 6/24 175 Place and Finish
Slab 6/24 B 6/25 176 Wet Cure 6/28 rj 7/2 “~T77~ Interior Slab Area #7 (+/ 65,000 sf) 6/24 7/7 178
Fine Grade and Prep 6/24 g 6/25 ~T79~~ Install Edge Form 6/25 | 6/25 ~T80~ Place and Finish Slab
6/28 fl 6/29 181 Wet Cure 6/30 pj 7/7 182 Interior Slab Area #8 (+/ 65,000 sf) 6/28 7/9 183 Fine
Grade and Prep 6/28 0 6/29 184 Install Edge Form 6/29 [ 6/29 185 Place and Finish Slab 6/30 [] 7/1
186 Wet Cure 7/2 m 7/9 187 Interior Slab Area #9 (+/ 65,000 sf) 6/30 7/13 ~188 Fine Grade and Prep
6/30 I 7/1 189 Install Edge Form 7/1 | 7/1 ~T9(T~ Place and Finish Slab 7/2 g 7/6 ~l9T~ Wet Cure
7/7 E 7/13 192 Panels 6/21 7/26 193 Panels and Reinforcing Steel 6/21 Mm ji 7/19 194 Panels #74
thru #50 (Group #1 25 Panels 6/21 7/8 195 Layout and Snap Lines 6/21 I 6/21 196 Form Panels and
Apply Bond Breaker 6/21 j 6/23 197 ~ Install Down Side Embeds 6/21 | 6/23 “T98TM Install Panel
Reinforcing Steel 6/22 g 6/24 199 Install Lift Steel 6/23 Q 6/24 ~200 Install Upside Panel Embeds
6/22 § 6/25 201 Install Other Embedded Systems 6/22 | 6/25 202 Ring Panel / Panel Check 6/25 | 6/28
203 Place and Finish Panel 6/29 0 6/30 204 Cure Time Prior to Lift 7/1 ? 7/8 205 Strip Formwork and
Clean 7/7 | 7/8 206 Install Panel Braces 7/6 g 7/8 207 Panels #49 #39 and #296 #309 (Group 6/23
7/12 208 Layout and Snap Lines 6/23 1 6/23 ~209~~ Form Panels and Apply Bond Breaker 6/23 g 6/25
210 Install Down Side Embeds 6/23 g 6/25

Page 5

 

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 2nd Quarter J 3rd
Quarter 14th Quarter 1 st Quarter 12nd Quart Mar Apr | May | Jun I jTjl | Aug T Sep | Oct I Nov I
Dec~] Jan f Feb I Mar I Apr | 211 Install Panel Reinforcing Steel 6/24 “ 6/28 212 Install Lift
Steel 6/25 Q 6/28 ~2~T~ Install Upside Panel Embeds 6/24 ? 6/29 214 Install Other Embedded Systems
6/24 fg 6/29 215 Ring Panel / Panel Check 6/29 | 6/30 216” Place and Finish Panel 7/1 0 7/2 217
Cure Time Prior to Lift 7/6 EB 7/12 218 Strip Formwork and Clean 7/9 p 7/12 219 Install Panel
Braces 7/8 [Fj 7/12 ~22CT” Panels #286 #295 and #320 #334 (Grou| 6/29 * * 7/15 221 Layout and Snap
Lines 6/29 | 6/29 222 Form Panels and Apply Bond Breaker 6/29 g 7/1 223 Install Down Side Embeds
6/29 g 7/1 224 Install Panel Reinforcing Steel 6/29 fj 7/1 ~225~~” Install Lift Steel 6/30 Q 7/1
226 Install Upside Panel Embeds 6/29 Q 7/2 227 Install Other Embedded Systems 6/29 Q 7/2 “~228~”
Ring Panel / Panel Check 7/2 ? 7/6 ~~22~9TM Place and Finish Panel 7/7 0 7/8 “230TM” Cure Time Prior
to Lift 7/9 ? 7/15 231 Strip Formwork and Clean 7/14 fj 7/15 232 Install Panel Braces 7/13 | 7/15
233 Panels #198 #212 and #310 #319 (Grou| 7/1 m 7/16 ~~234~ Layout and Snap Lines 7/1 | 7/1 235
Form Panels and Apply Bond Breaker 7/1 ? 7/6 236 Install Down Side Embeds 7/1 ? 7/6 237 Install
Panel Reinforcing Steel 7/1 ? 7/6 238 Install Lift Steel 7/2 g 7/6 239 Install Upside Panel Embeds
7/1 [Jj 7/7 240 Install Other Embedded Systems 7/1 ? 7/7 241 Ring Panel / Panel Check 7/6 o 7/7 242
” Place and Finish Panel 7/8 o 7/9 ~243 Cure Time Prior to Lift 7/12 Q 7/16 244 Strip Formwork and
Clean 7/15 fj 7/16 ~245~~ Install Panel Braces 7/14 fj 7/16 246 Panels #176 #197 and #280 #285
(Grot 7/1 »” 7/19 247 Layout and Snap Lines 7/1 | 7/1 TM248~ Form Panels and Apply Bond Breaker 7/6
fj 7/8 “249TM Install Down Side Embeds 7/6 g 7/8 250 Install Panel Reinforcing Steel 7/6 g 7/8 251
Install Lift Steel 7/7 [] 7/8 252 Install Upside Panel Embeds 7/6 g 7/8

Page 6

 

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 2nd Quarter l 3rd
Qyarter 14th Quarter 11 st Quarter 12nd Quart Mar I Apr | May T Jun \ Jul | Aug I Sep | “ Oct [ Nov
” I Dec I Jan | Feb I Iviar I Apr | 253 Install Other Embedded Systems 7/6 0 7/8 254 Ring Panel /
Panel Check 7/8 | 7/9 255 Place and Finish Panel 7/9 | 7/12 256 Cure Time Prior to Lift 7/13 ? 7/19
257 Strip Form work and Clean 7/16 g] 7/19 258 Install Panel Braces 7/15 fj 7/19 259 Panel Erection
7/7 f ) 7/26 260 Column Line 17 thru 33 7/7 7/26 261 Crane Delivery and Assembly 7/9 Fj 7/12 262
Crane Access / Travel Prepared 7/7 g 7/8 263 Panel Erection 7/14 «p? 7/20 ~~264~~ Panel Group #1
7/14 | 7/14 ~265~~ Panel Group #2 7/15 | 7/15 ~~266~” Panel Group #3 7/16 Q 7/16 267 Panel Group #4
7/19 | 7/19 268 Panel Group #5 7/20 [ 7/20 269 Plumb, Line and Weld 7/14 ? 7/22 270 Grout Panel
Bottoms 7/19 LB 7/26 271 Building Concrete Area 49 thru 33 6/28 8/26 272 Interior Foundations 6/28
JPV 7/12 273 Column Line 49 to 45 (150,159 sf) 6/28 W 7/1 274 Verify Line and Grade 6/28 | 6/28 275
Layout and Excavation 6/28 | 6/29 276 Receive, Inventory and Store Anchor Bolt A ? 6/28 277 Install
Rebar 6/29 16/29 278 Install Bolts and Embeds 6/29 J 6/29 279 Place Foundations 6/30 | 6/30 280
Strip Forms and Clean Embeds 7/1 | 7/1 281 Column Line 45 to 41 (149,360 sf) 6/30 W 7/6 282 Layout
and Excavation 6/30 I 7/1 283 Receive, Inventory and Store Anchor Bolt A ? 6/30 284 Install Rebar
7/1 [ 7/1 285 Install Bolts and Embeds 7/1 | 7/1 286 Place Foundations 7/2 | 7/2 287” Strip Forms
and Clean Embeds 7/6 I 7/6 288 Column Line 41 to 37 (149,360 sf) 7/2 W 7/8 289 Layout and
Excavation 7/2 a 7/6 290 Receive, Inventory and Store Anchor Bolt A ? 7/2 ~~29~1 Install Rebar 7/6
| 7/6 292 Install Bolts and Embeds 7/6 | 7/6 ¦ “293TM Place Foundations 7/7 | 7/7 294 Strip Forms
and Clean Embeds 7/8 j 7/8

Page 7

 

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 2nd Quarter 3rd
Quarter 4th Quarter 1st Quarter 2nd Quart MarJJ Apr [ May I Jun I Jul [ Aug I Sep I Oct I ~Nov |
Dec | Jan T Feb I Mar | Apr 1 295 Column Line 37 to 33 (149,413 sf) 7/7 W 7/12 296 “ Layout and
Excavation 7/7 g 7/8 297 Receive, Inventory and Store Anchor Bolt A + 7/7 “298” Install Rebar 7/8
j 7/8 “299” Install Bolts and Embeds 7/8 [ 7/8 30T~~ Place Foundations 7/9 | 7/9 301 Strip Forms
and Clean Embeds 7/12 [ 7/12 302 Interior and Perimeter/Panel Foundations 7/9 “ » 8/9 303 Column
Line 49 to 45 (150,159 sf) 7/9 7/29 304~” Layout and Excavate 7/9 g 7/14 305 Receive, Inventory and
Store Anchor Bolt A + 7/9 306 Install Rebar 7/12 g 7/15 307 Install Bolts and Embeds 7/15 g 7/16
308 Place Foundations 7/19 g 7/21 “309~~” Strip Forms and Clean Embeds 7/20 g 7/21 “~3lo"~ Install
Erection Pads 7/20 g 7/22 311 Cure Time Prior to Loading 7/23 gg 7/29 3~12” Column Line 45 to 41
(149,360 sf) 7/15 > 8/3 313 Layout and Excavate 7/15 g 7/16 314 Receive, Inventory and Store
Anchor Bolt A + 7/15 “3l5~” Install Rebar 7/16 ffl 7/19 ~3~ilT” Install Bolts and Embeds 7/19 I
7/19 317 Place Foundations 7/22 g 7/23 318 Strip Forms and Clean Embeds 7/26 | 7/26 ~3V3~’ Install
Erection Pads 7/26 g 7/27 “320” Cure Time Prior to Loading 7/28 EB 8/3 “32l""~ Column Line 41 to
37 (149,360 sf) 7/19 < 8/5 322 Layout and Excavate 7/19 0 7/20 323 Receive, Inventory and Store
Anchor Bolt A ? 7/19 324 Install Rebar 7/20 fl 7/21 “~32lT” Install Bolts and Embeds 7/21 | 7/21
326 Place Foundations 7/26 g 7/27 327 Strip Forms and Clean Embeds 7/28 | 7/28 328 Install Erection
Pads 7/28 g 7/29 329 Cure Time Prior to Loading 7/30 (FJ 8/5 330 Column Line 37 to 33 (149,413 sf)
7/21 8/9 “~3~3~1 Layout and Excavate 7/21 g 7/22 332 Receive, Inventory and Store Anchor Bolt A ?
7/21 333 Install Rebar 7/22 J 7/23 334 Install Bolts and Embeds 7/23 I 7/23 335 Place Foundations
7/28 g 7/29 “336~~ Strip Forms and Clean Embeds 7/29 ] 7/29

Page 8

 

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT’S” ID Task Name 12nd Quarter 13rd
Quarter 14th Quarter 11st Quarter 12nd Quart MaT | Apr 1 May I Jun I Jul T Aug I Sep I Oct I Nov” |
Dec | Jan I Feb I Mar I Apr I 337 Install Erection Pads 7/30 E 8/2 338 Cure Time Prior to Loading
8/3 0 8/9 339 Slab on Grade 7/1 8/11 340 Confirm Backfills Approved + 7/1 341 Panel Casting Slab
Area #1 (+/ 65,000 sf) 7/7 « 7/20 342 Fine Grade and Prep 7/7 rj 7/9 343 Install Edge Form 7/8 |
7/9 344” Place Reinforcing Steel / Dowels 7/8 Q 7/12 345 Place and Finish Slab 7/9 g 7/13 346 Wet
Cure 7/13 ? 7/20 “ 347” Panel Casting Slab Area #2 (+/ 65,000 sf) 7/9 7/22 348 Fine Grade and Prep
7/9 g 7/13 349 Install Edge Form 7/12 | 7/13 350 Place Reinforcing Steel / Dowels 7/12 Q 7/14
~~35T~ Place and Finish Slab 7/13 Q 7/15 “352” Wet Cure 7/15 ? 7/22 353 Panel Casting Slab Area #3
(+/ 65,000 sf) 7/13 <p 7/26 “354""' Fine Grade and Prep 7/13 0 7/15 “355""' Install Edge Form
7/14 | 7/15 “356” Place Reinforcing Steel / Dowels 7/14 g 7/16 357” Place and Finish Slab 7/15 |
7/19 358 Wet Cure 7/19 EH 7’26 ~~359” Panel Casting Slab Area #4 (+/ 65,000 sf) 7/15 7/28 360 Fine
Grade and Prep 7/15 FJ 7/19 361 Install Edge Form 7/16 fl 7/19 362 Place Reinforcing Steel / Dowels
7/16 [TJ 7/20 363 Place and Finish Slab 7/19 g 7/21 “364~” Wet Cure 7/21 H 7/28 365 Panel Casting
Slab Area #5 (+/ 65,000 sf) 7/19 7/30 “366” Fine Grade and Prep 7/19 Q 7/21 367 Install Edge Form
7/20 | 7/21 368 Place Reinforcing Steel / Dowels 7/20 g 7/22 369 Place and Finish Slab 7/21 | 7/23
370 Wet Cure 7/23 Efl 7/30 ~377~ Interior Slab Area #6 (+/ 65,000 sf) 7/21 8/3 “3“72~’ Fine Grade
and Prep 7/21 1 7/23 “373” Install Edge Form 7/22 | 7/23 ~374” Place Reinforcing Steel / Dowels
7/22 g 7/26 375 Place and Finish Slab 7/23 rj 7/27 376 Wet Cure 7/27 F£| 8/3 ¦ “377~” Interior
Slab Area #7 (+/ 65,000 sf) 7/23 “ 8/5 378 Fine Grade and Prep 7/23 a 7/27

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	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 12nd Quarter 13rd
Quarter 14th Quarter 1st Quarter 12nd Quart Mar I Apr 1 May~~T Jun Jul I Auq I Sep 1 Oct I Nov I
Dec 1 Jan I Feb I Mar I Apr 379 Install Edge Form 7/26 | 7/27 380 Place and Finish Slab 7/27 Q 7/29
381 Wet Cure 7/29 g 8/5 382 Interior Slab Area #8 (+/ 65,000 sf) 7/27 * 8/9 383 Fine Grade and Prep
7/27 g 7/29 384” Install Edge Form 7/28 I 7/29 385 Place and Finish Slab 7/29 g 8/2 386 Wet Cure
8/2 0 8/9 ~387~” Interior Slab Area #9 (+/ 65,000 sf) 7/29 8/11 ~388~~ Fine Grade and Prep 7/29 B
8/2 389 Install Edge Form 7/30 fj 8/2 390 Place and Finish Slab 8/2 g 8/4 391 Wet Cure 8/4 rj 8/11
392 Panels 7/20 8/26 393 ~ Panels and Reinforcing Steel 7/20 “ 8/16 ~394~~ Panels #73 #114 and #128
#130 (Group 7/20 1 8/5 ~395~~ Layout and Snap Lines 7/20 | 7/21 396 Form Panels and Apply Bond
Breaker 7/20 0 7/23 397 Install Down Side Embeds 7/20 g 7/23 398 Install Panel Reinforcing Steel
7/20 Q 7/23 ~~399~~ Install Lift Steel 7/21 g 7/23 400 Install Upside Panel Embeds 7/20 ? 7/26 401
Install Other Embedded Systems 7/20 ? 7/26 402 Ring Panel / Panel Check 7/23 Q 7/27 ~Td3~ Place and
Finish Panel 7/27 g 7/29 ~404~” Cure Time Prior to Lift 7/29 ? 8/5 405 Strip Formwork and Clean 8/3
g 8/5 ~~4~0~6~~ Install Panel Braces 8/2 | 8/5 407 Panels #115 #127 and #146 #157 (Grou 7/22 8/9
408 Layout and Snap Lines 7/22 5 7/23 “409 Form Panels and Apply Bond Breaker 7/22 g 7/27 410
Install Down Side Embeds 7/22 q 7/27 4T1 Install Panel Reinforcing Steel 7/22 a 7/27 412 “ Install
Lift Steel 7/23 g 7/27 ~~413~~ Install Upside Panel Embeds 7/22 FJ 7/28 “414 Install Other Embedded
Systems 7/22 g 7/28 415 Ring Panel / Panel Check 7/27 fl 7/29 416 Place and Finish Panel 7/29 | 8/2
417~ Cure Time Prior to Lift 8/2 rfl 8/9 418 Strip Formwork and Clean 8/5 fl 8/9 “4T9TM Install
Panel Braces 8/4 g 8/9 420” Panels #83 #92 and #131 #145 (Group * 7/28 8/13

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	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 12nd Quarter 3rd
Quarter 14th Quarter [1st Quarter |2nd QyM Mar I Apr I May ~] Jun I Jul I Aug I Sep I Oct [ Nov I
Dec I Jan I Feb I Mar | Apr f~ 421 “Layout andSnap Lines “ 7/28 j 7/29 422~~ Form Panels and Apply
Bond Breaker 7/28 g 8/2 423 Install Down Side Embeds 7/28 g 8/2 424 Install Panel Reinforcing Steel
7/28 g 8/2 425 Install Lift Steel 7/29 g 8/2 426 Install Upside Panel Embeds 7/28 e 8/3 427 Install
Other Embedded Systems 7/28 [g 8/3 428 Ring Panel / Panel Check 8/2 | 8/4 429 Place and Finish
Panel 8/4 | 8/6 430 Cure Time Prior to Lift 8/6 gg 8/13 431 Strip Formwork and Clean 8/11 | 8/13
432 Install Panel Braces 8/10 g 8/13 433 Panels #75 #82 and #158 #175 (Group t 7/30 * 8/16 434
Layout and Snap Lines 7/30 g 8/2 435 Form Panels and Apply Bond Breaker 7/30 p 8/4 436 Install Down
Side Embeds 7/30 Fj 8/4 437 Install Panel Reinforcing Steel 7/30 g 8/4 438 Install Lift Steel 8/2 g
8/4 439 Install Upside Panel Embeds 7/30 g 8/5 440 Install Other Embedded Systems 7/30 Q 8/5 441
Ring Panel / Panel Check 8/3 g 8/5 442 Place and Finish Panel 8/5 g 8/9 ~ 443 ~ Cure Time Prior to
Lift 8/9 ffl 8/16 444 Strip Formwork and Clean 8/12 g 8/16 445 Install Panel Braces 8/11 E 8/16 446
Panel Erection 8/2 8/26 ~447TM Column Line 33 thru 49 8/2 8/26 448 Crane Delivery and Assembly 8/4 |
8/6 ~“449~~ Crane Access /Travel Prepared 8/2 fl 8/4 450 Panel Erection 8/13 8/19 451 Panel Group
#1 8/13 rj 8/16 452 Panel Group #2 8/16 18/17 453 ~ Panel Group #3 8/17)8/18 454 Panel Group #4
8/18 | 8/19 455 Plumb, Line and Weld 8/13 ? 8/24 456 Grout Panel Bottoms 8/18 gg 8/26 457 Building
Concrete Area 17 thru 1 7/26 my 10/5 ~~45lT~ Interior Foundations 7/26 8/9 459 Column Line 17 to 13
(149,413 sf) 7/26 «* 7/30 ~460 Verify Line and Grade 7/26 | 7/27 461 Layout and Excavation 7/26 g
7/28 462 Receive, Inventory and Store Anchor Bolt A + 7/26

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	j J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW
LOGISTICS I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 2nd
Quarter J 3rd Q uarter 14th Quarter 11st Quarter 12nd Quart Mar I Apr | May I Jun I Jul [ Auq I Sep
I Oct I Nov | Dec~T Jan I Feb~T Mar I AprT~ 463 Install Rebar 7/27 [ 7/28 ~~464~’ Install Bolts and
Embeds 7/27 [ 7/28 465 Place Foundations 7/28 J 7/29 466 Strip Forms and Clean Embeds 7/29 | 7/30
“467~~ Column Line 13 to 9 (149,360 sf) 7/28 8/3 468 Layout and Excavation 7/28 Q 7/30 469 Receive,
Inventory and Store Anchor Bolt A + 7/28 470 Install Rebar 7/29 | 7/30 471 “ Install Bolts and
Embeds 7/29 | 7/30 472 Place Foundations 7/30 rj 8/2 473” Strip Forms and Clean Embeds 8/2 j 8/3
474 Column Line 9 to 5 (149,360 sf) 7/30 ** 8/5 475 Layout and Excavation 7/30 ? 8/3 476 Receive,
Inventory and Store Anchor Bolt A + 7/30 ~477~ Install Rebar 8/2 | 8/3 478” Install Bolts and
Embeds 8/2 j 8/3 479 Place Foundations 8/3 | 8/4 480 Strip Forms and Clean Embeds 8/4 | 8/5 481
Column Line 5 to 1 (153,425 sf) 8/3 WW 8/9 482 Layout and Excavation 8/3 fj 8/5 483 Receive,
Inventory and Store Anchor Bolt A ? 8/3 ~484~~ Install Rebar 8/4 I 8/5 ~485~ Install Bolts and
Embeds 8/4 | 8/5 486 Place Foundations 8/5 | 8/6 487 Strip Forms and Clean Embeds 8/6 a 8/9 488
Interior and Perimeter / Panel Foundations 8/4 9/8 “489 Column Line 17 to 13 (149,413 sf) 8/4 8/16
490 Layout and Excavate 8/5 g 8/9 491 Receive, Inventory and Store Anchor Bolt A + 8/5 ~T92TM~
Install Rebar 8/4 g 8/6 493 Install Bolts and Embeds 8/5 | 8/6 494 Place Foundations 8/6 [I] 8/10
495 Strip Forms and Clean Embeds 8/6 g 8/9 ~496~~ Install Erection Pads 8/5 g 8/9 497 Cure Time
Prior to Loading 8/9 FTj 8/16 ~498~ Column Line 13 to 9 (149,360 sf) 8/9 8/25 499 Layout and
Excavate 8/9 Q 8/11 500 Receive, Inventory and Store Anchor Bolt A + 8/9 501 Install Rebar 8/10 |
8/12 502 Install Bolts and Embeds 8/11 J 8/12 503 Place Foundations 8/12 Q 8/16 504 Strip Forms and
Clean Embeds 8/16 | 8/17

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	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name I 12nd Quarter 13rd
Quarter 14th Quarter 11 st Quarter |2ndQjjart Mar I “Apr I May I Jun Jul I ~Aug I Sep I Oct I Nov [
Dec \ Jan I Feb 1 Mar I Apr 505 install Erection Pads 8/16 1 8/18 506 Cure Time Prior to Loading
8/18 g 8/25 507 Column Line 9 to 5 (149,360 sf) 8/11 8/27 508 Layout and Excavate 8/11 g 8/13 509
Receive, Inventory and Store Anchor Bolt A 8/11 “ 510 Install Rebar 8/12 Q 8/16 511 Install Bolts
and Embeds 8/13 g 8/16 ~“512"~ Place Foundations 8/16 [ 8/18 5?3 Strip Forms and Clean Embeds 8/18
| 8/19 514 Install Erection Pads 8/18 g 8/20 515 Cure Time Prior to Loading 8/20 Q 8/27 516 Column
Line 5 to 1 (153,425 sf) 8/13 9/8 517 Layout and Excavate 8/13 rj 8/19 518 Receive, Inventory and
Store Anchor Bolt A 4 8/13 “5T9~~” Install Rebar 8/16 g 8/20 “526~~ Install Bolts and Embeds 8/19
| 8/23 “521 Place Foundations 8/23 g 8/26 522 Strip Forms and Clean Embeds 8/24 [] 8/26 523
Install Erection Pads 8/24 | 8/27 “524” Cure Time Prior to Loading 8/27 cp 9/8 525 Slab on Grade
7/30 9/13 526 Confirm Backfills Approved ? 7/30 527 Panel Casting Slab Area #1 (+/ 65,000 sf) 8/3
8/16 “528” Fine Grade and Prep 8/3 g 8/5 529 Install Edge Form 8/4 | 8/5 ~~530~” Place
Reinforcing Steel / Dowels 8/4 g 8/6 “53?” Place and Finish Slab 8/5 Q 8/9 “532” Wet Cure 8/9 03
8/16 “533” Panel Casting Slab Area #2 (+/ 65,000 sf) 8/5 8/18 “534” Fine Grade and Prep 8/5 fj
8/9 535 Install Edge Form 8/6 g 8/9 “536” Place Reinforcing Steel / Dowels 8/6 rj 8/10 537 Place
and Finish Slab 8/9 | 8/11 “538” Wet Cure 8/11 Q 8/18 539 Panel Casting Slab Area #3 (+/ 65,000
sf) 8/9 «¦*) 8/20 “5~4~0 “ Fine Grade and Prep 8/9 g 8/11 “541 Install Edge Form 8/10 | 8/11 542
Place Reinforcing Steel / Dowels 8/10 g 8/12 543 Place and Finish Slab 8/11 3 8/13 544 Wet Cure
8/13 H3 8/20 545 Panel Casting Slab Area #4 (+/ 65,000 sf) 8/12 8/25 “546"' Fine Grade and Prep
8/12 g 8/16

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	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name I 12nd Quarter
13rd Quarter 4t h Quarter lj st Q uarter JldjOuart Mar I Apr I May I Jun | Jul I Aug [ !>ep I
Oct I Nov I Dec I Jan I Feb I Mar I Apr T 547 Install Edge Form 8/13 0 8/16 548 Place Reinforcing
Steel / Dowels 8/13 Q 8/17 549 Place and Finish Slab 8/16 | 8/18 550 Wet Cure 8/18 gg 8/25 551
Panel Casting Slab Area #5 (+/ 65,000 sf) 8/16 9 8/27 552” Fine Grade and Prep 8/16 0 8/18 553
Install Edge Form 8/17 | 8/18 554 Place Reinforcing Steel / Dowels 8/17 Q 8/19 555 Place and Finish
Slab 8/18 Q 8/20 556 Wet Cure 8/20 ? 8/27 ~“557"~ Interior Slab Area #6 (+/ 65,000 sf) 8/18 * 9/2
558 Fine Grade and Prep 8/18 g 8/20 559 Install Edge Form 8/19 1 8/20 “560” Place Reinforcing
Steel / Dowels 8/19 fj 8/23 561 Place and Finish Slab 8/20 g 8/24 562 Wet Cure 8/24 JFJj 9/2 563
Interior Slab Area #7 (+/ 65,000 sf) 8/20 4 9/7 “564""' Fine Grade and Prep 8/20 Q 8/24 “565”
Install Edge Form 8/23 J 8/24 566 Place and Finish Slab 8/24 ] 8/26 ~567~ Wet Cure 8/26 FJ H 9/7
568 Interior Slab Area #8 (+/ 65,000 sf) 8/24 9/9 “569” Fine Grade and Prep 8/24 g 8/26 570
Install Edge Form 8/25 | 8/26 571 Place and Finish Slab 8/26 Q 8/30 “572” Wet Cure 8/30 r EB 9/9
573 Interior Slab Area #9 (+/ 65,000 sf) 8/26 9/13 574 Fine Grade and Prep 8/26 FJ 8/30 “575”
Install Edge Form 8/27 g 8/30 576 Place and Finish Slab 8/30 g 9/3 577 Wet Cure 9/3 B 9/13 578
Panels 8/16 10/5 579 Panels and Reinforcing Steel 8/16 9/24 “580” Panels #14 #38 (Group #1 25
Panels) 8/16 9/3 581 Layout and Snap Lines 8/16 | 8/17 582 Form Panels and Apply Bond Breaker 8/16
| 8/19 “583""' Install Down Side Embeds 8/16 B 8/19 584 Install Panel Reinforcing Steel 8/16 fj
8/19 585 Install Lift Steel 8/17 | 8/19 586 Install Upside Panel Embeds 8/16 Q 8/20 587 Install
Other Embedded Systems 8/16 Q 8/20 “588 Ring Panel / Panel Check 8/19 ffl 8/23

Page 14

 

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 2nd Quarter 3rd
Quarter l 4th Qua rter 1st Quartex 1 2nd Quart Mar~1 Apr | May I Jun Jul Aug Sep Oct Nov Dec Jan
Feb Mar Apr 589 Place and Finish Panel 8/23 D 8/25 “~590 Cure Time Prior to Lift 8/25 EFJ 9/3 591
Strip Formwork and Clean 8/30 g 9/3 592 Install Panel Braces 8/27 03 9/3 593 Panels #1 #13 and #268
#279 (Group # 8/18 9/8 594 Layout and Snap Lines 8/18 | 8/19 595 Form Panels and Apply Bond Breaker
8/18 g 8/23 596 Install Down Side Embeds 8/18 rj 8/23 597 Install Panel Reinforcing Steel 8/18 g
8/23 “~598~ Install Lift Steel 8/19 ffl 8/23 599 Install Upside Panel Embeds 8/18 ffl 8/24 600
Install Other Embedded Systems 8/18 g] 8/24 60~1 Ring Panel / Panel Check 8/23 Q 8/25 602 Place and
Finish Panel 8/25 | 8/27 603 Cure Time Prior to Lift 8/27 r£g 9/8 “604” Strip Formwork and Clean
9/3 FJ 9/8 605 Install Panel Braces 9/2 g 9/8 606 Panels #243 #267 (Group #3 25 Panels) 8/25 9/15
607 Layout and Snap Lines 8/25 | 8/26 608 Form Panels and Apply Bond Breaker 8/25 Q 8/30 “609""'
Install Down Side Embeds 8/25 Fj 8/30 ~6To~~~ Install Panel Reinforcing Steel 8/25 g 8/30 611
Install Lift Steel 8/26 g 8/30 612 Install Upside Panel Embeds 8/25 gg 9/2 613 Install Other
Embedded Systems 8/25 CD 9/2 614 Ring Panel / Panel Check 8/30 0 9/3 615 Place and Finish Panel 9/3
g 9/8 616 Cure Time Prior to Lift 9/8 ffl 9/15 ~617 Strip Formwork and Clean 9/13 g 9/15 ~~6T8
Install Panel Braces 9/10 E 9/15 “619” Panels #213 #342 (Group #4 32 Panels) 8/27 9/24 “620”
Layout and Snap Lines 8/27 rj 8/30 “621 Form Panels and Apply Bond Breaker 8/27 Q 9/8 “622”
Install Down Side Embeds 9/2 ? 9/10 “623""' Install Panel Reinforcing Steel 9/7 ? 9/14 “~6~24~”
Install Lift Steel 9/10 Q 9/14 “625” Install Upside Panel Embeds 9/9 g 9/15 “626"' Install Other
Embedded Systems 9/9 ? 9/15 627 Ring Panel / Panel Check 9/13 | 9/15 628 Place and Finish Panel
9/15 | 9/17 629 Cure Time Prior to Lift 9/17 @ 9/24 630 Strip Formwork and Clean 9/22 o 9/24

Page 15

 

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID ‘Task Name 2nd Quarter ~
13rd Quarter 14th Quarter 11 st Quarter 12nd Quart Mar I Apr I May I Jun I Jul T~~Aug I Sep I Oct I
Nov I Dec I Jan | Feb I Mar I Apr I 631 Install Panel Braces 9/21 rj 9/24 632 Panel Erection 9/10 TM
p 10/5 633 Column Line 1 thru 17 9/10 “ p 10/5 634 Crane Delivery and Assembly 9/14 g 9/16 635
Crane Access / Travel Prepared 9/10 m 9/14 636 Panel Erection 9/17 (f 9/28 637 Panel Group #1 9/17
g 9/20 638 Panel Group #2 9/20 | 9/21 ~~639~ Panel Group #3 9/21 I 9/22 “~64b"~” Panel Group #4
9/24 | 9/28 641 Plumb, Line and Weld 9/22 ? 10/1 ~~642~ Grout Panel Bottoms 9/27 gg 10/5 643
STRUCTURAL STEEL 6/28 “ 10/11 ~~644~” Structural Steel Area 33 thru 17 6/28 “ 7/30 645 Level Base
Plate Setting Nuts 6/28 rj 6/29 646 Slab on Grade In Place for Delivery * 6/30 647 Deliver, Shake
Out and Spread Steel 7/2 rj 7/6 648 Panel Erection Complete ? 7/22 649~” Brace Frame Column Line 25
7/2 7/9 650 Erect Wide Flange Columns, Beams and Chevrc 7/2 [JJ 7/8 651 Plumb, Line, Weld and
Temporary Brace 7/9 | 7/9 652 Column Line 33 to 29 (149,413 sf) 7/7 7/26 “653” Erect Inboard
Interior Columns 7/7 Q 7/9 “654” Erect Perimeter Columns 7/23 [ 7/23 655 Plumb, Line, Weld and
Certifications 7/26 | 7/26 656 Column Line 29 to 25 (149,360 sf) 7/12 7/28 657 Erect Inboard
Interior Columns 7/12 ? 7/14 658 Erect Perimeter Columns and Remaining Brace 7/26 0 7/27 659 Plumb,
Line, Weld and Certifications 7/28 | 7/28 660 Column Line 25 to 21 (149,360 Sf) 7/15 7/29 661”
Erect Inboard Interior Columns 7/15 rj 7/19 662 Erect Perimeter Columns 7/28 | 7/28 “6“63~” Plumb,
Line, Weld and Certifications 7/29 ( 7/29 “~664” Column Line 21 to 17 (149,413 sf) 7/20 7/30 665
Erect Inboard Interior Columns 7/20 ? 7/22 ~“666~” Erect Perimeter Columns 7/29 I 7/29 667 Plumb,
Line, Weld and Certifications 7/30 | 7/30 ~~6~68~~ Structural Steel Area 49 thru 33 7/27 9/3
“6“69~ Level Base Plate Setting Nuts 7/27 | 7/28 670 Slab on Grade In Place for Delivery ? 7/30
“671 Deliver, Shake Out and Spread Steel 7/30 g 8/3 672 Panel Erection Complete ? 8/24

Page 16

 

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 2nd Quarter 3rd
Quarter 4thi Quarter 1st Quarter 2nd Quart Mar | Apr [ May I Jun I Jul I Aug I Sep ~| Oct I Nov I
Del: \ Jan T Feb I Mar I “)r 673 Brace Frame Column Line 41 7/29 W 8/4 674 Erect Wide Flange
Columns, Beams and Chevrc 7/29 |f] 8/3 675 Plumb, Line, Weld and Temporary Brace 8/4 | 8/4 676
Column Line 49 to 45 (150,159 sf) 8/6 8/30 677 Erect Inboard Interior Columns 8/6 g 8/11 678 Erect
Perimeter Columns and Remaining Brace 8/25 [] 8/27 679 Plumb, Line, Weld and Certifications 8/27 B
8/30 680 Column Line 45 to 41 (149,360 sf) 8/3 8/26 681 Erect Inboard Interior Columns 8/3 [] 8/6
682 Erect Perimeter Columns 8/24 | 8/25 “683” Plumb, Line, Weld and Certifications 8/25 j 8/26
684 Column Line 41 to 37 (149,360 sf) 8/11 <r 9/2 685 Erect Inboard Interior Columns 8/11 D 8/16
1T8~6"~ Erect Perimeter Columns 8/27 g 8/30 687""' Plumb, Line, Weld and Certifications 8/30 g 9/2
"~688~ Column Line 37 to 33 (149,413 sf) 8/16 1 9/3 689 Erect Inboard Interior Columns 8/16 g 8/19
“6~90"~ Erect Perimeter Columns 8/30 fj 9/2 691 Plumb, Line, Weld and Certifications 9/2 I 9/3
TM692~” Structural Steel Area 17 thru 1 8/23 10/11 ~~693~” Level Base Plate Setting Nuts 8/23 0 8/25
694 Slab on Grade In Place for Delivery ? 8/27 695 Deliver, Shake Out and Spread Steel 8/27 H 9/2
696 Panel Erection Complete ? 10/1 697 Brace Frame Column Line 9 8/25 9/3 698 Erect Wide Flange
Columns, Beams and Chevrc 8/25 EB 9/2 699 Plumb, Line, Weld and Temporary Brace 9/2 I 9/3 “700
Column Line 17 to 13 (149,413 sf) 9/2 10/5 ~7u1 Erect Inboard Interior Columns 9/2 Q 9/8 702 Erect
Perimeter Columns 10/10 10/4 “~703~” Plumb, Line, Weld and Certifications 10/4 | 10/5 ~“7bT~ Column
Line 13 to 9 (149,360 sf) 9/8 10/7 705 Erect Inboard Interior Columns 9/8 g 9/13 706 Erect
Perimeter Columns and Remaining Brace 10/4 g 10/6 707 Plumb, Line, Weld and Certifications 10/6 J
10/7 “708TM Column Line 9 to 5 (149,360 sf) 9/13 “ 10/8 709 Erect Inboard Interior Columns 9/13 Q
9/16 710 Erect Perimeter Columns 10/6 | 10/7 711 Plumb, Line, Weld and Certifications 10/7 | 10/8
“Tf2~” Column Line 5 to 1 (153,425 sf) 9/16 10/11 713 Erect Inboard Interior Columns 9/16 g 9/21
714 Erect Perimeter Columns 10/7 | 10/8 1 1

Page 17

 

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 2nd Quarter 3rd
Quarter 14th Quarter ~ 1st Quarter |2nd Quart Mar I Apr i May I Jun I JuT I Aug I Sep 1 Oct I Nov
Dec 1 Jan I Feb 1 Mar | Apr J 715 Plumb, Line, Weld and Certifications 10/8 jj 10/11 “716 PANELIZED
ROOF 7/15 10/25 717 Panelized Roof Area 33 thru 17 7/15 “ 8/12 718 Deliver, Shake Out and Spread
Joists / Sheathing 7/15 g 7/19 719 Set Up Panelized Tables 7/20 g 7/21 720 Column Line 33 to 29
(149,413 sf) 7/22 7/28 721 Erect Girders, Joists and Panelized Sheathing 7/22 g 7/26 ~722~’ Nail
Roof Sheathing 7/26 g 7/27 723 Secure Nailing Inspection 7/28 | 7/28 724 Column Line 29 to 25
(149,360 sf) 7/29 ff 8/4 725 Erect Girders, Joists and Panelized Sheathing 7/29 ? 8/2 726 Nail Roof
Sheathing 8/2 g 8/3 727 Secure Nailing Inspection 8/4 [ 8/4 728 Roof System Approved For Roofing to
Brace Fra + 8/4 729 Column Line 25 to 21 (149,360 sf) 8/3 *V 8/9 730 Erect Girders, Joists and
Panelized Sheathing 8/3 0 8/5 781 Nail Roof Sheathing 8/5 Q 8/6 “ “732” Secure Nailing Inspection
8/9 | 8/9 733 Column Line 21 to 17 (149,413 sf) 8/6 WW 8/12 734 Erect Girders, Joists and Panelized
Sheathing 8/6 Q 8/10 ~73~5"~ Nail Roof Sheathing 8/10 0 8/11 736 Secure Nailing Inspection 8/12 I
8/12 737 Roof System Approved For Roofing to Separatio ? 8/12 738 Panelized Roof Area 49 thru 33
8/17 9/20 739~” Deliver, Shake Out and Spread Joists / Sheathing 8/17 Q 8/20 740 Set Up Panelized
Tables 8/20 0 8/24 741 Column Line 49 to 45 (150,159 sf) 8/26 p 9/7 742 Erect Girders, Joists and
Panelized Sheathing 8/26 ? 9/2 743~~ Nail Roof Sheathing 8/30 0 9/3 744 Secure Nailing Inspection
9/3 fj 9/7 745 Column Line 45 to 41 (149,360 sf) 9/2 9/10 746 Erect Girders, Joists and Panelized
Sheathing 9/2 ? 9/8 747” Nail Roof Sheathing 9/7 0 9/9 748 Secure Nailing Inspection 9/9 J 9/10 749
Roof System Approved For Roofing to Brace Fra + 9/10 750~ Column Line 41 to 37 (149,360 sf) 9/8
9/15 751 Erect Girders, Joists and Panelized Sheathing 9/8 n 9/13 752 Nail Roof Sheathing 9/10 ?
9/14 753 Secure Nailing Inspection 9/14 1 9/15 754 Column Line 37 to 33 (149,413 sf) 9/13 9/20 755
Erect Girders, Joists and Panelized Sheathing 9/13 0 9/16 ~756~~ Nail Roof Sheathing 9/15 0 9/17

Page 18

 

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 12ndLQuarteL l3rd
Q uarter 14th Quarter J 1st Quarter 12nd Quart Mar I Apr I May I Jun | Jul I Aug TSep I Oct I Nov I
Dec I Jan 1 Feb~T Mar I Apr T~ 757 Secure Nailing Inspection 9/17 g 9/20 758 Roof System Approved
For Roofing to Separatio + 9/20 759 Panelized Roof Area 17 thru 1 9/24 “ 10/25 760~ Deliver, Shake
Out and Spread Joists / Sheathing 9/24 g 9/29 “ 761 Set Up Panelized Tables 9/29 g 10/1 762 Column
Line 17 to 13 (149,413 sf) 10/5 10/12 763 Erect Girders, Joists and Panelized Sheathing 10/5 0 10/8
“764” Nail Roof Sheathing 10/7 | 10/11 765 Secure Nailing Inspection 10/11 [ 10/12 766 Column Line
13 to 9 (149,360 sf) 10/8 10/15 767 Erect Girders, Joists and Panelized Sheathing 10/8 fj 10/13 768
Nail Roof Sheathing 10/12 | 10/14 769 Secure Nailing Inspection 10/14(10/15 770 Roof System
Approved For Roofing to Brace Frs + 10/15 ~771 Column Line 9 to 5 (149,360 sf) 10/13 10/20 772
Erect Girders, Joists and Panelized Sheathing 10/13 ? 10/18 ~~773 Nail Roof Sheathing 10/15 0 10/19
~~774~~ Secure Nailing Inspection 10/19 J 10/20 775 ~ Column Line 5 to 1 (153,425 sf) 10/18 10/25
~TW” Erect Girders, Joists and Panelized Sheathing 10/18 Q 10/21 777 Nail Roof Sheathing 10/20 D
10/22 778 Secure Nailing Inspection 10/22 g 10/25 779 Roof System Approved For Roofing to Separatio
? 10/25 780 ROOF SYSTEMS 7/28 TM 11/4 781 Roof Curbs / Roof Drains / Penetrations 7/28 10/27 782
Roof Curbs / Drains Area 33 thru 17 7/28 8/16 783 Column Line 33 to 29 (149,413 sf) 7/28 0 7/30
“784” Column Line 29 to 25 (149,360 sf) 8/4 Q 8/6 785 Column Line 25 to 21 (149,360 sf) 8/9 0
8/11 “~78~6~~” Column Line 21 to 17 (149,413 sf) 8/12 ? 8/16 “787 Roof Curbs / Drains Area 49 thru
33 9/3 “ 9/22 ~78~8” Column Line 49 to 45 (150,159 sf) 9/3 Q 9/9 ~789” Column Line 45 to 41
(149,360 sf) 9/9 ? 9/14 790 Column Line 41 to 37 (149,360 sf) 9/14 0 9/17 791 Column Line 37 to 33
(149,413 sf) 9/17 ? 9/22 792 Roof Curbs / Drains Area 17 thru 1 10/11 10/27 j 793 Column Line 17 to
13 (149,413 sf) 10/11 0 10/14 794 Column Line 13 to 9 (149,360 sf) 10/14 Q 10/19 795 Column Line 9
to 5 (149,360 sf) 10/19 Q 10/22 :T9~6~” Column Line 5 to 1 (153,425 sf) 10/22 g 10/27 “797
Membrane Roof System 7/30 11/1 “ 798” Membrane Roof System Area 33 thru 17 7/30 “ 8/19

Page 19

 

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS
I LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name J 2ndJ2juarter
13rd Quarter l 4th Quarter R siQuarter 12ndQuart Mar [ Apr I May T Jun Jul I Aug I Sep I Oct I Nov
| Dec I Jan T Feb [ Mar I ApT” 799 Pre Roof Meeting 7/30 | 7/30 800 Column Line 33 to 29 (149,413
sf) 8/2 8/6 801” Load Roofing Materials 8/2 0 8/3 ~~802~ Base and Two Ply 8/4 rj 8/5 ~~803~~~
Detail and Cap Sheet 8/5 0 8/6 ~~80~4~” Column Line 29 to 25 (149,360 sf) 8/4 WV 8/11 805 Load
Roofing Materials 8/4 [j 8/5 806 Base and Two Ply 8/9 Q 8/10 807 Detail and Cap Sheet 8/10 Q 8/11
“808” Column Line 25 to 21 (149,360 sf) 8/6 p 8/16 809 ~ Load Roofing Materials 8/6 g 8/9 “810
Base and Two Ply 8/12 0 8/13 ~&vT~ Detail and Cap Sheet 8/13 Q 8/16 “812” Column Line 21 to 17
(149,413 sf) 8/10 W 8/19 “~873~” Load Roofing Materials 8/10 0 8/11 814 Base and Two Ply 8/17 Q
8/18 815 Detail and Cap Sheet 8/18 g 8/19 “~8T6~~ Membrane Roof System Area 49 thru 33 9/3 9/27 817
Pre Roof Meeting 9/3 | 9/7 818 Column Line 49 to 45 (150,159 sf) 9/7 *9/14 819 Load Roofing
Materials 9/7 [ 9/9 820 Base and Two Ply 9/9 Q 9/13 821 Detail and Cap Sheet 9/10 Q 9/14 822”
Column Line 45 to 41 (149,360 sf) 9/9 9/17 “823” Load Roofing Materials 9/9 a 9/13 824 Base and
Two Ply 9/14 Q 9/16 “825” Detail and Cap Sheet 9/15 Q 9/17 826 Column Line 41 to 37 (149,360 sf)
9/13 “ 9/22 827 Load Roofing Materials 9/13 0 9/15 828 Base and Two Ply 9/17 Q 9/21 “829” Detail
and Cap Sheet 9/20 g 9/22 830 Column Line 37 to 33 (149,413 sf) 9/15 i 9/27 831 Load Roofing
Materials 9/15 1 9/17 832 Base and Two Ply 9/22 0 9/24 “833” Detail and Cap Sheet 9/23 Q 9/27 834
Membrane Roof System Area 17 thru 1 10/11 11 /1 “835” Pre Roof Meeting 10/11 J 10/12 836 Column
Line 17 to 13 (149,413 sf) 10/12 10/19 “837” Load Roofing Materials 10/12 | 10/14 ~“83“8” Base
and Two Ply 10/14 0 10/18 ~839"~ Detail and Cap Sheet 10/15 ? 10/19 840 Column Line 13 to 9
(149,360 sf) 10/14 10/22

Page 20

 

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 2nd Quarter, 3rd
Quarter 14th Quarter |JsLQuarter 12nd Quart Mar I Apr I May I Jun I Jul I Aug I Sep I 6ct I Nov I
Dec | Jan I Feb I Mar I Apr 841 Load Roofing Materials 10/14 Q] 10/18 842 Base and Two Ply 10/19 |
10/21 ~~843~” Detail and Cap Sheet 10/20 | 10/22 844 Column Line 9 to 5 (149,360 sf) 10/18 10/27
845 Load Roofing Materials 10/18 g 10/20 ~846"~ Base and Two Ply 10/22 | 10/26 “847” Detail and Cap
Sheet 10/25 g 10/27 848 Column Line 5 to 1 (153,425 sf) 10/20 11/1 “849” Load Roofing Materials
10/20 fl 10/22 “850” Base and Two Ply 10/27 g 10/29 “~85T” Detail and Cap Sheet 10/28 n 11/1 852
Finish Roof Accessories and Sheet Metal 8/9 TM TM TMTM« 11/4 853” Roof Accessories and Sheet Metal Area
33 thru 1 8/9 p 8/24 854 Column Line 33 to 29 (149,413 sf) 8/9 Q 8/11 “855” Column Line 29 to 25
(149,360 sf) 8/12 ? 8/16 “856” Column Line 25 to 21 (149,360 sf) 8/17 g 8/19 857 Column Line 21 to
17 (149,413 sf) 8/20 |J 8/24 858” Roof Accessories and Sheet Metal Area 49 thru ; 9/14 9/30 “859”
Column Line 49 to 45 (150,159 sf) 9/14 rj 9/17 860 Column Line 45 to 41 (149,360 sf) 9/17 ? 9/22
“861 Column Line 41 to 37 (149,360 sf) 9/22 Q 9/27 “862” Column Line 37 to 33 (149,413 sf) 9/27
rj 9/30 863 Roof Accessories and Sheet Metal Area 17 thru 1 10/19 11/4 864 Column Line 17 to 13
(149,413 sf) 10/19 Q 10/22 865 Column Line 13 to 9 (149,360 sf) 10/22 ? 10/27 ~866” Column Line 9
to 5 (149,360 sf) 10/27 rj 11/1 867 Column Line 5 to 1 (153,425 sf) 11/10 11/4 868” Roof System
Watertight 8/24 “ 11/4 ~869” Roof Systems Watertight Area 33 thru 17 * 8/24 870 Roof Systems
Watertight Area 49 thru 33 4 9/30 “871 Roof Systems Watertight Area 17 thru 1 4 11/4 “872” EXTERIOR
FINISH SYSTEMS 7/30 “ 12/15 “873 Sack and Patch 7/30 J “ 11/4 874” Sack and Patch Area 33 thru 17
7/30 8/13 875 Column Line 33 to 29 (149,413 sf) 7/30 |~~| 8/9 876 Column Line 29 to 25 (149,360 sf)
8/10 g 8/13 877 Column Line 33 to 29 (149,413 sf) 7/30 m 8/9 878 Column Line 29 to 25 (149,360 sf)
8/10 0 8/13 879 Column Line 25 to 21 (149,360 sf) 8/16 0 8/19 880 Column Line 21 to 17 (149,413 sf)
8/20 n 8/30 881 Sack and Patch Area 49 thru 33 9/2 “ 9/30 882 Column Line 49 to 45 (150,159 sf) 9/2
r~l 9/14

Page 21

 

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 12nd Quarter 3rd
Quarter 14th Quarter 11st Quarter 12nd Quart Mar I Apr I May I Jun Jul I Auq “T Sep I Oct I Nov |
Dec Pjan | Feb 1 Mar 1 Apr \ 883 Column Line 45 to 41 (149,360 sf) 9/14 jp 9/20 884 Column Line 41
to 37 (149,360 sf) 9/20 R 9/24 885” Column Line 37 to 33 (149,413 sf) 9/24 g 9/30 886 Sack and
Patch Area 17 thru 1 10/8 11 /4 887 Column Line 17 to 13 (149,413 sf) 10/8 g 10/14 888” Column
Line 13 to 9 (149,360 sf) 10/14 rfl 10/20 889 Column Line 9 to 5 (149,360 sf) 10/20 g 10/26 890
Column Line 5 to 1 (153,425 sf) 10/26 [Q 11/4 ~891 Overhead and Man Doors 8/10 “ 11/12 892
Overhead and Man Doors Area 33 thru 17 8/10 “ 9/9 893 Column Line 33 to 29 (149,413 sf) 8/10 ? 8/16
“894TM Column Line 29 to 25 (149,360 sf) 8/17 ? 8/23 895 Column Line 25 to 21 (149,360 sf) 8/24 rj
8/30 896 Column Line 21 to 17 (149,413 sf) 9/2 ? 9/9 897 Overhead and Man Doors Area 49 thru 33
9/14 10/12 898 Column Line 49 to 45 (150,159 sf) 9/14 H 9/21 899 Column Line 45 to 41 (149,360 sf)
9/21 gg 9/28 900 Column Line 41 to 37 (149,360 sf) 9/28 Q 10/5 901 Column Line 37 to 33 (149,413
sf) 10/5 H 10/12 902 Overhead and Man Doors Area 17 thru 1 10/15 “i 11/12 903 Column Line 17 to 13
(149,413 sf) 10/15 Q 10/22 904 Column Line 13 to 9 (149,360 sf) 10/22 gg 10/29 905 Column Line 9 to
5 (149,360 sf) 10/29 11/5 906 Column Line 5 to 1 (153,425 sf) 11/5 0 11/12 907 Window Features with
Framing, Skin System and Glaz 8/10 “ “ 12/15 ~~908~ Window Systems Area 33 thru 17 8/10 “ 9/16
“909” Column Line 33 to 29 (149,413 sf) 8/10 | | | | I cm 9/16 910 Window Systems Area 49 thru 33
9/17 10/21 911 Column Line 49 to 45 (150,159 sf) 9/17 11 ||| I Ml 10/21 912 Window Systems Area 17
thru 1 11/2 12/15 913 Column Line 5 to 1 (153,425 sf) 11/2 I I I I I I I I I II 12/15 914 Caulking
and Prep 8/10 11/12 915 Caulking and Prep Area 33 thru 17 8/10 “ 9/9 916 Column Line 33 to 29
(149,413 sf) 8/10 ? 8/16 917 Column Line 29 to 25 (149,360 sf) 8/17 g 8/19 918 Column Line 25 to 21
(149,360 sf) 8/20 g 8/24 919 Column Line 21 to 17 (149,413 sf) 9/2 ? 9/9 920 Caulking and Prep Area
49 thru 33 9/14 10/5 921 Column Line 49 to 45 (150,159 sf) 9/14 ? 9/22 922 Column Line 45 to 41
(149,360 sf) 9/22 a 9/27 923 Column Line 41 to 37 (149,360 sf) 9/27 [J 9/30 924 Column Line 37to 33
(149,413 sf) 9/30 a 10/5

Page 22

 

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 2nd Quarter 3rd
Quarter 4th Quarter 1 st Quarter 2nd Quart Mar I Apr I May I Jun I Jul f Aug I Sep | Oct I Nov I
Dec 1 Jan I Feb T Mar | Apr 925 Caulking and Prep Area 17 thru i 10/14 11/12 926 Column Line 17 to
13 (149,413 sf) 10/14 jQ 10/19 927 Column Line 13 to 9 (149,360 sf) 10/20 Q 10/25 “928” Column
Line 9 to 5 (149,360 sf) 10/26 g 10/29 929 Column Line 5 to 1 (153,425 sf) 11/4 gg 11/12 ~930~”
Painting and Trim 8/17 “ TM “ TM TM 12/9 ~~931 Painting and Trim Area 33 thru 17 8/17 “ P 9/16 932
Column Line 33 to 29 (149,413 sf) 8/17 ? 8/23 933 Column Line 29 to 25 (149,360 sf) 8/24 ? 8/30 934
Column Line 25 to 21 (149,360 sf) 9/2 ? 9/9 935 Column Line 21 to 17 (149,413 sf) 9/10 ? 9/16 936
Painting and Trim Area 49 thru 33 9/22 10/27 “937” Column Line 49 to 45 (150,159 sf) 9/22 [ ] 10/6
938 Column Line 45 to 41 (149,360 sf) 10/6 Q 10/13 939 Column Line 41 to 37 (149,360 sf) 10/13 ?
10/20 940 Column Line 37 to 33 (149,413 sf) 10/20 ? 10/27 941 Painting and Trim Area 17 thru 1
10/27 12/9 “942"' Column Line 17 to 13 (149,413 sf) 10/27 ? 11/3 ~~943~ Column Line 13 to 9
(149,360 sf) 11/3 n 11’10 944 Column Line 9 to 5 (149,360 sf) 11/10 ? 11/17 “945” Column Line 5 to
1 (153,425 sf) 11/17 I: 1 12/9 “946” Exterior Skin Systems Watertight 9/16 “ M 2/9 947 Exterior
Systems Watertight Area 33 thru 17 ? 9/16 “948” Exterior Systems Watertight Area 49 thru 33 ?
10/27 949 Exterior Systems Watertight Area 17 thru 1 ? 12/9 950 INTERIOR FINISH SYSTEMS 7/28 1/28
951 | Pour Strips and Block outs No Pits 7/28 11/8 “952” Pour Strips and Block outs Area 33 thru 17
7/28 8/24 953 Column Line 33 to 29 (149,413 sf) 7/28 gg 8/3 954 Column Line 29 to 25 (149,360 sf)
8/4 g 8/10 “955 Column Line 25 to 21 (149,360 sf) 8/11 H 8/17 956 Column Line 21 to 17 (149,413 sf)
8/18 rj] 8/24 957 Pour Strips and Block outs Area 49 thru 33 9/3 “ 10/4 “958” Column Line 49 to
45 (150,159 sf) 9/3 LJJ 9/13 959 Column Line 45 to 41 (149,360 sf) 9/13 ffl 9/20 960 Column Line 41
to 37 (149,360 sf) 9/20 gg 9/27 961 Column Line 37 to 33 (149,413 sf) 9/27 Q 10/4 962 Pour Strips
and Block outs Area 17 thru 1 10/11 11/8 963 Column Line 17 to 13 (149,413 sf) 10/11 rj 10/18
~964~” Column Line 13 to 9 (149,360 sf) 10/18 fg 10/25 965 Column Line 9 to 5 (149,360 sf) 10/25 EH
11/1 ~~966~” Column Line 5 to 1 (153,425 sf) 11/1 H 11/8

Page 23

 

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 2nd Quarter 3rd
Quarter | 4th Quarter 1st Quarter 12nd Quart Mar I Apr I Mav~ I Jun i Jul I Aug I Sep I Oct I Nov I
Dec [ Jan \ Feb I Mar [ Apr | 967 Overhead Distribution 7/28 “ ¦ ¦ ¦ ¦m TM 1/28 968 Fire Sprinklers
7/28 « TM TM 12/20 969 Fire Sprinklers and Risers Area 33 thru 17 7/28 “ “ 9/13 970 Column Line 33
to 29 (149,413 sf) 7/28 EH 8/6 971 Column Line 29 to 25 (149,360 sf) 8/9 LB 8/18 972 Column Line 25
to 21 (149,360 sf) 8/19 fm 8/30 973 Column Line 21 to 17 (149,413 sf) 9/2 [ffj 9/13 974 Fire
Sprinklers and Risers Area 49 thru 33 9/14 “ 10/27 975 Column Line 49 to 45 (150,159 sf) 9/14 Eg
9/23 “~976"~” Column Line 45 to 41 (149,360 sf) 9/24 nm 1Q/5 977 Column Line 41 to 37 (149,360 sf)
10/6 rJS 10/15 978 Column Line 37 to 33 (149,413 sf) 10/18 [g 10/27 979 Fire Sprinklers and Risers
Area 17 thru 1 10/28 “ 12/20 980 Column Line 17 to 13 (149,413 sf) 10/28 EFJ3 11/8 “981 Column Line
13 to 9 (149,360 sf) 11/9 0 11/18 ~982~” Column Line 9 to 5 (149,360 sf) 11/19 FFFFfl 12/8 983”
Column Line 5 to 1 (153,425 sf) 12/9 [ffl 12/20 984 Exit Signs, Alarms and Other 8/6 “ “ 11/15 985
Exit Signs, Alarms and Other Area 33 thru 1’ 8/6 “*p 9/7 986 Column Line 33 to 29 (149,413 sf) 8/6
E 8/12 987 Column Line 29 to 25 (149,360 sf) 8/13 FJ 8/19 “988” Column Line 25 to 21 (149,360 sf)
8/20 H 8/26 989 Column Line 21 to 17 (149,413 sf) 8/27 [fig 9/7 990 Exit Signs, Alarms and Other
Area 49 thru 3: 9/13 i 10/11 991 Column Line 49 to 45 (150,159 sf) 9/13 [Q 9/20 992 Column Line 45
to 41 (149,360 sf) 9/20 g 9/27 993 Column Line 41 to 37 (149,360 sf) 9/27 rfl 10/4 “994"' Column
Line 37 to 33 (149,413 sf) 10/4 g 10/11 “995” Exit Signs, Alarms and Other Area 17 thru 1 10/18 »¦
” 11/15 “996” Column Line 17 to 13 (149,413 sf) 10/18 E 10/25 997 Column Line 13 to 9 (149,360
sf) 10/25 11/1 998 Column Line 9 to 5 (149,360 sf) 11/1 Q 11/8 “999” Column Line 5 to 1 (153,425
sf) 11/8 Ffl 11/15 Tooo Overhead Lighting and Power 8/6 i “ TM 1/17 1001 Overhead Lighting and Power
Area 33 thru 1 8/6 1 9/15 1002 Column Line 33 to 29 (149,413 sf) 8/6 [£g 8/16 1003” Column Line 29
to 25 (149,360 sf) 8/16 Q 8/24 ~Tb04~ Column Line 25 to 21 (149,360 sf) 8/24 [g 9/3 “TdOET Column
Line 21 to 17 (149,413 sf) 9/7 EE 9/15 1006 Overhead Lighting and Power Area 49 thru : 9/16 P 11/10
1007 Column Line 49 to 45 (150,159 sf) 9/16 gg 9/29 ~To“d8~~ Column Line 45 to 41 (149,360 sf) 9/3
0j=FH1 10/13

Page 24

 

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 2nd Quarter 3rd
Quarter 14th Quarter 11 st Quarter 12nd Quart Mar I Apr | May |~Jun Jul I Aug | Sep ~| Oct I Nov I
Dec \ Jan | Feb I Mar | Apr 1009 Column Line 41 to 37 (149,360 sf) 10/14 r 10/27 1010 Column Line
37 to 33 (149,413 sf) 10/28 EEE 11/10 1011 Overhead Lighting and Power Area 17 thru 1 11/11 “ “ “
1/17 1012 Column Line 17 to 13 (149,413 sf) 11/11 FfTrTI 12/2 1013 Column Line 13 to 9 (149,360 sf)
12/3 m 12/16 1014 Column Line 9 to 5 (149,360 sf) 12/17 rTTTH 1/3 1015 Column Line 5 to 1 (153,425
sf) 1/4 FFFfl 1/17 1016 Floor Joint Filler / Re Saw 8/13 hb h m h h hm 1/25 ~1Q17~ Floor Joint
Filler / Re Saw Area 33 thru 17 8/13 “ 9/17 ~ 1018 Column Line 33 to 29 (149,413 sf) 8/13 gg 8/19
1019 Column Line 29 to 25 (149,360 sf) 8/23 fj 8/27 1020 Column Line 25 to 21 (149,360 sf) 9/2 EB
9/9 1021 Column Line 21 to 17 (149,413 sf) 9/13 fj 9/17 1022 Floor Joint Filler / Re Saw Area 49
thru 33 9/30 “ “ 11/18 1023 Column Line 49 to 45 (150,159 sf) 9/30 Eg 10/7 1024 Column Line 45 to
41 (149,360 sf) 10/14 H 10/21 1025 Column Line 41 to 37 (149,360 sf) 10/28 flg 11/4 1026 Column
Line 37 to 33 (149,413 sf) 11/11 11/18 1027 Floor Joint Filler /Re Saw Area 17 thru 1 12/3 i 1/25
1028 Column Line 17 to 13 (149,413 sf) 12/3 ?] 12/10 1029 Column Line 13 to 9 (149,360 sf) 12/17
FJS 12/27 “Td30~ Column Line 9 to 5 (149,360 sf) 1/4 H 1’11 “l03T~ Column Line 5 to 1 (153,425 sf)
1/18 BfJ 1/25 1032 Floor Cleaning and Sealer 8/19 “ “ 1/28 ~Tb~3~3~ Floor Cleaning and Sealer Area
33 thru 17 8/19 9/20 ~T034~ Column Line 33 to 29 (149,413 sf) 8/19 FJ 8/23 1035 Column Line 29 to
25 (149,360 sf) 8/30 Q 9/3 1036 Column Line 25 to 21 (149,360 sf) 9/10 ffl 9/14 ~1037~ Column Line
21 to 17 (149,413 sf) 9/16 g 9/20 1038 Floor Cleaning and Sealer Area 49 thru 33 10/8 ¦ ¦ 11/23
1039 Column Line 49 to 45 (150,159 sf) 10/8 g 10/12 ~T©40~ Column Line 45 to 41 (149,360 sf) 10/22
rj 10/26 1041 Column Line 41 to 37 (149,360 sf) 11/5 Ffl 11/9 1042 Column Line 37 to 33 (149,413
sf) 11/19 0 11/23 1043 Floor Cleaning and Sealer Area 17 thru 1 12/13 1/28 1044 Column Line 17 to
13 (149,413 sf) 12/13 g 12/15 1045 Column Line 13 to 9 (149,360 sf) 12/28 | 12/30 1046 Column Line
9 to 5 (149,360 sf) 1/12 g 1/14 ,1047 Column Line 5 to 1 (153,425 sf) 1/26 D 1/28 1048 PROGRESSIVE
MILESTONES 9/16 TM 3/18 1049 Progressive Inspection and Occupancy 9/16 “ 3/18 1050 Progressive
Inspection and Occupancy Area 331 9/16 10/1

Page 25

 

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 2nd Quarter J?rdJ3y
arter 4!h Quarter 1st Quarter |2nd Quart Mar I Apr I May I Jun Jul I Aug T Sep | Oct I Nov I Dec I
Jan | Feb I Mar | Apr I 1051 Final Cleaning 9/17 rj 9/21 1052 Progress City Inspection 9/16 FJ 9/20
1053 Utility Release and Service Start 9/21 g 9/23 1054 System Testing and Start up 9/24 g 9/28
1055 Temporary Inspection 9/29 0 10/1 1056 Start Mezzanine Subcontractor + 9/21 1057 Progressive
Inspection and Occupancy Area 491 10/28 “ “ 12/14 1058 Final Cleaning 12/2 Q 12/6 1059 Progress
City Inspection 10/28 ffj 11/1 1060 Utility Release and Service Start 11/2 g 11/8 1061” System
Testing and Start up 12/7 [] 12/9 1062 Temporary Inspection 12/10 g 12/14 1063 Partial Temporary
Occupancy +12/14 1064 Progressive Inspection and Occupancy Area 171 1/18 “ 2/10 1065 Final Cleaning
1/31 | 2/2 1066 Progress City Inspection 1/18 | 1/20 1067 Utility Release and Service Start 1/21 ES
1/27 1068 System Testing and Start up 2/3 rj 2/7 1069 Temporary Inspection 2/8 g 2/10 1070 Partial
Temporary Occupancy ? 2/10 1071 Progressive Inspection and Occupancy ?3/18 1072 All Tenant
Improvement Areas ? 3/18 1073 Final Occupancy Process ? 3/18 1074 Final Inspection / Certifications
for Entire Developmer ? 3/18 1075 INTERIOR IMPROVEMENTS/TENANT IMPROVEMENTS 6/25 “ i 3/18 1076
MEZZANINE IMPROVEMENTS Area 49 thru 45 6/25 TM TM 10/4 ~T077 Below Grade Utilities 6/25 7/7 1078
Rough in Plumbing 6/25 FFfl 7/7 1079 Rough in Electrical 6/25 Eg 7/7 1080” Concrete 6/28 f 7/13
1081 Interior Foundations and Pit 6/28 f” 7/13 1082 Verify Line and Grade 6/28 | 6/28 1083 Layout
and Excavation 6/29 g 7/1 1084 Receive, Inventory and Store Anchor Bolt A 6/29 | 6/29 1085 Install
Rebar 7/1 | 7/1 1086 Install Bolts and Embeds 7/1 | 7/1 1087 Place Foundations 7/2 rj 7/6 1088
Strip Forms and Clean Embeds 7/7 | 7/7 1089 Ready for Slab Sequence ? 7/7 • 1090 Install Erection
Pads 7/8 [ 7/8 ‘ 1091 Cure Time Prior to Loading 7/7 B 7/13 1092 ~ Erect Shear Walls with Exterior
Panels ? 7/13 j

Page 26

 

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 2nd Quarter 3rd
Quarter 4th Quarter J 1st Quarter, 2nd Quart Mar I Apr I May I Jun Jul [ Aug [ Sep 1 Oct \ Nov 1
Dec 1 Jan | Feb 1 Mar I Apr 1093 Roof Columns In Place Panelized Roof System Con + 9/3 1094 “ Steel
and Structural Deck 9/3 pi “ p 10/4 1095 Erect Mezzanine Columns and Beams 9/3 ? 9/10 1096 Erect
Bar Joists and Misc Steel 9/10 ? 9/16 1097 Install Stair Pans 9/16 Q 9/20 1098 Metal Decking 9/20 ?
9/27 1099 Edge Closures and Studs 9/27 | 9/30 1100 Place Concrete over Metal Deck 9/30 rj 10/4 1101
TENANT IMPROVEMENTS 9/27 “ “ “ 3/18 1102 Exterior Wall Systems Weather Tight + 10/27 1:103 Roof
Structure Weather Tight + 9/30 1104 Main Office Area 49 thru 45 9/27 “ 3/18 1105 Ground Floor 9/27
¦ ¦ “ ¦” 1 2/8 1106 Start Improvements ? 9/27 “1107 ‘ Overhead Rough in 9/27 W 10/4 1108 Fire
Sprinkler 9/27 fg 10/4 1109 Plumbing 9/27 gg 10/4 1110 Mechanical 9/27 fj 10/4 1111 Electrical 9/27
q 10/4 1112 Other 9/27 n 10/4 1113 Walls 9/27 12/9 1114 Metal Stud Framing for Walls and Soffi 9/27
I I 10/18 1115 Wall Rough in 10/7 * 10/21 “T?16~ Plumbing 10/7 |||| 10/21 1117 Electrical 10/7 fZH
1°/21 ~T\W Other 10/7 fHH 10/21 “1119” One Side Drywall 10/19 n 10/29 1120 Insulation 10/27 Q 11/1
1121 Second Side Drywall 10/28 [ ] 11/11 1122 Tape and 1st Coat Walls 11/8 n 11/18 1123 Finish Coat
Walls / Texture 11/15 [ | 12/7 T»24~ Prep Walls for Grid 12/7 Q 12/9 TT25~ Ceilings 11/11 TM 1/10
1126 Ceiling Framing 11/11 Q 11/15 1127 Install Ceiling Grid 12/9 ? 12/21 1128 Overhead Fixtures
12/16 12/23 1129 Cut Fire Sprinkler Drops 12/16 ? 12/23 1130 Mechanical Drops 12/16 ? 12/23 1131
Electrical Fixtures 12/16 Q 12/23 1132 Other 12/16 D 12/23 1133 Drywall Ceilings 11/15 11/23 1134
Hang Drywall Ceilings 11/15 fl 11/17

Page 27

 

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 2nd Quarter 3rd
Quarter 14th Quarter iisLQuarter 2n d Qyart Mar I Apr I May I Jun \ Jul I Aug I Sep I Oct I Nov |
Dec I Jan I Feb I Mar [ Apr [ 1135 tape” and 1st Coat Ceiling 11/17 g 11/19 1136 Finish Coat
Ceilings / Texture 11/19 0 11/23 1137 Acoustic Ceiling 12/23 1/10 1138 Drop Cut In Tiles and Tiles
at Fixti 12/23 fj 12/29 1139 Overhead Inspections 12/29 ? 1/3 1140 Drop Ceiling Tiles 1/3 ? 1/10
~1141 Conductors and Controls 11/11 “ “ 12/16 1142 Pull Conductors and Make up Wiring 11/11 EQ
11/18 1143 Pull Control Conductors and Make up 12/9 rg 12/16 ~V\W Install Door Frames 12/9 rj 12/13
1145 Elevator 10/11 mib 12/23 1146 Rough in Hoist way 10/11 El 10/20 1147 Build Cab 10/20 CD 10/29
1148 Finish Hoist way and Equipment 10/29 FJJ 11/5 “1149 ‘ Finish Cab 11/5 Q 11/12 1150 Preliminary
Testing 11/12 g 11/17 ~TT5T~ Schedule Elevator Inspection 11/17 ffffffl 12/9 1152 Permanent Power,
Phone and Adjustm 12/9 Q3 12/16 1153” State Inspection and Certification 12/16 gg 12/23 1154
Finishes 11/23 2/3 ~1155"~ Ceramic Tile 12/13 12/28 1156 Toilet Room Floors and Walls 12/13 rffl
12/28 ~Tl57~ Other Floor Areas 12/13 g 12/17 1158 Millwork 12/13 * 1/20 1159 Cabinets and Counters
12/13 g 12/16 1160 Finish Carpentry / Paneling / Trim 12/13 H 12/22 1161 Base and Other Trim 1/17
rj 1/20 1162 Doors 12/13 2/3 1163 Swing Doors 12/13 03 12/20 1164 Install Hardware 1/24 ? 2/3 1165
Painting and Finishes 11/23 1/27 ~1T66” Paint Walls and Ceilings 11/23 EECEE 12/15 1167 Finish Trim
and Other 1/20 @ 1/27 1168 Wall Covering 12/15 Q 12/20 1169~~ Floor Covering 12/13 1/17 1170 VCT /
Sheet Goods 12/20 g 12/23 1171 Wood Flooring 1/10 fj 1/13 1172 Carpeting 1/10 ? 1/17 1173” Other
12/13 p 12/15 ~~V\W Access Flooring 12/13 a 12/16 1175 Finish Fixtures and Trim 12/28 > 2/8 1176
‘ Plumbing Fixtures 12/28 > 1/17

Page 28

 

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 2nd Quarter 3rd
Quarter 14th Quarter 1st Quarter 2nd Quart Mar | Apr I May I Jun Jul I Aug I Sep I Oct I Nov 1 Dec
\ Jan 1” Feb ~| Mar I Apr 1177 Set Plumbing Fixtures 12/28 Q 1/5 1178 Finish Fixtures and Trim 1/10
FJ 1/17 1179 Toilet Partitions and Accessories 1/5 1/20 1180 Toilet Partitions 1/5 0 1/10 “ 1181
Toilet Accessories 1/17 | 1/20 1182~ Mechanical Thermostats / Control Devi 1/27 Q 1/31 ~Tf83
Electrical Cover Plates and Trim 1/27 [§j 2/3 1184 Misc Accessories / Mats / FE Cabinets 1/27 ? 2/3
1185 Window Coverings 1/27 FJ 2/1 1186 Final Cleaning 2/3 ? 2/8 1187 2nd Floor Mezzanine 10/4 b TM
2/22 1188~ Start Improvements ? 10/4 1189 Overhead Rough in 10/4 WW 10/11 1190 Fire Sprinkler 10/4
F£10/11 1191 Plumbing 10/4 LTJ 10/11 1192 Mechanical 10/4 FJj 10/11 ~UW Electrical 10/4 a 10/11
“Tm” Other 10/4 LTJ 10/11 1195 Walls 10/11 “ 12/23 1196 Metal Stud Framing for Walls and Soffi
10/11 | n 11/1 1197” Wall Rough in 10/21 11/4 ~TT9~8~ Plumbing 10/21 CZH 11’4 ~TT99~ Electrical
10/21 OH 11/4 1200 Other 10/21 [ ] 11/4 1201 One Side Drywall 11/2 ? 11/12 1202 Insulation 11/10 ?
11/15 1203 Second Side Drywall 11/11 | | 12/3 1204 Tape and 1st Coat Walls 11/22 I I 12/10 1205
Finish Coat Walls / Texture 12/7 [ ] 12/21 1206 Prep Walls for Grid 12/21 D 12/23 1207 Ceilings
12/3 i » 1/24 ~T2~0~8~~ Ceiling Framing 12/3 ? 12/7 1209 Install Ceiling Grid 12/23 L~Z3 1/6 1210
Overhead Fixtures 1/3 1/10 1211 Cut Fire Sprinkler Drops 1/3 ? 1/10 ~T21~2~ Mechanical Drops 1/3 ?
1/10 1213 Electrical Fixtures 1/3 ? 1/10 ~T214~ Other 1/3 D 1/10 1215 Drywall Ceilings 12/7* 12/15
1216 Hang Drywall Ceilings 12/7 g 12/9 1217 Tape and 1st Coat Ceiling 12/9 ffi 12/13 12i~ir Finish
Coat Ceilings / Texture 12/13 fl 12/15

Page 29

 

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 2nd Quarter 3rd
Quarter j 4th Quarter 1 st Quarter 2nd Quart Mar [ Apr I May T Jun [ Jul 1 Aug ] Sep I Oct 1 Nov I
Dec’ I Jan I Feb I Mar I Apr 1219 Acoustic Ceiling 1/10 m? 1/24 ~T2~20TM Drop Cut In Tiles and Tiles
at Fixti 1/10 0 1/13 1221 Overhead Inspections 1/13 | 1/17 1222 Drop Ceiling Tiles 1/17 ? 1/24 1223
Conductors and Controls 12/3 m? 1/3 T224 Pull Conductors and Make up Wiring 12/3 12/10 1225 Pull
Control Conductors and Make up 12/23 FR 1/3 1226 Install Door Frames 12/23 O 12/28 1227 Finishes
12/15 “ “¦ ¦ 2/17 1228 Ceramic Tile 12/28 1/12 1229 Toilet Room Floors and Walls 12/28 m=H 1/12
1230 Other Floor Areas 12/28 H 1/4 1231 Millwork 12/28 “ 2/3 “T232” Cabinets and Counters 12/28 0
1/3 1233 Finish Carpentry/Paneling/Trim 12/28 m 1/7 1234” Base and Other Trim 1/31 Q 2/3 1235 Doors
12/28 1 “ 2/17 ~~1~23“6” Swing Doors 12/28 ffl 1/5 1237 Install Hardware 2/7 f | 2/17 1238 Painting
and Finishes 12/15 2/10 1239 Paint Walls and Ceilings 12/15 F£H 12/30 1240 Finish Trim and Other
2/3 ? 2/10 1241 Wall Covering 12/30 fjj 1/5 1242” Floor Covering 12/28 1/31 1243 VCT / Sheet Goods
1/5 Q 1/10 1244 Wood Flooring 1/24 g 1/27 1245 Carpeting 1/24 Q 1/31 1246 Other 12/28 fl 12/30 1247
Access Flooring 12/28 g 1/3 1~248 Finish Fixtures and Trim 1/12 1 2/22 1249 Plumbing Fixtures 1/12
1/31 1250 Set Plumbing Fixtures 1/12 ED 1/19 1251 Finish Fixtures and Trim 1/24 FJ3 1/31 1252
Toilet Partitions and Accessories 1/19 1 2/3 1253 Toilet Partitions 1/19 Fj 1/24 1254 Toilet
Accessories 1/31 B 2/3 1255 Mechanical Thermostats / Control Devi 2/10 g 2/14 1256 Electrical Cover
Plates and Trim 2/10 n 2/17 1257 Misc Accessories / Mats / FE Cabinet: 2/10 ? 2/17 1258 Window
Coverings 2/10 FJ 2/15 1259 Final Cleaning 2/17 ? 2/22 1260 1 Tenant Improvement Inspection 2/22
3/18

Page 30

 

	J D Diffenbaugh, Inc HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS for HIGHLAND FAIRVIEW LOGISTICS I
LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 12nd Quarter ~ 13rd
Quarter 4th Quarter 11st Quarter !jlnd Quart Mar I Apr [ May I Jun | Jul I Aug I Sep 1 Oct I Nov I
Dec I Jan I Feb I Mar I Apr I 1261 City Inspections 2/22 ? 3/1 “ 1262 Power and Utilities In Place
3/1 ? 3/8 “l~263~ Start up and Testing 3/8 ? 3/15 1264 Ready for Occupancy 3/15 D 3/18 1265 REMOTE
AREA TENANT IMPROVEMENTS 8/23 ji 1/19 1266 Remote Office Column Lines 31 A 8/23 II I 11 I I I I I I
11 I I I I I 11/3 1267 Remote Office Column Lines 17 A 9/8 | | | I I I I I I I I I I i 11/3 1268
Remote Office Column Lines 16 A 10/12 I I I I M I I I n 11/23 1269 Remote Toilet Rooms Column Lines
5 A 11/10 FFHI I I I I I I I FFFH 1/19 1270 Remote Toilet Rooms Column Lines 9 N 11/5 II I I I I I
I I I I I I I I I I I I 1/19 1271 Remote Office Column Lines 9 N 11/5 II I I I I I I I I I I I I
ITTT1 1/19 1272 SITE IMPROVEMENTS 4/20 J mm 3/18 1273 Anticipated Site Development Improvements
4/20 I , ; ; ; : ; : : : :; : ,: i 3/18

Page 31

 

	J. 0. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I, LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ifj [Task Name I
2Q10 I 3Q10 I 4Q10 I 1Q11 I 2Q11 Mar Apr May Jun Jul I Aua ~ Sep Oct Nov I Dec Jan ~| Feb Mar |
Apr May I J MILESTONES 4/19 1^TM^^^^TM^^TM^^^^^"^^^TM^^^^TM^^^-^^^""^TM^^"^^^"^TM^^-^^^^^TM^^ 3/17 2
CLIENTS KEY OBJECTIVE MILESTONES 4/19 ^^^-^^¦^^^¦^^—^^^^^^ 3/17 3 Start Grading Operations ? 4/19
4 Certify Center 1/3rd Building Pad 4 5/21 5 Start Mezzanine / Racking Vendor « 9/20 6 Shell
Completion + 3/17 7 WEATHER DELAY ALLOCATIONS 4/26 ^a^iM^iBMia^^MB^MB^BB^aM^ 11/29 8 Allocation 1st
Qtr Schedule-2 Days ? 4/26 9 Allocation 2nd Qtr Schedule — 3 Days + 6/1 10 Allocations 3rd Qtr
Schedule — 2 Days ? 8/31 11 Allocation 4th Qtr Schedule — 3 Days ? 11/29 12 CRITICAL SITE
MILESTONES 6/22 ^^^—^^—^^^ 9/14 13 Temporary Water in Place for Form Lumber ? 6/22 14 Temporary
Water in Place for Roof Structure ? 7/15 15 Access Truck Route for Conveyance Vendor ? 9/14 16
CRITICAL CARRY OVER SHELL MILESTONES 7/2 pw^mm^h^mhb^b^ 12/7 17 Panels Places as Casting
Area for Misc. Panels 7/2 ^^^^^^^^^^^^^^» 9/17 18 Center 3rd Column Line A ? 7/2 19 Center3rd
Column Line N ? 7/12 ~~W East 3rd Column Line A ? 8/3 “21 East 3rd Column Line N ? 8/10 ~~22 West
3rd Column Line A ? 9/1 “JO West 3rd Column Line N ? 9/17 ~~24 Panel Lift Sequence 7/20
^^^^^^^^^^^^ 9/29 25 Center 3rd Shell Panels Erection Complete ? 7/20 26 East 3rd Shell Panels
Erection Complete ? 8/20 ~27 West 3rd Shell Panels Erection Complete ? 9/29 28 Exterior Treatments
Complete 9/16 ^"^^^^^^^^^^^^^^ 12/7 29 Center 3rd Exterior Treatment Ready for Site Work ? 9/16 30
East 3rd Exterior Treatment Ready for Site Work ? 10/28 ~~31 West 3rd Exterior Treatment Ready for
Site Work ? 12/7 ~32 33 GRADING MOBILIZATION 4/12*^4/16 34 Mobilization 4/12 V* 4/16 35 Mobilize
Equipment 4/12 ffl 4/16 ~~36~~ Establish Water 4/12 ? 4/16 T7~ ROUGH GRADING 4/19
»^TM^^~^^^^^^^^^^^^^^ 8/20 38 Temporary Erosion Control Measures 4/19 W 4/22 39 Initial Erosion
Control 4/19 0 4/21 40 Diversion/Temporary Drainage Measures 4/20(3 4/22 ~~41 Clear and Grub (+/-15
acres/day) 4/20^^^^5/12 42 Column Line 17 thru 33 4/20 p 4/21

Page 1

 

	J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name
—’ 2Q10 3Q10 ‘ 4Q10 I 1Q11 2Q11 Mar Apr May Jun Jul Auq See Pel Nov Dec Jan Feb Mar
Apr May J___43 Column Line 33 thru 49 4/22 0 4/23 44 Column Line 49 thru Property Line 4/28 fj 4/29
45 Column Line 17 thru 1 4/30 p 5/3 46 Column Line 1 thru West Property Line 5/4 g 5/5 47 Southern
Drainage Area 5/6 | 5/6 ~~48 Parcel 2 5/7 fj 5/10 ~49 Parcel 1 5/11 g 5/12 50 Building 4/22
^—^^^^"TM^-^^TM^^ 7/21 51 Overexcavation — Building Pad 4/22 ^TM^^«^^^TM^^^^"^ 7/13 52 Develop Bottom
/ Stockpile 4/22 ? 4/28 53 Column Line 17 thru 33 4/29 I 1 5/12 54 Column Line 33 thru 49 5/13 I I
5/28 ~ 55 Column Line 17 thru 1 6/29 I 1 7/13 56 Fine Grade Building Pad 5/11 ^^^^"^^^""^^ 7/20 57
Column Line 17 thru 33 5/11 r_Z] 5/19 58 Column Line 33 thru 49 5/27 II I I I I I I I 6/18 59
Column Line 17 thru 1 7/12 I—I 7/20 60 Certify Building Pad 5/18 ^^^—^^^^^^^ 7/21 61 Column Line
17 thru 33 5/18 Q 5/20 62 Column Line 33 thru 49 6/17 rjj 6/21 ~ 63 Column Line 17 thru 1 7/19 0
7/21 64 Site 5/4 ^^"^“m^TM^^^^^TM^^^^ 8/20 65 Box Storm Drain Excavation / Temporary Slope
5/4 C3 5’12 66 South Truck Court 6/7 | | 6/16 67 East Side 6/17 I 1 6/28 ~ 68
Eucalyptus Street 7/22 r_TJ 7/29 69 Parcel 2 7/30 EP 8/4 70 Parcel 3 8/5 EH 8/10 71 North Truck
8/11 53 8/16 72 West Side 8/17 g 8/20 ~^73 TEMPORARY FIRE WATER and ACCESS ROAD 4/29
f^—«^^^^^^^^^^^^^^^^^TM^ 9/7 74 Temporary 12” Above Grade Fire Water Line 4/29^^^^5/18 75 Point of
Connection for Temporary Service 4/29 J 4/30 76 Install Above Grade Water System — 2,700 If 5/3
rTTTI 5/14 77 Temporary Connection to On-Site Fire Water System 5/17 g 5/18 78 Below Grade Fire
Water In Place Column Line 17 thru 49 ? 6/16 79 Temporary Above Grade on Building Pad Column Line
17 In P « 6/23 80 Remaining Below Grade Water In Place Column Line 1 thru 11 ? 9/7 81 ~l32~SITE
IMPROVEMENTS 5/6 ^^^—^^^^^^^^^^^^^^^^TM^^^^^^^^^^^^^^^^^^^^ 2/16 83 Utilities 5/6
^^^^^^^^^^^^^^""^^^^^ 9/17 84 Box Storm Drain 5/6 ^^^^^^^^^^^^^^^^ 8/12

Page 2

 

	J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID jTask Name I I
2Q10 I 3Q10 I 4Q10 10.11 2Q11 Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May J___85
Excavation Complete + 5/12 86 Box Storm Drain — Form, Ftebar, Place, Strip and ( 5/6
^^""^TM^^^TMTM^^"^"^^ 8/5 87 Station 95+00 thru 98+00 5/6 I I I I I I I 5/26 88 Station 95+00 to
108+00 5/27 [I I I I I I I I I I I I I I I I I I I I I I II 8/5 89 Station 122+56 to 108+00 5/6 I I
I I I I I I I I I I I I I I I I I I I I I I I I Fffll 8/5 90 Critical Backfill Zone — No Scrappers
6/10 ifm^m^mma^a^mm^f 8/12 ~91 Station 95+00 thru 98+00 6/10 FH 6/16 92 Station 95+00 to 108+00 7/1
I I I I I I I ‘ I I II I II 8/12 93 Station 122+56 to 108+00 7/1 I I I I I I I I I I I I I II 8/12
94 Storm Drain Laterals 7/16 ^"^^^^^ 8/23 95 Lateral F-7 7/16 JSEl 7/26 96 Lateral F-6 7/22 EB 7/30
97 Lateral F-5 7/28 D3 8/5 98 Lateral D-6 8/3 FFFfl 8/11 99 Lateral D-5 8/9 p^ 8/17 100 Lateral F-2
8/13 ffi 8/19 101 Lateral F-2A 8/17 ffl 8/23 102 Sewer 6/17 i^^^^^^^TM^TM^^^^^ 9/17 103 East Truck
Lane -1,200 f I 6/29 ^^^^ 7/22 104 Survey 6/29 [ 6/29 105 Excavate 6/30 f£FJ 7/8 106 Install Sewer
Piping 7/2 am 7/12 107 Install Manholes Bottoms and Clean Out Risers 7/12 a 7/14 108 Backfill Lifts
7/13 H 7/20 109 Top Out Manholes and Clean-outs 7/21 rj 7/22 110 South Truck Court (West End) — 450
If 6/17 ^^^ 7/1 111 Survey 6/17 J 6/17 112 Excavate 6/18 JfJ 6/21 113 Install Sewer Piping 6/22 g
6/23 114 Install Manholes Bottoms and Clean Out Risers 6/23 Q 6/25 115 Backfill Lifts 6/28 E 6/29
116 Top Out Manholes and Clean-outs 6/30 J 7/1 117 South Truck Court (East End) — 370 If 6/18 ^^^*
7/6 118 Survey 6/18 [ 6/18 119 Excavate 6/22 B 6/23 120 Install Sewer Piping 6/24 | 6/25 121
Install Manholes Bottoms and Clean Out Risers 6/25 Efl 6/29 122 Backfill Lifts 6/30 a 7/1 123 Top
Out Manholes and Clean-outs 7/2 [JJ 7/6 124 West Truck Lane -1,100 If 8/23 ^—^^ 9/17 125 Survey
8/23 [ 8/23 126 Excavate 8/24 FFFfl 9/2
^^^^^=^=^^=^^====^==^_^^^^^^^^^^^^
==

Page 3

 

	J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” iD [Task Name I I
2Q10 I ~ 3Q10 I 4Q10 I 10.11 I 2Q11 Mar Apr I May I Jun Jul I Aug I Sep I Oct Nov Dec I Jan I Feb
Mar I Apr I May J___127 Install Sewer Piping 8/26 rrm 9/7 128 Install Manholes Bottoms and Clean Out
Risers 9/7 g 9/9 129 Backfill Lifts 9/8 EH 9/15 130 Top Out Manholes and Clean-outs 9/16 | 9/17 131
East / South East Parking — 300 If 6/30 f^~^^» 7/26 132 Survey 6/30 ] 6/30 133 Excavate 7/9 |g 7/12
134 Install Sewer Piping 7/13 j] 7/14 135 Install Manholes Bottoms and Clean Out Risers 7/14 FJ
7/16 136 Backfill Lifts 7/21 g 7/22 137 Top Out Manholes and Clean-outs 7/23 g 7/26 138 Firewater
5/13 ^^^—^^m"^^TM^^^~TMi^^^ 9/16 139 North Truck Court-Col 17 thru 33 5/13^^5/28 140 Survey
5/13 I 5/13 141 Excavate 5/14 pa 5/19 142 Install Water System Piping, Laterals and Devio 5/17 [f]
5/20 143 Install Thrust Blocks / Restraints 5/18 0 5/21 144 Load and Test System 5/24 ] 5/25 145
Backfill 5/25 g 5/27 146 Install Above Grade Devices 5/27 J 5/28 147 North East Truck Court — Col
33 thru 49 5/20 ^^^^^ 6/16 148 Survey 5/20 J 5/20 149 Excavate 5/21 Q 5/26 150 Install Water System
Piping, Laterals and Devio 5/27 Hffl 6/8 151 Install Thrust Blocks / Restraints 5/28 (TTn 6/9 152
Load and Test System 6/10 0 6/11 153 Backfill 6/11 E 6/15 154 Install Above Grade Devices 6/15 |
6/16 ~T55~~ East Truck Lane 5/17 ^^^^^ 6/16 156 Survey 5/17 fj 5/17 157 Excavate 5/18 g 5/21 158
Install Water System Piping, Laterals and Devic 5/27 mm 6/8 159 Install Thrust Blocks / Restraints
5/28 FFFH 6/9 160 Load and Test System 6/10 g 6/11 161 Backfill 6/11 EH 6/15 162 Install Above
Grade Devices 6/15 | 6/16 163 South Truck Court-Col 17 thru 30 5/14 ^^^^^ 6/10 164 Survey 5/14 |
5/14 165 Excavate 5/17 ffl 5/20 166 Install Water System Piping, Laterals and Devic 5/21 EB 5/26
167 Install Thrust Blocks / Restraints 5/24 g 5/27 168 Load and Test System 5/28 FFFfl 6/7
^^^^=^^^^^^^^^^^

Page 4

 

	J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT’S” iD [Task Name I I
2Q10 I 3Q10 I 4Q10 I 1Q11 I 2Q11 Mar I Apr I May Jun Jul I Aug I Sen Oct Nov I Dec i Jan Feb I Mar
I Apr May I J 169 Backfill 6/7 rj 6/9 170 Install Above Grade Devices 6/9 fj 6/10 171 North West
Truck Court — Col 1 thru 17 8/5 ^-^^ 8/23 172 Survey 8/5 ] 8/5 173 Excavate 8/6 EH 8/11 174 Install
Water System Piping, Laterals and Devic 8/9 fl] 8/12 175 Install Thrust Blocks / Restraints 8/10 0
8/13 176 Load and Test System 8/16 | 8/17 177 Backfill 8/17 g 8/20 178 Install Above Grade Devices
8/20 a 8/23 179 South West Truck Court — Col 1 thru 17 8/6 ^—^^ 8/27 180 Survey 8/6 ( 8/6 181
Excavate 8/12 [Q 8/17 182 Install Water System Piping, Laterals and Devic 8/13 Q 8/18 183 Install
Thrust Blocks / Restraints 8/16 p 8/19 184 Load and Test System 8/20 a 8/23 185 Backfill 8/23 a
8/26 186 Install Above Grade Devices 8/26 fl 8/27 187 West Truck Lane 8/9 ^—^^ 9/7 188 Survey 8/9
| 8/9 189 Excavate 8/18 pa 8/23 190 Install Water System Piping, Laterals and Devic 8/19 H 8/24 191
Install Thrust Blocks / Restraints 8/20 H 8/25 192 Load and Test System 8/26 g 8/27 193 Backfill
8/27 Effl 9/3 194 Install Above Grade Devices 9/3 B 9/7 195 East / South East Parking — Col 30 thru
49 5/18 ^^^^^"^ 6/23 196 Survey 5/18 ( 5/18 197 Excavate 5/19 ffi 5/24 198 Install Water System
Piping, Laterals and Devic 6/9 Efl 6/14 199 Install Thrust Blocks / Restraints 6/10 EH 6/15 200
Load and Test System 6/16 p 6/17 201 Backfill 6/17 EFJ 6/22 202 Install Above Grade Devices 6/22 g
6/23 203 Charge, Test, Chlorinate and Inspect 9/8 EB 9/14 204 Complete Point of Connection /
Active Service 9/15 g 9/16 205 Pump House Equipment 6/16 ^^^^^^^^^^^ 8/5 206 Pump House Structure
In Place ? 6/16 207 Install Pump House Equipment 6/17 7/8 208 Electrical System Installation 7/9
FFffl 7/22 209 Fueling and Testing 7/23 DJTJ 8/5 210 Domestic Water 7/2 ^^^^^^"^^ 8/16
^^^^^^^^^^^^^—:^==^==^^=^^^^=

Page 5

 

	J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID iTask Name I 2Q10
3Q10 | 4Q10 I 1Q11 [ 2Q11 Mar f Apr May Jun Jul Auq Sep Oct Nov Dec Jan Feb Mar [ Apr ~ May J___211
South Truck Court (West End) — 380 If 7/2 ^^^^ 7/23 212 Survey 7/2 j 7/2 213 Excavate 7/6 g 7/7 214
Prepare Point of Connection 7/8(7/8 215 Install Water Piping 7/9 £] 7/12 216 Backfill 7/13 | 7/13
217 Install Above Grade Devices 7/13 | 7/14 218 Charge, Test, Chlorinate and Inspect 7/15 p 7/21
219 Complete Point of Connection / Active Service 7/22 j 7/23 220 East / South East Parking — 310
If 7/27 ^^"^ 8/16 221 Survey 7/27 I 7/27 222 Excavate 7/28 (J 7/29 223 Prepare Point of Connection
7/30 | 7/30 224 Install Water Piping 8/2 g 8/3 225 Backfill 8/4 I 8/4 226 Install Above Grade
Devices 8/4 fj 8/5 227 Charge, Test, Chlorinate and Inspect 8/6 fg 8/12 228 Complete Point of
Connection / Active Service 8/13 O 8/16 229 Dock Ramp and Stairs 7/2 ^^^^^^"^^^^^^^^^^ 10/5 230
Dock Ramp and Stair Panels (Cast on Wall Panels) 7/2 ^^^^^^^^^^^TM^"^^ 10/1 231 Column Line A-17
thru 33-(18 Panels) 7/2 V^^ 7/19 232 Layout and Snap Lines 7/2 g 7/2 233 ~ Form Panels and Apply
Bond Breaker 7/2 ffl 7/6 234 Install Down Feature Element / Side Embeds 7/7 | 7/7 235 Install Panel
Reinforcing Steel / Lift Steel 7/7 0 7/8 ~~236 Ring Panel / Panel Check 7/9 | 7/9 237 Place and
Finish Panel 7/12 0 7/12 238 Cure Time Prior to Lift 7/13 [33 7/19 239 Strip Formwork and Clean
7/16 17/16 240 Column Line N -17 thru 33 — (22 Panels) 7/12 ^^^ 7/26 241 Layout and Snap Lines 7/12
] 7/12 242 Form Panels and Apply Bond Breaker 7/12 p 7/13 243 Install Down Feature Element/Side
Embeds 7/14 I 7/14 244 Install Panel Reinforcing Steel / Lift Steel 7/14 p 7/15 245 Ring Panel /
Panel Check 7/16(7/16 246 Place and Finish Panel 7/19 ] 7/19 247 Cure Time Prior to Lift 7/20 fjg
7/26 248 Strip Formwork and Clean 7/23 | 7/23 249 Column Line A — 33 thru 49 — (20 Panels) 8/3 ^^^
8/17 250 Layout and Snap Lines 8/3 I 8/3 251 Form Panels and Apply Bond Breaker 8/3 g 8/4 252
Install Down Feature Element / Side Embeds 8/5 [ 8/5

Page 6

 

	J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID [Task Name I 2Q10
3Q10 4Q10 1Q11 ~ 2Q11 Mar f Apr May Jun Jul I Auq ~ Sep Oct Nov Dec Jan Feb Mar Apr May J___253
Install Panel Reinforcing Steel 7 Lift Steel 8/5 p 8/6 254 Ring Panel / Panel Check 8/9 g 8/9 255
Place and Finish Panel 8/10 I 8/10 256 Cure Time Prior to Lift 8/11 Eg 8/17 257 Strip Formwork and
Clean 8/16 g 8/16 258 Column Line N — 33 thru 49 — (14 Panels) 8/10 ^—^ 8/24 259 Layout and Snap
Lines 8/10)8/10 260 Form Panels and Apply Bond Breaker 8/10 | 8/11 261 Install Down Feature Element
/ Side Embeds 8/12 J 8/12 262 Install Panel Reinforcing Steel / Lift Steel 8/12 g 8/13 263 Ring
Panel / Panel Check 8/16 | 8/16 264 Place and Finish Panel 8/17 j 8/17 265 Cure Time Prior to Lift
8/18 n 8/24 266 Strip Formwork and Clean 8/23 1 8/23 267 Column Line A -1 thru 17 — (20 Panels) 9/2
^-^ 9/17 268 Layout and Snap Lines 9/2 1 9/2 269 Form Panels and Apply Bond Breaker 9/2 fj 9/3 270
Install Down Feature Element / Side Embeds 9/7 | 9/7 271 Install Panel Reinforcing Steel / Lift
Steel 9/7 g 9/8 272 Ring Panel / Panel Check 9/9 g 9/9 273 Place and Finish Panel 9/10 J 9/10 274
Cure Time Prior to Lift 9/13 Q 9/17 275 Strip Formwork and Clean 9/16(9/16 276 Column Line N -1
thru 17 — (22 Panels) 9/17 ^-^ 10/1 277 Layout and Snap Lines 9/17 g 9/17 278 Form Panels and Apply
Bond Breaker 9/17 a 9/20 279 Install Down Feature Element / Side Embeds 9/21 l 9/21 280 Install
Panel Reinforcing Steel / Lift Steel 9/21 g 9/22 281 Ring Panel / Panel Check 9/23 | 9/23 282 Place
and Finish Panel 9/24 | 9/24 283 Cure Time Prior to Lift 9/27 gg 10/1 284 Strip Formwork and Clean
9/30 [ 9/30 285 Ramp Wall and Stair Foundations 7/2 ^^^^^^^^^^^^^^^ 9/29 286 Column Line A -17 thru
33 7/2 ^^^ 7/15 287 Layout and Excavate Setting Pads 7/2 g 7/2 288 Receive, Inventory and Store
Anchor Bolt Asser 7/2 g 7/2 289 Install Rebar 7/6 ( 7/6 290 Install Embeds 7/6 J 7/6 291 Place
Foundations 7/7 ] 7/7 292 Strip Forms and Clean Embeds 7/8 g 7/8 293 Install Erection Pads 7/8 1
7/8 294 Cure Time Prior to Loading 7/9 f£B 7/15

Page 7

 

	J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID [Task Name 2Q10 I
3Q10 4Q10 1Q11 2Q11 Mar Apr I May I Jun Jul I Auq Sep Oct Nov Dec Jan Feb Mar Apr May I J 295
Column Line N -17 thru 33 7/12 ^^ 7/22 296 Layout and Excavate Setting Pads 7/12 J 7/12 297
Receive, Inventory and Store Anchor Bolt Asser 7/12 j 7/12 298 Install Rebar 7/13 | 7/13 299
Install Embeds 7/13 | 7/13 300 Place Foundations 7/14 I 7/14 301 Strip Forms and Clean Embeds 7/15
I 7/15 302 Install Erection Pads 7/15 0 7/15 303 Cure Time Prior to Loading 7/16 EH 7/22 304 Column
Line A — 33 thru 49 8/3 ^"^ 8/13 305 Layout and Excavate Setting Pads 8/3 I 8/3 306 Receive,
Inventory and Store Anchor Bolt Asser 8/3 1 8/3 307 Install Rebar 8/4 | 8/4 308 Install Embeds 8/4
| 8/4 309 Place Foundations 8/5 I 8/5 310 Strip Forms and Clean Embeds 8/6 8 8/6 311 Install
Erection Pads 8/6 g 8/6 312 Cure Time Prior to Loading 8/9 Q3 8/13 313 Column Line N — 33 thru 49
8/10 »-^> 8/20 314 Layout and Excavate Setting Pads 8/10 ] 8/10 315 Receive, Inventory and Store
Anchor Bolt Asser 8/10 | 8/10 316 Install Rebar 8/11 B 8/11 317 Install Embeds 8/11 fj 8/11 318
Place Foundations 8/12 j 8/12 319 Strip Forms and Clean Embeds 8/13 I 8/13 320 Install Erection
Pads 8/13 I 8/13 321 Cure Time Prior to Loading 8/16 Q 8/20 322 Column Line A-1 thru 17 9/2 ^^^
9/15 323 Layout and Excavate Setting Pads 9/2 I 9/2 324 Receive, Inventory and Store Anchor Bolt
Asser 9/2 I 9/2 325 Install Rebar 9/3 1 9/3 326 Install Embeds 9/3 1 9/3 327 Place Foundations 9/7
| 9/7 328 Strip Forms and Clean Embeds 9/8 I 9/8 329 Install Erection Pads 9/8 fj 9/8 330 Cure Time
Prior to Loading 9/9939/15 331 Column Line N -1 thru 17 9/17 ^^ 9/29 332 Layout and Excavate
Setting Pads 9/17 1 9/17 333 Receive, Inventory and Store Anchor Bolt Asser 9/17 g 9/17 334 Install
Rebar 9/20 I 9/20 335 Install Embeds 9/20 [ 9/20 336 Place Foundations 9/21 | 9/21

Page 8

 

	J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name I 2Q10
I 3Q10 I 4Q10 I 1Q11 2Q11 Mar Apr May Jun Jul Auq Sep Pel Nov I Dec Jan I Feb Mar Apr May J___337
Strip Forms and Clean Embeds 9/22 | 9/22 338 Install Erection Pads 9/22 J 9/22 339 Cure Time Prior
to Loading 9/23 Eg 9/29 340 Erect Ramp Walls (Lift with Building) 7/23 JjTM^^^^TM^TMTM^ 9/30 341 Column
Line N -17 thru 33 + 7/23 342 Column Line A — 33 thru 49 + 8/20 343 Column Line A -1 thru 17 + 9/29
344 Column Line N -1 thru 17 + 9/30 345 Erect Stair Walls / Brace / Place Locking Footing 7/20
^^"^^^^^"^^"^"^ 10/5 346 Column Line A -17 thru 33 — (18 Panels) 7/20 g 7/22 347 Column Line N -17
thru 33 — (16 Panels) 7/26 B 7/28 348 Column Line A — 33 thru 49 — (14 Panels) 8/20 g] 8/24 349
Column Line N — 33 thru 49 — (14 Panels) 8/24 Q 8/26 350 Column Line A -1 thru 17 — (14 Panels)
9/29 FJ 10/1 351 Column Line N -1 thru 17 — (16 Panels) 10/1 H 10/5 352 Truck Court Concrete Paving
7/23 ^^^^^^^^^^^^TMTM^ 10/13 353 Column Line A -17 thru 33 — (+/-56,000 sf) 7/23 ^W 7/29 354 Fine
Grade and Prep 7/23 O 7/26 355 Place and Finish Concrete 7/27 a 7/29 356 Column Line N -17 thru 30
- (+/-42,000 sf) 7/29 ^» 8/4 357 Fine Grade and Prep 7/29 F, 7/30 358 Place and Finish Concrete 8/2
g 8/4 359 Truck Court Paving In Place for Conveyance Vendor ? 8/4 360 Column Line A — 33 thru 45 -
(+/-44.000 sf) 8/25 T-v 9/2 361 Fine Grade and Prep 8/25 a 8/26 362 Place and Finish Concrete 8/27
B3 9/2 363 ColumnLineA-3thru17-(+/-46,000sf) 10/4^10/8 364 Fine Grade and Prep 10/4 a 10/5 365
Place and Finish Concrete 10/6 g 10/8 366 Column Line N — 3 thru 17 — (+/-46.000 sf) 10/6 V^ 10/13
367 Fine Grade and Prep 10/6 0 10/7 368 Place and Finish Concrete 10/11 n 10/13 369 Site Screen
Walls / Trash Enclosures / Pump House Walls 6/28 ^""^“i^^^^^^^^^^^^^^^ 10/20 370 Foundations 6/28
^^^^^^^^^^^^^i 9/10 371 NE Truck Court Internal Screen (Lift with Building 7/21 ^^^ 8/2 372 Layout
and Excavate Setting Pads 7/21 I 7/21 373 Receive, Inventory and Store Anchor Bolt Asser 7/21 I
7/21 “ 374 Install Rebar 7/22 J 7/22 375 Install Embeds 7/22 | 7/22 376 Place Foundations 7/23 ]
7/23 377 Strip Forms and Clean Embeds 7/26 | 7/26 378 Install Erection Pads 7/26 | 7/26
^==^^=^^^^^^==^==^==^^=^
=^^^^^^^^^^^^^^^^^^^^^^^=

Page 9

 

	J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID [Task Name I I
2Q10 I 3Q10 I 4Q10 I 1Q11 2Q11 Mar I Apr I May I Jun I Jul I Auq I Sep Pel I Nov I Dec I Jan I Feb
I Mar I Apr I May I J___379 Cure Time Prior to Loading 7/27 n 8/2 380 NW Truck Court Internal Screen
(Lift with Buildin 8/18 ^^ 8/30 381 Layout and Excavate Setting Pads 8/18 p 8/18 382 Receive,
Inventory and Store Anchor Bolt Asser 8/18 j 8/18 “ 383 Install Rebar 8/19 I 8/19 384 Install
Embeds 8/19 | 8/19 385 Place Foundations 8/20 | 8/20 386 Strip Forms and Clean Embeds 8/23 [ 8/23
387 Install Erection Pads 8/23 I 8/23 388 Cure Time Prior to Loading 8/24 EH 8/30 389 South Truck
Court Internal Security Screen (Lift v 6/28 ^•^ 7/9 390 Layout and Excavate Setting Pads 6/28 |
6/28 391 Receive, Inventory and Store Anchor Bolt Asser 6/28 | 6/28 392 Install Rebar 6/29 8 6/29
393 Install Embeds 6/29 g 6/29 394 Place Foundations 6/30 ] 6/30 395 Strip Forms and Clean Embeds
7/1 | 7/1 396 Install Erection Pads 7/1 | 7/1 397 Cure Time Prior to Loading 7/2 g=g 7/9 398
Southern Truck Court — Group #1 8/19 ^^^ 9/2 “ 399 Layout and Excavate Setting Pads 8/19 ] 8/19 400
Receive, Inventory and Store Anchor Bolt Asser 8/19 J 8/19 401 Install Rebar 8/20 | 8/20 ~~402~
Install Embeds 8/20 J 8/20 “ 403 Place Foundations 8/23 I 8/23 404 Strip Forms and Clean Embeds
8/24 J 8/24 405 Install Erection Pads 8/24 J 8/24 406 Cure Time Prior to Loading 8/25 (ga 9/2 407
Southern Truck Court — Group #2 8/20 «bb^ 9/3 408 Layout and Excavate Setting Pads 8/20 |
8/20 ~~409- Receive, Inventory and Store Anchor Bolt Asser 8/20 I 8/20 410 Install Rebar
8/23 j 8/23 411 Install Embeds 8/23 I 8/23 412 Place Foundations 8/24 0 8/24 ~ 413 Strip Forms and
Clean Embeds 8/25 J 8/25 “ 414 Install Erection Pads 8/25 g 8/25 415 Cure Time Prior to Loading
8/26 EBB 9/3 ~ 416 Southern Truck Court — Group #3 8/23 v*^^ 9/7 417 Layout and Excavate Setting
Pads 8/23 | 8/23 418 Receive, Inventory and Store Anchor Bolt Asser 8/23(8/23 419 Install Rebar
8/24 g 8/24 “ 420 Install Embeds 8/24 g 8/24

Page 10

 

	J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT’S” ID [Task Name I I
2Q10 3Q10 I 4Q10 I 1Q11 I 2Q11 Mar I Apr May T Jun Jul I Auq I Sep Oct I Nov I Dec I Jan I Feb I
Mar Apr I May J___421 Place Foundations 8/25 | 8/25 422 Strip Forms and Clean Embeds 8/26 | 8/26 423
Install Erection Pads 8/26 I 8/26 424 Cure Time Prior to Loading 8/27 ITffl 9/7 425 Southern Truck
Court — Group #4 8/24 ^TM^ 9/8 426 Layout and Excavate Setting Pads 8/24 J 8/24 427 Receive,
Inventory and Store Anchor Bolt Asser 8/24 J 8/24 428 Install Rebar 8/25 [ 8/25 429 Install Embeds
8/25 j 8/25 430 Place Foundations 8/26 1 8/26 431 Strip Forms and Clean Embeds 8/27 1 8/27 432 “
Install Erection Pads 8/27 | 8/27 433~ Cure Time Prior to Loading 8/30 [mi 9/8 434 Southern Truck
Court — Group #5 8/25 ^^^ 9/9 435 Layout and Excavate Setting Pads 8/25 0 8/25 436 Receive,
Inventory and Store Anchor Bolt Asser 8/25 [ 8/25 437 Install Rebar 8/26 | 8/26 438 Install Embeds
8/26 I 8/26 439 Place Foundations 8/27 J 8/27 440 Strip Forms and Clean Embeds 8/30 ] 8/30 441
Install Erection Pads 8/30 B 8/30 442 Cure Time Prior to Loading 9/2 E| 9/9 443 East Parking
Internal Security Screen 8/26^^^9/10 444 Layout and Excavate Setting Pads 8/26 | 8/26 445 Receive,
Inventory and Store Anchor Bolt Asser 8/26 | 8/26 446 Install Rebar 8/27 I 8/27 447 Install Embeds
8/27 [ 8/27 448 Place Foundations 8/30 J 8/30 449 Strip Forms and Clean Embeds 9/2 1 9/2 450
Install Erection Pads 9/2 0 9/2 451 Cure Time Prior to Loading 9/3 H=H 9/10 452 Screen Wall Panels
- Cast on Slab 7/12 ^^^^^^^"^^^^ 9/20 453 NE Truck Court Internal Screen (Lift with Buildinc
8/3^^^8/18 454 Layout and Snap Lines 8/3 1 8/3 455 Form Panels and Apply Bond Breaker 8/3 g 8/4 456
Install Down Feature Element / Side Embeds 8/5 I 8/5 457 Install Panel Reinforcing Steel 8/5 ffl
8/9 458 Install Lift Steel 8/9 ] 8/9 459 Install Upside Panel Embeds 8/9 [ 8/9 460 Ring Panel /
Panel Check 8/10)8/10 461 Place and Finish Panel 8/11 B 8/11 462 Cure Time Prior to Lift 8/12 rfrj
8/18

Page 11

 

	J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FA1RVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID iTask Name I 2Q10
I 3Q10 I 4Q10 I 1Q11 I 2Q11 ~ Mar Apr I May Jun Jul Aug Sep Oct Nov Dec Jan Feb I Mar ~ Apr May J_
463 Strip Formwork and Clean 8/17 g 8/17 464 Install Panel Braces 8/18 I 8/18 “ 465 NW Truck Court
internal Screen (Lift with Buildin 9/2 ^^"^ 9/20 466 Layout and Snap Lines 9/2 j 9/2 467 Form
Panels and Apply Bond Breaker 9/2 g 9/3 468 Install Down Feature Element / Side Embeds 9/7 | 9/7
469 Install Panel Reinforcing Steel 9/7 B 9/9 470 Install Lift Steel 9/9 | 9/9 471 Install Upside
Panel Embeds 9/9 I 9/9 472 Ring Panel / Panel Check 9/10 [J 9/10 “ 473 Place and Finish Panel 9/13
J 9/13 474 Cure Time Prior to Lift 9/14 EH 9/20 475 Strip Formwork and Clean 9/17 J 9/17 “ 476
Install Panel Braces 9/20 1 9/20 “ 477 South Truck Court Internal Security Screen (Lift v 7/12 ^^
7/27 “ 478 Layout and Snap Lines 7/12 a 7/12 479 Form Panels and Apply Bond Breaker 7/12 g 7/13
~~480 Install Down Feature Element / Side Embeds 7/14 J 7/14 481 Install Panel Reinforcing Steel
7/14 g 7/16 “ 482 Install Lift Steel 7/16 [ 7/16 483 Install Upside Panel Embeds 7/16 g 7/16 “iei~
Ring Panel / Panel Check 7/19 | 7/19 “ 485 Place and Finish Panel 7/20 I 7/20 486 Cure Time Prior
to Lift 7/21 gg 7/27 “ 487 Strip Formwork and Clean 7/26 | 7/26 488 Install Panel Braces 7/27 |
7/27 489 Temporary Casting Slab 7/19 ^^^^^^^"^^^^^^^^ 10/18 “ 490 Prepare Grade for Casting Slab
7/19 g 7/23 491 Place Casting Slab 7/26 g 7/28 492 Remove Casting Slab / Dead Men 10/14 H 10/18 493
Screen Wall Panels 9/3 ^^^^^^^ 10/12 “ 494 Southern Truck Court 9/3 ^^^^^^ 10/7 “ 495 Southern
Truck Court — Group #1 (+/- 30 Pan< 9/3 ^^TMV 9/21 “ 496 Layout and Snap Lines 9/3 I 9/3 497 Form
Panels and Apply Bond Breaker 9/3 H 9/7 498 Install Down Feature Element / Side Ember 9/8 J 9/8 499
Install Panel Reinforcing Steel 9/8 Q 9/10 500 Install Lift Steel 9/10 8 9/10 501 Install Upside
Panel Embeds 9/10 g 9/10 “ 502 Ring Panel / Panel Check 9/13 I 9/13 503 Place and Finish Panel
9/14 g 9/14 504 Cure Time Prior to Lift 9/15 fa 9/21

Page 12

 

	J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT’S” ID Task Name ~ 2Q10
3Q10 4Q10 1Q11 2Q11 Mar I Apr May Jun Jul Aug I Sep I Oct Nov Dec Jan Feb Mar Apr I May J___505
Strip Formwork and Clean 9/20 I 9/20 506 Install Panel Braces 9/21 I 9/21 507 Southern Truck Court
- Group #2 (+/- 30 Pant 9/7 ^TM^^ 9/24 508 Layout and Snap Lines 9/7 | 9/7 509 Form Panels and Apply
Bond Breaker 9/8 g 9/9 510 Install Down Feature Element / Side Embei 9/10 ] 9/10 511 Install Panel
Reinforcing Steel 9/13 JJ 9/15 512 Install Lift Steel 9/15 ] 9/15 513 Install Upside Panel Embeds
9/15 g 9/15 514 Ring Panel / Panel Check 9/16(9/16 515 Place and Finish Panel 9/17 I 9/17 516 Cure
Time Prior to Lift 9/20 Eg 9/24 517 Strip Formwork and Clean 9/23 | 9/23 518 Install Panel Braces
9/24 g 9/24 519 Southern Truck Court — Group #3 (+/- 30 Pant 9/8 ^^^^ 9/29 520 Layout and Snap
Lines 9/8 1 9/8 521 Form Panels and Apply Bond Breaker 9/10 Q 9/13 ~~522 Install Down Feature
Element / Side Embec 9/14 1 9/14 523 Install Panel Reinforcing Steel 9/16 o 9/20 524 Install Lift
Steel 9/20 [ 9/20 525 Install Upside Panel Embeds 9/20 1 9/20 ~526~ Ring Panel / Panel Check 9/21 I
9/21 527 Place and Finish Panel 9/22 I 9/22 528 Cure Time Prior to Lift 9/23 ffl 9/29 529 Strip
Formwork and Clean 9/28 I 9/28 530 Install Panel Braces 9/29 | 9/29 531 Southern Truck Court -
Group #4 (+/-30 Pant 9/9 *^—p 10/4 532 Layout and Snap Lines 9/9 g 9/9 533 Form Panels and Apply
Bond Breaker 9/14 g 9/15 534 Install Down Feature Element / Side Embec 9/16 I 9/16 535 Install
Panel Reinforcing Steel 9/21 g 9/23 ‘ 536 Install Lift Steel 9/23 | 9/23 537 Install Upside Panel
Embeds 9/23 | 9/23 538 Ring Panel / Panel Check 9/24 | 9/24 539 Place and Finish Panel 9/27 | 9/27
540 Cure Time Prior to Lift 9/28 H 10/4 541 Strip Formwork and Clean 10/1110/1 “ 542 Install Panel
Braces 10/4 1 10/4 “ 543 Southern Truck Court — Group #5 (+/- 30 Pant 9/10 ^^^^^ 10/7 544 Layout
and Snap Lines 9/10 19/10 545 Form Panels and Apply Bond Breaker 9/16 g 9/17 546 Install Down
Feature Element / Side Embec 9/20 | 9/20 ^^^^^^^^^^^^^^^^^^^^^^^^_^^^^^^

Page 13

 

	J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT’S” ID [Task Name I J
2Q10 I 3Q10 4Q10 1Q11 2Q11 Mar Apr May Jun Jul I Aug ~ Sep Oct Nov Dec Jan Feb Mar Apr May J___547
Install Panel Reinforcing Steel 9/24 ETJ 9/28 “ 548 Install Lift Steel 9/28 | 9/28 “ 549
Install Upside Panel Embeds 9/28 ] 9/28 550 Ring Panel / Panel Check 9/29 | 9/29 551 Place and
Finish Panel 9/30 J 9/30 552 Cure Time Prior to Lift 10/1 En 10/7 “ 553 Strip Formwork and Clean
10/6 8 10/6 554 Install Panel Braces 10/7(10/7 -555 East Parking Internal Security
Screen (+/-16 Para 9/13 ^"^^^^ 10/12 “ 556 Layout and Snap Lines 9/13(9/13 557 Form Panels and
Apply Bond Breaker 9/20 B 9/21 “558 Install Down Feature Element / Side Embeds 9/22 | 9/22 “559
Install Panel Reinforcing Steei 9/29 0 10/1 “560 Install Lift Steel 10/1 [ 10/1 561 Install Upside
Panel Embeds 10/1 ] 10/1 562 Ring Panel / Panel Check 10/4 j 10/4 “563 Place and Finish Panel 10/5
|] 10/5 “564 Cure Time Prior to Lift 10/6 QQ| 10/12 “565~~ Strip Formwork and Clean 10/11 J 10/11
~56£T Install Panel Braces 10/12 [ 10/12 “567 Panel Erection 7/28 ^^^^^^^^^^^^^i 10/13 568 Crane
Delivery and Assembly 8/12 g 8/13 569 Crane Access / Travel Prepared 8/16 jj 8/17 570 Erect Panels
7/28 ^-^^^^^^^—^^^ 10/13 571 NE Truck Court Internal Screen (Lift with Buildin 8/19 0 8/19 “572 NW
Truck Court Internal Screen (Lift with Buildir 9/28 8 9/28 “573 South Truck Court Internal Security
Screen (Lift 7/28 I 7/28 574 Southern Truck Court 9/22^^^^10/11 575 Panel Group #1 (+/-30 Panels)
9/22 g 9/23 “576~ Panel Group #2 (+/-30 Panels) 9/27 fl 9/28 ~HfT~ Panel Group #3 (+/-30 Panels)
9/30 0 10/1 578 Panel Group #4 (+/-30 Panels) 10/5 n 10/6 579 Panel Group #5 (+/-30 Panels)
10/8^10/11 580 East Parking Internal Security Screen (+/-16 Pa 10/13 J 10/13 581 Plumb, Line and
Brace 7/29 ^^^^^^^^^^^^^ 10/15 582 NE Truck Court Internal Screen (Lift with Building) 8/20 g 8/23
“583 NW Truck Court Internal Screen (Lift with Building) 9/29 J 9/30 584 South Truck Court Internal
Security Screen (Lift with 7/29 Q 7/30 585 Southern Truck Court 9/24^^^^10/13 586 Panel Group #1
(+/-30 Panels) 9/24 a 9/27 ~~587~ Panel Group #2 (+/-30 Panels) 9/29 E 9/30 588 Panel Group #3
(+/-30 Panels) ‘ 10/4 g 10/5

Page 14

 

	J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT’S” ID iTask Name 2Q10 I
3Q10 4Q10 ‘ I 1Q11 I 2Q11 ~ Mar I Apr ~ May I Jun I Jul I Aug I Sep I Oct I Nov Dec I Jan Feb Mar
Apr May J___589 Panel Group #4 (+/-30 Panels) 10/7 rj 10/8 ~590 Panel Group #5 (+/-30 Panels) 10/12
0 10/13 591 East Parking Internal Security Screen (+/-16 Panels; 10/14 { 10/15 592 Place Footings /
Lock-in Panels / Remove Braces 8/2 ^^^"^^"^^^^^"^^ 10/20 593 NE Truck Court Internal Screen (Lift
with Building) 8/24 [ 8/24 594 NW Truck Court Internal Screen (Lift with Building) 10/1 ] 10/1 ~595
South Truck Court Internal Security Screen (Lift with 8/2 I 8/2 596~ Southern Truck Court
9/28^^^^10/18 597 Panel Group #1 (+/-30 Panels) 9/28 a 9/30 ~598 Panel Group #2 (+/-30 Panels) 10/1
g 1015 ~599 Panel Group #3 (+/-30 Panels) 10/6 g 10/8 600 Panel Group #4 (+/-30 Panels) 10/11(0
10/13 601 Panel Group #5 (+/-30 Panels) 10/14 Q 10/18 602 East Parking Internal Security Screen
(+/-16 Panels; 10/19 g 10/20 603 Site Hardscape 8/3 V”^~^^^^^"^^^^^TMTM^^~^^^^^^^^V 1/17 ~604 Curb
Grade 8/3 ^-^—^^^^^^^—^^—^—^—^^ 12/23 605 North Truck Court — Col 17 thru 33 8/3 a 8/4 606 ~
North East Truck Court — Col 33 thru 49 9/8 ? 9/10 607 East Truck Lane 9/27 g 9/28 608 South Truck
Court — Col 17 thru 30 10/13 g 10/14 609 North West Truck Court — Col 1 thru 17 10/29 Q 11/1 610
South West Truck Court-Col 1 thru 17 12/21 ffl 12/23 611 West Truck Lane 11/2 g 11/3 612 East /
South East Parking — Col 30 thru 49 11/18 ? 11/24 613 Site Concrete — Curb, Gutter, Flowlines and
Aprons 8/5 ^^^^^^^^^^^^^^^^^^^^^"¦"¦^^TMV 12/30 614 North Truck Court — Col 17 thru 33 8/5 EH 8/10
— 615 North East Truck Court — Col 33 thru 49 9/13 rfl 9/16 616 East Truck Lane 9/29
FJj 10/4 617 South Truck Court — Col 17 thru 30 10/15 gg 10/20 ~618 North West Truck Court — Col 1
thru 17 11/2 B 11/5 619 South West Truck Court — Col 1 thru 17 12/27 [JJ 12/30 620 West Truck Lane
11/4 n 11/9 621 East/South East Parking-Col 30 thru 49 12/2 I I 12/13 ~622 Asphalt Paving 8/11
l^^^^^^^^^TM^^^^^^^^^^^^^^^ 1/13 ~623 Fine Grade 8/11 ^^^^^^^^^TMTM^^^^^^^^^^^^^ 1/5 624 North Truck
Court-Col 17 thru 33 8/11 g 8/13 ~625 North East Truck Court — Col 33 thru 49 9/17 a 9/21 ~626~
East Truck Lane 10/5 B 10/7 ~627 South Truck Court-Col 17 thru 30 10/21 Q] 10/25 ~628 North West
Truck Court — Col 1 thru 17 11/8 B 11/10 629 South West Truck Court — Col 1 thru 17 1/3 B 1/5 630
West Truck Lane 11/11 fig 11/15

Page 15

 

	J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID [Task Name I 2Q10
I 3Q10 I 4Q10 I 1Q11 I 2Q11 Mar Apr May Jun Jul Auq Sep Oct Nov Pec Jan Feb Mar Apj; May J___631
East / South East Parking — Col 30 thru 49 12/14 ? 12/20 632 Base Paving 8/16 ^^^^^—^i^—^^^m^^^
1/10 633 North Truck Court — Col 17 thru 33 8/16 g 8/18 634 North East Truck Court — Col 33 thru 49
9/22 Q 9/24 635 East Truck Lane 10/8 0 10/12 636 South Truck Court-Col 17 thru 30 10/26 ffj 10/28
637 North West Truck Court-Col 1 thru 17 11/11 g 11/15 638 South West Truck Court — Col 1 thru 17
1/6 Q 1/10 639 West Truck Lane 11/16 a 11/18 640 East / South East Parking — Col 30 thru 49 12/21 m
12/28 641 Asphalt Paving 8/19 ^^^* 1/13 642 North Truck Court — Col 17 thru 33 8/19 Q 8/23 643
North East Truck Court — Col 33 thru 49 9/27 Q 9/29 644 East Truck Lane 10/13 a 10/15 645 South
Truck Court — Col 17 thru 30 10/29 rg 11/2 646 North West Truck Court-Col 1 thru 17 11/16 a 11/18
647 South West Truck Court-Col 1 thru 17 1/11 g 1/13 648 West Truck Lane 11/19 ffl 11/23 ~649 East
/ South East Parking — Col 30 thru 49 12/29 EEB 1/5 650 Pavement Markings and Signage 8/24
^^^^TM^TM^^^^^^^^^^"^^^^^^^"^^ 1/17 651 North Truck Court — Col 17 thru 33 8/24 g 8/25 652 North East
Truck Court — Col 33 thru 49 9/30 g 10/1 653 East Truck Lane 10/18 f] 10/19 654 South Truck Court -
Col 17 thru 30 11/3 g 11/4 655 North West Truck Court-Col 1 thru 17 11/19 Q] 11/22 656 South West
Truck Court — Col 1 thru 17 1/14 ffl 1/17 657 West Truck Lane 11/24 CCD 12/2 658 East / South East
Parking — Col 30 thru 49 1/6 EB 1/11 659 Site Finishes 8/3 ^^^^"^^^^^^^^^^ 10/26 660 Sack and Patch
8/3 ^^^—^^^^^""^^ 10/21 661 NE Truck Court Internal Screen 8/25 1 8/25 662~ NW Truck Court
Internal Screen 10/4 p 10/4 663 South Truck Court Internal Security Screen 8/3 | 8/3 664 Southern
Truck Court 10/1^^^10/19 665 Panel Group #1 10/1 I 10/1 666 Panel Group #2 10/6 j 10/6 667 Panel
Group #3 10/110 10/11 668 Panel Group #4 10/14(10/14 669 Panel Group#5 10/19 I 10/19 670 East
Parking Internal Security Screen 10/21 | 10/21 671 Caulk Screen / Waterproof Site Walls 8/4
^^^^^^^^^-^^^ 10/22 672 NE Truck Court Internal Screen 8/26 | 8/26 ^^^^^^^^^^^^^^^^^^___^^^^^^_

Page 16

 

	J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name 2Q10
3Q10 4Q10 1Q11 ~ 2Q11 Mar I Apr I May I Jun I Jul I Aug Sep Pel I Nov “ I Dec Jan Feb Mar Apr May
J 673 NW Truck Court Internal Screen 10/5 | 10/5 674 South Truck Court Internal Security Screen
8/4(8/4 675 Southern Truck Court 10/4^^^10/20 676 Panel Group #1 10/4 [ 10/4 677 Panel Group #2
10/7 g 10/7 678 Panel Group #3 10/12(10/12 ~~679 Panel Group #4 10/15 I 10/15 680 Panel Group #5
10/20 J 10/20 6S1 East Parking Internal Security Screen 10/22 | 10/22 ~~682 Painting and Finish 8/5
^^^TM^^^^^TM^^TM^ 10/26 683 NE Truck Court Internal Screen 8/27 | 8/27 684 NW Truck Court Internal
Screen 10/6 j 10/6 685 South Truck Court Internal Security Screen 8/5 [ 8/5 686 Southern Truck
Court 10/5 ^^"^p 10/22 ~~687 Panel Group #1 10/5 g 10/6 688 Panel Group #2 10/8 g 10/11 689 Panel
Group #3 10/13 g 10/14 690 Panel Group #4 10/18 Q 10/19 691 Panel Group #5 10/21 B 10/22 692 East
Parking Internal Security Screen 10/25 0 10/26 693 Flatwork and Landscape 9/30
^^^^TM^~"^~^^^^^^^^^^^^^ 2/16 694 Fountain / Pool 12/14 II I I I I I I I I I I I 11 11 m 2/9 695
Fine Grade Flatwork and Landscape 9/30 ^^^^^^^^^^^^^^^^^^V 1/7 696 North Truck Court — Col 17 thru
33 9/30 g 10/1 ~697 North East Truck Court — Col 33 thru 49 10/4 p 10/5 698 East Truck Lane 10/8 B
10/11 699 South Truck Court — Col 17 thru 30 10/26 fl 10/27 700 North West Truck Court-Col 1 thru
17 11/11 ffl 11/12 701 South West Truck Court — Col 1 thru 17 1/6 | 1/7 702 West Truck Lane 11/16 Q
11/17 703 East / South East Parking — Col 30 thru 49 12/21 n 12/28 704 Ramps, Flatwork, Decorative
Flatwork 10/4 ^^^^^^^^^^^^^^^^^^^ 1/14 ~705~ North Truck Court — Col 17 thru 33 10/4 a 10/5 706
North East Truck Court — Col 33 thru 49 10/6 g 10/7 ^707~ East Truck Lane 10/12 g 10/13 ^708~ South
Truck Court — Col 17 thru 30 10/28 pjffl 11/10 ^09^ North West Truck Court — Col 1 thru 17 11/15 B
11/16 ~TkT~ South West Truck Court — Col 1 thru 17 1/10 H 1/14 711 West Truck Lane 11/18 D
11/19 712 East/South East Parking-Col 30 thru 49 12/29 I I 1/12 713 Landscape and Irrigation 10/6
l^^^^^^^^^^^^^^^^^^^^^^"TM^ 2/16 714 Irrigation Rough-in 10/6 ^^^^^^^^^^^^^^^^^^^» 1/21

Page 17

 

	J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT’S” ID [Task Name FZZ
2Q10 I 3Q10 ~ 4Q10” 1Q11 2Q11 Mar Apr May Jun Jul I Aua ~~ Sep Oct Nov Dec Jan Feb Mar Apr May J_
715 North Truck Court-Col 17 thru 33 10/6 g 10/7 716 North East Truck Court — Col 33 thru 49 10/8
Fj 10/11 717 East Truck Lane 10/14 gg 10/15 718 South Truck Court-Col 17 thru 30 11/11 gg 11/12 719
North West Truck Court — Col 1 thru 17 11/17 FJ 11/18 720 South West Truck Court — Col 1 thru 17
1/17 E 1/21 721 West Truck Lane 11/22 g 11/23 722 East / South East Parking — Col 30 thru 49 1/13 ?
1/19 723 ~ Install Heads and Trim 10/8 ^TM^"""^^TM^^^^^^^^ 1/26 724 North Truck Court — Col 17 thru
33 10/8 Q 10/11 725 North East Truck Court — Col 33 thru 49 10/12 fl 10/13 726 East Truck Lane
10/18 g 10/19 727 South Truck Court — Col 17 thru 30 1/24 a 1/25 728 North West Truck Court — Col 1
thru 17 11/19 FJ 11/22 729 South West Truck Court — Col 1 thru 17 11/23 rmn 12/6 730 West Truck
Lane 11/24 FFFI 12/2 731 East / South East Parking — Col 30 thru 49 1/20 ? 1/26 732 Finish and
Adjust 10/12 ^^^^^^^^^^^^^^^^"^^ 2/2 733 North Truck Court — Col 17 thru 33 10/12 g 10/13 734 North
East Truck Court — Col 33 thru 49 10/14 rj 10/15 735 East Truck Lane 10/20 FJ 10/21 736 South Truck
Court — Col 17 thru 30 1 /26 g 1 /27 737 North West Truck Court — Col 1 thru 17 11/23 a 11/24 738
South West Truck Court — Col 1 thru 17 12/2 H 12/8 739 West Truck Lane 12/9 I 12/10 740 East /
South East Parking — Col 30 thru 49 1/27 EBB 2/2 741 Prep and Plant Trees 10/12
^^^"^"^^^^^^^^^^^^^ 2/2 742 North Truck Court — Col 17 thru 33 10/12 g 10/13 743 North East Truck
Court — Col 33 thru 49 10/14 gg 10/15 744 East Truck Lane 10/20 fj 10/21 745 South Truck Court -
Col 17 thru 30 1/26 g 1/27 746 North West Truck Court — Col 1 thru 17 11/23 Q 11/24 747 South West
Truck Court — Col 1 thru 17 12/7 EH 12/13 748 West Truck Lane 12/14 g 12/15 749 East / South East
Parking — Col 30 thru 49 1/27 n 2/2 750 Prep and Plant Shrubs 10/14 ^^TM^^"^^^^^^^^^^^^^^ 2/9 751
North Truck Court — Col 17 thru 33 10/14 | 10/15 752 North East Truck Court — Col 33 thru 49 10/18
g 10/19 753 East Truck Lane 10/22 [D 10/25 754 South Truck Court — Col 17 thru 30 1/28
FJ 1/31 755 North West Truck Court — Col 1 thru 17 12/2 g 12/3 756 South West Truck Court — Col 1
thru 17 12/14 fg 12/20

Page 18

 

	J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID jTask Name ~~
2Q10 3Q10 4Q10 I 1Q11 I 2Q11 , Mar Apr May Jun Jul Auq Sep Ocl Nov Dec Jan Feb Mar Apr May J___757
West Truck Lane 12/210 12/22 758 East / South East Parking — Col 30 thru 49 2/3 ? 2/9 759 Prep and
Plant Ground Cover 10/18 ^¦^^^^^^¦^^^¦^^^¦^^"^^^ 2/16 760 North Truck Court — Col 17 thru 33 10/18
[j 10/19 761 North East Truck Court — Col 33 thru 49 10/20 j] 10/21 762 East Truck Lane 10/26 g
10/27 763 South Truck Court — Col 17 thru 30 2/1 0 2/2 764 North West Truck Court — Col 1 thru 17
12/6 gj 12/7 765 South West Truck Court — Col 1 thru 17 12/21 |g3 12/28 766 West Truck Lane 12/29 g
12/30 767 East / South East Parking — Col 30 thru 49 2/10 ? 2/16 768 769 OFF-SITE IMPROVEMENTS 5/5
^^^TM^~^^^—^^"^^^^^^^"^-^^^—^TM^^^^^^—^^^^^^^^^^ 3/16 770 PRIMARY WATER SERVICE 5/5
^^^^—"^^"^^^—i^TM^^^TM^^ 9/29 771 Highland Blvd — 750 If 6/11^—^-^^7/16 772 Traffic Control
Measures 6/11 g 6/11 773 Survey 6/14 I 6/14 774 Excavate 6/15 |J 6/17 775 Prepare Point of
Connection 6/17(6/17 776 Install Water System Piping, Laterals and Devices 6/17 [JJ 6/23 777
Install Thrust Blocks / Restraints 6/24 Q 6/28 778 Prepare Point of Connection 6/29 J 6/29 779 Load
and Test System 6/30 fj 7/1 ~^78<r~ Backfill 7/1 gg 7/6 781 Install Above Grade Devices 7/6 g
7/7 782 Charge, Test, Chlorinate and Inspect 7/8 gg 7/14 783 Complete Point of Connection / Active
Service 7/15 0 7/16 784 Sinclair Street and State Route 60 Crossing 5/5 ^^^^^^^^^^"^"^^^^^^^^^^^^^^
9/24 ^rei!- Survey 6/15 g 6/15 786 Prepare Access Roadway Bed 6/16 EB 6/22 787 Install
3” Class II Base Access Roadway 9/20 gj 9/24 788 Sinclair Street — 2,500 If 6/16 ^^—^^^^ 7/27 789
Traffic Control Measures 6/16 16/16 790 Survey 6/17 g 6/17 791 Excavate 6/18 FFFfl 6/29 792 Prepare
Point of Connection 6/21 J 6/21 “ 793 Install Water System Piping, Laterals and Devio 6/24 inm 7/6
794 Install Thrust Blocks / Restraints 7/7 g 7/9 795 Load and Test System 7/12 Q 7/13 796 Backfill
7/13 Egg 7/22 797 Install Above Grade Devices 7/23 Efl 7/27 “ 798 Caltrans Permits In Place ? 5/5

Page 19

 

	J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT’S” ID |Task Name 2Q10 I
3Q10 I 4Q10 10.11 I 2Q11 Mar I Apr I May I Jun i Jul I Auq Sep Oct Nov I Dec I Jan I Feb I Mar I
Apr I May J___799 State Route GO Crossing — 350 If 8/6 ^^^^"^^ 9/13 800 On-site Box Storm Drain
Completed and Backfil 4 8/12 801 Excavate Jack / Bore / Receiving Pit(s) 8/13 Q 8/16 802 Temporary
Controls / Measures in Place + 8/6 803 Jack and Bore 24” Steel Casing 8/17 gg 8/23 804 Install
Water System Piping 8/24 ETJ 8/30 805 Install Thrust Blocks / Restraints 9/2 g 9/3 806 Load and
Test System 9/7 [ 9/8 807 Backfill 9/8 FJ 9/10 808 Point of Connection to Above Grade Devices 9/10
Q 9/13 809 Charge, Test, Chlorinate and Inspect 9/13 Q 9/17 810 Complete Point of
Connection/Active Service ? 9/17 811 Along North and East Property Line — 3,200 If 8/12 ^b^b^
9/29 812 North Property Line Retaining Wall In Place + 8/12 813 Survey 8/13 [ 8/13 814
Excavate 8/16 II I I I I II 9/2 815 Prepare Point of Connection 8/17 a 8/17 816 Install Water
System Piping, Laterals and Devices 8/17 11 11 III 9/3 817 Install Thrust Blocks / Restraints 8/19
II I I I I FH 9/8 818 Load and Test System 8/27 gnn 9/10 819 Backfill 8/30 11 I I I I II 9/17 820
Install Above Grade Devices 9/17 g 9/20 821 Charge, Test, Chlorinate and Inspect 9/21 03) 9/27 822
Complete Point of Connection / Active Service 9/28 a 9/29 823 824 SEWER IMPROVEMENTS in REDLANDS
BLVD 7/12 ^^^^^^^^¦¦¦—^^^^^^^^^^¦^ 12/3 825 Traffic Control Installed 7/12 a 7/13 826 Survey 7/14
Q 7/15 827 Rough Grade 7/16 ^^^ 7/29 828 Establish Erosion Control Measures 7/16 J3 7/19 829 Rough
Grade 7/20 Ffl 7/26 830 Rough Finish Roadway / Temporary Ditch 7/27 g 7/29 83f~ Sewer Main
Installation — 4,700 If 7/30 ^^^^^^TM^^^^^^^^^""^^^^ 12/3 832 Station 157+63 to Station 159+40 7/30
H3 8/6 833 Station 159+40 to Station 164+38 8/9 H 8/13 834 Station 164+38 to Station 168+80 8/16 Q
8/23 835 Station 168+80 to Station 173+20 8/24 [H 8/30 836 Station 173+20 to Station 177+58 9/2 mq
9/10 837 Station 177+58 to Station 181+80 9/13 Q 9/17 838 Station 181+80 to Station 186+20 9/20 FfJ
9/27 839 Station 186+20 to Station 190+78 9/28 H3 10/4 840 Station 190+78 to Station 195+20 10/5 B3
10/12

Page 20

 

	J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID Task Name ^^^
2Q10 I 3Q10 4Q10 I 1Q11 ~T 2Q11 Mar I Apr I May I Jun I Jul I Aug I Sep I Oct I Nov 1 Dec I Jan I
Feb I Mar I Apr I May ___| J 841 Station 195+20 to Station 199+60 10/13 ID 10/19 842~ Station 199+60
to Station 204+80 10/20 [FR 10/27 843 Final Sewer Inspection and Approvals 10/28 g 10/29 844 Point
of Connection In Place 4 10/29 845 Finish Grade and Hardscape 11/1 ^^TM^"^ 12/3 846 Finish Grade
and Profile Ditch 11/1 fj 11/3 847 Concrete V Ditch and Headwall Structures 11/4 jFfFFI 11/17 848
Box Culverts 11/4 nTm 11/17 849 Final Pavement Patch 11/18 Eg 11/24 850 Pavement Marking Repairs
12/2 g 12/3 851 852 EUCALYPTUS AVE. STREET IMPROVEMENTS 6/16
^—^^—^^^^—^^-^—^^m^^^-^^^^^^—^-^^^^^^^—m^* 3/16 853 Rough Grade Roadway 6/24 ^"^^ 7/15 854
Station 10 thru 25 6/24 ? 6/30 855 Station 25 thru 45 7/1 ga 7/8 856 Station 45 thru 62 7/9 H 7/15
857 Utilities 6/16 ^^TM^^^^^^^^—^^^"^^^^^^^^^^TM^—^^^ 1/7 858 Box Culvert Line F Completed Across
Roadway ? 6/16 859 Sewer with Manholes 7/1 ^^^^^^^^^~*»i 9/7 860 Station 10 thru 27-1,700 If 7/1
^h^hb^ji 8/3 861 Survey 7/1 | 7/1 862 Excavate 7/2 ? 7/8 863 Install Sewer Main and
Laterals 7/6 I I 7/20 864 Install Manholes Bottoms and Clean Out Ri 7/20 B 7/21 865 Backfill Lifts
7/22 EH 7/27 866 Continue Manholes and Clean-outs 10’to 2 7/28 a 7/29 867 Top Out Manholes and
Clean-outs 7/29 0 7/30 868 Backfill Lifts 8/2 g 8/3 869 Station 27 thru 45-1,800 If 7/9 |^^^^^^^
8/18 870 Survey 7/9 I 7/9 871 Excavate 7/12 gg 7/15 872 Install Sewer Main and Laterals 7/21 I I
8/4 873 Install Manholes Bottoms and Clean Out Ri 8/4 rj 8/5 874 Backfill Lifts 8/6 ? 8/11 875
Continue Manholes and Clean-outs 10’ to 2 8/12 0 8/13 ~~876~ Top Out Manholes and Clean-outs 8/13 n
8/16 “ 877 Backfill Lifts 8/17 Q 8/18 ~~87B~ Station 45 thru 58 -1,300 If 7/16 ^^^^^^""^ 9/7 879
Survey 7/16 I 7/16 880 Excavate 7/19 rfl 7/22 881 Install Sewer Main and Laterals 8/5 11 I I I I
8/19 882 Install Manholes Bottoms and Clean Out Ri 8/19 a 8/20

Page 21

 

	J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID [Task Name I 2Q10
I 3Q10 I 4Q10 I 1Q11 I 2Q11 Mar I Apr I May Jun I Jul I Aua ~ Sep Oct Nov Dec Jan Feb Mar Apr I
May I J 883 Backfill Lifts 8/23 ? 8/26 884 Continue Manholes and Clean-outs 10’ to 2 8/27 ED 8/30
885 Top Out Manholes and Clean-outs 8/30 g 9/2 886 Backfill Lifts 9/3 H 9/7 887 Storm Drain 8/19
^TMTM~TM^TM^TM*» 10/22 888 Lateral F-9 Station 26 thru 12 -1,400 If 9/9 <^^""^^ 10/14 889 Survey 9/9
| 9/9 890 ~ Excavate 9/21 a 9/24 891 Install Storm Drain Piping 9/30 ? 10/7 892 Install Structures
10/8 Q 10/12 893 Backfill 10/11 B 10/14 894 Laterals F-9A thru F-9D 9/10 ^^^^^^^ 10/22 895 Survey
9/10 [ 9/10 896 Excavate 9/27 a 9/30 897 Install Storm Drain Piping 10/8 ? 10/15 898 Install
Structures 10/18 Q 10/20 899 Backfill 10/19 Q 10/22 900 Lateral F-8 Station 26 thru 45 -1,900 If
8/19 ^^^^ 9/10 901 Survey 8/19 0 8/19 ~902~ Excavate 8/20 ? 8/25 903 Install Storm Drain Piping
8/24 CZ3 9/2 904 Install Structures 9/3 EH 9/8 905 Backfill 9’7 B 9/10 906 Laterals F-8C thru F-8H
8/20 ^—^^ 9/20 907 Survey 8/20 | 8/20 908 Excavate 8/26 L^ 9/2 909 Install Storm Drain Piping 9/3
LZZ] 9/13 910 Install Structures 9/14 fj 9/16 911 Backfill 9/15 H 9/20 912 Lateral F-8 Station 45
thru 59 -1,400 9/8 H^^^^ 9/28 913 Survey 9/8 i 9/8 914 Excavate 9/9 Q 9/14 915 Install Storm Drain
Piping 9/14 ? 9/21 916 Install Structures 9/22 [fl 9/24 917 Backfill 9/23 ffl 9/28 918 Laterals
F-8I thru F-8P 9/9 ^^^^^ 10/6 919 Survey 9/9 I 9/9 920 Excavate 9/15 B 9/20 921 install Storm Drain
Piping 9/22 ? 9/29 922 Install Structures 9/30 FJj 10/4 923 Backfill 10/1 EH 10/6 924 Domestic
Water System 9/21 ^^^^^^^^^^^m^^^^^^i 12/28

Page 22

 

	J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT’S” ID iTask Name I 2Q10
3Q10 I 4Q10 I 1Q11 I 2Q11 Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May J___925
Station 59 thru 45-1,400 If 10/25 ^^TM^—^ 12/7 926 Survey 10/25 I 10/25 927 Excavate 10/26 CD
11’3 928 Install Water System Piping, Laterals and C 10/29 CZ3 11/8 929 Install Thrust
Blocks / Restraints 11/2 EH] 11/10 930 Load and Test System 11/9 g 11/12 ~~931 Backfill 11/9 EFfl
11/17 932 Install Above Grade Devices 11/17 pj 11/19 933 Charge, Test, Chlorinate and Inspect
11/22 FFffl 12/3 934 Complete Point of Connection / Active Serv 12/6 J 12/7 ~935~ Station 45 thru
25 — 2,000 If 9/21 ^^^^^"^^ 11 /5 936 Survey 9/21 j 9/21 937 Excavate 9/22 mm 10/5 938 Install
Water System Piping, Laterals and C 9/28 (FFFFI 10/11 ~939^ Install Thrust Blocks / Restraints 10/4
PTJ 10/15 940 Load and Test System 10/12 FJJ 10/19 941 Backfill 10/12 fffflj 10/25 942 Install
Above Grade Devices 10/25 a 1"/27 943 Charge, Test, Chlorinate and Inspect 10/28 gg 11/3 944
Complete Point of Connection / Active Serv 11/4 Q 11/5 945 Station 25 thru 11 -1,400 If 10/27
|^^^—^^^^^ 12/28 946 Survey 10/27 | 10/27 947 Excavate 11/15 CD 11/23 948 Install Water System
Piping, Laterals and t 11/18 I I 12/3 949 Install Thrust Blocks / Restraints 11/22 n 111II 12/7 950
Load and Test System 12/3 H 12/9 951 Backfill 12/6 EQ 12/14 952 Install Above Grade Devices 12/14 a
12/16 953 Charge, Test, Chlorinate and Inspect 12/17 ggj 12/23 954 Complete Point of Connection /
Active Serv 12/27 g 12/28 955 Recycled Water System 9/22 ^^—^^^^^^^^^^"^^^ 1/7 956 Station 59 thru
45 -1,400 If 10/26 ^^^^TM"^^^ 12/16 957 Survey 10/26 j 10/26 958 Excavate 11/4 ? 11/12 959 Install
Water System Piping, Laterals and C 11/9 CD 11/17 960 Install Thrust Blocks / Restraints 11/11 fj-g
11/19 961 Load and Test System 11/18 ffl 11/23 962 Backfill 11/18 Ffl=m 12/3 963 Install Above
Grade Devices 12/3 Q 12/7 964 Charge, Test, Chlorinate and Inspect 12/8 ffB 12/14 965 Complete
Point of Connection / Active Serv 12/15 | 12/16 966 Station 45 thru 25 — 2,000 If 9/22 ^^^^^^^^^^
11/19

Page 23

 

	J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I, LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID jTask Name I I
2Q10 I 3Q10 I 4Q10 I 1Q11 [ 2Q11 Mar I Apr May I Jun Jul Aug I Sep I Oct ~ Nov I Deo I Jan I Feb I
Mar I Apr I M~ay I J___967 Survey 9/22 1 9/22 968 Excavate 10/6 FFFFfl 10/19 969 Install Water
System Piping, Laterals and [ 10/12 mm 10/25 970 Install Thrust Blocks / Restraints 10/18 mfB 10/29
971 Load and Test System 10/26 ggg 11/2 972 Backfill 10/26 fffTm 11/8 973 Install Above Grade
Devices 11/8 E 11/10 974 Charge, Test, Chlorinate and Inspect 11/11 Q3 11/17 975 Complete Point of
Connection / Active Serv 11/18 Q 11/19 976 Station 25 thru 11 -1,400 If 10/28 ^^^^"^"^^^"^ 1/7 977
Survey 10/28 0 10/28 978 Excavate 11/24 I 1 12/9 979 Install Water System Piping, Laterals and C
12/6 ? 12/14 980 Install Thrust Blocks / Restraints 12/8 [ I 12/16 981 Load and Test System 12/14 n
12/20 982 Backfill 12/15 CD 12/23 983 Install Above Grade Devices 12/23 n 12/28 984
Charge, Test, Chlorinate and Inspect 12/29 I I 1/5 985 Complete Point of Connection/Active Serv 1/6
Q 1/7 986 Eucalyptus Ave Hardscape / Softscape Improvements WW ^^^^^^"^^^^^^^^^^^""^"^^V 3/16 987
Station 62 thru 45 12/17 ^^-^^^^^^^^ 2/28 988 Survey 12/17 gg 12/20 989 Curb Grade 12/20 fj 12/23
990 Site Concrete 12/27^^1/6 991 Street Curb and Spandrels 12/27 [CD 1/3 992 Drive Approaches
12/29 EH 1/3 993 Light Pole Bases 1/4 Q 1/6 ~994~ Paving 1/4 ^^"^ 1’24 ~995~
Fine Grade Street Paving 1/4 O 1/7 996 Base Coarse 1/1° B 1/12 997 Asphalt
Paving 1/13 Efl 1/17 998 Adjust Covers to Grade and Patch 1/18 0 1/19 999 Pavement Markings and
Signage 1/20 ES 1/24 1000 Dry Utility Systems 1/6 ^^^^^^^ 2/11 1001 Structures 1/6 H 1/10 1002
Primary Conduits and Pull Boxes 1/11 gg 1/14 1003 Street Lighting Conduits and Pull Boxes
1/17 ffl 1/20 1004 Install Street Lights 2/2 H 2/7 1005 Pull Conductors and Make Up
Street Lights 2/8 rj 2/11 1006 Sidewalks and Landscape 12/27 ^^^^^^^^^^^ 2/24 1007 Fine Grade 1/21
B 1/26 1008 Flatwork and Ramps 1/27 fa 2/1

Page 24

 

	J. D. Diffenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID iTask Name 2Q10
3Q10 4Q10 1Q11 2Q11 Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May J___1009 Irrigation
Sleeves 12/27 a 12/28 1010 Rough-in Irrigation 1/31 B 2/3 1011 Irrigation Heads and Trim 2/3 Q 2/8
1012- Test Irrigation System 2/8(5 2/11 1013 Plant Trees 2/14 g 2/16 1014 Plant Shrubs
2/16 Q 2^1 1015 Install Ground Cover 2/21 H 2/24 1016 Final Cleaning 2/25 p 2/28 1017 Station 45
thru 25 11/18 ^^TM^^"^^TM^TM—^» 2/4 1018 Survey 11/18 g 11/19 1019 Curb Grade 11/19^11/24 1020 Site
Concrete 12/2^^12/13 1021 Street Curb and Spandrels 12/2 mj 12/8 1022 Drive Approaches 12/6 B 12/8
1023 Light Pole Bases 12/9 Q 12/13 1024 Paving 12/9 ^"^ 12/30 1025” Fine Grade Street Paving 12/9 H
12/14 1026 ‘ Base Coarse 12/15 E 12/17 1027 Asphalt Paving 12/20 g 12/22 1028 Adjust Covers to
Grade and Patch 12/23 n 12/27 1029 Pavement Markings and Signage 12/28 B 12/30 1030 Dry Utility
Systems 12/13 ^"^^^^^ 1/20 1031 Structures 12/13 g 12/15 1032 Primary Conduits and Pull Boxes 12/16
E0 12/21 1033 Street Lighting Conduits and Pull Boxes 12/22 EQ 12/28 1034 Install Street Lights
1/11 H 1/14 ~1035 Pull Conductors and Make Up Street Lights 1/17 ffi 1/20 1036 Sidewalks and
Landscape 12/2 ^^^^^^^^—"^ 2/2 1037 Fine Grade 12/29 FB 1/4 1038 Flatwork and Ramps 1/5 B 1/10
1039 Irrigation Sleeves 12/2 a 12/3 1040 Rough-in Irrigation 1/7 CD 1/12 1041 Irrigation Heads and
Trim 1/12 (Ffl 1/17 1042 Test Irrigation System 1/17 ED 1/20 1043 Plant Trees 1/21 H 1/25 1044
Plant Shrubs 1/25 g 1/28 1046 Install Ground Cover 1/28 BB 2/2 1046 Final Cleaning 2/3 |!) 2/4 1047
Station 25 thru 10 1/6 ^^^^^^^"^^^^ 3/16 ~T04lT Survey 1/s ? 1/7 1049 Curb
Grade 1/7 ? 1/12 1050 Site Concrete 1/13 *^^ 1/24

Page 25

 

	J. D. Diflenbaugh, Inc. HIGHLAND FAIRVIEW CORPORATE PARK — SITE PACKAGE for HIGHLAND FAIRVIEW
LOGISTICS I. LLC Revised January 18, 2010 PRELIMINARY BID SCHEDULE EXHIBIT “B” ID |Task Name I 2Q10
I 3Q10 I 4Q10 I 1Q11 I 2Q11 ~~ Mar I Apr I May I Jun I Jul Aug I Sep I Oct I Nov I ~ Dec I Jan I
Feb I Mar Apr I May I J 1051 Street Curb and Spandrels 1/13 ? 1/19 1052 Drive Approaches 1/17 0
1/19 1053 Light Pole Bases 1/20 ? 1/24 1054 Paving 1/20 ^"^^ 2/9 1055 Fine Grade Street Paving 1/20
g 1/25 1056 Base Coarse 1/26 Q 1/28 1057 Asphalt Paving 1/31 B 2/2 1058~~ Adjust Covers to Grade
and Patch 2/3 Q 2/4 1059 Pavement Markings and Signage 2/7 Fj 2/9 1060 Dry Utility Systems 1/24
^^m^m^ 3/1 1061 Structures 1/24 Q 1/26 1062 Primary Conduits and Pull Boxes 1/27 ? 2/1
1063 Street Lighting Conduits and Pull Boxes 2/2 ? 2/7 1064 Install Street Lights 2/18 H 2/23 1065
Pull Conductors and Make Up Street Lights 2/24 rg 3/1 1066 Sidewalks and Landscape 1/13 ^TM^^"^^^^^^
3/14 1067 Fine Grade 2/8 Q 2/11 1068 Flatwork and Ramps 2/14 Q 2/17 1069 Irrigation Sleeves 1/13 B
1/14 1070 Rough-in Irrigation 2/16 ? 2/21 1071 Irrigation Heads and Trim 2/21 Q 2/24 1072 Test
Irrigation System 2/24 ? 3/1 1073~ Plant Trees 3/2 ? 3/4 1074 Plant Shrubs 3/4 ? 3/9 1075 Install
Ground Cover 3/9 ? 3/14 ~r076~ Final Cleaning 3/15 p 3/16

Page 26

 

EXHIBIT “C”

Contract
#: MH00-121-226

Project: Highland Fariview Corporate Park

Trade: General Contractor

SKECHERS PROJECT DIRECTORY

	 	 	 	 	 	 	 	 	 	 	 
	 	 	DEVELOPER	 	BLDG.	 	On-Site	 	Off-Site
	HIGHLAND FAIRVIEW	 	 	 	 	 	 	 	 
	Corporate Office: *	 	     Corporate Office: **	 	 	 	 	 	 
	3070 Bristol Street, Suite 320	 	     14225 Corporate Way	 	 	 	 	 	 
	Costa Mesa, California 92626	 	     Moreno Valley, California 92553	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Iddo Benzeevi **	 	 	 	 	 	 	 	 
	President & Chirf Executive Officer	 	 	 	 	 	 	 	 
	Office:

	 	951-867-5301
	 	E-Mail:      ibenzeevi@highlandfairview.com	 	 	 	 	 	 
	Fax:

	 	951-867-5302	 	 	 	 	 	 	 	 
	Cell:

	 	310-500-7117	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Danette Fenstermacher *	 	 	 	 	 	 	 	 
	Executive Vice President & Chief Operations Officer	 	 	 	 	 	 
	Office:

	 	714-824-8001
	 	E-Mail:      danette@highlandfairview.com	 	 	 	 	 	 
	Fax:

	 	714-824-8002	 	 	 	 	 	 	 	 
	Cell:

	 	714-271-6703	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Brian Hixson *	 	 	 	 	 	X	 	X
	Vice President of Land Development	 	 	 	 	 	 	 	 
	Office:

	 	714-824-8023
	 	E-Mail:      bhixson@highlandfairview.com	 	 	 	 	 	 
	Fax:

	 	714-824-8024	 	 	 	 	 	 	 	 
	Cell:

	 	951-520-5015	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Jack Stones **	 	 	 	 	 	 	 	 
	Vice President of Construction	 	 	 	 	 	 	 	 
	Office:

	 	951-867-5317
	 	E-Mail:      jstones@highlandfairview.com
	 	X	 	X
	 	X
	Fax:

	 	951-867-5318	 	 	 	 	 	 	 	 
	Cell:

	 	951-201-3329	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Joe Stone **	 	 	 	 	 	 	 	 
	Senior Site Superintendent	 	 	 	 	 	X	 	X
	Office:

	 	951-867-5373
	 	E-Mail:      jstones@highlandfairview.com	 	 	 	 	 	 
	Fax:

	 	951-867-5374	 	 	 	 	 	 	 	 
	Cell:

	 	951-489-6872	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Paul Fierro **	 	 	 	 	 	 	 	 
	senior Site Superintendent	 	 	 	X	 	X	 	X
	Office:

	 	951-867-5373
	 	E-Mail:      pfierro@highlandfairview.com	 	 	 	 	 	 
	Fax:

	 	951-867-5374	 	 	 	 	 	 	 	 
	Cell:

	 	951-489-6871	 	 	 	 	 	 	 	 

 

 

EXHIBIT “C”

Contract #: MH00-121-226

Project: Highland Fariview Corporate Park

Trade: General Contractor

	 	 	 	 	 	 	 	 	 	 	 
	 	 	DEVELOPER	 	BLDG.	 	On-Site	 	Off-Site
	SKECHERS USA	 	 	 	 	 	 	 	 
	1670 Champagne Avenue **	 	     1777 South Vintage Avenue *	 	 	 	 	 	 
	Ontario, California 91761	 	     Ontario, California 91761	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Paul Galliher *	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Office:

	 	909-390-1600 x 2619
	 	E-Mail:      paulg@skechers.com	 	 	 	 	 	 
	Fax:

	 	909-390-1648	 	 	 	 	 	 	 	 
	Cell:
	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Mickey Griffin **	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Office:

	 	909-390-1600 x 2671
	 	E-Mail:      mickeyg@skechers.com	 	 	 	 	 	 
	Fax:

	 	909-390-1632	 	 	 	 	 	 	 	 
	Cell:
	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Bud Biggs *	 	 	 	 	 	 	 	 
	Director of I. T.	 	 	 	 	 	 	 	 
	Office:

	 	909-390-1600
	 	E-Mail:      budb@skechers.com	 	 	 	 	 	 
	Fax:

	 	909-390-1632	 	 	 	 	 	 	 	 
	Cell:
	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Greg Drivas *	 	 	 	 	 	 	 	 
	Director of Loss Prevention	 	 	 	 	 	 	 	 
	Office:

	 	909-390-1600
	 	E-Mail:      gdrivas@skechers.com	 	 	 	 	 	 
	Fax:

	 	909-390-1632	 	 	 	 	 	 	 	 
	Cell:
	 	 	 	 	 	 	 	 	 	 

	 	 	 	 	 	 	 	 	 	 	 
	 	 	BUILDING ARCHITECT	 	BLDG.	 	On-Site	 	Off-Site
	HPA, INC	 	 	 	 	 	 	 	 
	18831 Bardeen Avenue, Suite 100	 	 	 	 	 	 	 	 
	Irvine, California 92612	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Yong Nam
	 	 	 	 	 	 
	Partner
	 	 	 	 	 	 	 	 	 	 
	Office:

	 	949-863-1770 x 138
	 	E-Mail:      yong@hparchs.com
	 	X	 	 	 	 
	Fax:

	 	949-863-0851	 	 	 	 	 	 	 	 
	Direct:

	 	949-862-2118	 	 	 	 	 	 	 	 

 

 

EXHIBIT “C”

Contract #: MH00-121-226

Project: Highland Fariview Corporate Park

Trade: General Contractor

	 	 	 	 	 	 	 	 	 	 	 
	 	 	BUILDING ARCHITECT	 	BLDG.	 	On-Site	 	Off-Site
	Insik Chang	 	 	 	 	 	 	 	 
	Project Architect	 	 	 	 	 	 	 	 
	Office:

	 	949-863-1770 x 115
	 	E-Mail:      insik@hparchs.com
	 	X
	 	 
	 	 
	Fax:

	 	949-863-0851	 	 	 	 	 	 	 	 
	Direct:

	 	949-862-2115	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Bridget Herdman	 	 	 	 	 	 	 	 
	Project Architect	 	 	 	 	 	 	 	 
	Office:

	 	949-863-1770 x 119
	 	E-Mail:      bridget@hparchs.com
	 	X	 	 	 	 
	Fax:

	 	949-863-0851	 	 	 	 	 	 	 	 
	Direct:

	 	949-862-2119	 	 	 	 	 	 	 	 

	 	 	 	 	 	 	 	 	 	 	 
	 	 	STRUCTURAL ENGINEER	 	BLDG.	 	On-Site	 	Off-Site
	KRAMER ENGINEERING, INC.	 	 	 	 	 	 	 	 
	3002 Dow Avenue , Suite 136	 	 	 	 	 	 	 	 
	Tustin, California 92780	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	David Kramer
	 	 	 	 	 	 
	President / Structural Engineer	 	 	 	 	 	 	 	 
	Office:

	 	714-838-6222
	 	E-Mail:      info@kramerengineeringinc.com
	 	X
	 	 
	 	 
	Fax:

	 	714-838-2023	 	 	 	 	 	 	 	 
	Direct:

	 	714-402-1292	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	John Whiteman	 	 	 	 	 	 	 	 
	Project Engineer	 	 	 	 	 	 	 	 
	Office:

	 	714-838-6222 x 116
	 	E-Mail:      johnw@kramerengineeringinc.com
	 	X	 	 	 	 
	Fax:

	 	714-838-2023	 	 	 	 	 	 	 	 
	Direct:

	 	714-402-1292	 	 	 	 	 	 	 	 

	 	 	 	 	 	 	 	 	 	 	 
	 	 	SOILS ENGINEER	 	BLDG.	 	On-Site	 	Off-Site
	LEIGHTON & ASSOCIATES, CIN.	 	 	 	 	 	 	 	 
	41715 Enterprise Circle N., Suite 103	 	 	 	 	 	 	 	 
	Temecula, California 92590	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Bob Riha
	 	 	 	 	 	 
	V.P.
	 	 	 	 	 	 	 	 	 	 
	Office:

	 	951-252-8914
	 	E-Mail:      rriha@leightongroup.com
	 	 	 	X
	 	X
	Fax:

	 	951-296-0534	 	 	 	 	 	 	 	 
	Cell:

	 	951-830-9290	 	 	 	 	 	 	 	 

 

 

EXHIBIT “C”

Contract #: MH00-121-226

Project: Highland Fariview Corporate Park

Trade: General Contractor

	 	 	 	 	 	 	 	 	 	 	 
	 	 	CIVIL ENGINEER	 	BLDG.	 	On-Site	 	Off-Site
	RBF CONSULTING	 	 	 	 	 	 	 	 
	14725 Alton Parkway	 	 	 	 	 	 	 	 
	Irvine, California 92618-2027	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Patrick F. Revere	 	 	 	 	 	 	 	 
	Senior Associate / Project Manager	 	 	 	 	 	X	 	X
	Office:

	 	949-855-5716
	 	E-Mail:      prevere@rbf.com	 	 	 	 	 	 
	Fax:

	 	949-472-8122	 	 	 	 	 	 	 	 
	Cell:

	 	949-910-8807	 	 	 	 	 	 	 	 

	 	 	 	 	 	 	 	 	 	 	 
	 	 	DRY UTILITY CONSULTANT	 	BLDG.	 	On-Site	 	Off-Site
	BUTSKO, INC.	 	 	 	 	 	 	 	 
	74-130 Country Club Drive, Suite 102	 	 	 	 	 	 	 	 
	Palm Desert, California 92260	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Eddie Pablos	 	 	 	 	 	 	 	 
	Senior Project Manager	 	 	 	 	 	X	 	X
	Office:

	 	760-601-3390
	 	E-Mail:      epablos@butskoutility.com	 	 	 	 	 	 
	Fax:

	 	760-346-8518	 	 	 	 	 	 	 	 
	Cell:
	 	 	 	 	 	 	 	 	 	 

	 	 	 	 	 	 	 	 	 	 	 
	 	 	LANDSCAPE ARCHITECT CONSULTANT	 	BLDG.	 	On-Site	 	Off-Site
	LANDARCWEST	 	 	 	 	 	 	 	 
	16361 Scientific Way	 	 	 	 	 	 	 	 
	Irvine, California 92618	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Paul T. Wong	 	 	 	 	 	 	 	 
	Senior Principle	 	 	 	 	 	X	 	X
	Office:

	 	949-224-0040
	 	E-Mail:      p.wong@landarcwest.com	 	 	 	 	 	 
	Fax:

	 	949-224-0044	 	 	 	 	 	 	 	 
	Cell:
	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Darin Farnworth	 	 	 	 	 	 	 	 
	Associate, Senior Designer	 	 	 	 	 	X	 	X
	Office:

	 	949-224-0040
	 	E-Mail:      d.farnworth@landarcwest.com	 	 	 	 	 	 
	Fax:

	 	949-224-0044	 	 	 	 	 	 	 	 
	Cell:
	 	 	 	 	 	 	 	 	 	 

	 	 	 	 	 	 	 	 	 	 	 
	 	 	LEED CERTIFICATION & COMMISSIONING	 	BLDG.	 	On-Site	 	Off-Site
	LPA, ARCHITECTS	 	 	 	 	 	 	 	 
	5161 California Avenue, Suite 100	 	 	 	 	 	 	 	 
	Irvine, California 92617	 	 	 	 	 	 	 	 

 

 

EXHIBIT “C”

Contract #: MH00-121-226

Project: Highland Fariview Corporate Park

Trade: General Contractor

	 	 	 	 	 	 	 	 	 	 	 
	 	 	LEED CERTIFICATION & COMMISSIONING	 	BLDG.	 	On-Site	 	Off-Site
	Erik Ring	 	 	 	 	 	 	 	 
	Director of MEP Services / LEED Accredited Professional	 	X	 	 	 	 
	Office:

	 	949-261-1001
	 	E-Mail:      ering@lpainc.com	 	 	 	 	 	 
	Fax:

	 	949-701-4398	 	 	 	 	 	 	 	 
	Cell:
	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	FARNSWORTH GROUP	 	 	 	 	 	 	 	 
	9431 Haven Avenue, Suite 117	 	 	 	 	 	 	 	 
	Rancho Cucamonga, California 91730	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Oliver Wu	 	 	 	 	 	 	 	 
	Commissioning Manager	 	 	 	X	 	 	 	 
	Office:

	 	909-912-1860
	 	E-Mail:      owu@f-w.com	 	 	 	 	 	 
	Fax:

	 	909-912-1861	 	 	 	 	 	 	 	 
	Cell:

	 	909-635-5030	 	 	 	 	 	 	 	 

	 	 	 	 	 	 	 	 	 	 	 
	 	 	GENERAL CONTRACTOR	 	BLDG.	 	On-Site	 	Off-Site
	DIFFENABUGH	 	 	 	 	 	 	 	 
	6865 Airport Drive	 	 	 	 	 	 	 	 
	Riverside, California 92504	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Jeff Dale	 	 	 	 	 	 	 	 
	Vice President	 	 	 	 	 	 	 	 
	Office:

	 	909-351-6865
	 	E-Mail:      jdale@diffenbaugh.com
	 	X
	 	X
	 	X
	Fax:

	 	951-351-6880	 	 	 	 	 	 	 	 
	Cell:

	 	909-906-8148	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Wendell Jackson	 	 	 	X	 	X	 	X
	Senior Estimator	 	 	 	 	 	 	 	 
	Office:

	 	909-351-6865
	 	E-Mail:      wjackson@diffenbaugh.com	 	 	 	 	 	 
	Fax:

	 	951-351-6880	 	 	 	 	 	 	 	 
	Cell:
	 	 	 	 	 	 	 	 	 	 

	 	 	 	 	 	 	 	 	 	 	 
	 	 	GENERAL CONTRACTOR	 	BLDG.	 	On-Site	 	Off-Site
	Paul Richardson	 	 	 	X	 	X	 	X
	Project Manager	 	 	 	 	 	 	 	 
	Office:

	 	909-351-6865
	 	E-Mail:      prichardson@diffenbaugh.com	 	 	 	 	 	 
	Fax:

	 	951-351-6880	 	 	 	 	 	 	 	 
	Cell:

	 	951-906-8077	 	 	 	 	 	 	 	 

 

 

EXHIBIT “C”

Contract #: MH00-121-226

Project: Highland Fariview Corporate Park

Trade: General Contractor

	 	 	 	 	 	 	 	 	 	 	 
	 	 	GENERAL CONTRACTOR	 	BLDG.	 	On-Site	 	Off-Site
	Joe Hamilton, SR	 	 	 	X	 	X	 	X
	General Superintendent	 	 	 	 	 	 	 	 
	Office:

	 	909-351-6865
	 	E-Mail:      jhamilton@diffenbaugh.com	 	 	 	 	 	 
	Fax:

	 	951-351-6880	 	 	 	 	 	 	 	 
	Cell:

	 	951-906-8365	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Bob Sanchez	 	 	 	X	 	X	 	X
	Senior Superintendent	 	 	 	 	 	 	 	 
	Office:

	 	909-351-6865
	 	E-Mail:      bsanchez@diffenbaugh.com	 	 	 	 	 	 
	Fax:

	 	951-351-6880	 	 	 	 	 	 	 	 
	Cell:

	 	951-377-7918	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Joe Schlemmer	 	 	 	X	 	X	 	X
	Site Superintendent	 	 	 	 	 	 	 	 
	Office:

	 	909-351-6865
	 	E-Mail:      jschlemmer@diffenbaugh.com	 	 	 	 	 	 
	Fax:

	 	951-351-6880	 	 	 	 	 	 	 	 
	Cell:

	 	951-906-8522	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Shawn Lagana	 	 	 	X	 	X	 	X
	Project engineer	 	 	 	 	 	 	 	 
	Office:

	 	909-351-6865
	 	E-Mail:      slagana@diffenbaugh.com	 	 	 	 	 	 
	Fax:

	 	951-351-6880	 	 	 	 	 	 	 	 
	Cell:

	 	951-906-8439	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Paul Lindley	 	 	 	X	 	X	 	X
	Warrantee & Safety Director	 	 	 	 	 	 	 	 
	Office:

	 	909-351-6865
	 	E-Mail:      plindley@diffenbaugh.com	 	 	 	 	 	 
	Fax:

	 	951-351-6880	 	 	 	 	 	 	 	 
	Cell:

	 	951-906-8354	 	 	 	 	 	 	 	 

	 	 	 	 	 	 	 	 	 	 	 
	 	 	CONCRETE
CONTRACTOR	 	BLDG.	 	On-Site	 	Off-Site
	INLAND CONCRETE CONSTRUCTORS	 	 	 	 	 	 
	6879 Airport Drive	 	 	 	 	 	 	 	 
	Riverside, California 92504	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Rob Fazio	 	 	 	X	 	X	 	 
	COO / General Manager	 	 	 	 	 	 	 	 
	Office:

	 	951-351-7770
	 	E-Mail:      rfazio@inlandconcrete.net	 	 	 	 	 	 
	Fax:

	 	951-351-7776	 	 	 	 	 	 	 	 
	Cell:

	 	909-208-2459	 	 	 	 	 	 	 	 

 

 

EXHIBIT “C”

Contract #: MH00-121-226

Project: Highland Fariview Corporate Park

Trade: General Contractor

	 	 	 	 	 	 	 	 	 	 	 
	 	 	CONCRETE
CONTRACTOR	 	BLDG.	 	On-Site	 	Off-Site
	Adrian Cruz	 	 	 	X	 	X	 	 
	Director of Field Operaations	 	 	 	 	 	 	 	 
	Office:

	 	951-351-7770
	 	E-Mail:      acruz@inlandconcrete.net	 	 	 	 	 	 
	Fax:

	 	951-351-7776	 	 	 	 	 	 	 	 
	Cell:

	 	909-208-2519	 	 	 	 	 	 	 	 

	 	 	 	 	 	 	 	 	 	 	 
	 	 	DESIGN-BUILD
SUBCONTRACTOR’S	 	BLDG.	 	On-Site	 	Off-Site
	TBD
	 	 	 	 	 	 	 	 	 	 
	Electrical:	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Merclan Electric	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	, California 92260	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Office:

	 	 	 	E-Mail:     
	 	X
	 	X
	 	X
	Fax:
	 	 	 	 	 	 	 	 	 	 
	Cell:
	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Mechanical:	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Blake Air Conditioning	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	, California 92260	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Office:

	 	 	 	E-Mail:     
	 	X
	 	X
	 	X
	Fax:
	 	 	 	 	 	 	 	 	 	 
	Cell:
	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Plumbing:	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	A Good Plumbing	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	California 92260	 	 	 	 	 	 	 	 
	 
	Office:

	 	 	 	E-Mail:     
	 	X
	 	X
	 	X
	Fax:
	 	 	 	 	 	 	 	 	 	 
	Cell:
	 	 	 	 	 	 	 	 	 	 

 

 

EXHIBIT “C”

Contract #: MH00-121-226

Project: Highland Fariview Corporate Park

Trade: General Contractor

	 	 	 	 	 	 	 	 	 	 	 
	 	 	DESIGN-BUILD
SUBCONTRACTOR’S	 	BLDG.	 	On-Site	 	Off-Site
	Advance Fire
Protection, Inc.	 	 	 	 	 	 	 	 
	615 South Oaks	 	 	 	 	 	 	 	 
	Ontario, California 91762	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Chris Holland	 	 	 	X	 	X	 	X
	General Manager	 	 	 	 	 	 	 	 
	Office:

	 	909-460-2510
	 	E-Mail:      cholland@advancofire.com	 	 	 	 	 	 
	Fax:

	 	909-460-2513	 	 	 	 	 	 	 	 
	Cell:

	 	909-560-6187	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Josh Huber	 	 	 	X	 	X	 	X
	Project Engineer	 	 	 	 	 	 	 	 
	Office:

	 	909-460-2510
	 	E-Mail:      jhuber@advancofire.com	 	 	 	 	 	 
	Fax:

	 	909-460-2513	 	 	 	 	 	 	 	 
	Cell:

	 	909-560-6187	 	 	 	 	 	 	 	 

	 	 	 	 	 	 	 	 	 	 	 
	 	 	SKECHERS
 - VENDORS	 	BLDG.	 	On-Site	 	Off-Site
	Wynright Engineers & Integrators
	 	 	 	 	 	 
	14373 Telephone Avenue *	 	          1480 W. Willow Drive **	 	 	 	 	 	 
	Chino, California 91710	 	          Kaysville, Utah 84037	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Bob Liebe *	 	 	 	 	 	 	 	 
	President	 	 	 	 	 	 	 	 
	Office:

	 	909-902-9880 x 275
	 	E-Mail:      bliebe@wynright.com	 	 	 	 	 	 
	Fax:

	 	909-902-9660	 	 	 	 	 	 	 	 
	Cell:

	 	909-895-9440	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Jason Henkle *	 	 	 	 	 	 	 	 
	Project Engineer
	 	 	 	 	 	 
	Office:

	 	909-902-9880 x 254
	 	E-Mail:      jhenkle@wynright.com	 	 	 	 	 	 
	Fax:

	 	909-902-9660	 	 	 	 	 	 	 	 
	Cell:

	 	909-896-0921	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Jim Neuner **	 	 	 	 	 	 	 	 
	V.P. Systems Sales	 	 	 	 	 	 	 	 
	Office:

	 	801-444-7112
	 	E-Mail:      jneuner@wynright.com
	 	 	 	 	 	 
	Fax:

	 	909-902-9660	 	 	 	 	 	 	 	 
	Cell:

	 	801-698-8861	 	 	 	 	 	 	 	 

 

 

EXHIBIT “C”

Contract
#: MH00-121-226

Project: Highland Fariview Corporate Park

Trade: General Contractor

	 	 	 	 	 	 	 	 	 	 	 
	 	 	SKECHERS - VENDORS	 	BLDG.	 	On-Site	 	Off-Site
	Dan Au *	 	 	 	 	 	 	 	 
	Project Manager	 	 	 	 	 	 	 	 
	Office:

	 	909-902-9880 x 232
	 	E-Mail:      dau@wynright.com
	 	 
	 	 
	 	 
	Fax:

	 	909-902-9660	 	 	 	 	 	 	 	 
	Cell:

	 	909-224-6664	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Patrick Thibalut	 	 	 	 	 	 	 	 
	Project Manager	 	 	 	 	 	 	 	 
	Office:

	 	909-902-9880 x 278
	 	E-Mail:      pthibault@wynright.com
	 	 	 	 	 	 
	Fax:

	 	909-902-9660	 	 	 	 	 	 	 	 
	Cell:

	 	909-702-6114	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Premier Fire Consulting, LLC	 	 	 	 	 	 	 	 
	Greg Cox	 	 	 	 	 	 	 	 
	Office:

	 	562-865-5134
	 	E-Mail:      greg@premier-fire.net	 	 	 	 	 	 
	Fax:

	 	562-865-2004	 	 	 	 	 	 	 	 
	Cell:
	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Fireman’s Fund Insurance Caompany	 	 	 	 	 	 
	Craig D Spansail MSc, CFPS	 	 	 	 	 	 	 	 
	Senior HPR Engineer	 	 	 	 	 	 	 	 
	Office:

	 	818-217-4708
	 	E-Mail:      craig.spansail@ffic.com	 	 	 	 	 	 
	Fax:

	 	818-383-0757	 	 	 	 	 	 	 	 
	Cell:
	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	TYCO Fire & Security — ADT	 	 	 	 	 	 	 	 
	1120 Palmyrity Avenue, Suite 280	 	 	 	 	 	 	 	 
	Riverside, California 92507	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Senior Commercial Account Executive	 	 	 	 	 	 
	Office:

	 	951-680-3554
	 	E-Mail:      pantolowitz@adt.com	 	 	 	 	 	 
	Fax:

	 	951-787-8275	 	 	 	 	 	 	 	 
	Cell:
	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Dependable Vending	 	 	 	 	 	 	 	 
	Pat Maule	 	 	 	 	 	 	 	 
	Project Engineer	 	 	 	 	 	 	 	 
	Office:

	 	 	 	E-Mail:     	 	 	 	 	 	 
	Fax:
	 	 	 	 	 	 	 	 	 	 
	Cell:
	 	 	 	 	 	 	 	 	 	 

 

 

EXHIBIT “D”

Contract #: MH00-121-226A

Project: Highland Fairview Corporate Park

Trade: General Contractor

SKECHERS PROJECT BUDGET

	 	 	 	 	 	 	 	 	 
	Account Code	 	CSI	 	Description	 	Total
	3-40000-1021	 	00-7213	 	General Conditions
	 	 	[*]	 
	3-40000-1015	 	01-3100	 	Project Management & Coordination
	 	 	[*]	 
	3-40000-1012	 	01-5126	 	Temporary Power & Lighting
	 	 	[*]	 
	3-40000-1010	 	01-5623	 	Temporary Barricades
	 	 	[*]	 
	3-40000-1011	 	01-5626	 	Temporary Fencing
	 	 	[*]	 
	3-20000-1054	 	01-5723	 	Temporary Storm Water Pollution (SWPPP)
	 	 	[*]	 
	3-40000-1002	 	01-7423	 	Final Cleaning
	 	 	[*]	 
	 	 	 	 	General
Conditions Subtotal
	 	$	[*]	 
	3-25000-1004	 	02-2113	 	Survey & Control
	 	 	[*]	 
	 	 	13-1213	 	Fountain Entry Feature (Reflecting Pond)
	 	 	[*]	 
	3-20000-1000	 	31-2213	 	Grading Rough & Precise
	 	 	[*]	 
	3-20000-7052	 	 	 	Landscape Maintenance
	 	 	[*]	 
	3-20000-2073	 	32-1123	 	Aggregate Base (Fire Road & Maintenance)
	 	 	[*]	 
	3-23000-1045	 	32-1313	 	Concrete Paving
	 	 	[*]	 
	3-20000-4084	 	32-1219	 	Asphalt Paving
	 	 	[*]	 
	 	 	 	 	Theodore Ramp -Allowance
	 	 	[*]	 
	 	 	 	 	Theodore Street
	 	 	[*]	 
	3-20000-5020	 	31-1316	 	Stamped Concrete Paving
	 	 	[*]	 
	3-20000-5008	 	32-1613.16	 	Cast-ln-Place Concrete Curbs
	 	 	[*]	 
	3-20000-4032	 	32-1723	 	Pavement Markings, Signage, Tactile Surfacing
	 	 	[*]	 
	3-20000-7547	 	32-3113	 	Chain Link Fencing & Gates
	 	 	[*]	 
	3-24003-3053	 	32-3213	 	Cast-ln-Place Concrete Screen Walls
	 	 	[*]	 
	3-24032-3119	 	32-3119	 	Decorative Metal Fences & Gates
	 	 	[*]	 
	3-20000-7550	 	32-3219	 	Unit Masonry Walls
	 	 	[*]	 
	3-20000-7012	 	32-8413	 	Irrigation & Drip Systems
	 	 	[*]	 
	3-20000-7001	 	32-9113.26	 	Landscape Planting
	 	 	[*]	 
	3-20000-3501	 	33-1116	 	Water Domestic
	 	 	[*]	 
	 	 	 	 	Redlands Ramp Domestic Water Loop Connector
	 	 	[*]	 
	3-20000-3547	 	33-1119	 	Water Fire
	 	 	[*]	 
	3-20000-3001	 	33-3113	 	Sanitary Sewer Systems
	 	 	[*]	 
	3-20000-2001	 	33-4113	 	Storm Drainage systems
	 	 	[*]	 
	3-20000-2030	 	33-4216	 	Concrete Storm Drainage Box Culverts
	 	 	[*]	 
	3-20000-6012	 	33-7139-23	 	Site Underground Electrical
	 	 	[*]	 
	3-20000-6012	 	33-7119.13	 	Site Electrical Transformers & Vault
	 	 	[*]	 
	3-20000-6012	 	33-7139-23	 	Offsite Electrical Form Dracaea
	 	 	[*]	 
	3-20000-6012	 	33-7183	 	Offsite Electrical (60 HWY Jack & Bore)
	 	 	[*]	 
	3-20000-6014	 	33-8113	 	Low Voltage-Dry Utilities (Communications)
	 	 	[*]	 
	3-20000-7085	 	12-9313	 	Bike Racks, Benches, Pots, Urns, Trash Recept
	 	 	[*]	 
	2051477	 	10-7516	 	Flag Poles
	 	 	[*]	 
	3-20000-7543	 	32-3119	 	Structural Steel (Trash Gates & Lids)
	 	 	[*]	 
	3-24009-9100	 	09-9113	 	Paint
	 	 	[*]	 
	3-20000-7009	 	26-3213	 	Site Electrical & generator
	 	 	[*]	 
	 	 	 	 	Site Subtotal
	 	$	[*]	 

 

			
	*	 	Confidential Portions Omitted and Filed Separately with the Commission.

 

 

EXHIBIT “D”

Contract
#: MH00-121-226A

Project: Highland Fairview Corporate Park

Trade: General Contractor

SKECHERS PROJECT BUDGET

	 	 	 	 	 	 	 	 	 
	Account Code	 	CSI	 	Description	 	Total
	 	 	03-2100
	 	Reinforcement Steel

	 	 	[*]	 
	 	 	03-3100
	 	Cast-ln-Place Concrete

	 	 	[*]	 
	 	 	05-1223
	 	Structural Steel building

	 	 	[*]	 
	 	 	05-3113
	 	Metal Deck

	 	 	[*]	 
	 	 	05-7313
	 	Glazing Decorative Metal Railing

	 	 	[*]	 
	 	 	06-1113
	 	Rough Carpentry

	 	 	[*]	 
	 	 	06-1516
	 	Panelized Roof

	 	 	[*]	 
	 	 	06-2033
	 	Interior Finish Carpentry (Millwork)

	 	 	[*]	 
	 	 	06-8200
	 	Glass Fiber reinforced Plastic (Marlite)

	 	 	[*]	 
	 	 	07-1113
	 	Bituminous Dampproofing

	 	 	[*]	 
	 	 	07-2116
	 	Blanket Insulation

	 	 	[*]	 
	 	 	07-4213
	 	Metal Wall/Soffit Panels

	 	 	[*]	 
	 	 	07-5423
	 	Thermoplastic Polyolefin Roofing

	 	 	[*]	 
	 	 	07-6200
	 	Sheet Metal Flashing a trim

	 	 	[*]	 
	 	 	07-7236
	 	Smoke Ventilating Skylights

	 	 	[*]	 
	 	 	 	 	Vertical Joint Sealant

	 	 	[*]	 
	 	 	07-9216
	 	Rigid Joint Sealants

	 	 	[*]	 
	 	 	08-1213
	 	Doors/Frames/Hardware

	 	 	[*]	 
	 	 	08-3619
	 	Multi-Leaf Vertical Lift Doors

	 	 	[*]	 
	 	 	08-8000
	 	Glass & Glazing

	 	 	[*]	 
	 	 	09-2116
	 	Gypsum Board Assemblies

	 	 	[*]	 
	 	 	09-3100
	 	Thin-Set Tiling

	 	 	[*]	 
	 	 	09-5113
	 	Acoustical Panel Ceilings

	 	 	[*]	 
	 	 	09-6223
	 	Bamboo Flooring

	 	 	[*]	 
	 	 	09-6536
	 	Static Control Resilient Flooring

	 	 	[*]	 
	 	 	09-6816
	 	Sheet Carpeting

	 	 	[*]	 
	 	 	09-6953
	 	Access Flooring Accessories (Mats)

	 	 	[*]	 
	 	 	09-9100
	 	Painting & wall Covering

	 	 	[*]	 
	 	 	09-9723
	 	Concrete Coating Floor Sealer

	 	 	[*]	 
	 	 	10-1400
	 	Plastic Signage restrooms

	 	 	[*]	 
	 	 	10-2813.13
	 	Metal toilet Compartments & Accessories

	 	 	[*]	 
	 	 	10-4116
	 	Emergency Key Cabinets (Knox Box)

	 	 	[*]	 
	 	 	10-4416
	 	Fire Extinguisher & Cabinets

	 	 	[*]	 
	 	 	10-5113
	 	Lockers (solid Plastic)

	 	 	[*]	 
	 	 	10-8213
	 	Decorative Airfoil Louvers & Wire Screening

	 	 	[*]	 
	 	 	11-1313
	 	Loading Dock Bumpers

	 	 	[*]	 
	 	 	12-2413
	 	Roller Window Shades

	 	 	[*]	 
	 	 	14-2423
	 	Hydraulic Passenger Elevator

	 	 	[*]	 
	 	 	21-1313
	 	Wet-Pipe Sprinkler System

	 	 	[*]	 
	 	 	22-4213
	 	Commercial Water Closet, Urinals, Fixtures

	 	 	[*]	 
	 	 	23-0000
	 	Heating, Ventilating & Air Conditioning

	 	 	[*]	 
	 	 	26-0100
	 	Electrical

	 	 	[*]	 
	 	 	26-5113
	 	Lighting

	 	 	[*]	 
	 	 	28-3100
	 	Fire Alarm System

	 	 	[*]	 
	 	 	 	 	Building Subtotal

	 	$	[*]	 

 

			
	*	 	Confidential Portions Omitted and Filed Separately with the Commission.

 

 

EXHIBIT “D”

Contract #: MH00-121-226A

Project: Highland Fairview Corporate Park

Trade: General Contractor

SKECHERS PROJECT BUDGET

	 	 	 	 	 	 	 	 	 
	Account Code	 	CSI	 	Description 	 	Total
	PROJECT BUDGET SUMMARY 

	 	 	 	 	GC’s
	 	$	[*]	 
	 	 	 	 	Site
	 	$	[*]	 
	 	 	 	 	Building
	 	$	[*]	 
	 	 	 	 	Subtotal
	 	$	[*]	 
	 	 	 	 	Pre-Purchase of Steel & Sprinkler Pipe
	 	-$	[*]	 
	 	 	 	 	Subtotal
	 	 	[*]	 
	 	 	 	 	Professional Insurance — Design Build
	 	 	[*]	 
	 	 	 	 	Diffenbaugh Professional Lib / Polluition
	 	 	[*]	 
	 	 	 	 	Liability Insurance & Sub-Guard (0.5%)
	 	 	[*]	 
	 	 	 	 	Subtotal
	 	$	[*]	 
	 	 	 	 	Overhead & Profit (1.75%)
	 	 	[*]	 
	 	 	 	 	Subtotal
	 	$	[*]	 
	 	 	 	 	Bond/Subguard Fees (1.15%)
	 	$	[*]	 
	 	 	 	 	Subtotal
	 	$	[*]	 
	 	 	 	 	Bond Three Major Subcontractors
	 	 	[*]	 
	 	 	 	 	Contingency Allowance
	 	 	[*]	 
	 	 	 	 	Contract Total
	 	$	[*]	 

 

			
	*	 	Confidential Portions Omitted and Filed Separately with the Commission.

 

 

Contract#: MH00-121-226

Project: Hhighland Fairview Corporate Park

Trade: General Contractor

EXHIBIT “E”

DRAWING LOG

SKECHERS DISTRIBUTION CENTER

29800 Eucalyptus Avenue, Rancho Belago, California 92555

	 	 	 	 	 	 	 

	ARCHITECTURAL

	A0.1

	 	Highland Fairview Corporate Park Title Sheet — ASI #2
	 	11/11/2008
	 	Delta 2
	A0.2

	 	Highland Fairview Corporate Park General Sheet
	 	5/21/2008	 	 
	A0.3.1

	 	Disability Access Notes
	 	5/21/2008	 	 
	A0.3.2

	 	Disability Access Notes
	 	5/21/2008	 	 
	A0.3.3

	 	Disability Access Notes
	 	5/21/2008	 	 
	A1.1

	 	Overall Site Plan
	 	5/21/2008	 	 
	A1.2

	 	Enlarged Site Plan
	 	5/21/2008	 	 
	A1.3

	 	Enlarged Site Plan
	 	5/21/2008	 	 
	A1.4

	 	Enlarged Site Plan
	 	12/4/2008
	 	Delta 4
	A1.5

	 	Enlarged Site Plan
	 	12/4/2008
	 	Delta 5
	A1.6

	 	Enlarged Site Plan
	 	12/4/2008
	 	Delta 6
	A1.7

	 	Pump House Plans
	 	5/21/2008	 	 
	A1.8

	 	Enlarged Site Plan
	 	12/4/2008
	 	Delta 4
	A2.1

	 	Overall Floor Plan
	 	5/21/2008	 	 
	A2.2

	 	Enlarged Floor Plan — ASI #4
	 	1 /28/2009
	 	Delta 6
	A2.3

	 	Enlarged Mezzanine Plan — ASI #2
	 	11/11/2008
	 	Delta 2
	A2.4

	 	Enlarged Floor Plan
	 	5/21/2008	 	 
	A2.5

	 	Enlarged Floor Plan
	 	5/21/2008	 	 
	A2.6

	 	Enlarged Floor Plan
	 	5/21/2008	 	 
	A2.7

	 	Enlarged Floor Plan — ASI #2
	 	11/11/2008
	 	Delta 3
	A2.8

	 	Enlarged Restroom Plan
	 	5/21/2008	 	 
	A2.9

	 	Enlarged Restroom Plan — ASI #4
	 	1/28/2009
	 	Delta 6
	A2.10

	 	Enlarged Stair Plan
	 	5/21/2008	 	 
	A2.11

	 	Reflected Ceiling Plan — ASI #4
	 	1/28/2009
	 	Delta 6
	A2.12

	 	Reflected Ceiling Plan — ASI #2
	 	11/11/2008
	 	Delta 2
	A2.13

	 	Reflected Ceiling Plan — ASI #4
	 	1 /28/2009
	 	Delta 6
	A2.14

	 	Floor Plan — ASI #2
	 	11/11/2008
	 	Delta 2
	A2.15

	 	Enlarged Floor Plan
	 	5/21/2008	 	 
	A2.16

	 	Enlarged Roof Plan
	 	5/21/2008	 	 
	A3.1

	 	Elevations
	 	5/21/2008	 	 
	A3.2

	 	Elevations
	 	5/21/2008	 	 
	A3.3

	 	Elevations
	 	5/21/2008	 	 
	A3.4

	 	Elevations
	 	5/21/2008	 	 
	A3.5

	 	Elevations — ASI #2
	 	11/11/2008
	 	Delta 2
	A4.1

	 	Wall Section
	 	5/21/2008	 	 
	A4.2

	 	Wall Section — ASI #2
	 	11/11/2008
	 	Delta 2
	A4.3

	 	Wall Section
	 	5/21/2008	 	 
	A4.4

	 	Wall Section
	 	5/21/2008	 	 
	A4.5

	 	Wall Section
	 	5/21/2008	 	 

 

 

Contract#:
MH00-121-226

Project: Hhighland Fairview Corporate Park

Trade: General Contractor

	 	 	 	 	 	 	 

	ARCHITECTURAL CONTINUATION

	A4.6

	 	Wall Section
	 	5/21/2008	 	 
	A4.7

	 	Wall Section
	 	5/21/2008	 	 
	A5.1

	 	Room Finish Schedule — ASI #2
	 	11/11/2008
	 	Delta 3
	A5.1A

	 	Door Hardware Schedule
	 	5/21/2008	 	 
	A5.2

	 	Door Schedule
	 	11/11/2008
	 	Delta 2
	A5.3

	 	Room Finish Legend — ASI #2
	 	11/11/2008
	 	Delta 2
	A5.4

	 	First Floor Office Finish Plan — ASI #2
	 	11/11/2008
	 	Delta 2
	A5.5

	 	Mezzanine Finish Plan — ASI #2
	 	11/11/2008
	 	Delta 2
	A5.6

	 	Finish Plan @ Warehouse
	 	5/21/2008	 	 
	A6.1

	 	Interior Elevations — ASI #2
	 	11/11/2008
	 	Delta 2
	A6.2

	 	Interior Elevations — ASI #3
	 	11/11/2008
	 	Delta 3
	A6.3

	 	Interior Elevations — ASI #4
	 	11/11/2008
	 	Delta 4
	A6.4

	 	Interior Elevations
	 	5/21/2008	 	 
	A6.5

	 	Interior Elevations
	 	5/21/2008	 	 
	A6.6

	 	Interior Elevations — ASI #2
	 	11/11/2008
	 	Delta 2
	A6.7

	 	Not Used	 	 	 	 
	A6.8

	 	Interior Elevations
	 	5/21/2008	 	 
	A6.9

	 	Interior Elevations
	 	5/21/2008	 	 
	A6.10

	 	Interior Elevations
	 	5/21/2008	 	 
	AD.1

	 	Details
	 	5/21/2008	 	 
	AD.1A

	 	Site Details for ADA Access
	 	12/4/2009
	 	Delta 4
	AD.2

	 	Details
	 	5/21/2008	 	 
	AD.3

	 	Details — ASI #1
	 	9/15/2008
	 	Delta 1
	AD.3A

	 	Details — ASI #3
	 	12/30/2008
	 	Delta 5
	AD.4

	 	Details
	 	5/21/2008	 	 
	AD.5

	 	Details
	 	5/21/2008	 	 
	AD.6

	 	Details
	 	5/21/2008	 	 
	AD.7

	 	Details
	 	5/21/2008	 	 
	AD.8

	 	Details
	 	5/21/2008	 	 
	AD.9

	 	Details
	 	5/21/2008	 	 
	AD.10

	 	Details — ASI #2
	 	11/11/2008
	 	Delta 2
	AD.11

	 	Details — ASI #2
	 	11/11/2008
	 	Delta 2
	EGRESS PLAN 

	T01

	 	Title Layout Egress Plan West Section
	 	12/10/2008
	 	Rev. 05
	T02

	 	Title Layout Egress Plan Center Section Mezzanine Level
	 	12/10/2008
	 	Rev. 05
	T03

	 	Title Layout Egress Plan Center Section Floor Level
	 	12/10/2008
	 	Rev. 05
	T04

	 	Title Layout Egress Plan East Section
	 	12/10/2008
	 	Rev. 05
	 

	 	Floor Level Restrooms / Mezzanine Level Restrooms
	 	12/10/2008	 	 
	STRUCTURAL

	S1

	 	Foundation Plan — ASI #4
	 	1/28/2009
	 	(Delta 6)
	S2

	 	Foundation Plan — ASI #4
	 	1/28/2009
	 	(Delta 6)
	S3

	 	Foundation Plan — ASI #4
	 	1/28/2009
	 	(Delta 6)
	S4

	 	Partial Enlarged Foundation Plan — ASI #4
	 	1/28/2009
	 	(Delta 6)
	S5

	 	Partial Enlarged Foundation Plan
	 	7/25/2008	 	 
	S6

	 	Partial Enlarged Foundation Plan
	 	7/25/2008	 	 

 

 

Contract#:
MH00-121-226

Project: Hhighland Fairview Corporate Park

Trade: General Contractor

	 	 	 	 	 	 	 

	STRUCTURAL
CONTINUATION

	S7

	 	Partial Enlarged Foundation Plan — ASI #2
	 	11/11/2008
	 	Delta 2
	S8

	 	Mezzanine Floor Framing Plan — ASI #2
	 	11/11/2008
	 	Delta 3
	S9

	 	Partial Roof Framing Plan — ASI #4
	 	1/28/2009
	 	Delta 6
	S10

	 	Partial Roof Framing Plan — ASI #4
	 	1/28/2009
	 	Delta 6
	S11

	 	Partial Roof Framing Plan — ASI #4
	 	1/28/2009
	 	Delta 6
	S12

	 	Roof Information
	 	7/25/2008	 	 
	S13

	 	Partial Enlarged Roof Framing Plan — ASI #4
	 	1 /28/2009
	 	Delta 6
	S14

	 	Partial Enlarged Roof Framing Plan — ASI #1
	 	9/15/2008
	 	Delta 1
	S15

	 	Partial Enlarged Roof Framing Plan — ASI #4
	 	1/28/2009
	 	Delta 6
	S15A

	 	Curtain Wall Framing Plan
	 	7/25/2008	 	 
	S16

	 	Partial Enlarged Roof Framing Plan — ASI #2
	 	11/11/2008
	 	Delta 2
	S17

	 	Panel Elevation — ASI #1
	 	9/15/2008
	 	Delta 1
	S18

	 	Panel Elevation — ASI #1
	 	9/16/2008
	 	Delta 1
	S19

	 	Panel Elevation — ASI #1
	 	9/17/2008
	 	Delta 1
	S20

	 	Panel Elevation — ASI #2
	 	11/11/2008
	 	Delta 3
	S21

	 	Panel Elevation — ASI #1
	 	9/15/2008
	 	Delta 1
	S22

	 	Panel Elevation — ASI #1
	 	9/15/2008
	 	Delta 1
	S23

	 	Panel Elevation — ASI #1
	 	9/15/2008
	 	Delta 1
	S24

	 	Panel Elevation — ASI #1
	 	9/15/2008
	 	Delta 1
	S25

	 	Panel Elevation — ASI #1
	 	9/15/2008
	 	Delta 1
	S26

	 	Panel Elevation — ASI #1
	 	9/15/2008
	 	Delta 1
	S27

	 	Panel Elevation — ASI #2
	 	11/11/2008
	 	Delta 2
	S28

	 	Panel Elevation — ASI #2
	 	11/11/2008
	 	Delta 2
	S29

	 	Panel Elevation — ASI #1
	 	9/15/2008
	 	Delta 1
	S30

	 	Panel Elevation — ASI #1
	 	9/15/2008
	 	Delta 1
	S31

	 	Panel Elevation — ASI #1
	 	9/15/2008
	 	Delta 1
	S32

	 	Panel Elevation — ASI #1
	 	9/15/2008
	 	Delta 1
	S33

	 	Panel Elevation — ASI #1
	 	9/15/2008
	 	Delta 1
	S34

	 	Panel Elevation — ASI #1
	 	9/15/2008
	 	Delta 1
	S35

	 	Panel Elevation — ASI #1
	 	9/15/2008
	 	Delta 1
	S36

	 	Panel Elevation — ASI #1
	 	9/15/2008
	 	Delta 1
	S37

	 	Panel Elevation — ASI #1
	 	9/15/2008
	 	Delta 1
	S38

	 	Panel Elevation — ASI #1
	 	9/15/2008
	 	Delta 1
	S39

	 	Panel Elevation
	 	7/25/2008	 	 
	S40

	 	Panel Elevation — ASI #2
	 	11/11/2008
	 	Delta 2
	S41

	 	Panel Elevation — ASI #2
	 	11/11/2008
	 	Delta 2
	SD1

	 	General Notes
	 	7/25/2008	 	 
	SD1A

	 	Special Inspections
	 	7/25/2008	 	 
	SD2

	 	Construction Details — ASI #2
	 	11/11/2008
	 	Delta 2
	SD3

	 	Construction Details
	 	7/25/2008	 	 
	SD4

	 	Construction Details
	 	7/25/2008	 	 
	SD5

	 	Construction Details — ASI #1
	 	9/15/2008
	 	Delta 1
	SD6

	 	Construction Details
	 	7/25/2008	 	 
	SD7

	 	Construction Details — ASI #2
	 	11/11/2008
	 	Detail 2
	SD8

	 	Construction Details — ASI #4
	 	1 /28/2009
	 	Detail 6

 

 

Contract#:
MH00-121-226

Project: Hhighland Fairview Corporate Park

Trade: General Contractor

	 	 	 	 	 	 	 

	STRUCTURAL CONTINUATION

	SD9

	 	Construction Details
	 	7/25/2008	 	 
	SD10

	 	Construction Details — ASI #1
	 	9/15/2008
	 	Delta 1
	SD11

	 	Construction Details — ASI #1
	 	9/15/2008
	 	Delta 1
	SD12

	 	Construction Details — ASI #2
	 	11/11/2008
	 	Detail 2
	SD13

	 	Construction Details — ASI #2
	 	11/11/2008
	 	Detail 2
	SD14

	 	Construction Details — ASI #2
	 	11/11/2008
	 	Detail 2
	SD15

	 	Construction Details — ASI #1
	 	9/15/2008
	 	Delta 1
	SD16

	 	Construction Details — ASI #1
	 	9/15/2008
	 	Delta 1
	SD17

	 	Construction Details — ASI #2
	 	11/11/2008
	 	Detail 2
	SD18

	 	Construction Details — ASI #2
	 	11/11/2008
	 	Detail 2
	SD19

	 	Construction Details
	 	7/25/2008	 	 
	SD20

	 	Construction Details — ASI #1
	 	9/15/2008
	 	Delta 1
	SD21

	 	Construction Details
	 	7/25/2008	 	 
	SD22

	 	Construction Details — ASI #1
	 	9/15/2008
	 	Delta 1
	SD23

	 	Construction Details — ASI #2
	 	11/11/2008
	 	Delta 2
	SD24

	 	Construction Details — ASI #3
	 	12/30/2008
	 	Delta 5
	SPH1

	 	Construction Details
	 	7/25/2008	 	 
	SPH2

	 	Construction Details
	 	7/25/2008	 	 
	SPH3

	 	General Notes
	 	7/25/2008	 	 
	MECHANICAL

	M-0.0

	 	Title Sheet
	 	11/14/2008	 	 
	M-0.1

	 	Title 24
	 	11/14/2008	 	 
	M-1

	 	Schedules & Notes
	 	11/14/2008
	 	Delta 2
	M-1.1

	 	Schedules — ASI #4
	 	1/21/2009
	 	Delta 6
	M-2

	 	Partial Roof Plan
	 	11/14/2008
	 	Delta 2
	M-3

	 	Partial Roof Plan
	 	11/14/2008
	 	Delta 2
	M-4

	 	Partial Floor Plan — ASI #4
	 	1/21/2009
	 	Delta 6
	M-5

	 	Mezzanine Floor Plan — ASI #2
	 	11/13/2008
	 	Delta 3
	M-6

	 	Partial Floor Plan — ASI #4
	 	1/21/2009
	 	Delta 6
	M-7

	 	Partial Roof Plan
	 	11/14/2008
	 	Delta 2
	M-8

	 	Partial Roof Plan -ASI #4
	 	1/21/2009
	 	Delta 6
	M-9

	 	Details
	 	11/14/2008
	 	Delta 2
	M-10

	 	Controls — ASI #4
	 	1/21/2009
	 	Delta 6
	PLUMBING

	P-1

	 	Specifications & Calculations — ASI #4
	 	1/28/2009
	 	Delta 6
	P-2

	 	Overall Site Plan ASI #4
	 	1/28/2009
	 	Delta 6
	P-2.1

	 	Partial Site Plan — ASI #4
	 	1/28/2009
	 	Delta 6
	P-2.2

	 	Partial Site Plan — ASI #4
	 	1/28/2009
	 	Delta 6
	P-3

	 	Partial Floor, Roof Plan — ASI #4
	 	1/28/2009
	 	Delta 6
	P-4

	 	Partial Floor, Roof Plan — ASI #4
	 	1/28/2009
	 	Delta 6
	P-5

	 	Partial Floor, Roof Plan
	 	11/14/2008
	 	Delta 2
	P-6

	 	Restroom Details ASI #4
	 	1/28/2009
	 	Delta 6
	P-7

	 	Restroom Details
	 	11/11/2008
	 	Delta 2
	P-8

	 	Restroom Details
	 	11/11/2008
	 	Delta 2
	P-9

	 	Restroom Details
	 	11/11/2008
	 	Delta 2

 

 

Contract#: MH00-121-226

Project: Hhighland Fairview Corporate Park

Trade: General Contractor

	 	 	 	 	 	 	 
	PLUMBING CONTINUATION 

	P-10

	 	Restroom Details
	 	11/11/2008
	 	Delta 2
	P-11

	 	Restroom Details
	 	11/11/2008
	 	Delta 2
	P-12

	 	Restroom Details
	 	11/11/2008
	 	Delta 2
	P-13

	 	Restroom Details
	 	11/11/2008
	 	Delta 2
	P-14

	 	Restroom Details
	 	11/11/2008
	 	Delta 2
	P-15

	 	Waste & Vent Isometrics
	 	11/11/208
	 	Delta 2
	P-16

	 	Hot & Cold Water Isometrics
	 	11/11/208
	 	Delta 2
	P-17

	 	Plumbing Details — ASI #4
	 	1/28/2009
	 	Delta 6
	ELECTRICAL 

	EO.1

	 	Specifications, Symbols & Abbreviations
	 	11/14/2008	 	 
	EO.2

	 	Outdoor Title 24 — ASI #4
	 	1/28/2009
	 	Delta 6
	EO.3

	 	Indoor Title 24 — ASI #4
	 	1/28/2009
	 	Delta 6
	E1.1A

	 	Partial Site Electrical Plan — ASI #4
	 	1/28/2009
	 	Delta 6
	E1.1B

	 	Partial Site Electrical Plan — ASI #4
	 	1/28/2009
	 	Delta 6
	E1.2A

	 	Partial Site Lighting Plan
	 	11/14/2008	 	 
	E1.2B

	 	Partial Site Lighting Plan
	 	11/14/2008	 	 
	E1.2C

	 	Partial Site Photometric Plan
	 	11/14/2008	 	 
	E1.2D

	 	Partial Site Photometric Plan
	 	11/14/2008	 	 
	E2.1

	 	Single Line Diagram — ASI #2
	 	11/11/2008
	 	Delta 2
	E2.2

	 	Single Line Diagram — ASI #4
	 	1/28/2009
	 	Delta 6
	E2.3

	 	Single Line Diagram — ASI #4
	 	1/28/2009
	 	Delta 6
	E2.4

	 	Single Line Diagram — ASI #2
	 	11/11/2008
	 	Delta 2
	E2.5

	 	Single Line Diagram — ASI #4
	 	1/28/2009
	 	Delta 6
	E2.6

	 	Single Line Diagram — ASI #2
	 	11/11/2008
	 	Delta 2
	E2.7

	 	Single Line Diagram — ASI #4
	 	1/28/2009
	 	Delta 6
	E3.1

	 	Warehouse Electrical Plan — ASI #4
	 	1/28/2009
	 	Delta 6
	E3.2

	 	Warehouse Underground Conduit Plan
	 	11/14/2008	 	 
	E3.3

	 	Partial Warehouse Lighting Plan — ASI #2
	 	11/11/2008
	 	Delta 2
	E3.4

	 	Partial Warehouse Lighting Plan — ASI #2
	 	11/11/2008
	 	Delta 2
	E3.5

	 	Partial Warehouse Lighting Plan — ASI #2
	 	11/11/2008
	 	Delta 2
	E3.6

	 	Partial Warehouse Lighting Plan — ASI #2
	 	11/11/2008
	 	Delta 2
	E3.7

	 	Partial Warehouse Lighting Plan — ASI #2
	 	11/11/2008
	 	Delta 2
	E3.8

	 	Partial Warehouse Lighting Plan — ASI #2
	 	11/11/2008
	 	Delta 2
	E4

	 	Warehouse Electrical Roof Plan
	 	11/14/2008	 	 
	E5.1

	 	Enlarged Main Office Ground Floor Lighting Plan — ASI #4
	 	1/28/2009
	 	Delta 6
	E5.2

	 	Enlarged Main Office Second Floor Lighting Plan — ASI #2
	 	11/11/2008
	 	Delta 2
	E5.3

	 	Enlarged Warehouse Office Lighting Plan — ASI #4
	 	1/28/2009
	 	Delta 6
	E6.1

	 	Enlarged Main Office Ground Floor Plan — ASI #2
	 	11/11/2008
	 	Delta 2
	E6.2

	 	Enlarged Main Office Second Floor Plan — ASI #2
	 	11/11/2008
	 	Delta 2
	E6.3

	 	Enlarged Main Office Roof Plan — ASI #2
	 	11/11/2008
	 	Delta 2
	E6.4

	 	Enlarged Warehouse Office Power Plan — ASI #4
	 	1/28/2009
	 	Delta 6
	E6.5

	 	Enlarged Dock Door Power Plans — ASI #2
	 	11/11/2008
	 	Delta 2
	E7

	 	Details — ASI #2
	 	11/11/2008
	 	Delta 2
	E8.1

	 	Wiring Diagram — ASI #2
	 	11/11/2008
	 	Delta 2
	E8.2

	 	Wiring Diagram & Fixture Schedule — ASI #2
	 	11/11/2008
	 	Delta 2

 

 

Contract#: MH00-121-226

Project: Hhighland Fairview Corporate Park

Trade: General Contractor

	 	 	 	 	 	 	 
	ELECTRICAL CONTINUED 

	E8.3

	 	Wiring Diagrams — ASI #2
	 	11/11/2008
	 	Delta 2
	E8.4

	 	Wiring Diagrams — ASI #2
	 	11/11/2008
	 	Delta 2
	E9

	 	Schedules — ASI #4
	 	1/28/2009
	 	Delta 6
	E10

	 	Schedules — ASI #4
	 	1/28/2009
	 	Delta 6
	E11

	 	Schedules — ASI #4
	 	1/28/2009
	 	Delta 6
	E12

	 	Schedules — ASI #4
	 	1/28/2009
	 	Delta 6
	E13

	 	Schedules — ASI #4
	 	1/28/2009
	 	Delta 6
	E14

	 	Schedules — ASI #4
	 	1/28/2009
	 	Delta 6
	EFP1

	 	Fire Pump House Plan
	 	11/14/2008	 	 
	FIRE PROTECTION PARCEL 1 / SKECHERS 

	HFCP

	 	Cover Page	 	 	 	 
	FP 1

	 	Underground Fire Master Plan
	 	7/29/2008	 	 
	FP 2

	 	Enlarged Underground Fire Piping Part I
	 	7/29/2008	 	 
	FP 3

	 	Enlarged Underground Fire Piping Part II
	 	7/29/2008	 	 
	FP 4

	 	Underground Fire Notes / Details
	 	7/29/2008	 	 
	FP 5

	 	Diesel Fire Pump Plans & Details
	 	7/29/2008	 	 
	FP 6

	 	Overhead Master Plan Area “A” (reference only)
	 	7/29/2008	 	 
	FP 7

	 	Overhead Master Plan Area “B” (reference only)
	 	7/29/2008	 	 
	FP 8

	 	Overhead Master Plan Area “C” (reference only)
	 	7/29/2008	 	 
	FP 9

	 	System 1 — 4 Overhead Piping Plan
	 	2/12/2009	 	 
	FP 10

	 	System 5 — 9 Overhead Piping Plan
	 	2/12/2009	 	 
	FP 11

	 	System 10 — 14 Overhead Piping Plan
	 	2/12/2009	 	 
	FP 12

	 	System 15 — 19 Overhead Piping Plan
	 	2/12/2009	 	 
	FP 13

	 	System 20 — 24 Overhead Piping Plan
	 	2/12/2009	 	 
	FP 14

	 	System 25 — 29 Overhead Piping Plan
	 	2/12/2009	 	 
	FP 15

	 	System 30 — 34 Overhead Piping Plan
	 	2/12/2009	 	 
	FP 16

	 	System 35 — 39 Overhead Piping Plan
	 	2/12/2009	 	 
	FP 17

	 	System 40 — 44 Overhead Piping Plan
	 	2/12/2009	 	 
	FP 18

	 	System 45 — 48 Overhead Piping Plan
	 	2/12/2009	 	 
	FP 19

	 	Building Section & Maximum Storage Heights
	 	2/12/2009	 	 
	FP 20

	 	Overhead Sprinkler Layout Notes
	 	2/12/2009	 	 
	FP 21

	 	1st Floor Room Coverage Plan
	 	2/12/2009	 	 
	FP 22

	 	Mezzanine Piping Plan & Details
	 	2/12/2009	 	 
	FP 23

	 	2 Second Floor Room Coverage Plan
	 	2/12/2009	 	 
	FP 24

	 	2 Second Floor Piping Enlarged
	 	2/12/2009	 	 
	FP 25

	 	Warehouse Office Room Coverage Plans & Piping Enlargements
	 	2/12/2009	 	 
	SR-60 CONSTRUCTION STAGING PLAN 

	SC 1

	 	Stage Construction
	 	4/9/2010	 	 
	TH 01

	 	Traffic Handling / Construction area Sign Plan
	 	4/9/2010	 	 
	TH 02

	 	Traffic Handling / Construction area Sign Plan
	 	4/9/2010	 	 
	TH 03

	 	Traffic Handling / Construction area Sign Plan
	 	4/9/2010	 	 

 

 

Contract#: MH00-121-226

Project: Hhighland Fairview Corporate Park

Trade: General Contractor

	 	 	 	 	 	 	 
	REDLANDS BLVD. TRAFFIC CONTROL PLAN

	TCP 1

	 	Traffic Control Plan — Title Sheet
	 	2/18/2009	 	 
	TCP 2

	 	Traffic Control Plan — Phase I & II
	 	2/18/2009	 	 
	TCP 3

	 	Traffic Control Plan — Phase I
	 	2/18/2009	 	 
	TCP 4

	 	Traffic Control Plan — Phase II
	 	2/18/2009	 	 
	TCP 5

	 	Traffic Control Plan — Phase I
	 	2/18/2009	 	 
	TCP 6

	 	Traffic Control Plan — Phase II
	 	2/18/2009	 	 
	ROUGH GRADING 

	RGP 1

	 	Rough Grading Plan — Title Sheet
	 	4/9/2010	 	 
	RGP 2

	 	Rough Grading Plan — Detail Sheet
	 	4/9/2010	 	 
	RGP 3

	 	Rough Grading Plan — Detail Sheet
	 	4/9/2010	 	 
	RGP 4

	 	Rough Grading Plan — Detail Sheet
	 	4/9/2010	 	 
	RGP 5

	 	Rough Grading Plan — Storm Drain Profiles
	 	4/9/2010	 	 
	RGP 6

	 	Rough Grading Plan
	 	4/9/2010	 	 
	RGP 7

	 	Rough Grading Plan
	 	4/9/2010	 	 
	RGP 8

	 	Rough Grading Plan
	 	4/9/2010	 	 
	RGP 9

	 	Rough Grading Plan
	 	4/9/2010	 	 
	RGP 10

	 	Rough Grading Plan
	 	4/9/2010	 	 
	RGP 11

	 	Rough Grading Plan
	 	4/9/2010	 	 
	RGP 12

	 	Rough Grading Plan
	 	4/9/2010	 	 
	RGP 13

	 	Rough Grading Plan
	 	4/9/2010	 	 
	RGP 14

	 	Rough Grading Plan
	 	4/9/2010	 	 
	RGP 15

	 	Rough Grading Plan — Erosion Control
	 	4/9/2010	 	 
	RGP 16

	 	Rough Grading Plan — Erosion Control
	 	4/9/2010	 	 
	RGP 17

	 	Rough Grading Plan — Noise Reduction Compliance Plan
	 	4/9/2010	 	 
	RGP 18

	 	Rough Grading Plan — Conditions of Approval
	 	4/9/2010	 	 
	RGP 19

	 	Rough Grading Plan — Conditions of Approval
	 	4/9/2010	 	 
	PRECISE GRADING 

	PG 1

	 	Precise Grading — Title Sheet
	 	4/12/2010	 	 
	PG 2

	 	Precise Grading — Detail Sheet
	 	4/12/2010	 	 
	PG 3

	 	Precise Grading — Detail Sheet
	 	4/12/2010	 	 
	PG 4

	 	Precise Grading Plan
	 	4/12/2010	 	 
	PG 5

	 	Precise Grading Plan
	 	4/12/2010	 	 
	PG 6

	 	Precise Grading Plan
	 	4/12/2010	 	 
	PG 7

	 	Precise Grading Plan
	 	4/12/2010	 	 
	PG 8

	 	Precise Grading Plan
	 	4/12/2010	 	 
	PG 9

	 	Precise Grading Plan
	 	4/12/2010	 	 
	PG 10

	 	Precise Grading Plan
	 	4/12/2010	 	 
	PG 11

	 	Precise Grading Plan
	 	4/12/2010	 	 
	PG 12

	 	Precise Grading Plan
	 	4/12/2010	 	 
	PG 13

	 	Precise Grading Plan
	 	4/12/2010	 	 
	PG 14

	 	Precise Grading Plan
	 	4/12/2010	 	 
	PG 15

	 	Precise Grading Plan
	 	4/12/2010	 	 
	PG 16

	 	Precise Grading Plan
	 	4/12/2010	 	 
	PG 17

	 	Erosion Control Plan
	 	4/12/2010	 	 
	PG 18

	 	Erosion Control Plan
	 	4/12/2010	 	 

 

 

Contract#: MH00-121-226

Project: Hhighland Fairview Corporate Park

Trade: General Contractor

	 	 	 	 	 	 	 
	PRECISE GRADING CONTINUED

	PG 19

	 	Erosion Control Plan
	 	4/12/2010	 	 
	PG 20

	 	Erosion Control Plan
	 	4/12/2010	 	 
	PG 21

	 	Erosion Control Plan
	 	4/12/2010	 	 
	PG 22

	 	Erosion Control Plan
	 	4/12/2010	 	 
	PG 23

	 	Conditions of Approval
	 	4/12/2010	 	 
	PG 24

	 	Conditions of Approval
	 	4/12/2010	 	 
	ENCROACHMENT PERMIT PLAN — ROUGH GRADING 

	EPP 1

	 	Encroachment Permit Plan — Title Sheet
	 	4/9/2010	 	 
	EPP 2

	 	Encroachment Permit Plan — Rough Grading Sheet
	 	4/9/2010	 	 
	EPP 3

	 	Encroachment Permit Plan — Rough Grading Sheet
	 	4/9/2010	 	 
	EPP 4

	 	Encroachment Permit Plan — Rough Grading Sheet
	 	4/9/2010	 	 
	EPP 5

	 	Encroachment Permit Plan — Rough Grading Sheet
	 	4/9/2010	 	 
	ROUGH GRADING — REDLANDS SEWER 

	RGP 1

	 	Rough grading Plan — Redlands Sewer — Title Sheet
	 	4/9/2010	 	 
	RGP 2

	 	Rough grading Plan — Redlands Sewer — Drainage
	 	4/9/2010	 	 
	RGP 3

	 	Rough grading Plan — Redlands Sewer — Drainage
	 	4/9/2010	 	 
	RGP 4

	 	Rough grading Plan — Redlands Sewer — Drainage
	 	4/9/2010	 	 
	RGP 5

	 	Rough grading Plan — Redlands Sewer — Erosion Control
	 	4/9/2010	 	 
	RGP 6

	 	Rough grading Plan — Redlands Sewer — Condtions of Aproval
	 	4/9/2010	 	 
	RGP 7

	 	Rough grading Plan — Redlands Sewer — Condtions of Aproval
	 	4/9/2010	 	 
	RGP 8

	 	Rough grading Plan — Redlands Sewer — Condtions of Aproval
	 	4/9/2010	 	 
	RGP 9

	 	Rough grading Plan — Redlands Sewer — Condtions of Aproval
	 	4/9/2010	 	 
	RGP 10

	 	Rough grading Plan — Redlands Sewer — Condtions of Aproval
	 	4/9/2010	 	 
	RGP 11

	 	Rough grading Plan — Redlands Sewer — Condtions of Aproval
	 	4/9/2010	 	 
	RGP 12

	 	Rough grading Plan — Redlands Sewer — Condtions of Aproval
	 	4/9/2010	 	 
	RGP 13

	 	Rough grading Plan — Redlands Sewer — Condtions of Aproval
	 	4/9/2010	 	 
	CALTRANS EROSION CONTROL PLAN 

	EC 5

	 	EROSION CONTROL WPCD
	 	2/18/2009	 	 
	TEMPORARY STORM DRAIN SYSTEM PHASE 1 

	TDD 1

	 	Phase 1 Temporary Drainage Ditch
	 	2/18/2009	 	 
	GRADING CROSS SECTIONS 

	GCS 1

	 	Grading Cross Sections
	 	2/18/2009	 	 
	GCS 2

	 	Grading Cross Sections
	 	2/18/2009	 	 
	SITE FIRE ACCESS PLAN 

	FPS 1

	 	Site Fire Access Plan (During Construction)
	 	7/29/2008	 	 
	FPS 2

	 	Site Fire Access Plan (Job Completion)
	 	7/29/2008	 	 
	PARCEL 1 WALL & FENCE — TILT-UP WALL

	LCS-0

	 	HFCP — Parcel 1 — Wall
& Fence — Cover Sheet
	 	3/30/2010	 	 
	LR-01

	 	HFCP — Parcel 1 — Wall & Fence — Reference Plan
	 	3/30/2010	 	 
	LW-01

	 	HFCP — Parcel 1 — Wall & Fence — Plan
	 	3/30/2010	 	 
	LW-02

	 	HFCP — Parcel 1 — Wall & Fence — Plan
	 	3/30/2010	 	 
	LW-03

	 	HFCP — Parcel 1 — Wall & Fence — Plan
	 	3/30/2010	 	 
	LW-04

	 	HFCP — Parcel 1 — Wall & Fence — Plan
	 	3/30/2010	 	 
	LW-05

	 	HFCP — Parcel 1 — Wall & Fence — Plan
	 	3/30/2010	 	 
	LW-06

	 	HFCP — Parcel 1 — Wall & Fence — Plan
	 	3/30/2010	 	 
	LW-07

	 	HFCP — Parcel 1 — Wall & Fence — Plan
	 	3/30/2010	 	 

 

 

Contract#: MH00-121-226

Project: Hhighland Fairview Corporate Park

Trade: General Contractor

	 	 	 	 	 	 	 
	PARCEL 1 WALL
& FENCE — TILT-UP WALL CONTINUED 

	LW-08

	 	HFCP — Parcel 1 - Wall & Fence — Plan
	 	3/30/2010	 	 
	LW-09

	 	HFCP — Parcel 1 - Wall & Fence — Plan
	 	3/30/2010	 	 
	LW-10

	 	HFCP — Parcel 1 - Wall & Fence — Plan
	 	3/30/2010	 	 
	LW-11

	 	HFCP — Parcel 1 - Wall & Fence — Plan
	 	3/30/2010	 	 
	LW-12

	 	HFCP — Parcel 1 - Wall & Fence — Plan
	 	3/30/2010	 	 
	LWD-01

	 	HFCP — Parcel 1 - Wall & Fence — Construction Notes
	 	3/30/2010	 	 
	LWD-02

	 	HFCP — Parcel 1 - Wall & Fence — Tilt-Up Wall Elevations
	 	3/30/2010	 	 
	LWD-03

	 	HFCP — Parcel 1 - Wall & Fence — Tilt-Up Wall Elevations
	 	3/30/2010	 	 
	LWD-04

	 	HFCP — Parcel 1 - Wall & Fence — Tilt-Up Wall Elevations
	 	3/30/2010	 	 
	LWD-05

	 	HFCP — Parcel 1 - Wall & Fence — Tilt-Up Wall Elevations
	 	3/30/2010	 	 
	LWD-06

	 	HFCP — Parcel 1 - Wall & Fence — Tilt-Up Wall Elevations
	 	3/30/2010	 	 
	LWD-07

	 	HFCP — Parcel 1 - Wall & Fence — Tilt-Up Wall Elevations
	 	3/30/2010	 	 
	LWD-08

	 	HFCP — Parcel 1 - Wall & Fence — Tilt-Up Wall Elevations
	 	3/30/2010	 	 
	LWD-09

	 	HFCP — Parcel 1 - Wall & Fence — Tilt-Up Wall Elevations
	 	3/30/2010	 	 
	LWD-10

	 	HFCP — Parcel 1 - Wall & Fence — Tilt-Up Wall Elevations
	 	3/30/2010	 	 
	LWD-11

	 	HFCP — Parcel 1 - Wall & Fence — Tilt-Up Wall Elevations
	 	3/30/2010	 	 
	LWD-12

	 	HFCP — Parcel 1 - Wall & Fence — Tilt-Up Wall Elevations
	 	3/30/2010	 	 
	LWD-13

	 	HFCP — Parcel 1 - Wall & Fence — Construction Details
	 	2/18/2009	 	 
	LWD-14

	 	HFCP — Parcel 1 - Wall & Fence — Construction Details
	 	3/30/2010	 	 
	LWD-15

	 	HFCP — Parcel 1 - Wall & Fence — Construction Details
	 	3/30/2010	 	 
	LWD-16

	 	HFCP — Parcel 1 - Wall & Fence — Construction Details
	 	3/30/2010	 	 
	LWD-17

	 	HFCP — Parcel 1 - Wall & Fence — Construction Details
	 	3/30/2010	 	 
	LWD-18

	 	HFCP — Parcel 1 - Wall & Fence — Construction Details
	 	3/30/2010	 	 
	LWD-19

	 	HFCP — Parcel 1 - Wall & Fence — Construction Details
	 	3/30/2010	 	 
	LWD-20

	 	HFCP — Parcel 1 - Wall & Fence — Construction Details
	 	3/30/2010	 	 
	LWN-01

	 	HFCP — Parcel 1 - Wall & Fence — Construction Specifications
	 	3/30/2010	 	 
	LINE “F” STORM DRAIN SYSTEM 

	SHT 1

	 	Moreno MDP Line  — F — Title Sheet
	 	4/9/2010	 	 
	SHT 2

	 	Moreno MDP Line  — F — Notes & Details
	 	4/9/2010	 	 
	SHT 3

	 	Moreno MDP Line  — F — Station 95+20 to 97+00
	 	4/9/2010	 	 
	SHT 4

	 	Moreno MDP Line  — F — Station 97+-00 to 103+00
	 	4/9/2010	 	 
	SHT 5

	 	Moreno MDP Line  — F — Station 103+00 to 110+00
	 	4/9/2010	 	 
	SHT 6

	 	Moreno MDP Line  — F — Station 110+00 to 118+05
	 	4/9/2010	 	 
	SHT 7

	 	Moreno MDP Line  — F — Station 118+05 to 122+56.73
	 	4/9/2010	 	 
	SHT 8

	 	Moreno MDP Line  — F — Station 122+56.73 to 124+42.37
	 	4/9/2010	 	 
	SHT 9

	 	Moreno MDP Line — F — Lat F-2 10+00 to 11+49.18
	 	4/9/2010	 	 
	SHT 10

	 	Moreno MDP Line  — F — Lat F-2-A 10+00 to 11+41.56
	 	4/9/2010	 	 
	SHT 11

	 	Moreno MDP Line  — F — Lat D-5 10+00 to 11+52.91
	 	4/9/2010	 	 
	SHT 12

	 	Moreno MDP Line — F — Lat D-6 10+00 to 14+68.98
	 	4/9/2010	 	 
	SHT 13

	 	Moreno MDP Line — F —
Lat F-8 0+25.13 to 8+00
	 	4/9/2010	 	 
	SHT 14

	 	Moreno MDP Line — F — Lat F-8 8+00 to 16+00
	 	4/9/2010	 	 
	SHT 15

	 	Moreno MDP Line — F — Lat F-8 16+00 to 24+00
	 	4/9/2010	 	 
	SHT 16

	 	Moreno MDP Line — F — Lat F-8 24+00 to 31+50
	 	4/9/2010	 	 
	SHT 17

	 	Moreno MDP Line  — F — Lat F-8 10+00 to 12+00.25
	 	4/9/2010	 	 

 

 

Contract#: MH00-121-226

Project: Hhighland Fairview Corporate Park

Trade: General Contractor

	 	 	 	 	 	 	 
	 

	 	LINE “F” STORM DRAIN SYSTEM CONTINUED	 	4/9/2010	 	 
	SHT 18

	 	Moreno MDP Line — F — Lat F-9 11+02.55 to 18+00
	 	4/9/2010	 	 
	SHT 19

	 	Moreno MDP Line — F — Lat F-9 18+00 to 25+65.60
	 	4/9/2010	 	 
	SHT 20

	 	Moreno MDP Line — F — Profiles
	 	4/9/2010	 	 
	SHT 21

	 	Moreno MDP Line — F — Profiles
	 	4/9/2010	 	 
	SHT 22

	 	Moreno MDP Line — F — Profiles
	 	4/9/2010	 	 
	SHT 23

	 	Moreno MDP Line — F — Outlet, Access Raod & Basin
	 	4/9/2010	 	 
	SHT 24

	 	Moreno MDP Line — F — General Notes & typ Details
	 	4/9/2010	 	 
	SHT 25

	 	Moreno MDP Line — F — Typ Details
	 	4/9/2010	 	 
	SHT 26

	 	Moreno MDP Line — F — Lateral & Sections
	 	4/9/2010	 	 
	SHT 27

	 	Moreno MDP Line — F — Lateral
	 	4/9/2010	 	 
	SHT 28

	 	Moreno MDP Line — F Access Opening Sections & typ Details
	 	4/9/2010	 	 
	SHT 29

	 	Moreno MDP Line — F — typ Sections & Details
	 	4/9/2010	 	 
	REDLANDS SANITARY SEWER 

	SWP 1

	 	Redlands Blvd Sanitary Sewer Plan — Title Sheet
	 	4/9/2010	 	 
	SWP 2

	 	Redlands Blvd Sanitary Sewer Plan — Index & Legends
	 	4/9/2010	 	 
	SWP 3

	 	Redlands Blvd Sanitary Sewer Plan & Profile
	 	4/9/2010	 	 
	SWP 4

	 	Redlands Blvd Sanitary Sewer Plan & Profile
	 	4/9/2010	 	 
	SWP 5

	 	Redlands Blvd Sanitary Sewer Plan & Profile
	 	4/9/2010	 	 
	SWP 6

	 	Redlands Blvd Sanitary Sewer Plan & Profile
	 	4/9/2010	 	 
	SWP 7

	 	Redlands Blvd Sanitary Sewer Plan & Profile
	 	4/9/2010	 	 
	SWP 8

	 	Redlands Blvd Sanitary Sewer Plan & Profile
	 	4/9/2010	 	 
	EUCALYPTUS SANITARY SEWER PLAN

	SSIP 1

	 	Eucalyptus Avenue — Sanitary Sewer Plan — Title Sheet
	 	4/9/2010	 	 
	SSIP 2

	 	Eucalyptus Avenue — Sanitary Sewer Plan — Index & Legend
	 	4/9/2010	 	 
	SSIP 3

	 	Eucalyptus Avenue — Sanitary Sewer Plan — Plan Profile
	 	4/9/2010	 	 
	SSIP 4

	 	Eucalyptus Avenue — Sanitary Sewer Plan — Plan Profile
	 	4/9/2010	 	 
	SSIP 5

	 	Eucalyptus Avenue — Sanitary Sewer Plan — Plan Profile
	 	4/9/2010	 	 
	SSIP 6

	 	Eucalyptus Avenue — Sanitary Sewer Plan — Plan Profile
	 	4/9/2010	 	 
	SSIP 7

	 	Eucalyptus Avenue — Sanitary Sewer Plan — Plan Profile
	 	4/9/2010	 	 
	LOGISTIC BUILDING SEWER AND WATER 

	SSIP 1

	 	Logistics Bldg Sewer & Water Plan — Title Sheet
	 	4/9/2010	 	 
	SSIP 2

	 	Logistics Bldg Sewer & Water Plan — Notes & Quantities
	 	4/9/2010	 	 
	SSIP 3

	 	Logistics Bldg Sewer & Water Plan
	 	4/9/2010	 	 
	SSIP 4

	 	Logistics Bldg Sewer & Water Plan
	 	4/9/2010	 	 
	SSIP 5

	 	Logistics Bldg Sewer & Water Plan
	 	4/9/2010	 	 
	SSIP 6

	 	Logistics Bldg Sewer & Water Plan
	 	4/9/2010	 	 
	SSIP 7

	 	Logistics Bldg Sewer & Water Plan
	 	4/9/2010	 	 
	SSIP 8

	 	Logistics Bldg Sewer & Water Plan
	 	4/9/2010	 	 
	EUCALPTUS RECYCLED WATER IMPROVEMENT PLAN 

	RWIP 1

	 	Title Sheet
	 	4/9/2010	 	 
	RWIP 2

	 	Plan
	 	4/9/2010	 	 
	RWIP 3

	 	Plan & Profile
	 	4/9/2010	 	 
	RWIP 4

	 	Plan & Profile
	 	4/9/2010	 	 
	RWIP 5

	 	Plan & Profile
	 	4/9/2010	 	 
	RWIP 6

	 	Plan & Profile
	 	4/9/2010	 	 
	RWIP 7

	 	Plan & Profile
	 	4/9/2010	 	 

 

 

Contract#: MH00-121-226

Project: Hhighland Fairview Corporate Park

Trade: General Contractor

	 	 	 	 	 	 	 
	EUCALYPTUS WATER IMPROVEMENT PLAN 

	DW 1

	 	Title Sheet
	 	4/9/2010	 	 
	DW 2

	 	Index Map & Legend
	 	4/9/2010	 	 
	DW 3

	 	Plan Profile
	 	4/9/2010	 	 
	DW 4

	 	Plan Profile
	 	4/9/2010	 	 
	DW 5

	 	Plan Profile
	 	4/9/2010	 	 
	DW 6

	 	Plan Profile
	 	4/9/2010	 	 
	DW 7

	 	Plan Profile
	 	4/9/2010	 	 
	DW 8

	 	Line ‘A’ thru ‘D’ profile
	 	4/9/2010	 	 
	Off-Site (Sinclair) DOMESTIC WATER IMPROVEMENT PLAN 

	DWIP 1

	 	Domestic Water Plans — title Sheet
	 	4/9/2010	 	 
	DWIP 2

	 	Domestic Water Plans — Index Map & Legends
	 	4/9/2010	 	 
	DWIP 3

	 	Domestic Water Plans & Profile
	 	4/9/2010	 	 
	DWIP 4

	 	Domestic Water Plans & Profile
	 	4/9/2010	 	 
	DWIP 5

	 	Domestic Water Plans & Profile
	 	4/9/2010	 	 
	DWIP 6

	 	Domestic Water Plans & Profile
	 	4/9/2010	 	 
	DWIP 7

	 	Domestic Water Plans & Profile
	 	4/9/2010	 	 
	DWIP 8

	 	Domestic Water Plans & Profile
	 	4/9/2010	 	 
	DWIP 9

	 	Domestic Water Plans & Profile
	 	4/9/2010	 	 
	DWIP 10

	 	Domestic Water Plans & Profile
	 	4/9/2010	 	 
	REDLANDS WATER IMPROVEMENT PLAN 

	DWIP 1

	 	Title Sheet
	 	4/9/2010	 	 
	DWIP 2

	 	Index Map
	 	4/9/2010	 	 
	DWIP 3

	 	Plan & Profile
	 	4/9/2010	 	 
	DWIP 4

	 	Plan & Profile
	 	4/9/2010	 	 
	EUCALYPTUS ELECTRICAL DISTRIBUTION PLAN 

	SHT 1

	 	Eucalyptus Avenue Utility Design — BUTSKO
	 	3/4/2010	 	 
	SHT 2

	 	Eucalyptus Avenue Utility Design — BUTSKO
	 	3/4/2010	 	 
	SHT 3

	 	Eucalyptus Avenue Utility Design — BUTSKO
	 	3/4/2010	 	 
	SHT 4

	 	Eucalyptus Avenue Utility Design — BUTSKO
	 	3/4/2010	 	 
	REDLANDS ELECTRICAL DISTRIBUTION PLAN 

	SHT 1

	 	Electrical Distribution Plan — BUTSKO
	 	3/4/2010	 	 
	SHT 2

	 	Electrical Distribution Plan — BUTSKO
	 	3/4/2010	 	 
	SHT 3

	 	Electrical Distribution Plan — BUTSKO
	 	3/4/2010	 	 
	SHT 4

	 	Electrical Distribution Plan — BUTSKO
	 	3/4/2010	 	 
	SHT 5

	 	Electrical Distribution Plan — BUTSKO
	 	3/4/2010	 	 
	SKECHERS ONSITE ELECTRIC 

	SWP 1

	 	TPM 35629 Onsite Utilities — Butsko
	 	3/4/2010	 	 
	SWP 2

	 	TPM 35629 Onsite Utilities — Butsko
	 	3/4/2010	 	 
	SWP 3

	 	TPM 35629 Onsite Utilities — Butsko
	 	3/4/2010	 	 
	SWP 4

	 	TPM 35629 Onsite Utilities — Butsko
	 	3/4/2010	 	 
	EUCALYPTUS STREET IMPROVEMENT PLAN 

	STIP 1

	 	Eucalyptus Avenue Street
Improvement Plan — Title Sheet
	 	4/9/2010	 	 
	STIP 2

	 	Eucalyptus Avenue Street
Improvement Plan — Notes & Index Map
	 	4/9/2010	 	 
	STIP 3

	 	Eucalyptus Avenue Street Improvement Plan — Details & Sections
	 	4/9/2010	 	 
	STIP 4

	 	Eucalyptus Avenue Street Improvement Plan
	 	4/9/2010	 	 
	STIP 5

	 	Eucalyptus Avenue Street Improvement Plan
	 	4/9/2010	 	 

 

 

Contract#:
MH00-121-226

Project: Hhighland Fairview Corporate Park

Trade: General Contractor

	 	 	 	 	 	 	 
	 

	 	EUCALYPTUS STREET
IMPROVEMENT PLAN CONTINUATION	 	 	 
	STIP 6

	 	Eucalyptus Avenue Street Improvement Plan
	 	4/9/2010	 	 
	STIP 7

	 	Eucalyptus Avenue Street Improvement Plan
	 	4/9/2010	 	 
	STIP 8

	 	Eucalyptus Avenue Street Improvement Plan
	 	4/9/2010	 	 
	STIP 9

	 	Eucalyptus Avenue Street Improvement Plan
	 	4/9/2010	 	 
	STIP 10

	 	Eucalyptus Avenue Street Improvement Plan
	 	4/9/2010	 	 
	STIP 11

	 	Eucalyptus Avenue — Signing & Striping Title Sheet
	 	4/9/2010	 	 
	STIP 12

	 	Eucalyptus Avenue — Signing & Striping Title Sheet
	 	4/9/2010	 	 
	STIP 13

	 	Eucalyptus Avenue — Conditions of Aproval
	 	4/9/2010	 	 
	STIP 14

	 	Eucalyptus Avenue — Conditions of Aproval
	 	4/9/2010	 	 
	SCE EXHIBIT — JACK & BORE SCE CONDUIT 

	SCE-J&B 
	 	Jack & Bore Exhibit — SE Conduit Under SR60
	 	8/25/2009	 	 
	SCE-Pole

	 	Cross Section B-B (SCE Pole No. 4001945E)
	 	8/25/2009	 	 
	SCE-Pole

	 	Cross Section A-A (SCE Pole No. 214347/T2964
	 	8/25/2009	 	 
	MEDIAN EXHIBIT 

	E-1

	 	Exhibit — Sections Eucalyptus Street Median
	 	7/22/2009	 	 
	TOLERANCE EXHIBIT 

	TE

	 	Tolerance Exhibit
	 	2/18/2009	 	 
	THEODORE STREET IMPROVEMENT PLAN (THEODORE RAMP IMPROVEMENT PLANS) 

	STIP 1

	 	Theodore Street — Title Sheet
	 	4/9/2010	 	 
	STIP 2

	 	Theodore Street — Notes & Index Map Typical Sections
	 	4/9/2010	 	 
	STIP 3

	 	Theodore Street — Improvement Plans
	 	4/9/2010	 	 
	STIP 4

	 	Theodore Street — Construction Details
	 	4/9/2010	 	 
	STIP 5

	 	Theodore Street — Construction Details
	 	4/9/2010	 	 
	STIP 6

	 	Theodore Street — Grading-Drainage-Utility Plan
	 	4/9/2010	 	 
	STIP 7

	 	Theodore Street — W.P.C.P
	 	4/9/2010	 	 
	STIP 8

	 	Theodore Street — Signing and Striping Plan
	 	4/9/2010	 	 
	STIP 9

	 	Theodore Street — Traffic Handling Details
	 	4/9/2010	 	 
	STIP 10

	 	Theodore Street — Traffic Handling
	 	4/9/2010	 	 
	STIP 11

	 	Theodore Street — Traffic Handling
	 	4/9/2010	 	 
	STIP 12

	 	Theodore Street — Traffic Handling
	 	4/9/2010	 	 
	STIP 13

	 	Theodore Street — Detour Plan
	 	4/9/2010	 	 
	TRAFFIC SIGNAL INTERCONNECT 

	421

	 	Traffic Signal Interconnect Detail
	 	1/1/2008	 	 
	EVTSI

	 	Emergency Vehicle & Traffic Signal Interconnect
	 	10/22/2009	 	 
	THEODORE STREET IMPROVEMENT PLAN 

	STIP 1

	 	Theodore Street Phase 1 — Title Sheet
	 	4/9/2010	 	 
	STIP 2

	 	Theodore Street Phase 1 — Construction Notes
	 	4/9/2010	 	 
	STIP 3

	 	Theodore Street Phase 1 Typical Street Secitons
	 	4/9/2010	 	 
	STIP 4

	 	Theodore Street Phase 1 — Plan & Profile
	 	4/9/2010	 	 
	STIP 5

	 	Theodore Street Phase 1 Plan & Profile
	 	4/9/2010	 	 
	STIP 6

	 	Theodore Street Phase 1 Signing and Striping
	 	4/9/2010	 	 
	STIP 7

	 	Theodore Street Phase 1 Conditions of Approval
	 	4/9/2010	 	 
	STIP 8

	 	Theodore Street Phase 1 — Conditions of Approval
	 	4/9/2010	 	 
	STIP 9

	 	Theodore Street Phase 1 — Conditions of Approval
	 	4/9/2010	 	 
	EUCALYPTUS STREET LANDSCAPE & IRRIGATION

	SHT 1

	 	Eucalyptus Street — Cover Sheet
	 	2/18/2009	 	 
	SHT 2

	 	Eucalyptus Street — Construction Plan
	 	2/18/2009	 	 

 

 

Contract #: MH00-121-226

Project: Hhighland Fairview Corporate Park

Trade: General Contractor

	 	 	 	 	 

	EUCALYPTUS STREET
LANDSCAPE & IRRIGATION CONTINUED

	SHT 3

	 	Eucalyptus Street — Construction Plan
	 	2/18/2009 
	SHT 4

	 	Eucalyptus Street — Construction Plan
	 	2/18/2009
	SHT 5

	 	Eucalyptus Street — Construction Plan
	 	2/18/2009
	SHT 6

	 	Eucalyptus Street — Construction Plan
	 	2/18/2009
	SHT 7

	 	Eucalyptus Street — Construction Plan
	 	2/18/2009
	SHT 8

	 	Eucalyptus Street — Construction Details
	 	2/18/2009
	SHT 9

	 	Eucalyptus Street — Construction Details
	 	2/18/2009
	SHT 10

	 	Eucalyptus Street — Construction Details
	 	2/18/2009
	SHT 11

	 	Eucalyptus Street — Construction Specifications
	 	2/18/2009
	SHT 12

	 	Eucalyptus Street — Irrigation Plan
	 	2/18/2009
	SHT 13

	 	Eucalyptus Street — Irrigation Plan
	 	2/18/2009
	SHT 14

	 	Eucalyptus Street — Irrigation Plan
	 	2/18/2009
	SHT 15

	 	Eucalyptus Street — Irrigation Plan
	 	2/18/2009
	SHT 16

	 	Eucalyptus Street — Irrigation Plan
	 	2/18/2009
	SHT 17

	 	Eucalyptus Street — Irrigation Plan
	 	2/18/2009
	SHT 18

	 	Eucalyptus Street — Irrigation Details
	 	2/18/2009
	SHT 19

	 	Eucalyptus Street — Irrigation Details
	 	2/18/2009
	SHT 20

	 	Eucalyptus Street — Irrigation Notes
	 	2/18/2009
	SHT 21

	 	Eucalyptus Street — Irrigation Specifications
	 	2/18/2009
	SHT 22

	 	Eucalyptus Street — Irrigation Specifications
	 	2/18/2009
	SHT 23

	 	Eucalyptus Street — Planting Plan
	 	2/18/2009
	SHT 24

	 	Eucalyptus Street — Planting Plan
	 	2/18/2009
	SHT 25

	 	Eucalyptus Street — Planting Plan
	 	2/18/2009
	SHT 26

	 	Eucalyptus Street — Planting Plan
	 	2/18/2009
	SHT 27

	 	Eucalyptus Street — Planting Plan
	 	2/18/2009
	SHT 28

	 	Eucalyptus Street — Planting Plan
	 	2/18/2009
	SHT 29

	 	Eucalyptus Street — Planting Details
	 	2/18/2009
	SHT 30

	 	Eucalyptus Street — Planting Details
	 	2/18/2009
	SHT 31

	 	Eucalyptus Street — Planting Specifications
	 	2/18/2009
	SHT 32

	 	Eucalyptus Street — Planting Specifications
	 	2/18/2009
	HFCP ASSOCIATION LANDSCAPE & IRRIGATION

	LCS-0

	 	HFCP Association — Cover Sheet
	 	3/22/2010
	LI-01

	 	HFCP Association — Irrigation Plan
	 	3/22/2010
	LI-02

	 	HFCP Association — Irrigation Plan
	 	3/22/2010
	LI-03

	 	HFCP Association — Irrigation Plan
	 	3/22/2010
	LI-04

	 	HFCP Association — Irrigation Plan
	 	3/22/2010
	LI-05

	 	HFCP Association — Irrigation Plan
	 	3/22/2010
	LI-06

	 	HFCP Association — Irrigation Plan
	 	3/22/2010
	LI-07

	 	HFCP Association — Irrigation Plan
	 	3/22/2010
	LI-08

	 	HFCP Association — Irrigation Plan
	 	3/22/2010
	LI-09

	 	HFCP Association — Irrigation Plan
	 	3/22/2010
	LI-10

	 	HFCP Association — Irrigation Plan
	 	3/22/2010
	LI-11

	 	HFCP Association — Irrigation Plan
	 	3/22/2010
	LI-12

	 	HFCP Association — Irrigation Plan
	 	3/22/2010

 

 

Contract#:
MH00-121-226

Project: Hhighland Fairview Corporate Park

Trade: General Contractor

	 	 	 	 	 

	HFCP ASSOCIATION LANDSCAPE & IRRIGATION CONTINUED

	LI-13

	 	HFCP Association — Irrigation Plan
	 	3/22/2010 
	LI-14

	 	HFCP Association — Irrigation Plan
	 	3/22/2010
	LI-15

	 	HFCP Association — Irrigation Plan
	 	3/22/2010
	HFCP ASSOCIATION LANDSCAPE & IRRIGATION

	LI-16

	 	HFCP Association — Irrigation Plan
	 	3/22/2010
	LI-17

	 	HFCP Association — Irrigation Plan
	 	3/22/2010
	LID-1

	 	HFCP Association — Irrigation Details
	 	3/22/2010
	LID-2

	 	HFCP Association — Irrigation Details
	 	3/22/2010
	LIN-1

	 	HFCP Association — Irrigation Notes
	 	3/22/2010
	LIN-2

	 	HFCP Association — Irrigation Specifications
	 	3/22/2010
	LIN-3

	 	HFCP Association — Irrigation Specifications
	 	3/22/2010
	LP-01

	 	HFCP Association — Construction and Planting Plan
	 	3/22/2010
	LP-02

	 	HFCP Association — Construction and Planting Plan
	 	3/22/2010
	LP-03

	 	HFCP Association — Construction and Planting Plan
	 	3/22/2010
	LP-04

	 	HFCP Association — Construction and Planting Plan
	 	3/22/2010
	LP-05

	 	HFCP Association — Construction and Planting Plan
	 	3/22/2010
	LP-06

	 	HFCP Association — Construction and Planting Plan
	 	3/22/2010
	LP-07

	 	HFCP Association — Construction and Planting Plan
	 	3/22/2010
	LP-08

	 	HFCP Association — Construction and Planting Plan
	 	3/22/2010
	LP-09

	 	HFCP Association — Construction and Planting Plan
	 	3/22/2010
	LP-10

	 	HFCP Association — Construction and Planting Plan
	 	3/22/2010
	LP-11

	 	HFCP Association — Construction and Planting Plan
	 	3/22/2010
	LP-12

	 	HFCP Association — Construction and Planting Plan
	 	3/22/2010
	LP-13

	 	HFCP Association — Construction and Planting Plan
	 	3/22/2010
	LP-14

	 	HFCP Association — Construction and Planting Plan
	 	3/22/2010
	LP-15

	 	HFCP Association — Construction and Planting Plan
	 	3/22/2010
	LP-16

	 	HFCP Association — Construction and Planting Plan
	 	3/22/2010
	LP-17

	 	HFCP Association — Construction and Planting Plan
	 	3/22/2010
	LPD-01

	 	HFCP Association — Planting Details
	 	3/22/2010
	LPD-02

	 	HFCP Association — Planting Details
	 	3/22/2010
	LCD-01

	 	HFCP Association — Construction Specification
	 	3/22/2010
	LCD-02

	 	HFCP Association — Construction Details
	 	3/22/2010
	PARCEL 1 LANDSCAPE & IRRIGATION

	LCS-0

	 	HFCP — Parcel 1 — Cover Sheet
	 	2/18/2009
	LC-01

	 	HFCP — Parcel 1 — Construction Plan
	 	2/18/2009
	LC-02

	 	HFCP — Parcel 1 — Construction Plan
	 	2/18/2009
	LC-03

	 	HFCP — Parcel 1 — Construction Plan
	 	2/18/2009
	LC-04

	 	HFCP — Parcel 1 — Construction Plan
	 	2/18/2009
	LC-05

	 	HFCP — Parcel 1 — Construction Plan
	 	2/18/2009
	LC-06

	 	HFCP — Parcel 1 — Construction Plan
	 	2/18/2009
	LC-07

	 	HFCP — Parcel 1 — Construction Plan
	 	2/18/2009
	LC-08

	 	HFCP — Parcel 1 — Construction Plan
	 	2/18/2009
	LC-09

	 	HFCP — Parcel 1 — Construction Plan
	 	2/18/2009
	LC-010

	 	HFCP — Parcel 1 — Construction Plan
	 	2/18/2009
	LC-011

	 	HFCP — Parcel 1 — Construction Plan Enlargements
	 	2/18/2009

 

 

Contract#:
MH00-121-226

Project: Hhighland Fairview Corporate Park

Trade: General Contractor

	 	 	 	 	 	 	 

	PARCEL 1 LANDSCAPE & IRRIGATION CONTINUATION

	LCD-01

	 	HFCP - Parcel 1 - Construction Notes
	 	2/18/2009 	 	 
	LCD-02

	 	HFCP - Parcel 1 - Construction Details
	 	2/18/2009	 	 
	LCD-03

	 	HFCP - Parcel 1 - Construction Details
	 	2/18/2009	 	 
	LCD-04

	 	HFCP - Parcel 1 - Construction Details
	 	2/18/2009	 	 
	LCD-05

	 	HFCP - Parcel 1 - Construction Details
	 	2/18/2009	 	 
	LCD-06

	 	HFCP - Parcel 1 - Construction Details
	 	2/18/2009	 	 
	LCN-01

	 	HFCP - Parcel 1 - Construction Specifications
	 	2/18/2009	 	 
	LI-01

	 	HFCP - Parcel 1 - Irrigation Plan
	 	2/18/2009	 	 
	LI-02

	 	HFCP - Parcel 1 - Irrigation Plan
	 	2/18/2009	 	 
	LI-03

	 	HFCP - Parcel 1 - Irrigation Plan
	 	2/18/2009	 	 
	LI-04

	 	HFCP - Parcel 1 - Irrigation Plan
	 	2/18/2009	 	 
	LI-05

	 	HFCP - Parcel 1 - Irrigation Plan
	 	2/18/2009	 	 
	LI-06

	 	HFCP - Parcel 1 - Irrigation Plan
	 	2/18/2009	 	 
	LI-07

	 	HFCP - Parcel 1 - Irrigation Plan
	 	2/18/2009	 	 
	LI-08

	 	HFCP - Parcel 1 - Irrigation Plan
	 	2/18/2009	 	 
	LI-09

	 	HFCP - Parcel 1 - Irrigation Plan
	 	2/18/2009	 	 
	LI-10

	 	HFCP - Parcel 1 - Irrigation Plan
	 	2/18/2009	 	 
	LID-1

	 	HFCP - Parcel 1 - Irrigation Details
	 	2/18/2009	 	 
	LID-2

	 	HFCP - Parcel 1 - Irrigation Details
	 	2/18/2009	 	 
	LIN-01

	 	HFCP - Parcel 1 - Irrigation Notes
	 	2/18/2009	 	 
	LIN-02

	 	HFCP - Parcel 1 - Irrigation Notes
	 	2/18/2009	 	 
	LIN-03

	 	HFCP - Parcel 1 - Irrigation Notes
	 	2/18/2009	 	 
	LP-01

	 	HFCP - Parcel 1 - Planting Plan
	 	2/18/2009	 	 
	LP-02

	 	HFCP - Parcel 1 - Planting Plan
	 	2/18/2009	 	 
	LP-03

	 	HFCP - Parcel 1 - Planting Plan
	 	2/18/2009	 	 
	LP-04

	 	HFCP - Parcel 1 - Planting Plan
	 	2/18/2009	 	 
	LP-05

	 	HFCP - Parcel 1 - Planting Plan
	 	2/18/2009	 	 
	LP-06

	 	HFCP - Parcel 1 - Planting Plan
	 	2/18/2009	 	 
	LP-07

	 	HFCP - Parcel 1 - Planting Plan
	 	2/18/2009	 	 
	LP-08

	 	HFCP - Parcel 1 - Planting Plan
	 	2/18/2009	 	 
	LP-09

	 	HFCP - Parcel 1 - Planting Plan
	 	2/18/2009	 	 
	LP-10

	 	HFCP - Parcel 1 - Planting Plan
	 	2/18/2009	 	 
	LPD-01

	 	HFCP - Parcel 1 - Planting Details
	 	2/18/2009	 	 
	LPD-02

	 	HFCP - Parcel 1 - Planting Details
	 	2/18/2009	 	 
	LPN-01

	 	HFCP - Parcel 1 - Planting Notes
	 	2/18/2009	 	 
	WEI WEST WAREHOUSE EQUIPMENT, INC.

	SA00

	 	Structure Layout VAS Platform Overall Plan View
	 	12/10/2008
	 	Rev. 05 
	SA01

	 	Structure Layout VAS Platform Enlarged Foundation Plan
	 	12/10/2008
	 	Rev. 05
	SA02

	 	Structure Layout
	 	12/10/2008
	 	Rev. 05
	SA03

	 	Structure Layout VAS Platform Enlarged Foundation Plan
	 	12/10/2008
	 	Rev. 05
	SA04

	 	Structure Layout VAS Platform Enlarged Foundation Plan
	 	12/10/2008
	 	Rev. 05
	SA05

	 	Structure Layout VAS Platform Enlarged Foundation Plan
	 	12/10/2008
	 	Rev. 05
	SA06

	 	Structure Layout VAS Platform Enlarged Foundation Plan
	 	12/10/2008
	 	Rev. 05
	SA07

	 	Structure Layout VAS Platform Enlarged Foundation Plan
	 	12/10/2008
	 	Rev. 05

 

 

Contract#:
MH00-121-226

Project: Hhighland Fairview Corporate Park

Trade: General Contractor

	 	 	 	 	 	 	 

	WEI WEST WAREHOUSE EQUIPMENT, INC. CONTINUTED

	SA08

	 	Structure Layout VAS Platform Enlarged Foundation Plan
	 	12/10/2008
	 	Rev. 05
	SA09

	 	Structure Layout VAS Platform Footing Details
	 	12/10/2008
	 	Rev. 05
	SB00

	 	Structure Layout Shipping Platform Overall Plan View
	 	12/10/2008
	 	Rev. 05
	SB01

	 	Structure Layout Shipping Platform Overall Enlarged Foundation Plan
	 	12/10/2008
	 	Rev. 05
	SB02

	 	Structure Layout Shipping Platform Overall Enlarged Foundation Plan
	 	12/10/2008
	 	Rev. 05
	SB03

	 	Structure Layout Shipping Platform Footing Detail
	 	12/10/2008
	 	Rev. 05
	SG01

	 	Structure Layout Extendable Conveyor Foundation Plans
	 	12/10/2008
	 	Rev. 05
	SG02

	 	Structure Layout Extendable Conveyor Foundation Plans
	 	12/10/2008
	 	Rev. 05 
	SG03

	 	Structure Layout Extendable Footings Foundation Plans
	 	12/10/2008
	 	Rev. 05
	SG04

	 	Structure Layout Extendable Footings Foundation Plans
	 	12/10/2008
	 	Rev. 05
	SG05

	 	Structure Layout Extendable Footings Foundation Plans
	 	12/10/2008
	 	Rev. 05
	SG06

	 	Structure Layout Extendable Tracks Footing Cross Sections
	 	12/10/2008
	 	Rev. 05
	HIGHLAND FAIRVIEW
CORPORATE PARK — PROJECT MANUAL

	Div 00

	 	Procurement and Contracting requirements
	 	7/24/2008	 	 
	Div 01

	 	General requirements
	 	7/24/2008	 	 
	Div 02

	 	Sitrework
	 	7/24/2008	 	 
	Div 03

	 	Concrete
	 	7/24/2008	 	 
	Div 04

	 	Masonry
	 	7/24/2008	 	 
	Div 05

	 	Metals
	 	7/24/2008	 	 
	Div 06

	 	Wood and Plastics
	 	7/24/2008	 	 
	Div 07

	 	Thermal and Moisture Control
	 	7/24/2008	 	 
	Div 08

	 	Doors and Windows
	 	7/24/2008	 	 
	Div 09

	 	Finishes
	 	7/24/2008	 	 
	Div 10

	 	Specialties
	 	7/24/2008	 	 
	Div 11

	 	Equipment
	 	7/24/2008	 	 
	Div 12

	 	Furnishings
	 	7/24/2008	 	 
	Div 13

	 	Special Construction
	 	7/24/2008	 	 
	Div 14

	 	Conveyor Systems
	 	7/24/2008	 	 
	Div 15

	 	Mechanical
	 	7/24/2008	 	 
	Div 16

	 	Electrical
	 	7/24/2008	 	 
	PRELIMINARY GEOTECHNICAL REPORT LEIGHTON & ASSOC.

	1.0

	 	Introduction
	 	6/15/2007	 	 
	2.0

	 	Geotechnical Investigation & Lab
	 	6/15/2007	 	 
	3.0

	 	Summary
	 	6/15/2007	 	 
	4.0

	 	Faulting & Seismicity
	 	6/15/2007	 	 
	5.0

	 	Conclusions
	 	6/15/2007	 	 
	6.0

	 	Preliminary Recommendations
	 	6/15/2007	 	 
	7.0

	 	Geotechnical Review
	 	6/15/2007	 	 
	8.0

	 	Limitations
	 	6/15/2007	 	 
	map

	 	Geotechnical Map / Boring Log
	 	6/15/2007	 	 
	UPDATED PRELIMINARY GEOTECHNICAL REPORT LEIGHTON & ASSOC.

	1.0

	 	Introduction
	 	4/30/2008	 	 
	2.0

	 	Geotechnical Investigation & Lab
	 	4/30/2008	 	 
	3.0

	 	Summary
	 	4/30/2008	 	 
	4.0

	 	Faulting & Seismicity
	 	4/30/2008	 	 

 

 

Contract#:
MH00-121-226

Project: Hhighland Fairview Corporate Park

Trade: General Contractor

	 	 	 	 	 

	UPDATED PRELIMINARY GEOTECHNICAL REPORT LEIGHTON & ASSOC. CONTINUED

	5.0

	 	Conclusions
	 	4/30/2008
	6.0

	 	Preliminary Recommendations
	 	4/30/2008
	7.0

	 	Geotechnical Review
	 	4/30/2008
	8.0

	 	Limitations
	 	4/30/2008
	map

	 	Geotechnical Map / Boring Log
	 	4/30/2008
	OTHER SOILS REPORTS

	 

	 	Update Seismic Design Parameters
	 	11/30/2007
	 

	 	Preliminary Geotechnical Evaluation, SR-60 Widening
	 	7/30/2008
	 

	 	Clarifications to Soils, Highland Fairview Corporate Park
	 	8/15/2008
	 

	 	response to City of M.V. Review Comments & Map
	 	11/5/2008
	 

	 	geotechnical Recommendations for Temporary Fire Access Road
	 	1/5/2009
	 

	 	Clarifications #2 to Soils Report, Highland Fairview Corporate Park
	 	1/14/2009
	 

	 	Response to City of M.V. Review Comments, Public Works Depart.
	 	1/16/2009
	 

	 	Geotechnical Review of Improvements & rough Grade for Sanitary Sewer
	 	1/21/2009
	 

	 	Clarifications #3 to Soils report, Highland Fairview Corporate Park
	 	1 /29/2009
	 

	 	Rough Grading Anticipated Keyway Locations
	 	1 /29/2009
	 

	 	recommended Sub drain Locations
	 	2/6/2009
	 

	 	Infiltration Characteristics of onsite soils
	 	6/23/2008
	 

	 	Supplemental Remedial Grading Rec. Skechers VAS Platform
	 	2/6/2009
	STRUCTURAL CALCULATIONS

	 

	 	Structural Calculations by David Kramer
	 	2/2/2009
	TITLE 24 REPORT

	 

	 	title 24 Report by Alan Poydock - Thermalair, Inc.
	 	1/30/2009
	CIVIL MISC. EXHIBITS & REPORTS

	 

	 	Drainage Bypass for Redlands Sewer Work Area
	 	2/18/2009
	 

	 	Grading Balance Area
	 	2/18/2009
	 

	 	Highland SWPPP
	 	2/18/2009
	 

	 	Set Back for Restricted Hours of Work
	 	2/18/2009
	 

	 	Existing Stockpile Locations
	 	2/18/2009
	 

	 	Mitigation Monitoring Program by Michael Brandman Assoc.
	 	12/23/2008
	 

	 	Septic Exhibit
	 	1/7/2009

 

 

Contract#:
MH00-121-226

Project: Highland Fairview Corporate Park

Trade: General Contractor

EXHIBIT “F”

Qualifications / Changes from Plans & Specifications

General Clarifications:

	 	1.	 	Value Engineering will be ongoing in an attempt to reduce the project cost of construction
with help of the architect and owner.

	 	2.	 	A total of ten (10) rain days are included in the project schedule.
	 
	 	3.	 	Accelerated Schedule is included.
	 
	 	4.	 	Site & Construction signage will require owner approval; also recommendation will be made for
layout and style requirements as directed by owner.

General Conditions:

	 	1.	 	Temporary Barricades W/ Gawk screen shall be used (K-Rails).
	 
	 	2.	 	Site construction fencing to be three (3) sides for duration of project and kept in good
order & appearance, with screening at public view locations.
	 
	 	3.	 	Car pooling and documentation shall be administered for
duration of project.
	 
	 	4.	 	All construction access shall be from Theodore Street only.
	 
	 	5.	 	Street sweeping must be on-going, street maintained for total duration of project, “Must Be
Clean” and street sweepers used during the construction of Corporate Park adhere to Mitigation
& Monitoring Plan; MM AQ-1 and Plot Plan COA P37.. .equipment certification under SCAQMD Rule
1186.1.
	 
	 	6.	 	Documentation of notification to subcontractors and their workers to Rules & Regulations.
	 
	 	7.	 	Coordination with Native American groups to monitor site grading.
	 
	 	8.	 	Sign-In Sheet & Visitors Log must be managed at all times.
	 
	 	9.	 	Building LEED certification target goal to be Silver Certification.
	 
	 	10.	 	Temporary Project signage must be (prior to installation) approved by Owner.
	 
	 	11.	 	Waste Management: The contractor will recycle and or salvage a minimum of 50% (by weight) of
non-hazardous construction and demolition debris.
	 
	 	12.	 	Recycled Materials: The contractor will use materials with recycled content at all
opportunities with review by Owner. The sum of post-consumer recycled content plus one-half of
the pre-construction recycled content constitutes at least 10% (cost-based) on the total
value of the materials in the project.
	 
	 	13.	 	Regional Materials: The project will use building materials of products that have been
extracted, harvested or recovered, as well as manufactured, with-in 500 miles of the project
site for a minimum of 10% (cost-based) of the total materials value.
	 
	 	14.	 	Contractor will utilize only those paints and coatings that comply with credit 4.2, 4.3 and
4.4 of the LEED standards.
	 
	 	15.	 	The project will utilize a locally-sourced concrete supplier and interior fixture providing a
40% water use savings.
	 
	 	16.	 	A temporary power and communications line to Owner trailers is included.
	 
	 	17.	 	Survey and control of Jack-N-Bore at SR-60 and Redlands Boulevard is included.

Fountain Entry Feature:

	 	1.	 	Entry fountain budget “Black Plaster Finish” in lieu of Pebble Tech is accepted
	 
	 	2.	 	No coping on the Jewel Box, building to look as if it is floating on water.
	 
	 	3.	 	Fountain final design by Fountain Contractor (Design-Build) contract.

Grading — Rough & Precise:

	 	1.	 	Control of nuisance dust created by the work of this contract in included. Dust control
resulting from inclement weather or winds (above and beyond AQMD standards) is excluded.
	 
	 	2.	 	Tier III / B20 Fuel equipment must be utilized; Tier II equipment must have prior approval by
Owner before use on site.
	 
	 	3.	 	For retaining walls and any details missing, the contractor will use the Moreno Valley
Standards for the construction methods.
	 
	 	4.	 	Envirotec II Acrylic Polymer w/ green dye to slopes is included.
	 
	 	5.	 	SWPPP changes as of July 1, 2010 are included.
	 
	 	6.	 	Access road added at Theodore Ramp & SR-60 for Cal-Trans access is included.
	 
	 	7.	 	Additional removal and Engineered fill for stabilization at retention area at Cal-trans slope
Pad Two (2), is included.

 

 

Contract#:
MH00-121-226

Project: Highland Fairview Corporate Park

Trade: General Contractor

EXHIBIT “F”

Qualifications / Changes from Plans & Specifications

	 	8.	 	Access road for maintenance Line “F” is included.
	 
	 	9.	 	Staging area changed form south of project to Parcel 4, is included.
	 
	 	10.	 	Removal of septic tanks is included.
	 
	 	11.	 	Removal of foundations from barn removal is included.
	 
	 	12.	 	Removal of trees stubs is included.
	 
	 	13.	 	Theodore left-turn widening — allowance is included.
	 
	 	14.	 	Pre-Watering is included.
	 
	 	15.	 	95% compaction under all PCC driveways and parking is included.
	 
	 	16.	 	Over-X and pads for tenant equipment is included.
	 
	 	17.	 	Sub-drainage systems in all basins typ. Is included.
	 
	 	18.	 	Fine grading and base on Sinclair is included.
	 
	 	19.	 	Documentation for B20 Biodiesel is included.
	 
	 	20.	 	Rumble plates — BMP’s at site entrance and exit is included.
	 
	 	21.	 	Fine grade and base is included at Sinclair Street.

Landscape / Irrigation / Maintenance:

	 	1.	 	Vine Trellis fencing is included as specified.
	 
	 	2.	 	Washingtonia Palms in lieu of Date Palms at locations (other than Main Entry) is included.
	 
	 	3.	 	Street and City Landscaping will carry One (1) year maintenance agreement.
	 
	 	4.	 	Association and Corporate Park landscaping will carry a ninety (90) day maintenance agreement.
	 
	 	5.	 	Tukor RKD 2 -in lieu of specified controllers is included.
	 
	 	6.	 	A plant pre-purchase growing material is included.
	 
	 	7.	 	Service laterals for irrigation not shown on drawings are included
	 
	 	8.	 	Meter laterals, Backflow Preventers (Median 1” meter) (Assoc. 3” meter) (CP 2” meter) are
included.
	 
	 	9.	 	Irrigation buster pumps are included as required.

Aggregate Base:

	 	1.	 	Aggregate base for fire roads to be supplied by Owner.
	 
	 	2.	 	Aggregate base for city streets to be furnished by subcontractor.

Concrete Paving:

	 	1.	 	All On-Site Drives and Parking to be concrete per Leighton Engineering specifications.
	 
	 	2.	 	All on-site pavers to be colored stamped concrete to be in lieu of Pavers.
	 
	 	3.	 	Pervious concrete in median is included or Pavers may be used to meet pervious requirement.

Asphalt Paving:

	 	1.	 	AG Base included per city standards on all city streets in lieu of Owner supplied base.
	 
	 	2.	 	Asphalt paving to be on city streets only.
	 
	 	3.	 	Current profile 6:12 in lieu of 6:10 is included.
	 
	 	4.	 	Slurry Sealer by Owner for Eucalyptus Street at a later date.
	 
	 	5.	 	Street patching and slurry at all crossing (patch & slurry), is included.
	 
	 	6.	 	Adjust all water valve and manhole covers to finish grade is included.
	 
	 	7.	 	Theodore Ramp @ SR-60, allowances per drawings and direction by Highland Fairview is
included.

Theodore Ramp — Allowance:

Cast-In-Place Concrete Gutters:

	 	1.	 	Addition of V-Ditch is included.

Chain Link Fencing:

	 	1.	 	Added Four Thousand Four Hundred Seventy-One (4,471) lineal feet of Cal-Trans standard chain
link fence (157/lf shown on plan) is included.

Cast-In-Place Concrete Screen walls:

	 	1.	 	Site screen wall overhead panels have been removed at gate entries.

Decorative Metal Fences & Gates:

	 	1.	 	Gates, Motors, Controllers at employee parking areas is
included.
	 
	 	2.	 	Entry Gate motors and controllers are included.
	 
	 	3.	 	Gates to have Strobe Sensors — per Moreno Valley Fire authority standards.
	 
	 	4.	 	Protection bollards at entry gates are included.

 

 

Contract#:
MH00-121-226

Project: Highland Fairview Corporate Park

Trade: General Contractor

EXHIBIT “F”

Qualifications / Changes from Plans & Specifications

	 	5.	 	Fire Access gate operating system to be Opticon System per Fire Marshal’s direction is
included.

Unit Masonry Walls:

	 	1.	 	PCC concrete is lieu of masonry walls is included.
	 
	 	2.	 	Details to be Moreno valley city standards for retaining walls.

Water Domestic:

	 	1.	 	Water assembly for water meters is included.
	 
	 	2.	 	Two (2) each pressure reducing valve stations Redlands and Sinclair are included.
	 
	 	3.	 	Backflow preventer devices are included.
	 
	 	4.	 	Previsions for 1” meter at Median, 2” meter at Corporate Park and 3” meter at Association are
included.

Redlands Ramp DW Loop Connector:

	 	1.	 	Scope and drawings per Highland Fairview direction is included.

Water Fire:

	 	1.	 	Temporary fire water will be required at the time of roofing materials delivery and
installation.
	 
	 	2.	 	Added fire laterals to pads 1 and 4 are included.
	 
	 	3.	 	Fire line change from 10” to 12” is included.
	 
	 	4.	 	Stainless Steel hardware is included.
	 
	 	5.	 	Fire protection bollards are included.

Sanitary Sewer Systems:

	 	1.	 	Added laterals to service future pads 2, 3 and 4 are included.

Storm Drainage Systems:

	 	1.	 	Rip-Rap change in design Line “F” is included.
	 
	 	2.	 	Secondary Outlet structure is included.
	 
	 	3.	 	Temporary transitions=al 24” HDPE pipe form north basin is not required and not included.
	 
	 	4.	 	Off-Site storm drainage at Redlands Blvd. is included.
	 
	 	5.	 	Added — Large trash gate and fencing is included.

Site Underground Electrical:

	 	1.	 	Includes all conductors.
	 
	 	2.	 	Includes changes to 2,500 KVA transformers.
	 
	 	3.	 	Includes traffic signal interconnect.
	 
	 	4.	 	Includes power for landscape maintenance electrical powered maintenance equipment.
	 
	 	5.	 	Underground Electrical includes High-Voltage Transformer
& Secondary Distribution is included.
	 
	 	6.	 	Underground Jack-N-Bore @ SR 60 for future electrical service
is included.

Low-Voltage Dry Utilities (Communication):

	 	1.	 	Includes all on-site and off-site cabling.
	 
	 	2.	 	Includes telephone backbone.
	 
	 	3.	 	Low-Voltage, Dry Utilities, Communications infrastructure, (Verizon, Time Warner, Gas trench
only) are included

Street Lights & Bases:

	 	1.	 	Twenty-Six (26) Marbelite Street lights to be furnished and installed with all underground
and infrastructure.

Guard Shacks:

	 	1.	 	Guard shacks are furnished by tenant, installed by contractor.

Site Specialties:

	 	1.	 	Flag poles to be: one (1) US flag and pole, one (1) California flag and pole and one (1) pole for
Skechers USA flag.
	 
	 	2.	 	Knox Boxes locations to be determined by Fire Marshal are included.

Paint:

	 	1.	 	Dock numbers interior and exterior located at dock doors per architectural drawings.
	 
	 	2.	 	Interior Columns to receive “Yellow Caution Color” to eight feet high.

Site Electrical & Generator:

	 	1.	 	Service duct and cable two (2) each are included.
	 
	 	2.	 	Gas trenching and sanding is included.
	 
	 	3.	 	Transformer increased to Seven (7) each 2,500 KVA are included.

 

 

Contract
#: MH00-121-226

Project: Highland Fairview Corporate Park

Trade: General Contractor

EXHIBIT “F”

Qualifications / Changes from Plans & Specifications

	 	4.	 	Added Four (4) each conduits at Redlands – in lieu of Two (2) each for Primary and
Secondary
distribution is included.

	 	5.	 	Electric Car charging stations is included.

	 	6.	 	UG electrical service from Dracaea Street west on Redlands Blvd. is included.

	 	7.	 	Patch & Slurry Redlands Blvd. is included.

	 	8.	 	UG power under SR-60 – Two (2) 4” schedule 80
conduits in 12” casing – Jack-N-Bore
are
included.

Reinforcing Steel:

	 	1.	 	Foundation reinforcement for Wynright (WEI) racking equipment is
included.

Cast-In-Place Concrete:

	 	1.	 	Foundations for WEI equipment by ICC, per Wynright (WEI) drawings & Kramer Structural
Drawings, are included.

	 	2.	 	Erecting bolts, & column grouting by Wynright.

	 	3.	 	Re-saw and joint filler for Wynright columns.

	 	4.	 	Exposed Interior Slabs finish Tolerances shall beFF55, and Tile areas may be FF35.

	 	5.	 	Sixty-Five (65%) percent of forms liners removed.

	 	6.	 	Exposed aggregate finish (sand blasting) deleted.

	 	7.	 	Site perimeter walls to be tilt panel wall construction.

	 	8.	 	Haul off of concrete foundations spoils to off-site location
for recycling.

	 	9.	 	Polished concrete floor finish reviewed at ICC office was accepted by
Tenant

Structural steel:

	 	1.	 	Over-Wall ladders at fire wall on roof are
included.

Glazing Decorative Metal railing:

	 	1.	 	To be HDI ‘Circrum’

Rough Carpentry:

	 	1.	 	Skylight curbs are not pressure
treated.

Panelized Roof:

	 	1.	 	Discount taken for Ten (10) day pay discount Four Hundred Twenty-Five (425,000.) thousand
dollars.

Plastic Fabrication:

	 	1.	 	Alabaster Wall detail deleted – value One Hundred Thousand
Dollars.

Bituminous Dampproofing:

	 	1.	 	Site retaining wall

	 	2.	 	Elevator Pit

	 	3.	 	On-grade tile and VCT areas.

Metal Wall. / Soffit Panels:

	 	1.	 	Aluminum composite panels by Omega – Omega-Lite panels

Thermal plastic Polyolefin roofing:

	 	1.	 	Firestone 45mil TPO w/ 20 year NDL warrantee.

Smoke Ventilating Skylights:

	 	1. 	 	 Bristolite 4896-SSVDL-CM-HS1-MF-OR curb mounted double 10# smoke hatch.

Vertical Joint Sealants:

	 	1.	 	Truck apron and building is
included.

Multi-Leaf Vertical Lift Doors:

	 	1.	 	Northwest 24ga. #924 and 20ga at ramp
doors.

Glass & glazing:

	 	1.	 	Frosted glass in lieu of Polycarbonate panels and hardware

	 	2.	 	Standard Kynar Color and finish is accepted.

	 	3.	 	Vision Glass – 1” insulated (1/4” Solar Cool
Cariba 1/2” air gap 1/4” Solarban 60 is accepted

	 	4.	 	Spandrel Glass –
1/4” Solar Cool Cariba w/ warm Gray Opacicoat is accepted

	 	5.	 	Alternate to Polycarbonate Panel – 1/4” Clear Annealed glass with frosted finish is
accepted

Thin-Set Tile:

	 	1.	 	Crack isolation underlayment on Mezzanine level is included.

	 	2.	 	Polished concrete floors in lieu of to be determined.

			
	 	 	 
	
	 	

 

 

Contract #: MH00-121-226

Project: Highland Fairview Corporate Park

Trade: General Contractor

EXHIBIT “F”

Qualifications / Changes from Plans & Specifications

Acoustical Panel Ceilings:

	 	1.	 	15/16th tile in lieu of
specification thickness.

Bamboo Flooring:

	 	1.	 	Includes matching
base.

Carpeting Tiles / VCT:

	 	1.	 	Areas to receive polished concrete to be determined.

	 	2.	 	Rubber base to be at all polished concrete locations.

Metal Toilet Compartments & Accessories:

	 	1.	 	ASI manufactures change in lieu of
Bobrick.

Emergency Key Cabinets (Knox Box):

	 	1.	 	Nine (9) in bids at this time.

Decorative Airfoil Louvers & Wire Screening:

	 	1.	 	Radius-edge custom louvers are included.

	 	2.	 	Jewel Box exterior finish – Hendricks Screen per HPA directive, (v-wire, 69v, spacing
3/8” with
support rod style Fin, height 1.00)

Window Shades:

	 	1.	 	Shades on windows boxed openings tilt concrete wall cover.

	 	2.	 	Shades added at exterior office glazing

Elevator:

	 	1.	 	Otis Holeless Hydraulic 2,500# w/ level 2 cab
finish.

Fire Sprinkler Systems:

	 	1.	 	FM 200 System and Pre-Action System included.

Commercial Water Closet, Urinals, Fixturers:

	 	1.	 	L-4 fixturers in lieu of L-1, L-2, and L-3

	 	2.	 	Plumbing design to be taken over to maintain the Design-Build
status.

Heating, Ventilating & Air Conditioning:

	 	1.	 	Clarifiers to filters and racks in warehouse.

	 	2.	 	Mechanical design to be taken over to maintain the Design-Build
status.

Electrical:

	 	1.	 	Electrical design to be taken over to maintaine the Design-Build status.

	 	2.	 	Power to parking lot light poles north parking lot for data scanners.

	 	3.	 	Connections to Balers, Shredders and Compactors (furnished by tenant).

	 	4.	 	C02 sensors for interlock.

	 	5.	 	Install tenant supplied ‘Big Ass Fans’.

	 	6.	 	Roof penetrations and power for roof top cameras.

	 	7.	 	Distribution of electrical for landscape irrigation.

	 	8.	 	Charging Station for Electric powered cars by contractor

	 	9.	 	Power, Support, Installation of tenant supplied Big Ass Fans shall be
included.

Lighting:

	 	1.	 	Lighting upgrade included.

Fire Alarm:

     1. Silent Knight Addressable Fire Alarm
panel

Notes:

	 	1.	 	Included: hook-up of tenant/owner supplied equipment by plumber and electrician.

	 	2.	 	Maintenance office area not designed, power has been incorporated in plan.

	 	3.	 	Battery charging designed, but power has been incorporated in plan.

	 	4.	 	Design based on LEED certification.

	 	5.	 	On-Site bollards on project have been included (100%)

	 	6.	 	Electrical, Mechanical and Plumbing drawings must be taken over by contractor and
engineering
to complete and sign for submittal for permitting

GENERAL EXCLUSIONS:

	 	1.	 	Permits and plan check fees, utility company charges, encroachment permits.

	 	2.	 	Testing and Special Inspections by deputy inspector by owner.

			
	 	 	 
	
	 	

 

 

Contract #: MH00-121-226

Project: Highland Fairview Corporate Park

Trade: General Contractor

EXHIBIT “F”

Qualifications / Changes from Plans & Specifications

	 	3.	 	Builders risk insurance by owner.

	 	4.	 	Cost incurred to remove or relocate unknown utilities or structures buried on site
not disclosed in contract documents and site visit by General Contractor & his Subcontractor.

	 	5.	 	Toxic waste removal.

	 	6.	 	Export or import of soil beyond project adjoining land owned by owner.

	 	7.	 	Special Insurance to the extent not set forth in Addendum A.

	 	8.	 	Site gas line meter.

	 	9.	 	Dewatering of ground water not resulting from action or inaction by contractor.

	 	10.	 	Soils stabilization methods not shown on plan or specifications which is not a result
of action or
inaction by the contractor.

	 	11.	 	Pest control.

	 	12.	 	It is to the General Contractors decision if he employees Guard service; but this
does not relieve
the responsibility of the contractor to protect all materials and work in place until the
time the
owner has taken full and final acceptance of same.

	 	13.	 	Eyewash at battery storage equipment by owner, rough-in and hock-up by contractor.

			
	 	 	 
	
	 	

 

 

 1 of 15

Updated:
3/18/2010

HFCP (Skechers)

EXHIBIT G Contractor Obligations

	 	 	 	 	 	 	 	 	 	 	 	 	 
	No.	 	General Description	 	Actual Text	 	Timing	 	Status	 	Notes	 	Resp.
	 	 	          Tentative Parcel Map Conditions of Approval	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P5

	 	Site Maintenance
	 	All undeveloped portions of the site shall be maintained in a manner that provides for the control of weeds, erosion and dust.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P12

	 	Archaeo/Paleo
	 	If potential historic,
archaeological, or paleontological resources are uncovered during excavation or construction activities at
the project site, work in the affected area will cease immediately and a qualified person (meeting the Secretary of the Interior’s
standards (36CFR61)) shall be consulted by the applicant to evaluate
the find, and as appropriate recommend alternative measures to
avoid, minimize or mitigate negative effects on the historic, prehistoric, or paleontological resource. Determinations and
recommendations by the consultant shall be implemented as deemed appropriate by the Community Development Director, in consultation
with the State Historic Preservation Officer (SHPO) and any and all affected Native American Tribes before any further work commences
in the affected area. (Advisory) If human remains are discovered, work in the affected area shall cease immediately and the County
Coroner shall be notified. If it is determined that the remains are
potentially native American, the California Native American
Heritage Commission and any and all affected native American Indians tribes such as the Morongo Band of Mission Indians or the
Pechanga Band of Luiseno Indians shall be notified and appropriate measures provided by State law shall be implemented.
	 	Construction
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P15

	 	Archaeology
	 	A qualified archaeologist and or tribal monitors from any affected Native American Indian tribes shall be present during grading
to evaluate and recommend appropriate actions for any archaeological deposits exposed by construction activity. The monitoring
archaeologist shall be empowered to halt grading in the vicinity of an exposed archaeological deposit until that deposit can be fully
evaluated. The consultant (i.e. archaeologist) shall consult with any and all affected Native American Indian tribes in the area on
any Treatment Plan prepared for the project.
	 	Grading
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P16

	 	Mitigation Measures
	 	Prior to the issuance of precise grading permits, mitigation measures contained in the Mitigation Monitoring Program approved with
this project shall be implemented as provided therein.
	 	Construction
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	B-1

	 	Applicable Codes
	 	The above project shall comply with the current California Codes (CBC, CEC, CMC and the CPC) as well as all other city ordinances.
All new projects shall provide a soils report. Plans shall be submitted to the Building Department as a separate submittal.
	 	Construction
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	F2

	 	Fire Flows
	 	The Fire Prevention Bureau is
required to set a minimum fire flow for the remodel or construction of all commercial buildings per
CFC Appendix B and Table B105.1. The applicant/developer shall provide documentation to show there exists a water system capable of
delivering 4000 GPM for 4 hour(s) duration at 20-PSI residual operating pressure. The required fire flow may be adjusted during the
approval process to reflect changes in design, construction type, or
automatic fire protection measures as approved by the Fire
Prevention Bureau. Specific requirements for the project will be determined at time of building plan submittal. (CFC 508.3, Appendix B
and MVMC 8.36.100 Section D). The 50% reduction in fire flow was granted for the use of fire sprinklers throughout the facility. The
reduction shall only apply to fire flow, hydrant spacing shall be per the fire flow requirements listed in CFC Appendix B and C.
	 	Construction
	 	 	 	 	 	HF/GC

 

 

 2 of 15

Updated:
3/18/2010

HFCP (Skechers)

EXHIBIT G Contractor Obligations

	 	 	 	 	 	 	 	 	 	 	 	 	 
	No.	 	General Description	 	Actual Text	 	Timing	 	Status	 	Notes	 	Resp.
	F3

	 	Fire Hydrants
	 	Industrial, Commercial, Multi-family, Apartment, Condominium, Townhouse or
Mobile Home Parks. A combination of on-site and off-site super enhanced fire
hydrants (6” x 4” x 4” x 2 1/2”) shall not be closer than 40 feet and more than
150 feet from any portion of the building as measured along approved emergency
vehicular travel ways. The required fire flow shall be available from any adjacent
fire hydrant(s) in the system. Where new water mains are extended along streets
where hydrants are not needed for protection of structures or similar fire
problems, super or enhanced fire hydrants as determined by the fire
code official
shall be provided at spacing not to exceed 500 feet of frontage for transportation
hazards.
	 	Construction
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	LD6

	 	Nuisances (This
condition is in both TPM
and Plot Plan)
	 	The developer shall monitor, supervise and control all construction and
construction supportive activities, so as to prevent these activities from causing
a public nuisance, including but not limited to, insuring strict adherence to the
following: a. Removal of dirt, debris, or other construction material deposited on
any public street no later than the end of each working day. b. Observance of
working hours as stipulated on permits issued by the Public Works
Department. c. The construction site shall accommodate the parking of all motor vehicles used by
persons working at or providing deliveries to the site. d. All dust control
measures per South Coast Air Quality Management District (SCAQMD) requirements
shall be adhered to during the grading operations. Violation of any condition or
restriction or prohibition set forth in these conditions shall subject the owner,
applicant, developer or contractor(s) to remedies as noted in the City Municipal
Code 8.14.090. In addition, the City Engineer or Building Official may suspend all
construction related activities for violation of any condition, restriction or
prohibition set forth in these conditions until such time as it has been
determined that all operations and activities are in conformance with these
conditions.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	LD7

	 	Downstream Properties
(This condition is in both
TPM and Plot Plan)
	 	The developer shall protect downstream properties from damage caused by
alteration of drainage patterns, i.e., concentration or diversion of flow.
Protection shall be provided by constructing adequate drainage facilities,
including, but not limited to, modifying existing facilities or by securing a
drainage easement.
	 	Grading
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	LD19

	 	SWPPP (This condition
is in both TPM and Plot
Plan)
	 	Prior to grading permit issuance, the developer shall prepare a Storm Water
Pollution Prevention Plan (SWPPP) in conformance with the State’s Construction
Activities Storm Water General Permit. A copy of the the current SWPPP shall be
kept at the project site and be available for review upon request. The SWPPP shall
be submitted to the City’s Storm Water Program Manager on compact disk(s) in
Microsoft Word format. The developer is required to bring the SWPPP to the grading
pre-construction meeting.
	 	Grading
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	LD40

	 	R-O-W Permits (This
condition is in both TPM
and Plot Plan)
	 	All work performed within the City right-of-way requires a construction
permit. As determined by the City Engineer, security may be required for work
within the right-of-way. Security shall be in the form of a cash deposit or other
approved means. The City Engineer may require the execution of a public
improvement agreement as a condition of the issuance of the construction permit.
All inspection fees shall be paid prior to issuance of construction permit.
	 	Construction
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	LD44

	 	Waste Management Plan
(This condition is in both
TPM and Plot Plan)
	 	Prior to issuance of a building permit, the developer shall submit for review
and approval, a Waste Management Plan (WMP) per City code and Land Development
Division requirements.
	 	Building

Permit
	 	 	 	 	 	HF/GC

 

 

 3 of 15

Updated:
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HFCP (Skechers)

EXHIBIT G Contractor Obligations

	 	 	 	 	 	 	 	 	 	 	 	 	 
	No.	 	General Description	 	Actual Text	 	Timing	 	Status	 	Notes	 	Resp.
	LD46

	 	Public Improvements
(This condition is in both
TPM and Plot Plan)
	 	Prior to issuance of a certificate of occupancy or building final,
the developer shall construct all public improvements in conformance
with applicable City standards, unless otherwise approved by the City
Engineer, including but not limited to the following applicable
improvements: a. Street improvements including, but not limited to:
pavement, base, curb and/or gutter, cross gutters, spandrel, sidewalks,
drive approaches, pedestrian ramps, street lights, signing, striping,
under sidewalk drains, landscaping and irrigation, medians, redwood
header boards, pavement tapers/transitions and traffic control devices
as appropriate. b. Storm drain facilities including, but not limited to:
storm drain pipe, storm drain laterals, open channels catch basins and
local depressions. c. City-owned utilities. d. Sewer and water systems
including, but not limited to: sanitary sewer, potable water and
recycled water. e. Under grounding of existing and proposed utility
lines less than 115,000 volts. f. Relocation of overhead electrical
utility lines including, but not limited to: electrical, cable and
telephone.
	 	Occupancy
	 	 	 	HF responsible
for Item  “f”
	 	HF/GC
	 

	 	 	 	 	 	 	 	 	 	 	 
	 

	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	LD47

	 	Utilities (This
condition is in both TPM
and Plot Plan)
	 	Prior to issuance of a certificate of occupancy or building final,
all existing and new utilities adjacent to and on-site shall be placed
underground in accordance with City of Moreno Valley ordinances.
	 	Occupancy
	 	 	 	No exisiting

utilites known
	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	LD48
	 	Water Quality
Improvements (This
condition is in both TPM
and Plot Plan)	 	Prior to issuance of a certification of occupancy or building final,
the Developer must comply with the following: a. Any required water
quality basins, associated treatment control BMPs, and associated
hardware per the approved civil drawing must be constructed, certified
and approved by the City Engineer including, but not limited to, piping,
forebay, aftbay, trash rack. b. An Engineer’s Line and Grade
Certification shall be provided to the City. c. Said facilities shall
pass a a flow test per City test procedures.
	 	Occupancy
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	LD50

	 	Aggregate Slurry (This
condition is in both TPM
and Plot Plan)
	 	Aggregate slurry, per Section 203-5 of Standard Specifications for
Public Works Construction, may be required just prior to acceptance of
street(s) into the City maintained road system at the discretion of the
City Engineer.
	 	Acceptance of Streets
	 	 	 	 	 	HF
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	LD55

	 	Caltrans Property (This
condition is in both TPM
and Plot Plan)
	 	Notwithstanding what is shown on the tentative parcel map and
grading plan, no grading on Caltrans property shall be permitted without
an encroachment permit.
	 	Grading
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	LD60

	 	Pavement Edge Treatment
(This condition is in both
TPM and Plot Plan)
	 	Prior to improvement plan approval, the plans shall show redwood
headers, or other pavement edge treatment as approved by the City
Engineer, at all edge-of-pavement locations in the public right-of-way.
If redwood header board is approved, the redwood header shall be
installed per the City Standard, using a nominal minimum of 2” wide by
6” deep board. This shall include, but not be limited to, the following
locations: a. Along the frontage of Parcels 1,2 and 4 of PM 35629, south
side of Eucalyptus Avenue, south edge of the east bound travel lane to
be constructed in Phase 1. b. Along the frontage of Parcel 4 of PM
35629, east side of Theodore Street, east edge of the northbound travel
lane to be constructed in Phase 2. c. Along the frontage of Parcel 3 of
PM 35629, west side of Redlands Boulevard, west edge of the southbound
travel lane to be constructed in Phase 3. d. Along the frontage of
Parcel 3 of PM 35629, south side of Eucalyptus Avenue, south edge of the
eastbound travel lane to be constructed in Phase 3. e. At proposed
pavement Transitions at edge of pavement. f. As required by the City
Public Works Inspector(s).
	 	Construction
	 	 	 	Phase 1 only
	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	LD62

	 	Caltrans Encroachment
(This condition is in both
TPM and Plot Plan)
	 	Prior to commencing any work within Caltrans right-of-way, the
developer shall obtain an encroachment permit from Caltrans. Work within
Caltrans right-of-way may include that work associated with storm drain
connections to existing freeway culverts, water line removal, water line
extension from north of the freeway including jack and bore operation,
power pole relocation and/or undergrounding, and any grading.
	 	Construction
	 	 	 	 	 	HF/GC

 

 

 4 of 15

Updated:
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HFCP (Skechers)

EXHIBIT G Contractor Obligations

	 	 	 	 	 	 	 	 	 	 	 	 	 
	No.	 	General Description	 	Actual Text	 	Timing	 	Status	 	Notes	 	Resp.
	LD72
	 	Grading Certification
(This condition is in both
TPM and Plot Plan)	 	Prior to issuance of a building
permit, final line and grade certification
shall be provided by the licensed engineer of record stating the building pad is
in substantial conformance with the approved grading ‘plan. For Parcel 1, the
developer shall coordinate with Land Development staff to facilitate partial pad
certification in conjunction with construction sequencing as approved by the City
Engineer. The relocation and/or abandonment of existing utilities and quitclaim of
existing easements shall be coordinated with the sequencing of the Parcel 1
development such that these do not interfere or encumber the particular building
area being developed at any given time.	 	Building

Permit
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	LD77

	 	Caltrans Jack and Bore
(This condition is in both
TPM and Plot Plan)
	 	Prior to occupancy for the proposed building in Phase 1, the developer shall
obtain an encroachment permit from Caltrans and complete the following jack and
bore operation for the installation of a proposed water line underneath SR-60 to
be located within Sinclair Street right-of-way north of the freeway. The developer
shall apply Caltrans crossing requirements to the portion of the water line that
will lie within Parcel G of the tentative parcel map.
	 	Occupancy
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	LD80

	 	Utilities (This
condition is in both TPM
and Plot Plan)
	 	Prior to occupancy of the proposed building in Phase 1, existing utilities
shall be relocated outside of Parcels G, 5, and 6, as identified on the tentative
parcel map (Parcels 5 and 6 to be dedicated as lettered lots on the final parcel
map), being offered for dedication for highway and road purposes.
	 	Occupancy
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	LD81

	 	Overhead Electrical
Service (This condition is
in both TPM and Plot
Plan)
	 	Prior to occupancy of the proposed
building in Phase 1, the developer shall
bring overhead electrical service to the building from the nearest source
identified by the developer to be located on the west side of Redlands Boulevard
near Dracaea Avenue. This will require the developer to bore under Redlands
Boulevard to the east side of Redlands Boulevard.
	 	Occupancy
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	LD83

	 	Infiltrometer Test (This
condition is in both TPM
and Plot Plan)
	 	In accordance with the City of Moreno Valley standards, the Double Ring
Infiltrometer field testing method per ASTM D3385 shall be utilized to perform
in-situ percolation testing in the location of proposed infiltration area
treatment control Best Management Practice (BMP) and the results included as an
amendment to the Final WQMP prior to issuance of the first occupancy.
	 	Occupancy
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	LD85

	 	Water Quality BMPs
(This condition is in both
TPM and Plot Plan)
	 	The Applicant shall select and implement treatment control BMPs that are
medium to highly effective for treating Pollutants of Concern (POC) for the
project. POC include project pollutants associated with a 303(d) listing or a
Total Maximum Daily Load (TMDL) for receiving waters. Project pollutants of
concern include: sediment/turbidity, nutrients, organic compounds, oxygen
demanding substances, and pathogens. Exhibit C of the document, “Riverside County
Water Quality Management Plan for Urban Runoff’ dated July 24, 2006 shall be
consulted for determining the effectiveness of proposed treatment BMPs.
	 	Construction
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	LD86

	 	Water Quality BMPs
(This condition is in both
TPM and Plot Plan)
	 	Overall, the proposed treatment control concept is accepted as the conceptual
treatment control BMP for the proposed site. The Applicant has proposed to
incorporate the use of combined detention and infiltration basins with underdrain
systems. Final design details of these detention and infiltration systems must be
provided in the first submittal of the F-WQMP. The size of the treatment control
BMP is to be determined using the procedures set forth in Exhibit C of the
Riverside County Guidance Document. The Applicant acknowledges that more area than
currently shown on the plans may be required to treat site runoff as required by
the WQMP Guidance Document.
	 	Construction
	 	 	 	 	 	HF/GC

 

 

 5 of 15

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HFCP (Skechers)

EXHIBIT G Contractor Obligations

	 	 	 	 	 	 	 	 	 	 	 	 	 
	No.	 	General Description	 	Actual Text	 	Timing	 	Status	 	Notes	 	Resp.
	LD88

	 	Water Quality BMPs (This condition is in
both TPM and Plot Plan)
	 	The Applicant shall, prior to building or grading permit closeout or the
issuance of a certificate of occupancy, demonstrate: a. That all structural BMPs
have been constructed and installed in conformance with the approved plans and
specifications; b. That all structural BMPs described in the F-WQMP have been
implemented in accordance with approved plans and specifications; c. That the
Applicant is prepared to implement all non-structural BMPs included in the F-WQMP,
conditions of approval, and building/grading permit conditions; and d. That an
adequate number of copies of the approved F-WQMP are available for the future
owners/occupants of the project.
	 	Occupancy
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	SD4

	 	Damage Repair (This condition is in both
TPM and Plot Plan)
	 	Any damage to existing landscape easement areas due to project construction
shall be repaired/replaced by the Developer, or Developer’s successors in
interest, at no cost to the Moreno Valley Community Services District.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	SD12

	 	Median Improvements (This condition is in
both TPM and Plot Plan)
	 	All median landscaping specified in the tentative map or in these Conditions
of Approval shall be constructed pursuant to the project phasing plan dated
December 10, 2008.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	TE1

	 	Signal Interconnect
	 	Install Citywide Communication System (Traffic Signal Interconnect) per City
Standards along Eucalyptus Avenue and Theodore Street.
	 	Occupancy
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	TE7

	 	Street Sweeping
	 	Prior to final approval of the street improvement plans, the developer shall
submit to the City a contract between the developer and a street sweeping company
for sweeping the streets during the warranty period, for the day shown on the
posted street sweeping signage. The contract shall include a contact person and
phone number for said contact person.
	 	SIP Approval
	 	 	 	Post-construction

only
	 	HF
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	TE8

	 	Traffic Control Plan
	 	Prior to issuance of a construction permit, construction traffic control plans
prepared by a qualified, Registered Civil or Traffic Engineer shall be
required.
	 	Construction
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	TE16

	 	Signing and Striping
	 	Prior to issuance of a certificate of occupancy, all approved signing and
striping shall be installed per current City Standards and the approved
plans.
	 	Occupancy
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	TE17

	 	Intersection and Roadway Improvements
	 	Prior to issuance of a certificate of occupancy for Phase 1, the project
applicant shall construct the intersection/roadway improvements identified in
TE11, TE12, and TE13 per the approved plans.
	 	Occupancy
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	TE19

	 	Driveways
	 	Prior to the issuance of a certificate of occupancy for the project, driveway
access at the following locations will be installed as follows: a) The easternmost
driveway: full access; b) The second driveway from the east: right-in, right-out
access by means of a raised median; c) The third driveway from the east (employee
parking lot): full access; d) The second driveway from the west: right-in,
right-out by means of a raised median; e) The westernmost driveway:
full access; f) Additional driveways for Phases 2 and 3 shall be reviewed at the time of their
entitlement, and conditions of approval shall be prepared as necessary regarding
access. NOTE: All truck driveways shall have curb return radii of 50 feet.
	 	Occupancy
	 	 	 	 	 	GC

 

 

 6 of 15

Updated:
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HFCP (Skechers)

EXHIBIT G Contractor Obligations

	 	 	 	 	 	 	 	 	 	 	 	 	 
	No.	 	General Description	 	Actual Text	 	Timing	 	Status	 	Notes	 	Resp.
	TE20

	 	Traffic Control, Signing/Striping
	 	Prior to the acceptance of streets into the City-maintained road
system, all approved traffic control and signing and striping shall be
installed per current City Standards and the approved plans.
	 	Acceptance of Streets
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	Parks(b)

	 	Contractor Licenses (This condition
is in both TPM and Plot Plan)
	 	The General Contractor shall be a
State of California Class ‘A’
General Engineering Contractor, per the Business and Professions Code
Section 7056, or a combination of State of California Class ‘C’ licenses
for which the work is being performed. Licenses must be current and in
good standing, for the duration of the project.
	 	General
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	Parks(f)

	 	Trail Grading (This condition is in
both TPM and Plot Plan)
	 	Grading certification and compaction tests for trails and bikeways
are required, prior to any trail or bikeway improvements being
installed.
	 	Grading
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	Parks(m)

	 	Trail Staking (This condition is in
both TPM and Plot Plan)
	 	The trail and bikeway shall be surveyed and staked by the developer.
The trail shall be inspected and approved by the Parks and Community
Services Director or his/her designee prior to the commencement of
related work.
	 	Grading
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	Parks(n)

	 	Trail Damage (This condition is in
both TPM and Plot Plan)
	 	Any damage to bikeways, trails, or fencing during construction shall
be repaired by the developer and inspected by the Parks and Community
Services Director or his/her designee; prior to Certificate of
Occupancy.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	Parks(o)

	 	Trail Accesses (This condition is in
both TPM and Plot Plan)
	 	Concrete access areas to trails with decomposed granite surfaces
shall be rough finished concrete (typically tine finish). The access
shall extend to the main trail flat surface.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	Parks(s)

	 	Landscape Damage (This condition is
in both TPM and Plot Plan)
	 	Any damage to existing landscape or hardscape areas due to project
construction shall be repaired/replaced by the developer, or developer’s
successors in interest, at no cost to the City or Community Services
District.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	Parks(t)

	 	Parks Inspections (This condition is
in both TPM and Plot Plan)
	 	All inspections shall be requested two (2) working days in advance
from the Parks and Community Services Department at the time of rough
and precise grading; fence and gate installation; curb and drainage;
flatwork; D.G. installation; graffiti coating; and final
inspection.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	PD1

	 	Site Fencing (This condition is in
both TPM and Plot Plan)
	 	Prior to the start of any construction, temporary security fencing
shall be erected. The fencing shall be a minimum of six (6) feet high
with locking, gated access and shall remain through the duration of
construction. Security fencing is required if there is: construction,
unsecured structures, unenclosed storage of materials and/or equipment,
and/or the condition of the site constitutes a public hazard as
determined by the Public Works Department. If security fencing is
required, it shall remain in place until the project is completed or the
above conditions no longer exist.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	PD2

	 	Project Signage (This condition is in
both TPM and Plot Plan)
	 	Prior to the issuance of grading permits, a temporary project
identification sign shall be erected on the site in a secure and visible
manner. The sign shall be conspicuously posted at the site and remain in
place until occupancy of the project. The sign shall include the
following: a. The name (if applicable) and address of the development.
b. The developer’s name, address, and a 24-hour emergency telephone
number.
	 	Grading
	 	 	 	 	 	HF/GC

 

 

 7 of 15

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3/18/2010

HFCP (Skechers)

EXHIBIT G Contractor Obligations

	 	 	 	 	 	 	 	 	 	 	 	 	 
	No.	 	General Description	 	Actual Text	 	Timing	 	Status	 	Notes	 	Resp.
	 
	 	Plot Plan Conditions of Approval	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P11
	 	Drainage	 	Prior to the issuance of any grading permits and prior to any physical
disturbance of any natural drainage course, for any area determined to contain
riparian vegetation, the applicant shall obtain a stream bed alteration agreement
or permit, or a written waiver of the requirement for such an agreement or
permit, from both the California Department of Fish and Game and the U.S. Army
Corps of Engineers. Written verification of such a permit or waiver shall be
provided to the Community Development Department—Planning Division and the
Public Works Department—Land Development Division.	 	Grading	 	 	 	For GC info
only. 

All permits by HF.	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P29
	 	Completion of Improvements	 	Prior to issuance of Certificates of Occupancy or building final, all
required landscaping, buildings, lighting, parking lot improvements including,
but limited to paving and striping, and irrigation shall be installed for the
required phase.	 	Occupancy	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P30
	 	Fences and Walls	 	Prior to the issuance of Certificates of Occupancy or building final, all
required and proposed fences and walls shall be constructed and installed for the
required phase according to the approved plans on file in the Community
Development Department—Planning Division.	 	Occupancy	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P31
	 	Landscape Review	 	Prior to issuance of Certificate of Occupancy or building final, all required
landscaping and irrigation, including basins, shall be reviewed by the Community
Development Department — Planning Division. The landscaping shall be installed
for the required phase in accordance with the City’s Landscape Standards the
approved landscape plans, and conditions of approval included in the grading and
building sections above.	 	Occupancy	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P35
	 	Construction Lighting	 	MM A-1 During project construction, the construction site manager or
supervisor shall ensure that construction lighting shall be limited to lighting
within the work area and light trespass shall be avoided through directional
lighting, shielding, and other similar control measures.	 	Construction	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P38
	 	Low Emission Construction	 	MM AQ-2 The project applicant shall meet CARB standards by assuring use of
lowest emission construction equipment reasonably available for use on this
project. The construction fleet average shall meet or exceed Tier II level and
the applicant shall project incentives in the bidding process in
selecting constructions contractors that propose the lowest-emission construction equipment (i.e., high pressure injectors; smaller engine sizes; electric
equipment; gasoline powered equipment with catalytic converters; and
alternatively fueled construction equipment). The applicant shall also provide
incentives in the bidding process in selecting grading and construction
contractors that propose the use of equipment using Level III diesel
particulate
filters.	 	Construction	 	 	 	GC will use
Level III diesel
particulate filters
if available.	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P39
	 	Equipment Maintenance	 	MM AQ-3 During project construction, construction equipment shall be properly
maintained in accordance with manufacturer’s specifications; maintenance shall
include proper tuning and timing of engines. During maintenance, precautions
shall be taken to ensure that fuel is not leaked onto the ground. Equipment
maintenance records and equipment design specification data sheets shall be kept
onsite during construction and subject to inspection by the SCAQMD.	 	Construction	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P40
	 	Equipment Idling	 	MM AQ-4 During project construction, the project applicant shall require all
contractors to turn off all construction equipment and delivery vehicles when not
in use or prohibit idling in excess of five (5) minutes.	 	Construction	 	 	 	 	 	GC

 

 

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HFCP (Skechers)

EXHIBIT G Contractor Obligations

	 	 	 	 	 	 	 	 	 	 	 	 	 
	No.	 	General Description	 	Actual Text	 	Timing	 	Status	 	Notes	 	Resp.
	P41

	 	Traffic Control
	 	MM AQ-5 Prior to issuance of a grading permit, the project applicant shall provide a traffic
control plan to the City of Moreno Valley that will describe in detail safe detours around the
project construction site with temporary traffic control (e.g., flag person) during
construction-related truck hauling activities, as required by the City. Construction activities
that affect traffic flow on the arterial system shall be minimized by scheduling such activities
to off-peak hours. Construction truck travel shall be routed to minimize travel on congested
streets and near to sensitive receptor areas. Construction traffic shall gain access to the
project site via Theodore Street and Eucalyptus Avenue to the greatest extent possible to minimize
traffic and dust along Redlands Boulevard. The traffic control plan is primarily intended as a
safety measure but also can minimize traffic congestion and delays that increase idling and
acceleration emissions. The traffic control plan shall be prepared in accordance with U.S.
Department of Transportation Federal Highways Administration Rule on Work Zone Safety 23 CFR 630
Subpart J. Developing and Implementing Traffic Management Plans for Work Zones.
	 	Grading
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P43

	 	Carpooling
	 	MM AQ-7A Construction Phases. Prior to the issuance of grading permits, the developer shall
provide documentation to the City of Moreno Valley indicating that construction workers will be
encouraged to carpool to the greatest extent practical, including providing information on park
and ride programs available to workers. The project shall also provide for lunch services onsite
during construction to minimize the need for offsite vehicle trips. Workers shall be informed in
writing and a letter placed on file at the City of Moreno Valley documenting the efforts to
encourage carpooling.
	 	Grading
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P45

	 	Electric Hook-ups
	 	MM AQ-8 During project construction, onsite electrical hook-ups shall be provided for electric
construction tools including saws, drills and compressors, to minimize the need for diesel powered
electric generators.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P46

	 	Rumble Strips
	 	MM AQ-9 During project construction, rumble or bumper strips or similar best management practices
shall be provided where vehicles enter and exit the construction site onto paved roads, or wash
off trucks or any equipment leaving the site with each trip.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P47

	 	Offsite Construction Hours
	 	MM AQ-10 Offsite construction improvements shall be limited to an 8-hour day during daylight hours.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P55

	 	Food Service
	 	MM AQ-18. Food services shall be provided onsite.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P64

	 	Archaeology
	 	MM CR-2. Project-related archaeological monitoring shall include the following constraints: 1) All
construction-related earthmoving shall be monitored to a depth of ten (10) feet below grade by the
Project Archaeologist or his/her designated representative; 2) Once 50 percent of the earth to be
moved has been examined by the Project Archaeologist, the Project Archaeologist may, at his or her
discretion, terminate monitoring if and only if no buried cultural resources have been detected;
3) If buried cultural resources are detected during monitoring, monitoring must continue until 100
percent of virgin earth within the study area has been disturbed and inspected by the Project
Archaeologist or his/her designated representative;
4) Grading shall cease in the area of a cultural artifact or potential cultural artifact as
delineated by the Project Archaeologist or his/her designated representative. Grading should
continue in other areas of the site while particular find are investigated; and 5) If cultural
artifacts are uncovered during grading, they shall be examined by a professional archaeologist
subject to MM CR-3, and decisions shall be made as to mitigation, treatment and/or disposition in
consultation with the culturally affiliated Tribe(s), as determined by the City. A
mitigation-monitoring report must accompany the artifacts.
	 	Grading
	 	 	 	 	 	HF/GC

 

 

9 of 15

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HFCP (Skechers)

EXHIBIT G Contractor Obligations

	 	 	 	 	 	 	 	 	 	 	 	 	 
	No.	 	General Description	 	Actual Text	 	Timing	 	Status	 	Notes	 	Resp.
	P65

	 	Cultural Resources
	 	MM CR-3. Should buried
prehistoric cultural resources be
encountered during monitoring,
the resources shall be evaluated
for significance in consultation
with the culturally affiliated
Tribe(s), as determined by the
City, following CEQA Guidelines
prior to continuance of grading
in the area.
	 	Grading
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P67

	 	Paleontology
	 	MM CR-5. (GP) Prior to the
issuance of a grading permit, a
City-approved Project
Paleontologist shall be retained
to initiate and supervise
paleontological
mitigation-monitoring in all
areas of the project, subject to
certain constraints found below:
	 	Grading
	 	 	 	 	 	HF/GC
	 

	 	 	 	1) Once excavations reach ten
(10) feet in depth, monitoring of
excavation in areas identified as
likely to contain paleontological
resources by a qualified
paleontological monitor or
his/her representative must take
place; 2) Paleontological
monitors shall be equipped to
salvage fossils as they are
unearthed to avoid construction
delays and to remove samples of
sediments that are likely to
contain the remains of small
fossil invertebrates and
vertebrates; 3) Monitors shall be
empowered to temporarily halt or
divert equipment to allow removal
of abundant or large specimens,
and 4) Monitoring may be reduced
if the potentially fossiliferous
units described herein are not
present, or, if present, are
determined upon exposure and
examination by qualified
paleontological personnel to have
low potential to contain fossil
resources.	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P68

	 	Discovery of Remains
	 	MM CR-6. Although considered
unlikely, there is always the
possibility that
ground-disturbing activities may
uncover previously unknown human
remains. Should this occur,
Section 7050.5 of the California
Health and Safety Code applies,
and the following procedures
shall be followed. In the event
of an accidental discovery or
recognition of any human remains,
California Health & Safety Code
7050.5 and California Public
Resource Code (PRC) Section
5097.98 must be followed. In this
instance, once project-related
earthmoving begins and if there
is accidental discovery or
recognition of any human remains,
the following steps shall be
taken: There shall be no further
excavation or disturbance of the
site or any nearby area
reasonably suspected to overlie
adjacent human remains until a
determination as to disposition
and treatment is made.
	 	Grading
	 	 	 	 	 	HF/GC
	 
	 

	 	 	 	The Riverside County Coroner
shall be contacted to determine
if the remains are Native
American and if an investigation
of the cause of death is
required. If the coroner
determines the remains to be
Native American, the coroner
shall contact the NAHC within 24
hours to allow the NAHC to
identify the person or persons it
believes to be the “most likely
descendant” (MLD) of the deceased
Native American. The MLD may make
recommendations and enter into
consultation with the landowner,
for means of treating or
disposing of, with appropriate
dignity, the human remains and
any associated grave goods as
provided in PRC Section 5097.98.	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P69

	 	Engineering Geologist
	 	The project will be subject to
the City’s Grading Ordinance and
all applicable California
Building Codes. MM GEO-1. During
excavation and grading activities
a qualified engineering geologist
shall observe the in-grading
excavation to confirm the absence
of any fault features within the
building site. If any currently
unknown fault features are
observed, such features shall be
evaluated by the geologist and,
if determined necessary,
remediation measures or other
measures as appropriate shall be
implemented to address such
features in accordance with
applicable City and State
requirements. The geologist’s
record of observations shall be
summarized in a final report to
be submitted to the City at the
conclusion of excavation/grading
activities.
	 	Grading
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P75

	 	Redlands Boulevard

Restrictions
	 	MM N-1 No construction Vehicles
on Redlands Boulevard south of
Future Eucalyptus Avenue. Other
than construction vehicles
necessary for identified offsite
improvements within Redlands
Boulevard, no construction
vehicles shall be allowed in the
vicinity of any residences on
Redlands Boulevard south of
exiting Fir/future Eucalyptus
Avenue. The prohibition for
construction traffic shall apply
to all phases of the proposed
project.
	 	Construction
	 	 	 	 	 	GC

 

 

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HFCP (Skechers)

EXHIBIT G Contractor Obligations

	 	 	 	 	 	 	 	 	 	 	 	 	 
	No.	 	General Description	 	Actual Text	 	Timing	 	Status	 	Notes	 	Resp.
	P76

	 	Nighttime Grading Restrictions
	 	MM N-2 No nighttime
grading or
construction within
1,200 Feet of
Residences south of
Future Eucalyptus
Avenue. City
grading hours are
from 7 a.m. to 8
p.m., Monday
through Friday. No
grading or
construction
activities shall
occur at night (8
p.m. to 7 a.m.)
within 1,200 feet
from any
noise-sensitive
land uses (i.e.
occupied residences
including yard
areas, schools,
etc.) located south
of SR-60 (Exhibit

5.11-6 shows the
current location of
occupied
residences). Prior
to the issuance of
a grading permit,
the project
applicant shall
submit a Noise
Reduction
Compliance Plan
(NRCP) to the City
as part of the
grading permit
submittal showing
the limits of
nighttime
construction based
on the location of
occupied
residential
dwellings and their
associated parcels,
and other noise
sensitive uses. The
limits of nighttime
grading or
construction shall
be shown on the
NRCP and grading
plan submitted to
the City. The
limits of
construction
allowed at night
shall be staked or
posted on site, and
contractors will be
provided with a
copy of the plan
showing the limits
of nighttime
construction. In
the event any new
residential units
or other noise
sensitive land uses
are
built and occupied
in the vicinity of
the project site
prior to completion
of Phase 1
construction,
nighttime
construction and
grading activities
shall be prohibited
within 1,200 feet
of such residences.
Compliance shall be
demonstrated
through a
modification of the
NRCP. With the
implementation of
this mitigation
measure, the
loudest noise level
that would be
experienced at any
developed
residential parcel
would be less than
55 dBA (Leq) during
the nighttime, and
this level would be
consistent with the
limits established
in the City’s Noise
Ordinance.
Compliance with
these standards
during Phase 1
construction of the
project should be
assured through the
Noise Reduction
Compliance Plan
(NRCP) and periodic
monitoring of noise
levels at developed
residential parcels
within 1,200 feet
of the project
site.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P77

	 	Daytime Construction Noise
	 	MM N-3 Daytime
Construction Noise.
City grading hours
are from 7 a.m. to
8 p.m., Monday
through Friday. If
project site
grading activities
must occur within
560 fee of
noise-sensitive
land uses during
the daytime (7 a.m.
to 8 p.m.), then
temporary sound
barriers of
sufficient height
and density to
reduce daytime
noise levels to 60
dBA (Leq) or less
shall be placed
between the grading
activities and the
noise-sensitive
land uses. Prior to
the issuance of a
grading permit, the
developer shall
submit a NRCP to
the City as part of
the grading permit
submittal showing
the limits of
daytime
construction based
on the 560 foot
setback in relation
to the location of
occupied
residential
dwellings and their
associated parcels
and other noise
sensitive uses. In
the event any new
residential units
or other noise
sensitive land uses
are built and
occupied in the
vicinity of the
project site prior
to completion of
Phase 1
construction, the
NRCP shall be
modified to show
the revised new 560
foot setback for
day time
construction and
grading activities
in relation to the
new residences.
With the
implementation of
this mitigation
measure the loudest
noise level that
would be
experienced at any
developed
residential parcel
would be less than
60 dBA (Leq) during
the daytime, and
these levels would
be consistent with
the limits
established in the
City’s Noise
Ordinance.
Compliance with
these standards
during Phase 1
construction of the
project should be
assured through the
NRCP and periodic
monitoring of noise
levels at developed
residential parcels
within 560 feet of
the project site.
This mitigation
measure does not
apply to off-site
construction.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P78

	 	Equipment Maintenance
	 	MM N-4 Require
Equipment
Maintenance. All
construction
equipment shall be
maintained in good
working order and
fitted with the
appropriate
silencers, mufflers
or acoustic covers
where applicable.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P79

	 	Material Stockpiles
	 	MM N-5 Locate
material Stockpiles
1,200 Feet from
Residences south of
the Freeway.
Material stockpiles
shall be located at
least 1,200 feet
from residences
south of future
Eucalyptus Avenue
along Theodore
Street and Redlands
Boulevard. Remotely
locating the
stockpiles reduces
the noise at the
residences from
equipment traveling
to and from the
stock piles and the
noise that is
sometimes
associated with
handling of
material.
	 	Grading
	 	 	 	 	 	GC

 

 

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HFCP (Skechers)

EXHIBIT G Contractor Obligations

	 	 	 	 	 	 	 	 	 	 	 	 	 
	No.	 	General Description	 	Actual Text	 	Timing	 	Status	 	Notes	 	Resp.
	P80

	 	Turn Lanes
	 	MM TT-1. (CO) Prior to issuance of Certificate of Occupancy for Phase 1,
turn lanes shall be improved along Theodore Street at SR-60 and at
Eucalyptus Avenue. In addition, minor pavement shall be added to the
Eastbound and West bound State Route 60 Freeway ramp intersections with
Theodore Street to accommodate truck turning movements. These proposed
improvements should enhance safety and improve mobility between the
freeway and Eucalyptus Avenue.
	 	Occupancy
	 	 	 	Plans by HF.
Construction by GC.
	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P83

	 	Turn Lanes
	 	MM TT(C)-1. (CO) Prior to issuance of certificate of occupancy for Phase
1 of the project, turn lanes shall be provided along Theodore Street at
SR-60 and at Eucalyptus Avenue. In addition, minor pavement shall be
added to the Eastbound and West bound State Route 60 Freeway ramp
intersections with Theodore Street to accommodate truck turning
movements These proposed improvements should enhance safety and improve
mobility between the freeway and Eucalyptus Avenue.
	 	Occupancy
	 	 	 	Plans by HF.
Construction by GC.
	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P93

	 	Biodiesel Fuel
	 	MM GCC-7 During onsite construction phases of mass grading, fine
grading, and building (excluding asphalt paving, trenching, and offsite
improvements), off-road construction equipment shall use biodiesel fuel
(a minimum of B20, or 20 percent of biodiesel). Construction equipment
exempt from this measure include those with warranties that would be
voided if B20 biodiesel fuel is used. Prior to issuance of grading
permits, the applicant shall provide documentation to the City that
verifies that certain equipment are exempt; that a biodiesel supply has
been secured; and that the construction contractor is aware that the use
of biodiesel is required.
	 	Grading
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	F4

	 	Fire Turnaround
	 	During phased construction, dead end roadways and streets which have not
been completed shall have a turn-around capable of accommodating fire
apparatus.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	F6

	 	Emergency Fire Access
	 	Prior to building construction, all locations where structures are to be
built shall have an approved Fire Department emergency vehicular access
road (all weather surface) capable of sustaining an imposed load of
80,000 lbs. GVW, based on street standards approved by the Public Works
Director and the Fire Prevention Bureau.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	F7

	 	Fire Access Roads
	 	Prior to building construction, fire lanes and fire apparatus access
roads shall have an unobstructed width of not less the twenty-four (24)
or thirty (30) feet as approved by the Fire Prevention Bureau and an
unobstructed vertical clearance of not less the thirteen (13) feet six
(6) inches.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	F8

	 	Road Grade
	 	All roads, driveways and private roads shall not exceed 12 percent grade.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	F9

	 	Emergency
	 	If construction is phased, each phase shall provide an approved
emergency vehicular access way for fire protection prior to any building
construction.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	F10

	 	Fire Access
	 	Prior to construction, all locations where structures are to be built
shall have an approved Fire Department access based on street standards
approved by the Public Works Director and the Fire Prevention Bureau.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	F11

	 	Fire Turnarounds
	 	Prior to building construction, dead end roadways and streets which have
not been completed shall have a turnaround capable of accommodating fire
apparatus.
	 	Construction
	 	 	 	 	 	GC

 

 

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HFCP (Skechers)

EXHIBIT G Contractor Obligations

	 	 	 	 	 	 	 	 	 	 	 	 	 
	No.	 	General Description	 	Actual Text	 	Timing	 	Status	 	Notes	 	Resp.
	F14

	 	Reflective Markers
	 	Prior to issuance of Certificate
of Occupancy or Building Final,
“Blue Reflective Markers” shall
be installed to identify fire
hydrant locations in accordance
with City specifications.
	 	Occupancy
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	F15

	 	Building Numbers
	 	Prior to issuance of Certificate
of Occupancy or Building Final,
all commercial buildings shall
display street numbers in a
prominent location on the street
side and rear access locations.
The numerals shall be a minimum
of twelve (12) inches in height
for buildings and six (6) inches
in height for suite
identification on a contrasting
background. Unobstructed lighting
of the address(s) shall be by
means approved by the Fire
Prevention Bureau and Police
Department. In multiple suite
centers (strip malls), businesses
shall post the name of the
business on the rear door(s).
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	F16

	 	Fire Sprinklers
	 	Prior to issuance of Certificate
of Occupancy or Building Final,
the applicant/developer shall
install a fire sprinkler system
based on square footage and type
of construction, occupancy or
use. Fire sprinkler plans shall
be submitted to the Fire
Prevention Bureau for approval
prior to installation.
	 	Occupancy
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	F17

	 	Fire Alarm
	 	Prior to issuance of Certificate
of Occupancy or Building Final,
the applicant/developer shall
install a fire alarm system
monitored by an approved
Underwriters Laboratory listed
central station based on a
requirement for monitoring the
sprinkler system, occupancy or
use. Fire alarm panel shall be
accessible from exterior of
building in an approved location.
Plans shall be submitted to the
Fire Prevention Bureau for
approval prior to installation.
	 	Occupancy
	 	 	 	Flow switches by
GC, Alarm System by
SKX.
	 	HF/GC/SKX
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	F18

	 	Knox Box
	 	Prior to issuance of a
Certificate of Occupancy or
Building Final, a “Knox Box Rapid
Entry System” shall be provided.
The Knox-Box shall be installed
in an accessible location
approved by the Fire Chief. The
Knox-Box shall be supervised by
the alarm system and all exterior
security emergency access gates
shall be electronically operated
and be provided with Knox key
switches for access by emergency
personnel.
	 	Occupancy
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	F22

	 	Fire Accesses
	 	The angle of approach and
departure for any means of Fire
Department access shall not
exceed 1 ft drop in 20 ft (0.3 m
drop in 6 m), and the design
limitations of the fire apparatus
of the Fire Department shall be
subject to approval by the AHJ.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	F23

	 	Paved Access
	 	Prior to issuance of the building
permit for development,
independent paved access to the
nearest paved road, maintained by
the City shall be designed and
constructed by the developer
within the public right of way in
accordance with City Standards.
	 	Construction
	 	 	 	Compliance with the
Fire Access Plan
satisfies this
condition.
	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	F26

	 	Fire Safety
	 	Approval of the safety
precautions required for
buildings being constructed,
altered or demolished shall be
required by the Fire Chief in
addition to other approvals
required for specific operations
or processes associated with such
construction, alteration or
demolition.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	F29

	 	Fire Inspections
	 	Construction or work for which
the Fire Prevention Bureau’s
approval is required shall be
subject to inspection by the Fire
Chief and such construction or
work shall remain accessible and
exposed for inspection purposes
until approved.
	 	Construction
	 	 	 	 	 	GC

 

 

13 of 15

Updated: 3/18/2010

HFCP (Skechers)

EXHIBIT G Contractor Obligations

	 	 	 	 	 	 	 	 	 	 	 	 	 
	No.	 	General Description	 	Actual Text	 	Timing	 	Status	 	Notes	 	Resp.
	F30

	 	Fire Inspections
	 	The Fire Prevention
Bureau shall
maintain the
authority to
inspect, as often
as necessary,
buildings and
premises, including
such other hazards
or appliances
designated by the
Fire Chief for the
purpose of
ascertaining and
causing to be
corrected any
conditions which
would reasonably
tend to cause fire
or contribute to
its spread, or any
violation of the
purpose or
provisions of this
code and of any
other law or
standard affecting
fire safety.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	F35

	 	Median Breaks
	 	Prior to
Certificate of
Occupancy all
locations where
medians are
constructed and
prohibit vehicular
ingress/egress into
or away from the
site, provisions
must be made to
construct a
median-crossover at
all locations
determined by the
Fire Marshal and
the City Engineer.
Prior to the
construction,
design plans will
be submitted for
review and approval
by the City
Engineer and all
applicable
inspections
conducted by Land
Development
Division.
	 	Occupancy
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	LD39

	 	Partial Pad Certification
	 	The developer shall
coordinate with
Land Development
staff to facilitate
partial pad
certification in
conjunction with
construction
sequencing as
approved by the
City Engineer.
	 	Grading
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	LD52

	 	Caltrans Property
	 	Not withstanding
what is shown on
the tentative
parcel map and
grading plan, no
grading on Caltrans
property shall be
permitted without
an encroachment
permit.
	 	Grading
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	TE17

	 	Intersection/Roadway

Improvements
	 	Each gated entrance
shall be provided
with the following,
or as approved by
the City Traffic
Engineer: a) A
storage lane with a
minimum of 75 feet
queuing length for
entering traffic;
b) Appropriate
signing and
striping; c) The
employee gated
entrance along
Eucalyptus Avenue
shall remain open
for a half hour
prior to and a half
hour after a shift
change.
	 	Occupancy
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	 

	 	Settlement Agreement Terms	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	2

	 	Tier II/Tier Ill Equipment
	 	Highland Fairview
shall include a
requirement in the
contract with the
general contractor
for the Project
that all off-road
equipment with a
horsepower rating
of 25 hp or greater
used on the Project
Site during the
construction of the
Project will meet a
minimum Tier II
rating and at least
80% of such
equipment will meet
a minimum Tier III
rating and that the
general contractor
certify that this
requirement has
been satisfied.
Highland Fairview
shall provide a
copy of the
certification to
the Sierra Club
upon receipt of the
certification from
the general
contractor.
	 	Contract
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	3

	 	Diesel-powered portable

generators prohibited
	 	Highland Fairview
shall include a
requirement in the
contract with the
general contractor
for the Project
that diesel-powered
portable generators
not be used during
the construction of
the Project.
	 	Contract
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	4b

	 	Energy Demand Documents
	 	Provide the City
and the Sierra Club
with the
appropriate design
documents
demonstrating that
the electrical
energy demand of
the 50,000 sq. ft.
office portion of
the Skechers
Building will be
met by the solar
cells to be mounted
on the roof of the
Skechers Building.
	 	Occupancy
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	4c

	 	Roof Design
	 	Design and
construct the roof
of the Skechers
Building to
accommodate the
maximum number of
solar cells.
	 	Construction
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	5

	 	Solar Water Heaters
	 	Highland Fairview
shall provide solar
water heaters,
which may include
supplemental
conventional
heating sources,
throughout the
Project for all
personal uses, such
as bathrooms and
showers, but not
for industrial
uses.
	 	Construction
	 	 	 	 	 	GC

 

 

14 of 15

Updated: 3/18/2010

HFCP (Skechers)

EXHIBIT G Contractor Obligations

	 	 	 	 	 	 	 	 	 	 	 	 	 
	No.	 	General Description	 	Actual Text	 	Timing	 	Status	 	Notes	 	Resp.
	6

	 	Signage
	 	Highland Fairview
shall provide the
signs required by
Mitigation measure
AQ-11 at
locations, and of a
size, to be easily
readable from
future Eucalyptus
Avenue.
	 	Occupancy
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	8

	 	On-Site Signage
	 	Highland Fairview
shall provide
on-site signs
directing large
trucks (over 10,000
pounds) will be
required to make a
left turn, towards
Theodore Street,
when exiting the
Project Site unless
prohibited by the
City from doing so.
	 	Occupancy
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	9

	 	Median
	 	Highland Fairview
shall provide the
landscaped median
in Eucalyptus
Avenue between
Redlands Boulevard
and Theodore Street
in substantially
the form currently
planned, as shown
on Exhibit A,
subject to final
approval by the
City.
	 	Occupancy
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	13

	 	LEED
	 	The Skechers
Building has been
designed with the
goal of achieving
LEED silver
certification.
Highland Fairview
shall seek to
obtain the highest
commercially
reasonable level of
LEED certification
of the Skechers
Building and shall,
in any event, take
all of the actions
set forth on
Exhibit B. As used
in this Agreement,
“commercially
reasonable” shall
mean that the
actions involved
are capable of
being accomplished
in a successful
manner within a
reasonable period
of time taking into
account economic
and other
circumstances that
would be considered
by a prudent
commercial entity.
	 	LEED Certification
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	15

	 	Driveway Design
	 	To the extent
consistent with the
Project Approvals
and adopted City
regulations and
policies: a. The
design and
installation of
improvements and
signs shall direct
all large trucks
(over 10,000
pounds) to use
Theodore Street,
rather than
Redlands Boulevard,
when entering or
leaving the Project
Site unless the
site-specific
traffic analysis
required prior to
the approval of a
plot plan for Phase
III (Condition TE3
of the Project
Approvals, City
Council Resolution
2009-10) provides
compelling evidence
that: (i) Keeping
large trucks (over
10,000 pounds) off
of Redlands
Boulevard will
cause Eucalyptus
Avenue, Theodore
Street or its on-
or off-ramps to
State Route 60 to
fall below the
City’s Level of
Service Standard;
and (ii) mitigation
within the limits
of the currently
planned
right-of-way of
Theodore Street is
unavailable to
improve the Level
of Service to
acceptable levels:
	 	Construction
	 	 	 	 	 	HF/GC
	 

	 	 	 	and (iii) Allowing
large trucks (over
10,000 pounds) to
use Redlands
Boulevard will not
cause Redlands
Boulevard to fall
below the
applicable City’s
Level of Service
Standards after
mitigation. b. To
the extent that any
part of
subparagraph a
above is found not
to be consistent
with existing
Project Approvals
or City regulations
or policies,
Highland Fairview
shall apply for and
the City will
consider, under its
existing procedures
and preserving the
Council’s
legislative and
discretionary
policy authority,
modifications of
conditions, and/or
amendments to
existing Project
Approvals,
regulations and
policies.	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	 

	 	 	 	LEED Projected Certification Items	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	 

	 	Construction Waste Management
	 	The project will
recycle and/or
salvage a minimum
of 50% (by weight)
of non-hazardous
construction and
demolition debris.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	 

	 	Recycled Content
	 	The project will
use materials with
recycled content
such that the sum
of post-consumer
recycled content
plus one-half of
the pre-consumer
content constitutes
at least 10%
(cost-base) on the
total value of the
materials in the
project.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	 

	 	Regional Materials
	 	The project will
use building
materials or
products that have
been extracted,
harvested or
recovered, as well
as manufactured,
within 500 miles of
the project site
for a minimum of 10% (cost-based) of
the total materials
value.
	 	Construction
	 	 	 	 	 	GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	 

	 	Increased Ventilation
	 	The project will
develop and
implement an Indoor
Air Quality (IAQ)
Management Plan for
the construction
and pre-occupancy
phases of the
building.
	 	Construction
	 	 	 	 	 	GC

 

 

15 of 15

Updated: 3/18/2010

HFCP (Skechers)

EXHIBIT G Contractor Obligations

	 	 	 	 	 	 	 	 	 	 	 	 	 
	No.	 	General Description	 	Actual Text	 	Timing	 	Status	 	Notes	 	Resp.
	 

	 	Innovation in Design
	 	The project will
utilize
locally-sourced
concrete and
interior fixtures
providing a 50%
water use savings.
	 	Construction
	 	 	 	 	 	HF/GC
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	 

	 	75% of Construction
Waste Salvaged or
Recycled
	 	The project will
salvage or recycle
as much
construction waste
as is feasible, but
in no case less
than 50% by weight
of such waste. The
project will
utilize recycled
(crushed) concrete
during construction
for temporary
access roads and
for paving base
where acceptable.
The project is
directing green
waste from clearing
operations during
construction, to a
location for
mulching and will
be re-used.
	 	Construction
	 	 	 	 	 	GC

NOTE: All design issues are generally the responsibility of Highland Fairview, as they relate to
these Conditions of Approval.

 

 

EXHIBIT H

SETTLEMENT AGREEMENT

     This settlement agreement (this “Agreement”) is made at Moreno Valley, California as of January
7, 2010, between the SIERRA CLUB, a California not-for-profit corporation, on the one
hand, and THE CITY OF MORENO VALLEY (the “City”), HIGHLAND FAIRVIEW PARTNERS, I, a California
general partnership, HIGHLAND FAIRVIEW PARTNERS, II, a California general partnership, HIGHLAND
FAIRVIEW PARTNERS, III, a Delaware general partnership, and HIGHLAND FAIRVIEW PARTNERS,
IV, a Delaware partnership, and HF LOGISTICS I, LLC, a California limited liability company,
(collectively, “Highland Fairview”), on the other hand, with the respect to the following
facts:

     A. Highland Fairview is the owner of a site located in the City. The site, which contains
approximately 158 acres, is bounded on the north by State Route 60, on the east by Theodore Street,
on the south by future Eucalyptus Avenue and on the west by Redlands Boulevard (the “Project
Site”).

     B. Highland Fairview intends to develop the Project Site in three phases with a total of 2,620,000
square feet of logistic uses, associated office space, and commercial uses (the “Project”). The
Project is known as the Highland Fairview Corporate Park.

     C. The first phase of the Project will include a building containing 1,820,000 square feet which
has been leased to Skechers USA, Inc. (“Skechers”). The building will be used primarily for
logistic uses and some associated office and commercial facilities (the “Skechers Building”).

     D. Highland Fairview also owns approximately 1,800 acres of land located south and east of the
Project Site which is subject to the Moreno Highlands Specific Plan (the “Specific Plan Area”)
which has vested development rights under a development agreement. Highland Fairview is considering
developing the Specific Plan Area in the near future and may, as part of that development, seek to
include industrial uses in areas not currently so designated in the Moreno Highlands Specific Plan.

     E. On February 10, 2009, the City Council certified that environmental impact report P07-157 (the
“EIR”) analyzing the environmental impacts of the Project had been prepared in compliance with the
California Environmental Quality Act (“CEQA”) and then granted a number of approvals including
general plan amendment PA07-0089, change of zone PA07-0088, tentative parcel map 35629, PA07-0090
and plot plan PA07-0091 for the Project (the “Project Approvals”).

     F. The development of the Specific Plan Area is unrelated to the that of the Project and no
development of the Specific Plan Area has been authorized by the Project Approvals.

     G. On February 20. 2009, the Sierra Club filed a lawsuit entitled Sierra Club v. City
of Moreno Valley, Riverside Superior Court Case No. RIC 519566, which sought to set aside
the Project Approvals, primarily on the basis that the EIR failed to comply with CEQA (the
“Lawsuit”).

1

 

     H. The Sierra Club, the City and Highland Fairview wish to resolve the dispute between them
concerning the Lawsuit, the Project and the development of the Project Site on the terms set forth
in this Agreement. Further, they seek to work together to pursue areas of common interest.

     I. The Sierra Club wants the City to adopt a climate action plan and a solar energy incentive
program and to require additional Code enforcement for commercial properties in order to decrease
the emission of greenhouse gases, conserve energy and protect the health of the City’s inhabitants.
Highland Fairview concurs that the plans, programs and actions sought by the Sierra Club could be
beneficial, endorses them and will use its best efforts to encourage the City to consider them. The
City believes that the actions desired by the Sierra Club are worthy of consideration, but cannot
and does not commit to their adoption. The City Council, in response to the Sierra Club’s concerns,
has directed staff to prepare both a climate action plan, projected to be available for
consideration by the Council within 18 months, and to review possible participation in the Western
Riverside County Council of Governments’ proposed program to facilitate the production of solar
energy, including the use of the financing mechanism available under
AB 811. However, because all
of the plans, programs and actions are solely within the City Council’s legislative authority which
cannot be contracted away neither the City nor Highland Fairview can guarantee that either of them
will be adopted.

     J. The Sierra Club is concerned that truck traffic serving the Project could unduly
impact Redlands Boulevard and wants that truck traffic to use. Theodore Street to the greatest
extent practical. Neither the City nor Highland Fairview has any objection to reducing the amount
of truck traffic using Redlands Boulevard.

     K. The Sierra Club has been concerned about truck traffic on a portion of Ironwood Avenue. The City
Council, in response to the Sierra Club’s concerns, has eliminated the truck route designation for
Ironwood Avenue between Moreno Beach Drive and Theodore Street.

     L. The Sierra Club further wants Skechers to take several steps to minimize the emission of
greenhouse gases. These steps are solely within the control of Skechers and require Skechers’
agreement in order to allow Highland Fairview to take the actions specified in this Agreement.
Highland Fairview concurs that the actions sought by the Sierra Club could be beneficial and wants
to assist the Sierra Club in seeing that they are seriously considered. However, because Highland
Fairview does not control Skechers’ actions, it cannot guarantee
that any of them will occur.

     M. This Agreement is acknowledged by the parties to be a compromise settlement and does not
constitute an admission of the validity of any claims which have been, or might have been, made in
the Lawsuit. However, Highland Fairview desires that the settlement be comprehensive with respect
to the Project and that there shall be no further opposition to the Project on the terms set out in
this Agreement.

2

 

     N. Civil Code § 1542 states:

“A general release does not extend to claims which the creditor does not know or suspect to exist
in his or her favor at the time of executing the release which if known by him or her must have
materially affected his or her settlement with the debtor.”

     IN LIGHT OF THE FOREGOING FACTS, II IS MUTUALLY AGREED THAT:

     1. Immediately upon the execution of this Agreement, the Sierra Club shall dismiss the Lawsuit in
its entirety and as to all parties, with prejudice, and shall then provide conformed copies of the
dismissal to Robert L. Hansen, the City’s Interim City Attorney, and to Kenneth B. Bley, Highland
Fairview’s counsel.

     2. Highland Fairview shall include a requirement in the contract with the general contractor for
the Project that all off-road equipment with a horsepower rating of 25 hp or greater used on the
Project Site during the construction of the Project will meet a minimum Tier II rating and at least
80% of such equipment will meet a minimum Tier III rating and that the general contractor certify
that this requirement has been satisfied. Highland Fairview shall provide a copy of the
certification to the Sierra Club upon receipt of the certification from the general contractor

     3. Highland Fairview shall include a requirement in the contract with the general contractor for
the Project that diesel-powered portable generators not be used during the construction of the
Project.

     4. Highland Fairview shall:

     a. Provide the amount of electrical power generated through solar cells mounted on the roof of the
Skechers Building to the extent needed to provide for the estimated energy demand of the 50,000 sq
ft office portion of the Skechers Building. The construction of the solar cells will be initiated
within six months of Skechers’ occupancy of the Building and completed within 18 months of
Skechers’ occupancy of the Building. Highland Fairview
anticipates that AB 811 sources of funds
will be used to finance the construction of the solar cells as well as incentive programs from the
City electrical utility which axe comparable to the programs offered by Southern California Edison,
i.e., which will yield the same economic result, but such programs are not yet adopted by
the City and may not be; and

     b. Provide the City and the Sierra Club with the appropriate design documents demonstrating that
the electrical energy demand of the 50,000 sq ft office portion of the Skechers Building will be
met by the solar cells to be mounted on the roof of the Skechers Building; and

     c. Design and construct the roof of the Skechers Building to accommodate the maximum number of
solar cells; and

     d. Increase the amount of electrical power generated through solar cells mounted on the roof of the
Skechers Building within ten years to provide 100% of the

3

 

energy needed for the Project to the extent that it is reasonably and economically feasible for
Highland Fairview to do so. This will largely depend upon the policies adopted by the City’s
electrical utility with respect to the subsidization of solar-generated electrical energy, which
requires a rate of not less than $0.22 per kilowatt-hour, the rate currently paid by Southern
California Edison under its performance-based incentive program, and provisions on a par with
Southern California Edison’s solar subsidy programs. Further, Highland Fairview will expand the
solar energy generating capacity of the Skechers Building based upon the benefits afforded through
AB 811 financing and grants, incentives provided by the City’s electrical utility, federal and
state tax programs and commercially reasonable financing such that the maximum investment does not
exceed $7,500,000 and the projected after-tax return generated is at least 5.5% over the rate for
20 year United States Treasury bonds but not less than 10% in any event. Should Highland Fairview
develop solar capacity beyond the energy usage required by the Project, the excess energy will be
sold to a utility provider at a mutually agreeable negotiated rate. Highland
Fairview can not guarantee that any increase in the amount of electrical power generated through
solar cells will occur because neither the necessary policies nor the rate to be paid have been
adopted by the City and may not be.

     5. Highland Fairview shall provide solar water heaters, which may include supplemental
conventional heating sources, throughout the Project for all personal uses, such as bathrooms and
showers, but not for industrial uses.

     6. Highland
Fairview shall provide the signs required by Mitigation Measure AQ-11 at locations,
and of a size, to be easily readable from future Eucalyptus Avenue.

     7. Highland Fairview shall physically configure the access areas to future Eucalyptus
Avenue so that large trucks (over 10,000 pounds) will be required to make a left turn, towards
Theodore Street, when exiting the Project Site unless prohibited by the City from doing so.

     8. Highland Fairview shall provide on-site signs directing large trucks (over 10,000 pounds)
leaving the Project Site to use Theodore Avenue unless prohibited by the City from doing so.

     9. Highland Fairview shall provide the landscaped median in Eucalyptus Avenue between Redlands
Boulevard and Theodore Street in substantially the form currently planned, as shown on Exhibit A,
subject to final approval by the City.

     10. Highland Fairview shall provide a disclosure document in substantially the following form to
each buyer/lessee of any residential unit developed on property owned by Highland Fairview which is
located southerly of State Route 60 and within 300 feet of the Project Site. The document shall be
signed by the buyer/lessee and recorded against the unit:

     “Buyer/Lessee acknowledges that the property which Buyer/Lessee is purchasing/leasing is
located in the vicinity of the Highland Fairview Corporate Park project. Buyer/Lessee acknowledges
that, in addition to commercial and office uses, there are, or may be, distribution warehouses for
national and regional

4

 

Companies
located within the Corporate Park project. As a result of these uses, there will be
automobile and truck traffic, which may operate on a 24/7 basis for pick up and delivery of
products from various buildings from within the Corporate Park project. There may also be increased
diesel fumes, which contain toxic air contaminants which are known to cause cancer, noise and light
as a result of the operations of these facilities. A copy of the Highland Fairview Corporate Park
Environmental Impact Report, which includes a detailed evaluation of the potential impacts of the
Corporate Park project, has been made available for the Buyer’s/Lessee’s review.”

     11. Highland
Fairview shall within 30 days of the receipt of a written request from the Sierra Club,
contribute $100,000 to the Riverside Land Conservancy. The
contribution may only be used for the
preservation of agriculture through the purchase of agricultural land or of agricultural
conservation casements on agricultural land located in Riverside County.

     12. If Highland Fairview includes industrial uses in areas not currently designated for industrial
uses in the Moreno Highlands Specific Plan, it shall provide buffers of commercial uses within the
Specific Plan Area between industrial uses and residential uses. The extent of the buffers shall be
determined by appropriate technical studies conducted by a qualified third party air quality
expert, selected and paid for by Highland Fairview, subject to the City’s approval.

     13. The Skechers building has been designed with the goal of achieving LEED silver certification.
Highland Fairview shall seek to obtain the highest commercially reasonable level of LEED
certification of the Skechers Building and shall, in any event, take all of the actions set forth
on Exhibit B. As used in this Agreement, “commercially reasonable” shall mean that the actions
involved are capable of being accomplished in a successful manner within a reasonable period of
time taking into account economic and other circumstances that would be considered by a prudent
commercial entity.

     14. Highland Fairview shall submit a formal request to the California Department of Transportation
(“CalTrans”) for the installation of signs to be installed, at Highland Fairview’s expense, along
State Route 60, east bound and west bound, directing Project traffic to the Theodore Street exit.

     15. To the extent consistent with the Project Approvals and adopted City regulations and policies:

     a. The design and installation of improvements and signs shall direct all large trucks (over 10,000
pounds) to use Theodore Street, rather than Redlands Boulevard, when entering or leaving the
Project Site unless the site-specific traffic analysis required prior to the approval of a plot
plan for Phase III (condition TE3 of the Project Approvals. City Council Resolution 2009-10) provides compelling evidence that: ands

     (i) Keeping large trucks (over 10,000 pounds) off of Redlands Boulevard will cause Eucalyptus
Avenue. Theodore Street or its on – or off-ramps to State Route 60 to fall below the City’s Level
of Service standard; and

 

     (ii) Mitigation within the limits of the currently planned right of way
of Theodore Street is unavailable to improve the Level of Service to acceptable
levels; and

     (iii) Allowing large trucks (over 10,000 pounds) to use Redlands Boulevard
will not cause Redlands Boulevard to fall below the applicable City’s Level
of Service Standards after mitigation.

     b. To the extent that any part of subparagraph a above is found not to be consistent
with existing Project Approvals or City regulations or policies, Highland Fairview shall
apply for and the City will consider, under its existing procedures and preserving the
Council’s legislative and discretionary policy authority, modifications of conditions,
and/or amendments to existing Project Approvals, regulations and policies.

     16. The City Council has, in Study Session of October 20, 2009 or previously, directed City
staff to analyze, as quickly as feasible, and then to report back to the Council, for its
consideration without commitment to adoption, each of the following:

     a. The adoption/enforcement of a City-wide commercial truck idling ordinance; and

     b. The acquisition, generation and distribution of “green” energy by the City’s
electric utility; and

     c. An amendment of the City’s Municipal Code current lighting standards to incorporate
the guidelines of the International Dark Sky Association and the exterior lighting
standards set forth in the Palm Desert Municipal Code; and

     d. The submission of a request to CalTrans and/or the Riverside County Transportation
Commission that a regional traffic mitigation fee be adopted for the Improvement of State
Route 60; and

     e. The use of LED lamps in City-owned streetlights.

     17. Highland Fairview shall require any user of the Skechers facility, other than Skechers,
and will use reasonable efforts to seek to have Skechers:

     a. Have its trucking fleet (all trucks owned and operated by Skechers) and all trucking
carriers that distribute Skechers’ products to its retail stores be classified as SmartWay 1.0 or
higher at the time that it takes possession of the Skechers building, increase the SmartWay
classification to 1.25 for Skechers’ trucking fleet and such other trucking carriers within five
years and provide an annual report to Highland Fairview, which Highland Fairview shall then provide
to the Sierra Club; and

     b. Continue to provide incentives to its employees to encourage carpooling; and

6

 

     c. Conduct an annual review for five years following the occupancy of the Skechers Building to
determine the level of use of alternatively fueled vehicles and the demand for designated spaces
for such vehicles, beyond the 37 spaces already designated. Spaces located closest to
building entries will be converted by Highland Fairview from general parking to alternatively fueled
vehicle parking to meet the demand; and

     d. Conduct an annual review for five years following the occupancy of the Skechers Building to
determine the level of use of plug-in electrical vehicles and the demand for plug-in-stations.
Additional plug-in-stations will be provided by Highland Fairview to meet the demand; and

     e.
Not use diesel-powered “yard goats” in its operations.

     18. Highland Fairview shall provide the Sierra Club with notice of the submission of any
application for a discretionary permit for the development of the Project within five business days
of the submission.

     19. The Sierra Club shall not sue to invalidate the development, use or modification of the
Project, including, but not limited to, any approvals needed for the development of any phase of
the Project, as long as the development or use is consistent with the terms of this Agreement and
the Project, as analyzed in the EIR, and any modification will not result in a significant adverse
impact on the environment, as defined in CEQA Guidelines § 15382, as determined by the
City. For the purpose of this Agreement, changes in the manner in which the Project is financed, in
whole or in part, and removal of vegetation within State Route 60 right-of- way shall not be
considered to be significant adverse impacts on the environment by the Sierra Club. Nothing in this
paragraph 19 shall apply to a modification of the terms of this Agreement.

     20. Highland Fairview shall pay Johnson & Sedlack, the Sierra Club’s attorneys, $183,000
within 10 days of the dismissal of the Lawsuit. Except for this payment, each party shall bear its
own attorneys’ fees and costs incurred in connection with the Lawsuit and the preparation of this
Agreement.

     21. Any party alleging a breach of this Agreement shall provide written notice of the alleged
breach to the party alleged to be in breach. That party shall then have 30 days from receipt of the
notice in which to cure the breach or to begin curing the breach if it is one which cannot be cured
within 30 days. If the breach has not been cured within the 30 day period or, if no effort has been
begun within the 30 day period for a breach which cannot be cured within the 30 day period, then
the party alleging the breach shall be entitled to avail itself of its legal remedies.

     22. All notices and communications shall be provided in writing, which may be delivered by
e-mail, to the following addresses:

	 	 	 

	Sierra Club Environmental Law Program:

	 	85 Second Street
	 

	 	San Francisco, CA 94105
	 

	 	Aaron.Isherwood@sierraclub.org

7

 

	 	 	 

	Sierra Club, San Gorgonio Chapter:

	 	Chapter Chair/Conservation Chair
	 

	 	4079 Mission Inn Avenue
	 

	 	Riverside, CA 92501-3204
	 

	 	san.gorgonio.chapter@sierraclub.org
	 
	 	 
	Sierra Club, Moreno Valley Group:

	 	Ann Turner-McKibben and George
	 

	 	Hague
	 

	 	P.O. Box 1325
	 

	 	Moreno Valley, CA 92556-1325
	 

	 	morenovalleygroup@yahoo.com
	 
	 	 
	with a copy to Raymond W. Johnson, Esq.:

	 	Johnson & Sedlack
	 

	 	26785 Camino Seco
	 

	 	Temecula, CA 92590
	 

	 	esqaicp@wildblue.net
	 
	 	 
	The City attention of the City Manager,
	 	 
	w/ copy attention of the City Attorney:

	 	14177 Frederick Street
	 

	 	P.O. Box 88005
	 

	 	Moreno Valley, CA 92552
	 

	 	CMOffice@moval.org
	 

	 	CityAttorney@moval.org
	 
	 	 
	Highland Fairview:

	 	14225 Corporate Way
	 

	 	Moreno Valley, CA 92553
	 

	 	ibenzeevi@highlandfairview.com
	 
	 	 
	with a copy to Kenneth B. Bley, Esq.:

	 	Cox, Castle & Nicholson LLP
	 

	 	2049 Century Park East, 28th Floor,
	 

	 	Los Angeles CA 90067
	 

	 	kbley@coxcastle.com

Any address may be changed by providing written notice to all of the other parties.

     23. Except as set forth in this Agreement, the Sierra Club releases the City and Highland
Fairview and their owners, affiliates, members, officers, employees, agents and attorneys from any
and all claims, demands, liabilities, obligations, costs, expenses, fees, actions, and/or causes of
action arising out of, or connected to, the Lawsuit or the Project, whether known,
unknown or suspected and the Sierra Club hereby waives the provisions of Civil Code § 1542 set
forth in Recital N. The release in this paragraph 23 is a separate consideration for the release
contained in paragraph 24 and the Sierra Club would not have executed this Agreement nor agreed to
this paragraph 23 but for the release contained in paragraph 24.

     24. Except as set forth in this Agreement, the City and Highland Fairview release the Sierra
Club and its members, officers, employees, agents and attorneys from any and all claims, demands,
liabilities, obligations, costs, expenses, fees, actions, and/or causes of action arising out of,
or connected to, the Lawsuit or the Project, whether known, unknown or suspected and the

8

 

City and Highland Fairview hereby waive the provisions of Civil Code § 1542 set forth in Recital N.
The release in this paragraph 24 is a separate consideration for the release contained in paragraph
23 and neither the City nor Highland Fairview would have executed this Agreement nor agreed to this
paragraph 24 but for the release contained in paragraph 23.

     25. The rights and obligations of the Sierra Club under this Agreement are personal
to it and may not be transferred or assigned to any other person or entity. This Agreement is
entered into solely for the benefit of the parties hereto and, with the exception of the Sierra
Club, their successors, transferees and assigns. Other than the parties hereto and, with the
exception of the Sierra Club, their successors, transferees and assigns, no third party shall be
entitled, directly or indirectly, to base any claim, or to have any right arising from, or related
to, this Agreement.

     26. The parties to this Agreement shall act in good faith and shall take all further actions
reasonably necessary to effectuate the letter and the spirit of this Agreement.

     27. This Agreement and all rights and obligations arising out of it shall be construed in
accordance with the laws of the State of California.

     28. Any litigation arising out of this Agreement shall be conducted only in the Riverside
Superior Court. Only equitable remedies shall be available to the prevailing party in any such
litigation, damages for breach of this Agreement being expressly
waived. Each party to any such
litigation shall bear its own attorneys’ fees and costs, the right to recover them under any
statute, including, but not limited to Code of Civil Procedure § 1021.5, any Rule of Court or any
rule of law being expressly waived.

     29. This Agreement contains the entire agreement and understanding concerning the Lawsuit and
the Project and supersedes and replaces all prior negotiations or proposed agreements, written or
oral. Each of the parties hereto acknowledges that no other party, nor the agents nor the attorneys
for any party, has made any promise, representation or warranty whatsoever, express or implied, not
contained herein, to induce the execution of this Agreement and acknowledges that this Agreement
has not been executed in reliance upon any promise, representation or warranty not contained
herein.

     30. This Agreement may not be amended except in a writing signed by all the parties hereto.

     31. The parties to this Agreement hereby acknowledge that they have undertaken an independent
investigation of the facts concerning the Lawsuit and the Project. The parties expressly assume the
risk that the true facts concerning the foregoing may differ from those currently understood by
them.

     32. Each individual signing this Agreement represents and warrants that he or she has been
authorized to do so by proper action of the party on whose behalf he or she has signed.

     33. This Agreement may be signed in one or more counterparts and, when all parties have signed
the original or a counterpart, such counterparts, whether originals, facsimiles or email
attachments, together shall constitute one original document.

9

 

	 	 	 	 	 
	January 7, 2010 	SIERRA CLUB

 	 
	 	By: 	
[ILLEGIBLE]	 
	 	 	Its: CHAPTER CHAIR, SAN GORGONIO CHAPTER 	 
	 	 	 
	 
	January 11, 2010 	          THE CITY OF MORENO VALLEY

 	 
	 	By: 	
[ILLEGIBLE] 	 
	 	 	Its: MAYOR 	 
	 	 	 
	 
	January 7, 2010 	HIGHLAND FAIRVIEW PARTNERS I

By: HFP Realty Investment, LP, its Managing Partner

By: HFP Realty Holdings, LLC, its General Partner

 	 
	 	By: 	
/s/ Iddo Benzeevi 	 
	 	 	Its: President 	 
	 	 	 
	 
	January 7, 2010 	HIGHLAND FAIRVIEW PARTNERS II 

By: New Sands Holdings, LP, its Managing Partner

By: Sand Holdings, LLC, its General Partner

 	 
	 	By: 	
/s/ Iddo Benzeevi 	 
	 	 	Its: President 	 
	 	 	 
	 
	January 7, 2010 	HIGHLAND FAIRVIEW PARTNERS III 

By: HFP Realty Investment, LP, its Managing Partner

By: HFP Realty Holdings, LLC, its General Partner

 	 
	 	By: 	
/s/ Iddo Benzeevi 	 
	 	 	Its: President 	 
	 	 	 	 

10

 

	 	 	 	 	 
	January 7, 2010 	HIGHLAND FAIRVIEW PARTNERS IV 

By: Sinclair Holdings, LP, its Managing Partner

By: Sinclair Realty Holdings, LLC, its General 

       Partner

 	 
	 	By: 	
Iddo Benzeevi 	 
	 	 	Its: President 	 
	 	 	 
	 
	January 7, 2010 	HF LOGISTICS I, LLC

 	 
	 	By: 	
Iddo Benzeevi 	 
	 	 	Its: President 	 
	 	 	 
	 
	APPROVED AS TO FORM:

January 11, 2010 	

JOHNSON & SEDLACK

 	 
	 	By: 	
/s/ Raymond W. Johnson 	 
	 	 	Raymond W. Johnson 	 
	 	 	Attorneys for the SIERRA CLUB 	 
	 
	January 11, 2010 	CITY ATTORNEY

OF THE CITY OF MORENO VALLEY

 	 
	 	By: 	
[ILLEGIBLE] 	 
	 	 	Its: INTERIM CITY ATTORNEY 	 
	 	 	 
	 
	January 7, 2010 	COX CASTLE & NICHOLSON LLP

 	 
	 	By: 	
/s/ Kenneth B. Bley 
	 	Kenneth B. Bley 	 
	 	 	Attorneys for HIGHLAND FAIRVIEW PARTNERS I;
HIGHLAND FAIRVIEW PARTNERS, II, HIGHLAND
FAIRVIEW PARTNERS, III, HIGHLAND FAIRVIEW
PARTNERS, IV and HF LOGISTICS I, LLC 	 

11

 

	 	 	 	 	 

EXHIBIT A

 

 

Exhibit B

Highland Fairview Corporate Park — TPM 35629 Parcel 1 (Skechers)

LEED Projected Certification Items

(Based upon LEED current standards)

	 	•	 	Alternative Transportation:

	 	 	 	Bicycle Storage & Changing
Rooms

The project will provide secure bicycle racks within 200 yards of the building entrances
for 5% or more of all building users and will provide shower and
changing facilities in the building for 0.5% of full-time equivalent
occupants. 

Low Emission and Fuel Efficient Vehicles

The project will provide preferred parking for low-emission and fuel efficient vehicles for
5% of the total vehicle parking capacity of the site.

Parking Capacity

The project will meet, but not exceed the number of parking stalls required by the local
zoning requirements and will provide preferred parking for carpools and vanpools for 5% of
the total parking spaces.

	 	 	 	Site Development:

	 	 	 	Maximum Open Space

As approved by the City of Moreno Valley, the project will provide vegetated open space
within the project boundary in accordance with the local zoning’s open space requirement.

	 	•	 	Storm Water Design:

	 	 	 	Quality Control

Highland Fairview will implement the City approved Storm Water
Pollution Prevention Program (SWPPP).

	 	•	 	Heat Island Effect:

	 	 	 	Roof

The project will use roofing materials having a Solar Reflectance Index
(SRI) equal to or greater than 78 for a minimum of 75% of the roof
surface.

	 	•	 	Water Efficient Landscaping:

	 	 	 	The project will reduce potable water consumption for irrigation by 50% from a calculated
mid-summer baseline case.

The above are based upon existing design criteria and availability of material and labor.
Should some of these conditions adversely change, the above items may need to be modified.

1 of 5

 

Exhibit B

Highland Fairview Corporate Park — TPM 35629 Parcel 1 (Skechers)

LEED Projected Certification Items

(Based upon LEED current standards)

	 	•	 	Water Use Reduction:

	 	 	 	Reduce Water Usage by 30%

	 
	 	 	 	The project will employ strategies that in aggregate use 30% less water than the water use
baseline calculated for the building (not including irrigation).

	 	•	 	Optimize Energy Performance:

	 	 	 	The project will demonstrate a percentage improvement in the proposed building performance
rating compared to the baseline building performance rating.

	 	•	 	On-Site Renewable Energy:

	 	 	 	The project will use on-site renewable energy systems (solar) to offset a portion of
building energy cost.

	 	•	 	Enhanced Commissioning:

	 	 	 	The project began the commissioning process during the design process and will execute
additional activities after systems performance verification is completed.

	 	•	 	Construction Waste Management:

	 	 	 	The project will recycle and/or salvage a minimum of 50% (by weight) of non-hazardous
construction and demolition debris.

	 	•	 	Recycled Content:

	 	 	 	The project will use materials with recycled content such that the sum of post-consumer
recycled content plus one-half of the pre-consumer content constitutes at least 10%
(cost-based) on the total value of the materials in the project.

	 	•	 	Regional Materials:

	 	 	 	The project will use building materials or products that have been extracted, harvested or
recovered, as well as manufactured, within 500 miles of the project site for a minimum of
10% (cost-based) of the total materials value.

The above are based upon existing design criteria and availability of material and labor.
Should some of these conditions adversely change, the above items may need to be
modified.

2 of 5

 

Exhibit B

Highland Fairview Corporate Park — TPM 35629 Parcel 1 (Skechers)

LEED Projected Certification Items

(Based upon LEED current standards)

	 	•	 	Increased Ventilation:

	 	 	 	The project will increase breathing zone outdoor air ventilation rates to all occupied spaces
by at least 30% above the minimum rates required by
ASHRAE Std. 62.1-2004.

	 	•	 	Construction IAQ Management Plan:

	 	 	 	The project will develop and implement an Indoor Air Quality (IAQ) Management Plan for the
construction and pre-occupancy phases of the building.

	 	•	 	Low Emitting Materials:

	 	 	 	The project will utilize only those paints and coatings that comply with Credit 4.2, 4.3 and 4.4 of
the LEED standards.

	 	•	 	Indoor Chemical & Pollutant Source Control:

	 	 	 	The project will provide entryway systems to reduce the infiltration of dirt and particulates into
the indoor environment. Separate ventilation systems will be provided for storage areas for
hazardous chemicals in order to minimize and control pollutants in the building.

	 	•	 	Daylight and Views:

	 	 	 	The project, will achieve day-lighting via skylights for building occupants in 75% of all regularly
occupied areas.

	 	•	 	Innovation In Design:

	 	 	 	The project will utilize locally-sourced concrete and interior fixtures providing a 40% water use
savings.

	 	•	 	LEED Accredited Professional:

	 	 	 	At least one principal participant of the project team is a LEED Accredited Professional (AP).

The
above are based upon existing design criteria and availability of material and labor. Should
some of these conditions adversely change, the above items may need to be modified.

3 of 5

 

Exhibit B

Highland
Fairview Corporate Park — TPM 35629 Parcel 1 (Skechers)

LEED Projected Certification Items

(Based upon LEED current standards)

The
Following are Energy-Saving and Other Design Features:

	 	•	 	Use of More Shade Trees vs. Palm Trees to Reduce Temperature

	 	 	 	As shown in the City-approved Plot Plan package, palm trees used on the site will be located at the
building’s primary entry as part of the decorative entry treatment, and along the freeway, near
gates and building corners as accent elements. All other trees on the site, in the parking areas,
adjacent to the building, in the landscape areas, and along the freeway will be varieties of shade
trees.

	 	•	 	Waterless Urinals

	 	 	 	Use of these products was investigated but ultimately rejected based upon marginal performance and
excessive maintenance costs. Very low flow urinals will be used in the facility which will provide
a 30% reduction in water use over typical low-flow urinals.

	 	•	 	Automatic turn on and off for lavatory faucets—only
allow 
1/2 gal per minute

	 	 	 	These products will be installed throughout the building.

	 	•	 	Monitoring system that keeps track of all systems so that
response can be quick if one of the
systems does not function properly

	 	 	 	The Skechers building will include a building systems monitoring program which will immediately
notify maintenance personnel of any system malfunction.

	 	•	 	Photo Sensors for Lighting

	 	 	 	Motion sensors will be installed in the office areas of the building to turn off all lighting
(except security lighting) when theses areas of the building are not occupied. A network of
thousands of roof-mounted skylights will provide substantial natural light in the warehouse areas.
Sensors will be installed in the warehouse areas to automatically turn off artificial area lighting
when ambient light is adequate.

	 	•	 	Reduce carpet and flooring glue toxics by environmentally friendly carpet and non toxic glue.

	 	 	 	Low VOC carpeting, paint and adhesives will be used throughout the building. Polished concrete
flooring will replace vinyl flooring originally

The above are based upon existing design criteria and availability of material and labor.
Should some of these conditions adversely change, the above items may need to be modified.

4 of 5

 

Exhibit B

Highland Fairview Corporate Park — TPM 35629 Parcel 1 (Skechers)

LEED Projected Certification Items

(Based upon LEED current standards)

	 	 	 	planned for the warehouse restrooms, break rooms and shipping/receiving areas.

	 	•	 	Recycle of All Used Materials

	 	 	 	Recycling bins will be provided at the site for recycling during the operation of the building.
Recycling of construction waste will be required to the greatest degree practicable. Skechers
currently bundles and recycles all cardboard waste and will provide recycling bins for employee use
throughout the facility. Skechers is exploring opportunities for recycling (mulching) of damaged
wood pallets.

	 	•	 	75% of Construction Waste Salvaged or Recycled

	 	 	 	The project will salvage or recycle as much construction waste as is feasible, but in no case less
that 50% by weight of such waste. The project will utilize recycled (crushed) concrete during
construction for temporary access roads and for paving base where acceptable. The project is
directing green waste from clearing operations during construction, to a location for mulching and
will be re-used.

	 	•	 	Independent Venting for Toxic Places

	 	 	 	The storage of toxic materials, as identified by the State of California, will be in accordance
with all applicable building code requirements including the independent venting of such storage
areas.

	 	•	 	Thermal Controls in Various Work Spaces

	 	 	 	The warehouse area is not heated or cooled, utilizing a controlled air exchange system to moderate
interior temperatures. The office and commercial areas will be served by a number of HVAC zones
each with its own controls. The units are equipped with an automatic time switch with an accessible
manual override that allows operation of the system during off-hours.

	 	•	 	The building occupant/owner must share whole-project energy and water usage data for at least
five years with the US Green Building Council or Green Building Certification Institute.

	 	 	 	Highland Fairview will provide all documentation used to secure LEED certification, including any
tenant operational
documentation. Such documentation requirements will be addressed in the lease documents.

The above are based upon existing design criteria and availability of material and labor.
Should some of these conditions adversely change, the above items may need to be modified.

5 of 5

 

Contract #: MH00-121-226

Project: Highland Fairview Corporate Park

Trade: General Contractor

EXHIBIT “H”

RESOLUTION NO. 2009-08

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MORENO VALLEY, CALIFORNIA,
CERTIFYING THE FINAL ENVIRONMENTAL IMPACT REPORT (P07-157), ADOPTION
OF THE FINDINGS AND STATEMENT OF OVERRIDING CONSIDERATIONS, AND APPROVAL
OF THE MITIGATION MONITORING PROGRAM FOR THE HIGHLAND FAIRVIEW CORPORATE
PARK PROJECT, GENERALLY LOCATED ADJACENT TO AND SOUTH OF HIGHWAY 60 ALONG FUTURE
EUCALYPTUS AVENUE (FIR AVENUE) BETWEEN REDLANDS BOULEVARD AND THEODORE STREET

     WHEREAS, on February 3, 2009, the City Council of the City of Moreno Valley held a
public hearing to consider the proposed project, which includes a tentative parcel map to
subdivide a 158 gross acre site (265.3 acres including offsite improvements and
drainage) into four buildable parcels and two primary parcels dedicated for
freeway improvement purposes (thirteen parcels overall to include lettered lots for public
access and dedication) with a first phase plot plan for an approximately 1,820,000 square
foot warehouse industrial building on approximately 83 acres, and a total of
approximately 2,620,000 square foot of building for all phases of development. The project
also includes related offsite improvements and drainage. The project site currently lies
within the BP (Business Park) and CC (Community Commercial) land use districts and will
require a change of zone to LI (Light Industrial) to allow the proposed industrial
structures and a General Plan Amendment to move a planned multi-use trail from
the south side to the north side of future Eucalyptus Avenue (Fir Avenue), eliminate a
planned multi-use trail along the Sinclair Street alignment over Highway 60, and the
adjustment of parcel lines and land use for two parcels located in the CC land use
district, and to consider all environmental documentation;

     WHEREAS, the project includes applications for a Change of Zone (PA07-0088),
General Plan Amendment (PA07-0089), phasing (P08-057) tentative parcel map (PA07-0090) and a plot plan (PA07-0091). All are related but will be included in separate
resolutions with individual findings and shall not be approved unless the Environmental
impact Report (P07-157) is certified and approved.

     WHEREAS, a Draft Environmental Impact Report (DEIR) was initially prepared for this project. Said DEIR was initially circulated for review on August 5, 2008, while the
review period ended on September 19, 2008. A Final EIR, (including the Draft EIR dated
August 4, 2008; and responses to comments), has been completed and is being recommended
for certification, prior to the approval of discretionary permits related to the project.

     WHEREAS, on January 8, 2009, the Planning Commission conducted a public

Resolution No. 2009-08

Date Adopted: February 10, 2009

1

 

hearing to consider the proposed project, or the Highland Fairview Corporate
Park project consisting of a tentative parcel map to subdivide a 158 gross acre portion
of land into four (4) separate buildable parcels and two primary parcels dedicated for
freeway improvement purposes (thirteen parcels overall to include lettered lots for
public access and dedication purposes.), and a first phase plot plan for an approximately
1,820,000 square foot warehouse industrial building on approximately 83 acres
and a total of approximately 2,620,000 square foot of building for all phases of
development, and a related Change of Zone and General Plan Amendment, and to
consider environmental documentation in its final form;

     WHEREAS, on January 15, 2009, the Planning Commission conducted a continued public
meeting and forwarded the project to the City Council for consideration;

     WHEREAS on February 3, 2009 and February 10, 2009, the City Council reviewed in full the
Final EIR, the Statement of Overriding Considerations and Mitigation Monitoring Program;

     WHEREAS, the draft and final EIR concerning the  proposed  Highland Fairview Corporate
Park Project were prepared in sufficient detail and duly circulated in compliance with the
California Environmental Quality Act (CEQA), the State CEQA Guidelines and the City of Moreno
Valley Rules and Procedures to Implement CEQA;

     WHEREAS, the comment period for the draft Environmental Impact Report (EIR) for the
Highland Fairview Corporate Park Project began on August 5, 2008, while said document was
circulated for a 45 day period to the public and to responsible agencies for comments,
concluding on September 19, 2008;

     WHEREAS, on December 19, 2008, the City published a Notice of Availability in the local
newspaper (Press Enterprise), posted the Notice of Availability at the Riverside
County Clerk’s office, and distributed copies of the draft Final EIR to the State
Clearinghouse, local agencies and other interested parties;

     WHEREAS, since August 5, 2008, copies of the draft EIR have been made available to the
public at the City’s offices, on the City’s website and at the City’s public library;

     WHEREAS, the final public comment period closed on September 19, 2008, and the City
has prepared responses, which have been included in the Final EIR, to all comments
received by that date and through the month of October;

     WHEREAS, the Final EIR recommended to the City Council includes all responses to
comments thereon;

     WHEREAS, the final EIR includes a review of potential impacts associated with the
implementation of the Highland Fairview Corporate Park Project, including, but not
limited to land use, traffic and circulation, air quality, noise and aesthetics, light
and glare. A

Resolution No. 2009-08

Date Adopted: February 10, 2009

2

 

statement of overriding considerations is provided for environmental impacts related to
aesthetics, agriculture, air quality, noise as well as climate change and greenhouse gas
emissions;

     WHEREAS, a Mitigation Monitoring Program has been completed to ensure that all of the
mitigation measures outlined in the final EIR are implemented, and

     WHEREAS, all legal prerequisites to the adoption of this Resolution have occurred.

     NOW, THEREFORE, the City Council of the City of Moreno Valley does hereby resolve as follows:

	 	1.	 	The Planning Commission hereby recommends that the City Council certify
that the final Environmental Impact Report (EIR) for the Highland Fairview
Corporate Park Project on file with the Community and Development Department,
incorporated herein by this reference, has been completed in compliance with the
California Environmental Quality Act, that the Planning Commission reviewed and
considered the information contained in the final EIR and that the final EIR
reflects the City’s independent judgment and analysis; and
	 
	 	2.	 	The Planning Commission recommends that the City Council hereby adopt the
Findings and Statement of Overriding Considerations regarding the final
EIR for the Highland Fairview Corporate Park Project, attached hereto as Exhibit A;
and
	 
	 	3.	 	The Planning Commission recommends that the City Council hereby approve
the Mitigation Monitoring Program for the final EIR for the proposed Highland
Fairview Corporate Park project, attached hereto as Exhibit B.

APPROVED AND ADOPTED this 10th day of February, 2009.

SIGNATURE PAGE FOLLOWS.

Resolution No. 2009-08

Date Adopted: February 10, 2009

3

 

	 	 	 
	 
 
	 	/s/ Richard A. Stewart 
Mayor

ATTEST:

	 	 	 
	/s/ [ILLEGIBLE] 

City Clerk

	 	 

APPROVED AS TO FORM:

(SEAL)

	 	 	 
	/s/ Robert D. Herrick  

City Attorney

	 	 

Resolution No. 2009-08

Date Adopted: February 10, 2009

4

 

RESOLUTION JURAT

	 	 	 	 	 	 	 

	STATE OF CALIFORNIA

	 	 	)	 	 	 
	 
	 	 	 	 	 	 
	COUNTY OF RIVERSIDE

	 	 	)	 ss.
	 
	 	 	 	 	 	 
	CITY OF MORENO VALLEY

	 	 	)	 	 	 

     I, Jane Halstead, City Clerk of the City of Moreno Valley, California, do hereby certify that
Resolution No. 2009-08 was duly and regularly adopted by the City Council of the City of Moreno
Valley at a regular meeting thereof held on the 10th day of February, 2009 by the following vote:

	 	 	 

	     AYES:

	 	Council Members Batey, Hastings, Molina, Mayor Pro Tem Flickinger
and Mayor Stewart
	 
	 	 
	     NOES:

	 	None
	 
	 	 
	     ABSENT:

	 	None
	 
	 	 
	     ABSTAIN:

	 	None

	 	 	 
	/s/ [ILLEGIBLE]
 

CITY CLERK
	 	 
	 
	 	 
	(SEAL)
	 	 

Resolution No. 2009-08

Date Adopted: February 10, 2009

5

 

Facts, Findings and Statement of Overriding Considerations

Regarding the Environmental Effects of the Approval of the

Highland Fairview Corporate Park Project

(State Clearinghouse No. 2007101132)

	I.	 	INTRODUCTION

The City Council of Moreno Valley (the “Council”) in approving the Highland Fairview
Corporate Park project (the “Project”), makes the Findings described below and adopts the
Statement of Overriding Considerations presented at the end of the Findings. The Findings
are based upon the entire record before the Council, as described in Section III below,
including the Environmental Impact Report (“EIR”) prepared for the Project by the City,
acting as the lead agency under the California Environmental Quality Act (“CEQA”).

	II.	 	PROJECT SUMMARY
	 
	A.	 	PROJECT DESCRIPTION

The Project consists of the development of a corporate park in three phases
comprising a 1,820,000 square foot (“sf”) logistics (i.e., warehouse and distribution)
building, which will be leased to Skechers, and 80,000 sf of commercial facilities in Phase
1; a second 600,000 sf logistics building in Phase 2; and 120,000 sf of commercial
facilities in Phase 3. The Project will affect three different areas which, together, will
contain approximately 265 acres: the Project Site which will contain approximately 125
acres which will be developed and approximately 33 acres which will be dedicated or
improved for various improvements and utility extensions; and approximately 23 acres,
located south of the Project Site, which will be used for drainage purposes in connection
with the development of the Project Site. The Project Site is bounded on the north by State
Route 60 (“SR-60”), on the east by Theodore Street, on the south by future Eucalyptus
Avenue (approximately on the current alignment of Fir Avenue) and on the west by Redlands
Boulevard.

The eastern and western portions of the Project Site are currently designated for
Commercial uses in the City’s General Plan and are zoned for Community Commercial uses.
The center of the Project Site is designated for Business Park/Light Industrial use in the
General Plan and is zoned for Business Park uses. The development of the Project requires
a General Plan amendment to increase the commercial area on the western portion of the
Project Site, to reduce the commercial area on the eastern portion of the Project Site, to
amend the City’s Master Plan of Trails and to amend the Circulation Element of its General
Plan to make future Eucalyptus Avenue a four lane divided arterial
street with a median; a
zone change to reflect the changes in the areas designated for Commercial and Business
Park uses; a change in the zoning in the center of the

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

6

 

Project Site from Business Park to Light Industrial; a tentative parcel map to
create four parcels on which development will occur, three parcels which will be used for
SR-60 improvements and six parcels which will serve as common areas; the approval of the
Plot Plan for the development planned for Parcel 1; the approval of alternate work hours
during the construction period; and future discretionary approvals needed to complete the
development of the Project.

	B.	 	PROJECT OBJECTIVES

The objectives for the Project are to:

	1.	 	Perform construction in an accelerated manner in order to meet Skechers’ occupancy
needs;
	 
	2.	 	Provide additional employment opportunities;
	 
	3.	 	Provide logistic facilities in a single building containing at least 1,800,000 sf to
allow for the consolidation of several existing Skechers’ logistics facilities into
one;
	 
	4.	 	Plan for, and entitle, the Project Site to allow for the possibility of adding another
building containing up to 600,000 sf to account for future growth in the need for
logistics facilities;
	 
	5.	 	Provide logistics facilities on land with immediate access to State Route-60 to
minimize the use of City streets;
	 
	6.	 	Provide the City with new jobs and revenues from the construction and operation
of the logistics facilities;
	 
	7.	 	Construct the logistics facilities in a manner that maximizes the use of green
technology; and
	 
	8.	 	Develop the Project Site to ensure an adequate rate of return on the Project
applicant’s investment.
	 
	III.	 	ENVIRONMENTAL REVIEW AND PUBLIC PARTICIPATION

The City has conducted an extensive environmental review of the Project to ensure that
both the City’s decision makers and the public are fully informed about potential
significant environmental effects of the Project; to identify ways that environmental
damage can be avoided or significantly reduced; to prevent significant, avoidable damage
to the environment by requiring changes in the Project through the use of mitigation
measures which have been found to be feasible; and to disclose to the public the reasons
why the City has approved the Project in the manner chosen in light of the significant

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

7

 

environmental effects which have been identified in the EIR. In order to do this, the
City, as the lead agency under CEQA, has done all of the following:

	 	1.	 	Prepared and distributed an Initial Study/Notice of Preparation, dated
October 29, 2007, a copy of which was circulated the following day
through the State Clearinghouse to various state agencies for their
comments;
	 
	 	2.	 	Sent the Initial Study/Notice of Preparation, which contained the notice
of a scoping meeting to be held on November 26, 2007, to each of the
governmental agencies, organizations and individuals shown on the
distribution list for the Notice of Preparation/Initial Study, Appendix A to
the Draft EIR, on October 29, 2007;
	 
	 	3.	 	Held a public scoping meeting on November 26, 2007, to solicit comments
from the public on what should be analyzed in the EIR;
	 
	 	4.	 	Sent a Notice of Completion and a copy of the Draft EIR to the State
Clearinghouse on August 4, 2008;
	 
	 	5.	 	Filed a Notice of Availability with the Clerk of the Riverside County
Board of Supervisors on August 4, 2008, informing the public that the Draft EIR
was available for public review for a 45 day period beginning on August 6,
2008, and ending on September 19, 2008;
	 
	 	6.	 	Mailed the Notice of Availability to all organizations and individuals
who had previously requested the Notice on August 4, 2008;
	 
	 	7.	 	Mailed the Notice of Availability to all residents and property owners
within 300 feet of the Project Site on August 4, 2008;
	 
	 	8.	 	Provided copies of the Draft EIR to 132 public agencies,
organizations and individuals on August 4, 2008;
	 
	 	9.	 	Placed copies of the Draft EIR on the City’s website, at the City’s
Planning
Department’s public counter and at the public library located at 25480
Alessandro Boulevard on August 4, 2008;
	 
	 	10.	 	Published the Notice of Availability on August 8, 2008, in the Press
Enterprise, which is the newspaper of general circulation which has the
largest circulation in the areas affected by the Project;
	 
	 	11.	 	Prepared responses to comments on the Draft EIR received during and after
the 45 day comment period on the Draft EIR, which have been included in
the Final EIR;

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

8

 

	 	12.	 	Published a Notice on December 19, 2008, in the Press Enterprise, a
newspaper of general circulation which has the largest circulation in the
areas affected by the Project, that the City’s Planning Commission would
hold a public hearing on January 8, 2009, to consider the Final EIR and the
Project in order to provide recommendations to the Council;
	 
	 	13.	 	Sent copies of the Final EIR on December 19, 2008, to all public
agencies,
organizations and individuals who had submitted comments;
	 
	 	14.	 	Held a public hearing of the City’s Planning Commission to consider the
adequacy of the Final EIR on January                     , 2009, and, at the conclusion of
the hearing, recommended that the Council certify that the Final EIR had
been prepared in full compliance with CEQA;
	 
	 	15.	 	Published a notice on January                     , 2009, in the Press Enterprise, a
newspaper of general circulation which has the largest circulation in
the areas affected by the Project, that the Council would hold a public
hearing
on January                     , 2009, to consider certification of the Final EIR as having
been prepared in compliance with CEQA and the approval of the Project;
	 
	 	16.	 	Mailed notice of the Council’s hearing to all residents and
property owners
within 300 feet of the Project Site on January                     , 2009;
	 
	 	17.	 	Sent notice of the Council’s hearing to all organizations and
individuals
who had previously requested notification of anything having to do with the
Project on January                     , 2009; and
	 
	 	18.	 	Held a public hearing of the Council on January                     , 2009, and, after full
consideration of all comments, written and oral, certified that the Final
EIR had been completed in compliance with CEQA and approval of the Project.

All of the documents identified above and all of the documents which are required to be
part of the record pursuant to Public Resources Code § 21167.6(e) are on file with the
City’s Community Development Department, Planning Division, located at 14177
Frederick Street, Moreno Valley, CA 92552-0805. Questions should be directed to Mark
Gross, AICP, Senior Planner, in the Division.

	A.	 	INDEPENDENT JUDGMENT FINDING

			
	Finding:	 	The Final EIR for the Project reflects the City’s and the Council’s
independent judgment and analysis.

	 	 	 

	Factual Basis for the Finding:

	 	The EIR was prepared by Michael Brandman
Associates, an independent consulting firm, under the
supervision and direction of Planning Division staff of

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

9

 

	 	 	 

	 

	 	the City’s Community Development Department and
was thoroughly reviewed by the Chambers Group, an expert
consultant hired by the City to provide independent peer
review and assure the exercise of thorough and
independent review and judgment by the City. The
Council, as the City’s final decision making body for
the Project, received and reviewed the Final EIR and the
comments, both written and oral, provided by public
agencies and members of the public prior to certifying
that the Final EIR complied with CEQA. The participation
of City Staff in selection and approval of Michael
Brandman Associates as the EIR Consultant, the
professional qualifications and reputation of the EIR
Consultant, the supervision and direction of the EIR
Consultant by the City Staff, the thorough and
independent review of the Draft and Final EIRs,
including comments and responses to comments, by both
the City Staff and the Chambers Group and the review and
careful consideration by the City Council of the Final
EIR, comments and responses to comments all conclusively
show that the Final EIR is the product of and reflects
the independent judgment and analysis of the City as the
Lead Agency, and of the City Council as its governing
body.

	B.	 	FINDING OF THE ABSENCE OF ANY NEED TO RECIRCULATE THE FINAL EIR

			
	Finding:	 	The Council finds that the Final EIR does not add significant new information to
the Draft EIR that would require recirculation of the Project EIR.

	 	 	 

	Factual Basis for the Finding:

	 	The Council recognizes that the Final EIR incorporates
information obtained and produced after the Draft EIR
was completed and that the Final EIR contains additions,
clarifications and minor modifications to the Draft EIR.
The Council has reviewed and considered the Final EIR
and all of the information contained in it and has
determined that the new information added to the Final
EIR does not involve a new significant environmental
impact, a substantial increase in the severity of an
environmental impact nor a feasible

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

10

 

	 	 	 

	 

	 	mitigation measure or an alternative
considerably different from others previously
analyzed that the Project applicant declined to adopt
and that would clearly lessen the significant
environmental impacts of the Project. No information
provided to the Council indicates that the Draft EIR
was inadequate or conclusory or that the public was
deprived of a meaningful opportunity to review and
comment on the Draft EIR.

	C.	 	GENERAL TREATMENT OF MITIGATION MEASURES

It is the Council’s intention to adopt all mitigation measures recommended by the Final
EIR. If a measure has been omitted from the Conditions of Approval, from the Findings
or from the Mitigation Monitoring Program (the “MMP”), a copy of which is attached as
Exhibit A and which is hereby adopted, that mitigation measure shall be deemed to be
adopted pursuant to this paragraph.

In addition, all Conditions of Approval and the MMP repeating or rewording mitigation
measures recommended in the Final EIR are intended to be substantially similar to the
mitigation measures as stated in the Final EIR and are found to be equally effective in
avoiding or lessening the identified environmental impact.

	IV.	 	ENVIRONMENTAL IMPACTS AND FINDINGS

Based on the Initial Study, Appendix A.2 to the Draft EIR, and the responses to the
Notice of Preparation, the EIR analyzed 16 potential areas where significant
environmental impacts could result from the development of the Project. Five of those,
aesthetics, agricultural resources, air quality, noise and global climate change and
greenhouse gases, were found to have significant and unavoidable environmental impacts
after the imposition of all feasible mitigation measures. The remaining 11 areas,
biology, cultural resources, geology, hazards and hazardous materials, hydrology, land
use and planning, mineral resources, population, housing and employment, public services,
transportation and traffic and utilities and service systems were found to have either no
significant and unavoidable environmental impacts or that the environmental impacts
could be mitigated into a level of insignificance. The description of each environmental
area, the potential impacts and the feasible mitigation measures are set forth in
Sections 5 and 6 of the Draft EIR together with the changes and additions set forth in
Section 4 of the Final EIR.

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

11

 

	A.	 	IMPACTS IDENTIFIED IN THE EIR AS LESS THEN SIGNIFICANT REQUIRING NO
MITIGATION

	 	1.	 	AESTHETICS

	 	 	 	 	 	 	 

	 

	 	a.
	 	Potential Significant Impact:
	 	Damage to scenic resources (Impact 5.1-2)

			
	Finding:	 	The Project will not substantially damage scenic resources, including,
but not limited to trees, rock outcroppings and historic buildings visible from a
State scenic highway.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed in Sections 5.1 and 5.2 of the Draft EIR
and as shown in the Aesthetics Assessment, Appendix
M.1 to the Draft EIR, the Project Site is flat, having
been used for farming in the past and contains no
trees, rock outcroppings or historic buildings within
any State scenic highway.

	 	 	 	 	 	 	 

	 

	 	b.
	 	Potential Significant Impact:
	 	Degradation of the existing visual character
or quality of the Project Site and
its surroundings (Impact 5.1-3)

			
	Finding:	 	The Project will not substantially degrade the existing visual character or
quality of the Project Site or its surroundings.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.1-25-26 of the Draft EIR, the
development of the Project will introduce urban
development into an area of the City that has
historically been used for ranching and agricultural
purposes. However, the City’s General Plan has
identified the Project Site for business park and
commercial development with the recognition that the
visual attributes of the Project Site will change.
That change is a continuation of planned development
that is visually compatible with the proposed future
urbanization of the area surrounding the Project Site.

	 	2.	 	AGRICULTURAL RESOURCES

	 	 	 	 	 	 	 

	 

	 	a.
	 	Potential Significant Impact:
	 	Conflict with existing zoning for agricultural
use or a Williamson Act contract (Impact 5.2-2)

			
	Finding:	 	The Project does not conflict with existing zoning for agricultural use or a
Williamson Act contract.

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

12

 

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on page 5.2-5 of the Draft EIR and in the
Agricultural Resources Report and Land Evaluation and
Site Assessment and the Agricultural Impact Evaluation,
Appendices B.1 and B.2 to the Draft EIR, the Project
Site is zoned as Business Park and Commercial and is
not subject to a Williamson Act contract.

	 	 	 	 	 	 	 

	 

	 	b.
	 	Potential Significant Impact:
	 	Conversion of other farmland to
nonagricultural use (Impact 5.2-3)

			
	Finding:	 	The Project will cause changes in the existing environment which could result in
the conversion of other farmland to nonagricultural use. However, such changes will
not rise to a level of significance because the surrounding farmland is designated
for development in the City’s General Plan and is not suitable for farming in the
long term in any event.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on page 5.2-6 of the Draft EIR and in the Agricultural
Resources Report and Land Evaluation and Site
Assessment and the Agricultural Impact Evaluation,
Appendices B.1 and B.2 to the Draft EIR, the Project
Site and the area surrounding the Project Site are
vacant and, in the past, have been used for dry land
farming. However, the development of the Project
would not, by itself, in any way limit the use of
adjacent land for agricultural purposes. Moreover,
the surrounding land is designated for urban use
with the understanding that whatever limited
agricultural use now exists will not continue to exist for much longer.
	 
	 

	 	Moreover, as discussed on pages 5.2-1 and -6-7 of the
Draft EIR and in the Agricultural Resources Report and
Land Evaluation and Site Assessment and the Agricultural
Impact Evaluation, Appendices B.1 and B.2 to the Draft
EIR, the City’s General Plan recognizes that farming has
become less economically viable because of the high cost
of water, the cost of land and property taxes, conflicts
with surrounding urban uses and the lack of agri-business
support in the area. Although land near the Project Site
does contain land which has been identified by the
California Department of Conservation as suitable for
farming, the absence of an agricultural “infrastructure”
— crop managers, labor, farm implements and processing

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

13

 

	 	 	 

	 

	 	facilities — in the vicinity, the cost of bringing
suitable water to the Project Site, the cost of the
water itself and the fact that the sale of the
products which could be grown if water were
available would not cover the costs of production
means that the land near the Project Site cannot be
realistically considered as an agricultural
resource.

	 	3.	 	AIR QUALITY

	 	 	 	 	 	 	 

	 

	 	a.
	 	Potential Significant Impact:
	 	Conflict with, or obstruction of,
implementation of the applicable air
quality plan (Impact 5.3-1)

			
	Finding:	 	The Project will not conflict with, nor will it obstruct implementation
of, the applicable air quality plan.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.3-22-23 of the Draft EIR and
in the Air Quality and Health Risk Report, Appendix
D.1 to the Draft EIR, the Project is consistent with
the Air Quality Management Plan prepared by the
South Coast Air Quality Management District because,
as set forth in Response 20-2 on page 3-94 of the
Final EIR, the number of trips generated under the
existing General Plan land use designation, which
forms the basis for the Air Quality Management Plan,
contemplates vehicle trips substantially in excess
of those which will result once the Project is fully
developed.

	 	 	 	 	 	 	 

	 

	 	b.	 	Potential Significant Impact:
	 	Creation of objectionable odors (Impact 5.3-5)

			
	Finding:	 	The Project will not create objectionable odors affecting substantial
numbers of people.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on page 5.3-54 of the Draft EIR and in
the Air Quality and Health Risk Report, Appendix D.1 to the Draft EIR, the project will not contain
land uses typically associated with emitting
objectionable odors. Diesel exhaust and volatile
organic compounds would be emitted during
construction and operation of the project, which
may be objectionable; however, emissions would
disperse rapidly from the project site

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

14

 

	 	 	 

	 

	 	and therefore will not be at a level that would
induce any significant negative response.

	 	4.	 	BIOLOGICAL RESOURCES

	 	 	 	 	 	 	 

	 

	 	a.
	 	Potential Significant Impact:
	 	Substantial adverse impact on habitat (Impact 5.4-2)

			
	Finding:	 	The Project will not have a substantial adverse affect on any riparian
habitat or other sensitive natural community identified in local or regional
plans, policies, regulations or by the California Department of Fish and Game
or the U.S.A. Fish and Wildlife Service.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on page 5.4-31 of the Draft EIR and in
the Habitat. Assessment and MSHCP Consistency
Analysis, Appendix C. 1 to the Draft EIR, the
Project Site does not contain any riparian habitat
nor does it contain any habitat for either
sensitive plants or wildlife.

	 	 	 	 	 	 	 

	 

	 	b.
	 	Potential Significant Impact:
	 	Substantial adverse effect on protected wetlands (Impact 5.4-3)

			
	Finding:	 	The Project will not have any effect on federally protected wetlands as
defined by Section 404 of the Clean Water Act.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on page 5.4-31 of the Draft EIR and in
the Habitat Assessment and MSHCP Consistency
Analysis and the Delineation of Jurisdictional
Waters and Wetlands, Tentative Parcel Map No. 35629
and Associated Offsite Areas, Appendices C.1 and
C.2 to the Draft EIR, there are no wetlands or
wetland vegetation on the Project Site.

	 	 	 	 	 	 	 

	 

	 	c.
	 	Potential Significant Impact:
	 	Interference with migratory wildlife corridors (Impact 5.4-4)

			
	Finding:	 	The Project will not interfere with the movement of native resident or
migratory fish or wildlife species or with established native resident or
migratory wildlife corridors nor impede the use of native wildlife nursery
sites.

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

15

 

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.4-31-32 of the Draft EIR and
in the Habitat Assessment and MSHCP Consistency
Analysis, Appendix C.1 to the Draft EIR, no
wildlife movement corridors occur on, or directly
adjacent to, the Project Site nor will there be any
impact on native wildlife nursery sites because no
such sites were observed on, or directly adjacent
to, the Project Site.

	 	4.	 	GEOLOGY AND SOILS

	 	 	 	 	 	 	 

	 

	 	a.
	 	Potential Significant Impact:
	 	Exposure of people or structures to potential
substantial adverse effects (Impact 5.6-1)

			
	Finding:	 	The Project will not expose people or structures to potential substantial
adverse effects, including the risk of loss, injury, or death involving: (i)
rupture of a known earthquake fault, as delineated on the most recent
Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist, for
the Project Site or based on other substantial evidence of a known fault; (ii)
strong seismic ground shaking; (iii) seismic-related ground failure, including
liquefaction; and (iv) landslides.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.6-1-15 and Responses 15-1-5
on pages 3-137-138 of the Final EIR and in the
geotechnical studies, Appendix F to the Draft EIR, the
Project Site is not located in an area that is underlain
by any active fault segments although there may be
unnamed fault splays nearby. The Project Site is
located in an area where there is a moderate potential
for liquefaction. However, liquefaction occurs only
when groundwater is present within  50 feet of the surface, something which exploratory wells have
shown does not occur on the Project Site. The
combination of required setbacks and adherence to
the structural design requirements set forth in the
California Building Code means that the chances of
substantial adverse effects will be no greater on
the Project Site than anywhere else in Southern
California.
	 
	 	 
	 

	 	Although no mitigation is required to reduce any
significant impact, Mitigation Measure GEO-1, set
forth on page 4-52 of the Final EIR, has been
imposed as a condition of Project approval to
ensure that any fault features found on the Project
Site will be suitably dealt with.

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

16

 

	 	 	 	 	 	 	 

	 
	 	b.	 	Potential Significant Impact:	 	Substantial soil erosion or loss of topsoil (Impact 5.6-2)

			
	Finding:	 	The Project will not result in substantial soil erosion or the loss of topsoil.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on page 5.6-15 of the Draft EIR, the
Project Site has a gentle slope which does not have a
high erosion potential. The fine sandy soil on the
Site does have a potential for wind erosion but
standard best management practices and air quality
emission dust controls during grading will ensure
that the soils are properly moistened during high
wind conditions.  Topsoil on the Site will be lost
due to the construction of the Project. However,
because the Project Site will ultimately be converted
to urban uses and no longer available for
agricultural production, the loss of the topsoil will
not result in any significant impact.

	 	 	 	 	 	 	 

	 

	 	c.
	 	Potential Significant Impact:
	 	Unstable geologic location (Impact 5.6-3)

			
	Finding:	 	The Project will not be located on a geologic unit or soil that is
unstable or that would become unstable as a result of the Project and will not
potentially result in on-or off-site landslides, lateral spreading,
subsidence, liquefaction or collapse.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.6-1-10 and –15 of the Draft
EIR and in the geotechnical studies, Appendix F to
the Draft EIR, and in subsection IV.4.a. above, no
evidence of geologic instability underlaying the
Project Site has been identified as a result of
the geotechnical investigations carried out on the
Site. Moreover, the development of the Project
Will be subject to the City’s Grading Ordinance
and the California Building Code, both of which
are designed to deal with potential problems of
geologic instability.

	 	 	 	 	 	 	 

	 

	 	d.
	 	Potential Significant Impact:
	 	Location of the Project on expansive soil (Impact 5.6-4)

			
	Finding:	 	The Project will not be located on expansive soil, as defined in Table
18-1-B of the Uniform Building Code (1994), nor will it create substantial
risk to life or property.

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

17

 

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on page 5.6-16 of the Draft EIR and in
the geotechnical studies, Appendix F to the Draft
EIR, limited laboratory tests of the soils at the
Project Site at shallow depth show that they have a
low expansion potential. Moreover, the Project will
be required to comply with the City’s Grading
Ordinance and the California Building Code, both of
which are designed to deal with the potential of
expansive soils.

	 	 	 	 	 	 	 

	 

	 	e.
	 	Potential Significant Impact:
	 	Wastewater disposal systems (Impact 5.6-5)

			
	Finding:	 	Wastewater disposal will have no effect on the soils on the Project Site.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on page 5.6-16 of the Draft EIR, the
Project will be connected to wastewater service
provided by the Eastern Municipal Water District
and no septic tanks will be used.

	 	 	 	 	 	 	 

	 

	 	f.
	 	Potential Significant Impact:
	 	Cumulative impacts on geology and soils

			
	Finding:	 	Cumulative impacts on geology and soils caused by the Project, in
conjunction with other development, will not be cumulatively considerable and
thus will be less than significant.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on page 6-12 of the Draft EIR, the
physical development of other land will be subject
to the same strict safeguards applicable to the
development of the Project Site. Further, impacts
to geology and soils are site specific so that a
problem on one site does not contribute to
problems on other sites.

	 	5.	 	HAZARDS AND HAZARDOUS MATERIALS

	 	 	 	 	 	 	 

	 

	 	a.
	 	Potential Significant Impact:
	 	Hazardous emissions within one-quarter
mile of an existing or proposed school
(Impact 5.7-2)

			
	Finding:	 	The Project will not emit hazardous emissions nor will it handle
hazardous or acutely hazardous materials, substances or wastes within
one-quarter mile of an existing or proposed school.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on page 5.7-9 of the Draft EIR and in the
letter from Jeff Hoskinson dated April 21, 2008,
Appendix L to the Draft EIR, the nearest school
site, the Calvary Chapel Christian School, is
located

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

18

 

	 	 	 

	 

	 	approximately 1.3 miles northwest of the
Project Site. Two school sites which had
previously been considered by the Moreno Valley
Unified School District within
one-quarter mile of the Project Site
have been abandoned.

	 	 	 	 	 	 	 

	 

	 	b.
	 	Potential Significant Impact:
	 	Safety hazard due to proximity to an airport (Impact 5.7-3)

			
	Finding:	 	The Project will not result in a safety hazard for people residing or
working in the area due to the proximity of an airport or private airstrip.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on page 5.7-19 of the Draft EIR, the
nearest airport or private airstrip is March Air
Force Base which is located approximately 7.3 miles
southwest of the Project Site. The Site is not
within any airport land use plan area.

	 	 	 	 	 	 	 

	 

	 	c.
	 	Potential Significant Impact:
	 	Impairment or interference with an adopted emergency response plan (Impact 5.7-4)

			
	Finding:	 	The Project’s implementation will not impair or physically interfere with
any adopted emergency response plan or any emergency evacuation plan.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.7-9-10 of the Draft EIR, the
Project Site is located on the City’s urban fringe
and does not interfere with access to any other
area. Emergency access to the Project Site will be
available from both Redlands Boulevard and Theodore
Street along future Eucalyptus Avenue for all three
Phases of the Project.

	 	 	 	 	 	 	 

	 

	 	d.
	 	Potential Significant Impact:
	 	Exposure to wildland fires (Impact 5.7-5)

			
	Finding:	 	The development of the Project will not expose people or structures to
significant risk of loss, injury or death involving wildland fires.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on page 5.7-10 of the Draft EIR, the
Project Site is located in an area which is
currently
undeveloped and actively dry farmed. No heavy
natural vegetation exists in the area surrounding
the Site, the surrounding areas cannot be
characterized as wildlands nor is the Project
Site located in an area identified as a high fire
area by Riverside County. The

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

19

 

	 	 	 

	 

	 	closest high fire area is approximately
eight-tenths of a mile west of the Site.

	 	6.	 	HYDROLOGY AND WATER QUALITY

	 	 	 	 	 	 	 

	 

	 	a.
	 	Potential Significant Impact:
	 	Violation of water quality or waste discharge standards (Impact 5.8-1)

			
	Finding:	 	The Project will not violate any water quality standards nor any waste
discharge standards nor will it otherwise degrade water quality.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.8-11-15 of the Draft EIR, as
modified on page 4-56-57 of the Final EIR, and in
the Logistics Building Runoff Management Plan and
the Project Specific Preliminary Water Quality
Management Plan, Appendices H.1 and H.2 to the
Draft EIR, the Project applicant will be required
to prepare a Stormwater Pollution Prevention Plan
(“SWPPP”) that conforms to the State Water
Resources Control Board’s National Pollutant
Discharge Elimination System permit prior to the
issuance of grading or construction permits. The
SWPPP will identify best management practices to
prevent construction related pollutants from
reaching Stormwater and all products of erosion
from moving off-site. Conformance with the
mandatory requirements of the SWPPP will ensure
that no substantial degradation of water quality
associated with the short-term construction
activities will occur.
	 
	 	 
	 

	 	Long-term operational stormwater quality concerns
will be managed pursuant to a City approved Water
Quality Management Plan for the Project Site. The
Plan requires the construction of a stormwater
conveyance system that will include a series of
extended detention basins, which will also serve as
infiltration basins, with catch basin inserts for
the removal of trash. The result will be a
significant reduction in pollutant loads in the
Stormwater runoff from the Project Site which might
otherwise reach surface water bodies.

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

20

 

	 	 	 	 	 	 	 

	 

	 	b.
	 	Potential Significant Impact:
	 	Depletion of groundwater supplies or
interference with groundwater
recharge (Impact 5.8-2)

			
	Finding:	 	The Project will not substantially deplete groundwater supplies nor will
it interfere substantially with groundwater recharge.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on page 5.8-15 of the Draft EIR, and in
the geotechnical studies, Appendix F to the Draft
EIR, development of the Project Site will increase
the amount of impervious area on the Site. However,
because groundwater is located more than 110 feet
below the existing ground surface, existing recharge
is currently minimal. Stormwater runoff from the
Project Site will be released into existing
downstream drainage areas which will continue to
allow runoff from the Site to percolate into the
soil.

	 	 	 	 	 	 	 

	 

	 	c.
	 	Potential Significant Impact:
	 	Alteration of existing drainage patterns
resulting in substantial erosion, siltation
or flooding on- or off-site (Impact 5.8-3)

			
	Finding:	 	The Project will not substantially alter the existing drainage pattern in
a manner which would result in substantial erosion, siltation or flooding on-
or off-site.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.8-16-18 of the Draft EIR, as
modified on page 4-58 of the Final EIR, and in the
Logistics Building Runoff Management Plan and the
Project Specific Preliminary Water Quality
Management Plan, Appendices H.1 and H.2 to the
Draft EIR, the best management practices
requirement of the SWPPP will ensure that runoff
from the Project Site, including siltation, will be
cleaned and delivered into existing off-site
drainage channels in an amount which will not
exceed predevelopment flows.
	 
	 	 
	 

	 	The Project Site is located in an area which is
subject to a 500-year flood or a 100-year flood
with an average flooding depth of less than one
foot. The Project’s detention basins will be
utilized to reduce the 100-year peak storm flows to
levels at or below existing peak discharges for the
Project Site. Thus, the

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

21

 

	 	 	 

	 

	 	development of the Project will not add to the
potential for flooding on- or off-site.

	 	 	 	 	 	 	 

	 

	 	d.
	 	Potential Significant Impact:
	 	Creation or contribution of runoff waters
exceeding the capacity of existing or
planned drainage systems or resulting in
substantial additional sources of
polluted runoff (Impact 5.8-4)

			
	Finding:	 	The Project will not create, nor will it contribute to, runoff water which
would exceed the capacity of existing or planned stormwater drainage systems
nor will it provide substantial additional sources of polluted runoff.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.8-17-18 of the Draft EIR, as
modified on page 4-38 of the Final EIR, and in the
Logistics Building Runoff Management Plan and the
Project Specific Preliminary Water Quality
Management Plan, Appendices H.1 and H.2 to the Draft
EIR, development of the Project Site will increase
the impervious surface and would, in the absence of
suitable improvements, result in increased
stormwater runoff. However, because of the drainage
improvements discussed in Section 5.8 of the Draft
EIR, stormwater runoff from the Project Site will be
less than, or equal to, the peak discharges under
existing conditions. Further, the Project’s
treatment of stormwater runoff, discussed in
subsection IV.7.a. above, will ensure the absence of
pollutants leaving the Project Site.

	 	 	 	 	 	 	 

	 

	 	e.
	 	Potential Significant Impact:
	 	The location of housing within a 100-year flood hazard area (Impact 5.8-5)

			
	Finding:	 	The Project will not place housing or other structures within a 100-year
flood hazard area.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on page 5.8-18 of the Draft EIR, the
Project will not contain any housing and the
Project Site is not located within a 100-year flood
hazard area.

	 	 	 	 	 	 	 

	 

	 	f.
	 	Potential Significant Impact:
	 	Exposure of people or structures to
significant risk of loss, injury or
death involving flooding (Impact 5.8-6)

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

22

 

			
	Finding:	 	The Project will not expose people or structures to a significant risk of
loss, injury or death involving flooding as a result of the failure of a levee or a
dam.

			
	Factual Basis for the Finding:	 	As discussed on page 5.8-18 of the Draft EIR, the
nearest dam is approximately five miles downstream of
the Project Site so that there is no risk from dam
failure. Further, there are no levees located anywhere
in the vicinity of the Project Site.

			
	      g. Potential Significant Impact:	 	Inundation by seiche, tsunami or mud flow
(Impact 5.8-7)

			
	Finding:	 	The Project Site will not be subject to inundation by seiche, tsunami or mud
flow.

			
	Factual Basis for the Finding:	 	As discussed on pages 5.8-18-19 of the Draft EIR, the
Project Site is not located near the Pacific Ocean nor
any large body of water. Therefore, neither tsunamis nor
seiches, which are defined as standing waves in a
partially enclosed body of water, present any hazard to
the Project Site. Further, the Site and its surrounding
vicinity is relatively flat and the nearest foothills
are more than a mile away so that the potential for a
mud flow affecting the Site is remote.

			
	      h. Potential Significant Impact:	 	Cumulative impacts on hydrology and water
quality

			
	Finding:	 	Cumulative impacts on hydrology and water quality caused by the Project, in
conjunction with other development, will not be cumulatively considerable and thus
will be less than significant.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on page 6-14 of the Draft EIR, the EIR
prepared for the City’s General Plan found that the
development of the Project Site and surrounding areas
has the potential to increase flooding, erosion,
stormwater pollutants. These impacts will be avoided
through the implementation of required Best management
Practices on a project by project basis in accordance
with the national Pollutant Discharge Elimination
Stormwater Permit and Water Quality Management Plans.
All flood control measures and infrastructure
maintenance will be required to comply

Resolution
No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

23

 

	 	 	 

	 

	 	with either the Riverside County Flood Control and
Water Conservation District’s or the City’s standard
engineering practices. Additionally, all new
development will be required to build master drainage
plan facilities and/or pay fees which will be used to
build them.

     7. LAND USE AND PLANNING

			
	      a. Potential Significant Impact:	 	Physical division of an established
community (Impact 5.9-1)

			
	Finding:	 	The Project will not physically divide an established community.

			
	Factual Basis for the Finding:	 	As discussed on page 5.9-16 of the Draft EIR, there is
no established community in the Project area at the present
time. Further, the existing General Plan designates the
Project Site for nonresidential development.

			
	      b. Potential Significant Impact:	 	Cumulative impacts on land use and
planning

			
	Finding:	 	Cumulative impacts on land use and planning caused by the Project, in conjunction
with other development, will not be cumulatively considerable and thus will be less
than significant.

			
	Factual Basis for the Finding:	 	As discussed on pages 6-14-16 of the Draft EIR, the
changes in land use for the Project Site will produce
fewer jobs than currently projected based on the
development contemplated by the existing General Plan
designation and zoning but will still increase the
City’s job/housing ratio. Further, the impacts
resulting from changes in land use are site specific
so that a change of use on one site does not contribute
to a change of use on other sites.

     8. MINERAL RESOURCES

			
	      a. Potential Significant Impact:	 	Loss of a known valuable mineral resource
(Impact 5.10-1)

			
	Finding:	 	The Project will not result in the loss of availability of a known mineral
resource that would be of value to the region and the residents of the state.

Resolution
No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

24

 

			
	Factual Basis for the Finding:	 	As discussed on page 5.10-3 of the Draft EIR, there
are no known mineral resources on the Project Site.

			
	      b. Potential Significant Impact:	 	Loss of availability of a locally-important
mineral resource recovery site (Impact 5.10-2)

			
	Finding:	 	The Project will not result in the loss of availability of a locally-important
mineral resource recovery site delineated on the City’s General Plan or any other
land use plan.

			
	Factual Basis for the Finding:	 	As discussed on page 5.10-3 of the Draft EIR, the
Project Site is not identified on any land use plan as
containing any locally-important mineral resource
recovery site.

			
	      c. Potential Significant Impact:	 	Cumulative impacts on mineral resources

			
	Finding:	 	Cumulative impacts on mineral resources caused by the Project, in conjunction
with other development, will not be cumulatively considerable and thus will be less
than significant

			
	Factual Basis for the Finding:	 	As discussed on pages 6-16-17 of the Draft EIR, there
are no mineral resources located on the Project Site so
the development of the Project will not have any impact
on mineral resources. Further, impacts to mineral
resources are site specific so that a problem on one
site does not contribute to problems on other sites.

     9. NOISE

			
	      a. Potential Significant Impact:	 	Exposure of people to noise levels in excess
of applicable standards or a substantial
permanent noise increase in the vicinity of
the Project (Impact 5.11-1)

			
	Finding:	 	The Project will not expose people to noise levels in excess of applicable
standards. The Project will produce a permanent noise increase in the vicinity of the
Project Site but will not result in any significant impact.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.11-17-24 of the Draft EIR and
in the Noise Assessment, Appendix I to the Draft EIR,
the Project will result in a permanent noise increase in
the vicinity of the Project Site because the Site is
currently vacant. Traffic servicing the Project Site will

Resolution
No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

25

 

	 	 	 

	 

	 	add to the existing noise along Redlands Boulevard
and Theodore Street between future Eucalyptus Avenue and
SR-60. However, there are no sensitive receptors along
either of these street segments which would be adversely
affected by the increased noise. Any residential
development on land south of future Eucalyptus Avenue
will require a sound study, which will review the
physical layout of the development, and, if noise
problems are found, will require the imposition of
appropriate noise reduction measures to ensure that the
noise impacting future residents will not exceed that
allowed by the City’s Municipal Code.
	 
	 	 
	 

	 	The buildings housing the Project’s logistics and
commercial uses will be serviced by loading docks and
other accessory equipment which will operate outside of
the buildings. If adjacent to residential and other
sensitive land uses, these activities could result in
adverse noise impacts. However, all of the Project
related activities will be separated from surrounding
areas by surface streets or SR-60. The traffic generated
noise on these roadways will be much greater than noise
generated on the Project Site and will, therefore,
completely mask any such noise. Further, noise generated
on the Project Site will be under 65 CNEL, the City’s
noise standard for residential areas, for all areas
zoned for residential development.

			
	      b. Potential Significant Impact:	 	Exposure of people to excessive ground
borne vibration or noise (Impact 5.11-2)

			
	Finding:	 	The Project will not expose people to, nor will it generate, excessive ground
borne vibration or noise.

			
	Factual Basis for the Finding:	 	As discussed on page 5.11-24 of the Draft EIR and in
the Noise Assessment, Appendix I to the Draft EIR, the
grading and construction associated with the development
of the Project will not require pile drivers, blasting
or other vibration causing equipment or events. Rubber
tired vehicles, such as the trucks and cars which will
be servicing the Project, generally do not cause
significant vibration.

Resolution
No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

26

 

			
	      c. Potential Significant Impact:	 	Exposure of people to excessive noise levels
from airports (Impact 5.11-4)

			
	Finding:	 	People working on the Project Site will not be subjected to excessive noise
levels as a result of the Site being located within an airport land use plan area or
within two miles of a public or public use airport.

			
	Factual Basis for the Finding:	 	As discussed on page 5.11-26 of the Draft EIR, the
Project Site is not located within an airport land use
plan area nor is it located within two miles of a
public or public use airport.

			
	      d. Potential Significant Impact:	 	Excessive noise levels due to the proximity
of a private airstrip (Impact 5.11-5)

			
	Finding:	 	People working on the Project Site will not be subjected to excessive noise
levels as a result of the Site being located within the vicinity of a private
airstrip.

			
	Factual Basis for the Finding:	 	As discussed on pages 5.7-9 and 5.11-26 of the Draft
EIR, the nearest airport is more than seven miles away from
the Project Site and there are no known private airstrips
in the vicinity. Therefore, the Project Site will not be
subject to excessive noise levels from aircraft.

     10. POPULATION, HOUSING AND EMPLOYMENT

			
	      a. Potential Significant Impact:	 	The inducement of substantial population
growth in the Project area (Impact 5.12-1)

			
	Finding:	 	The Project will not, directly or indirectly, induce substantial population
growth in the Project area through the introduction of homes or businesses nor
through the extension of roads or other infrastructure.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on page 5.12-3 of the Draft EIR,
approximately 2,000 jobs will be generated by the
development of the Project. It is expected that most of
the workers will reside in the local area. There is a
sufficient housing supply already in existence to
accommodate those employees who will move into the
City.
	 
	 	 
	 

	 	The construction of future Eucalyptus Avenue, as well
as the extension of public services and utilities, will
primarily serve the Project Site and will not lead,

Resolution
No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

27

 

	 	 	 

	 

	 	directly or indirectly, to any substantial population
growth in the Project area. Adjacent properties may use
future Eucalyptus Avenue, which will run between
Redlands Boulevard and Theodore Street, but adjacent
properties already have access to these two roadways.

			
	      b. Potential Significant Impact:	 	Displacement of existing housing (Impact 5.12-2)

			
	Finding:	 	The Project will not displace existing housing nor will it necessitate the
construction of replacement housing elsewhere.

			
	Factual Basis for the Finding:	 	As discussed on pages 5.12-3-4 of the Draft EIR, the
Project Site does not have any housing on it.

			
	      c. Potential Significant Impact:	 	Displacement of people (Impact 5.12-3)

			
	Finding:	 	The Project will not displace people nor will it necessitate the construction of
replacement housing elsewhere.

			
	Factual Basis for the Finding:	 	As discussed on page 5.12-4 of the Draft EIR, the
Project Site is currently vacant so that the development
of the Project will not result in the displacement of
anyone.

			
	      d. Potential Significant Impact:	 	Cumulative impacts on population, housing
and employment.

			
	Finding:	 	Cumulative impacts caused by the development of the Project, in conjunction with
other development, will not be cumulatively considerable and thus will be less than
significant.

			
	Factual Basis for the Finding:	 	As discussed on pages 6-23-24 of the Draft EIR, the
development of the Project will help improve the City’s
jobs/housing imbalance by adding jobs but not housing.
Development of other land will be pursuant to the City’s
existing General Plan, which contemplates a substantial
increase in jobs and homes, and will not be affected by
the development of the Project.

     11. PUBLIC SERVICES

			
	      a. Potential Significant Impact:	 	The provision of new or physically altered
police facilities (Impact 5.13-1)

Resolution
No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

28

 

			
	Finding:	 	The Project will not result in substantial adverse physical
impacts associated with the provision of new or physically altered police
facilities, the construction of which would cause significant environmental
impacts, in order to maintain acceptable service ratios, response times or
other performance objectives for police services.

			
	Factual Basis for the Finding:	 	As discussed on pages 5.13-1-2 of the Draft EIR and in
the letter from Moreno Valley’s Police Chief, in
Appendix L to the Draft EIR, the development of the
Project may require an incremental increase in the need
for police services but no new facilities will have to
be constructed to provide that service which will be in
the form of personnel and equipment which will be paid
for out of general City revenues.

			
	      b. Potential Significant Impact:	 	Adverse physical impacts associated with
the provision of new or physically altered
school facilities (Impact 5.13-3)

			
	Finding:	 	The Project will not result in substantial adverse physical impacts associated
with the provision of  new or physically altered school facilities, the construction
of which would cause significant environmental impacts, in order to maintain
acceptable service ratios, response times or other performance objectives for school
services.

			
	Factual Basis for the Finding:	 	As discussed on page 5.13-4 of the Draft EIR, the
Project will not contain any homes and therefore will not
house any school-age children and will not, therefore,
create the need for new or altered school facilities.
Further, the payment of school fees authorized by
Government Code § 65995 would constitute full mitigation
even if any additional needs were created.

			
	      c. Potential Significant Impact:	 	Substantial adverse physical impacts
associated with the provision of new or
physically altered park facilities (Impact
5.13-4)

			
	Finding:	 	The Project will not result in substantial adverse physical impacts associated
with the provision of new or physically altered park facilities, the construction of
which would cause significant environmental impacts, in order to maintain acceptable
service ratios, response times or other performance objectives for park services.

Resolution
No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

29

 

			
	Factual Basis for the Finding:	 	As discussed on pages 5.13-5-6 of the Draft EIR, the
Project is not expected to generate more than a few new
residents in the City. The satisfaction of the park
needs of those new citizens has already been accounted
for as part of the City’s projected population and
residential growth in the existing General Plan. There
are currently no City recreational facilities near the
Project Site that would be used by employees.

			
	      d. Potential Significant Impact:	 	Substantial adverse physical impacts
associated with the provision of other new or
physically altered other facilities (Impact
5.13-6)

			
	Finding:	 	The Project will not result in substantial adverse physical impacts associated
with the provision of other new or physically altered other facilities, the
construction of which would cause significant environmental impacts, in order to
maintain acceptable service ratios, response times or other performance objectives for
other services.

			
	Factual Basis for the Finding:	 	As discussed on page 5.13-6 of the Draft EIR, the
Project is not expected to generate more than a few new
residents in the City. The satisfaction of the other
needs of those new citizens has already been accounted
for as part of the City’s projected population and
residential growth in the existing General Plan. There
are currently no other City facilities near the Project
Site that would be used by employees.

			
	      e. Potential Significant Impact:	 	Cumulative impacts on public services

			
	Finding:	 	Cumulative impacts caused by the Project, in conjunction with other development,
will not be cumulatively considerable and thus will be less than significant.

			
	Factual Basis for the Finding:	 	As discussed on pages 6-24-25 of the Draft EIR, the
impacts on public services caused by the development of
the Project will be less than significant. Development of
other land will be pursuant to the City’s existing
General Plan, which incorporates the need for, and the
provision of, public services and will not be affected by
the development of the Project.

Resolution
No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

30

 

     12. TRANSPORTATION AND TRAFFIC

			
	      a. Potential Significant Impact:	 	Exceeding a level of service set by a
congestion management agency (Impact 5.14-2)

			
	Finding:	 	No roadway or highway subject to Riverside County’s
Congestion Management Plan will be significantly affected by Project traffic.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.14-4 and -29-34 of the Draft
EIR, as modified on pages 4-64-65 of the Final
EIR, and in Traffic Study, Appendix J to the Draft EIR
and in the Traffic Topical response, pages 3-145-163 of
the Final EIR, the Project traffic will account for
approximately 2% of the traffic at SR 60/I-215 which is
less than the 3% level of significance threshold
contained in the Riverside County Congestion Management Plan.
	 
	 	 
	 

	 	SR-60 is the only roadway or highway affected by the
Project which is also subject to the Riverside County
Congestion Management Plan. Two segments just east of
the SR-60/I-215 intersection are currently, and will
remain, at level of service F with or without Project
traffic. However, while this exceeds the Riverside
County Congestion Management Plan’s level of service
requirement of E, it is less than significant because
the Project’s contribution of approximately 2% is less
than the 3% level of significance threshold.

			
	      b. Potential Significant Impact:	 	Increase in hazards due to a design feature
or an incompatible use (Impact 5.14-3)

			
	Finding:	 	The Project will not substantially increase hazards due to a design feature
(e.g., sharp curves or dangerous intersections) or an incompatible use (e.g., farm
equipment).

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.14-34-35 of the Draft EIR, the
Project Site will be served by large trucks. All
roadways and entryways associated with the Project
Site have been designed in accordance with standards
provided by the City. Moreover, a separate northbound
left-turn lane at the Theodore Street/SR-60

Resolution
No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

31

 

	 	 	 

	 

	 	eastbound ramp will improve safety for truck
operations over that currently existing.
	 
	 	 
	 

	 	The normal hazards associated with blind spots created
when people in vehicles are in close proximity to large
trucks and trailers will be substantially reduced
because a single driveway will serve as a primary
entrance for truck traffic serving the Project Site and
potential blind spots will be addressed through the
design feature of the individual driveways.
	 
	 	 
	 

	 	Finally, a Construction Management Plan will be
implemented to address traffic during the grading and
construction phases of the Project to ensure that
construction traffic will not result in any hazards to
the traveling public.

			
	      c. Potential Significant Impact:	 	Inadequate emergency access (Impact 5.14-4)

			
	Finding:	 	The Project will not result in inadequate emergency access.

			
	Factual Basis for the Finding:	 	As discussed on page 5.14-35 of the Draft EIR, the
Project does not create any barriers between roadways
and any other land use. Emergency access to the Project
Site will be available over future Eucalyptus Avenue
from both Redlands Boulevard and Theodore Street for all
three Phases of the Project-even though access from
Redlands Boulevard will not be available to the general
public until Phase 3.

			
	      d. Potential Significant Impact:	 	Conflict with adopted policies, plans or
programs supporting alternative
transportation (Impact 

5.14-5)

			
	Finding:	 	The Project will not conflict with adopted policies, plans or programs
supporting alternative transportation (e.g., bus turnouts, bicycle racks, etc.).

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.14-35-39 of the Draft EIR,
future Eucalyptus Avenue will be improved adjacent to
the Project Site and will be suitable for a bus route
should one be extended to the Site by the Riverside
County Transit Agency. Further, a multi-use trail,
suitable for pedestrians and bicyclists, will be

Resolution
No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

32

 

	 	 	 

	 

	 	constructed adjacent to the Project Site on the
north side of future Eucalyptus Avenue.

     13. UTILITIES AND SERVICE SYSTEMS

			
	      a. Potential Significant Impact:	 	Exceeding wastewater treatment
requirements (Impact 5.15-1)

			
	Finding:	 	The Project will not exceed wastewater treatment requirements set by the Regional
Water Quality Control Board.

			
	Factual Basis for the Finding:	 	As discussed on pages 5.15-1 and -9 of the Draft EIR,
the Project’s wastewater flows will be typical of those
from commercial/retail facilities and, for the
logistics facilities, would consist of domestic waste
from employees. No effluents are expected that would
exceed the treatment requirements set by the Regional
Water Quality Control Board.

			
	      b. Potential Significant Impact:	 	Construction of new water and wastewater
treatment facilities or the expansion of
existing facilities, the construction of
which could cause significant environmental
effects (Impact 5.15-2)

			
	Finding:	 	The Project will not require, nor result in, the construction of new water and
wastewater treatment facilities nor the expansion of existing facilities, the
construction of which could cause significant environmental effects.

			
	Factual Basis for the Finding:	 	As discussed on pages 5.15-2-5 and -9 of the Draft
EIR, as modified on pages 4-65-68 of the Final EIR,
no expansion of existing water and wastewater treatment
facilities will be required to serve the Project Site.

			
	      c. Potential Significant Impact:	 	Construction of new stormwater drainage
facilities or the expansion of existing
facilities, the construction of which could
cause significant environmental effects
(Impact 5.15-3)

			
	Finding:	 	The Project will not require, not will it result in, the construction of new
stormwater drainage facilities nor will it require, nor result in, the expansion of
existing facilities, the construction of which could cause significant environmental
effects.

Resolution
No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

33

 

			
	Factual Basis for the Finding:	 	As discussed in Section 5.8 and page 5.15-9 of the
Draft EIR, as modified by pages 4-55-58 of the Final
EIR, the Project’s new stormwater drainage facilities
will decrease stormwater runoff from the Project Site
compared to that which currently  exists and will also
significantly reduce the pollutant load of stormwater
runoff over that which currently exists.

			
	      d. Potential Significant Impact:	 	Adequacy of water supplies available to
serve the Project (Impact 5.15-4)

			
	Finding:	 	Sufficient water supplies are available to serve the Project from existing
resources so that neither new nor expanded entitlements are required.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.15-2-5, 9-11 and 14-15 of the
Draft EIR, as modified on pages 4-67-68 of the Final EIR,
and the March 5, 2008, Water Supply Assessment prepared
for the Project by the water provider, the Eastern
Municipal Water District (the “EMWD”) as corrected by the
June 4, 2008, letter from the EMWD, Appendix K.2 to the
Draft EIR, the Project, at build out, will use just over
140 acre feet of potable water per year. The Water Supply
Assessment, which was prepared pursuant to SB610, took
into consideration the October, 2007, reduction in water
from Northern California through the State Water Project
which substantially reduced the amount of water available
to Southern California. After taking that information
into consideration, the EMWD determined that “it will be
able to provide adequate water supply to meet the potable
water demand for Tentative Parcel Map 35629, in addition
to existing and future uses.” (Page 33 of the Water
Supply Assessment.)
	 
	 	 
	 

	 	Further, existing water infrastructure currently exists
which, with the addition of a 12 inch pipeline to the
Project Site from an existing water line located south
of and adjacent to SR-60, west of Redlands Boulevard,
will allow water to be brought to the Project Site.
	 
	 	 
	 

	 	Although no mitigation is required to reduce any
significant impact, Mitigation Measure W-1, set forth on
pages 5.15-14-15 of the Draft EIR, which requires the
preparation of a planting and irrigation for the

Resolution
No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

34

 

	 	 	 

	 

	 	City’s review and approval, has been imposed as
a condition of Project approval to ensure further
reduction of water used for landscaping.

			
	      e. Potential Significant Impact:	 	Adequacy of wastewater treatment capacity
(Impact 5.15-5)

			
	Finding:	 	Adequate wastewater treatment capacity exists to serve the Project in addition to
existing commitments.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.15-1 and 11 of the Draft
EIR, the Project will generate approximately 61,680
gallons of wastewater per day. The EMWD’s Moreno Valley
Regional Water Reclamation Facility has a capacity to
treat 16,000,000 gallons of wastewater per day with the
ability to expand to 41,000,000 gallons per day. The
current utilization is approximately 11,200,000 gallons
per day.
	 
	 	 
	 

	 	An existing sewer line will be extended along Redlands
Boulevard and then easterly along future Eucalyptus
Avenue to serve the Project Site.

			
	      f. Potential Significant Impact:	 	Insufficient landfill capacity to
accommodate the Project’s solid waste disposal
needs (Impact 5.15-6)

			
	Finding:	 	Adequate landfill capacity exists to accommodate the Project’s solid waste
disposal needs.

			
	Factual Basis for the Finding:	 	As discussed on pages 5.15-6-7 and -11-12 of the
Draft EIR, the Project, at build out, will generate
just under 129 tons of solid waste per day. The City
currently has available to it three landfills. The
three landfills have a total capacity to accept solid
waste of just under 14,600 tons per day, a minimum of
3,820 tons per day of which is not currently being
used. The total remaining capacity in the three
landfills is approximately 134,200,000 tons with
sufficient capacity for the next 10 to 15 years with
the ability to expand for another 15 years after that.

Resolution
No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

35

 

			
	      g. Potential Significant Impact:	 	Compliance with federal, state and local
statutes and regulations related to solid
waste capacity (Impact 5.15-7)

			
	Finding	 	The Project will comply with federal, state and local statutes and regulations
related to solid waste capacity.

			
	Factual Basis for the Finding:	 	As discussed on page 5.15-12 of the Draft EIR, the
City has regulations which govern the disposal of solid
waste. Skechers, the tenant for the building to be
constructed on the Parcel 1, has instituted a
significant recycling program at its current locations
which will be continued upon relocation to the Project
Site. Further, recycled material will be used to the
greatest extent practicable in the construction of the
Project.

			
	      h. Potential Significant Impact:	 	Sufficiency of electrical service for the
Project (Impact 5.15-8)

			
	Finding:	 	The Project will be provided with sufficient electrical service.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.15-7-8, -12-14 and 5.16-11-
13, as modified on pages 4-68-69 of the Final EIR,
the Project will use approximately 3.7 megawatts of
electricity which will be provided by the City of Moreno
Valley Utilities. The substation which will serve the
Project Site has a current capacity of 56 megawatts,
expandable to 112 megawatts, with a current peak load of
15 megawatts.
	 
	 	 
	 

	 	Although no mitigation is required to reduce any
significant impact, Mitigation Measure GCC-1 through
GCC-4, set forth on page 5.16-11 of the Draft EIR, which
require increased energy efficiency, the use of “cool”
roofs and paints, the production of energy on-site
through the use of alternate, renewable energy sources
and the use of energy efficient appliances and systems,
and GCC-9, set forth on page 5.15-13 of the Draft EIR,
as modified on page 4.20 of the Final EIR, which
requires LEED certification, have been imposed as
conditions of Project approval to ensure greater
reductions in energy used by the Project.

Resolution
No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

36

 

			
	        i. Potential Significant Impact:	 	Cumulative impacts on utilities and service
systems

	 	 	 

	Finding:

	 	Cumulative impacts on utilities and service systems caused by the Project, in
conjunction with other development, will not be cumulatively considerable and thus
will be less than significant.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 6-32-33 of the Draft EIR and in
subsections I.V.A.l4.a-h above, the Project’s impacts
on water and wastewater treatment requirements and
capacity, stormwater drainage facilities, water supply
availability, solid waste disposal capacity and
availability of electricity at build out will be less
than significant. The Projects impacts on each of these
utilities and public services has already been factored
in to long term needs and requirements so that its
cumulative impacts will also be less than significant.

	B.	 	IMPACTS IDENTIFIED IN THE EIR AS POTENTIALLY SIGNIFICANT THAT HAVE BEEN MITIGATED TO LESS THAN SIGNIFICANT

	 	1.	 	AESTHETICS

			
	        a. Potential Significant Impact:	 	Creation of a new source of substantial light
or glare which would adversely affect day or
nighttime views in the area (Impact 5.1-4)

	 	 	 

	Finding:

	 	The Project has the potential of creating a new source of substantial light or
glare which would adversely affect day or nighttime views in the area. However, with
the imposition of Mitigation Measure A-1, which requires limitations on night time
lighting during construction, and compliance with existing City ordinances, standards
and regulations, the impact will be less than significant.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.1-26-35 of the Draft EIR, the
lighting associated with the operation of the Project
will be required to comply with all of the City’s
lighting regulations and will therefore result in a
less than significant impact. Nighttime lighting during
the Project’s construction has the potential to create
temporary new sources of light and glare that will
emanate from the Project Site. Requiring the use of
directional lighting, shielding and other similar
measures will ensure that the impact will be less than

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

37

 

	 	 	 

	 

	 	significant. Accordingly, Mitigation Measure A-l,
set forth on page 5.1-35 of the Draft EIR, has been
imposed as a condition of approval of the Project.

	 	2.	 	BIOLOGICAL RESOURCES

			
	      a. Potential Significant Impact:	 	Substantial adverse effect on federally and
California protected and special-status plant
and wildlife (Impact 5.4-1)

	 	 	 

	Finding:

	 	The Project Site contains moderately suitable habitat for the Stephens’ kangaroo
rat, the burrowing owl and for ground-, tree- and shrub-nesting birds, all of which
could be adversely affected by the development of the Project. The imposition of
Mitigation Measures BR-1 through BR-3, which require the protection of birds which
might be found on the Project Site and the payment of mitigation fees which will be
used to protect the Stephens’ Kangaroo Rat, will reduce the impact to less than
significant.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.4-1-31 and -35-36 of the
Draft EIR and in the Habitat Assessment and MSHCP
Consistency Analysis, Appendix C.1 to the Draft EIR, the
Project Site contains moderately suitable habitat for
several federally and state protected plants and
wildlife which would be affected directly, and through
the loss of habitat, indirectly, as a result of the
development of the Project. However, a pre-construction
survey of the Project Site, avoidance of activities
which would affect nesting sites and payment of the
mitigation fee called for under the Stephens’ Kangaroo
Rat Habitat Conservation Plan will ensure that the
impacts will be less than significant Accordingly,
Mitigation Measures BR-1, BR-2 and BR-3, set forth on
pages 5.4-34-35 of the Draft EIR, have been imposed as
conditions of approval of the Project.

			
	        b. Potential Significant Impact:	      	Conflict with local policies or ordinances
protecting biological resources (Impact 5.4-5)

	 	 	 

	Finding:

	 	The Project Site is located within an area which is subject both to the Multiple
Species Habitat Conservation Plan and the Stephens’ Kangaroo Rat Habitat Conservation
Plan so that the development of the Project has the potential to adversely affect
biological resources. The imposition of

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

38

 

	 	 	 

	 

	 	Mitigation Measures BR-2 through BR-4, which require the protection
of birds which might be found on the Project Site and the payment of
mitigation fees which will be used to protect the Stephens’ Kangaroo Rat
and the species protected under the Multiple Species Habitat Conservation
Plan, will reduce the impact to less than significant.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.4-32-33 of the Draft EIR and
in the Habitat Assessment and MSHCP Consistency
Analysis, Appendix C.1 to the Draft EIR, the Project
Site is located within an area which is subject both
to the Multiple Species Habitat Conservation Plan
and the Stephens’ Kangaroo Rat Habitat Conservation
Plan. However, with respect to both Plans, the
Project Site is located in an area which calls for
the payment of mitigation fees which have been
determined to be full mitigation for the impacts
which may occur. Accordingly, Mitigation Measures
BR-2, BR-3 and BR-4, set forth on pages 5.4-34-35 of
the Draft EIR, have been imposed as conditions of
approval of the Project.

			
	        c. Potential Significant Impact:	 	Conflict with the provisions of an adopted
Habitat Conservation Plan, Natural
Community Conservation Plan or
other approved local, regional or state
habitat conservation plan (Impact 5.4-6)

	 	 	 

	Finding:

	 	The Project Site lies within an area subject to the Multiple Species Habitat
Conservation Plan and the Stephens’ Kangaroo Rat Habitat Conservation Plan. The
development of the Project could significantly affect the species and their
habitats protected by the two Plans. However, the imposition of Mitigation
Measures BR-2, which requires the payment of mitigation fees
which will be used to protect the Stephens’ Kangaroo Rat, and BR-4, which
requires the payment of mitigation fees which will be used to protect the
species protected under the Multiple Species Habitat Conservation Plan,
will reduce the impact to less than significant.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.4-1-33-34 of the Draft EIR
and the Habitat Assessment and MSHCP Consistency
Analysis, Appendix C.1 to the Draft EIR, the Project
Site is located in an area subject to both Plans.
However, both Plans identify the Project Site as an
area where the payment of mitigation fees will fully
mitigate any impact which might otherwise occur.

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

39

 

	 	 	 

	 

	 	Accordingly, Mitigation Measures BR-2 and BR-4,
set forth on pages 5.4-34-35 of the Draft EIR, have
been imposed as conditions of approval of the Project.

			
	        d. Potential Significant Impact:	 	Cumulative impacts on biological resources

	 	 	 

	Finding:

	 	Cumulative impacts caused by the development of the Project, in conjunction with
other development, could result in significant and adverse impacts to biological
resources. However, the imposition of Mitigation Measures BR-1 through BR-4, which
require the protection of birds which might be found on the Project Site, the payment
of mitigation fees which will be used to protect the Stephens’ Kangaroo Rat and the
species protected under the Multiple Species Habitat Conservation Plan, and
compliance by other projects with the requirements of the Multiple Species Habitat
Conservation Plan and The Stephens’ Kangaroo Rat Conservation Plan will reduce the
impacts to less than cumulatively considerable and thus to less than significant.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 6-10-11 of the Draft EIR and in
the Habitat Assessment and MSHCP Consistency Analysis,
Appendix C.1 to the Draft EIR, substantial amounts of
land in the vicinity of the Project contain habitat
beneficial to various species. However, the land is also
within the areas subject to the Multiple Species Habitat
Conservation Plan and The Stephens’ Kangaroo Rat
Conservation Plan, both of which are designed to protect
habitat and species. The imposition of Mitigation
Measures BR-1 through BR-4, discussed in subsections
IV.2.a-c above, on the Project and the compliance of
other projects with the requirements of the two plans
will ensure that the impacts on biological resources
will be reduced to less than significant.

	 	3.	 	CULTURAL RESOURCES

			
	     a. Potential Significant Impact:	 	Substantial change in the significance of an
historical or archeological resource pursuant
to CEQA Guideline § 15064.5 (Impact 5.5-1)

	 	 	 

	Finding:

	 	Although no known cultural
resources are located on the Project Site, 14
cultural resources have been identified within
one mile of the Site so that

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

40

 

	 	 	 

	 

	 	development of the Project could have a significant impact on cultural
resources. However, the imposition of Mitigation Measures CR-1 through CR-4,
which require a City approved archeologist to oversee cultural resource
mitigation monitoring while earth moving activities are taking place on the
Project Site and which set forth the procedures to be followed if
archeological resources are encountered, including consultation with the
appropriate culturally affiliated native American Tribe, will reduce the
impact to less than significant.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.5-1-7 of the Draft EIR and the
Phase 1 Cultural Resources Survey Report, Appendix E
to the Draft EIR, the Project Site does not contain
any prehistoric sites or isolated artifacts. However,
a record search indicated that 14 cultural resources
are located within one mile of the Site. The Project
Site has been plowed for many years and it is possible
that cultural resources might be found once grading
begins. Requiring continuing archeological review and
monitoring, in cooperation with the representative of
a City designated Tribe, will reduce the impact to
less than significant. Accordingly, Mitigation
Measures CR-1, CR-2, CR-3 and CR-4, set forth on page
5.5-8 of the Draft EIR, as modified on pages 4-9-10 of
the Final EIR, which will ensure adequate protection
of any cultural resources which may be found during
grading of the Project Site, have been imposed as
conditions of approval of the Project.

			
	        b. Potential Significant Impact:	 	Destruction of a unique paleontological
resource or site or unique geologic feature
(Impact 5.5-2).

	 	 	 

	Finding:

	 	There are no unique paleontological
resource or unique geologic features on the
Project Site. However, the impact of the
development of the Project on paleontological
resources is considered significant because
there is a moderate possibility that
paleontological resources exist because the
geological feature underlying the Project Site
has a high potential to contain such
resources. However, the imposition of
Mitigation Measure CR-5, which require a City
approved paleontologist to oversee
paleontological resource mitigation monitoring
while earth moving activities are taking place
on the Project Site and which sets forth the
procedures to be followed if paleontological
resources are encountered, will reduce the
impact to less than significant.

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

41

 

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.5-6-7 of the Draft EIR and in
the Phase 1 Cultural Resources Survey Report, Appendix
E to the Draft EIR, a literature search indicated that
no paleontological resources have been identified on
the Project Site. However, the Project Site is situated
upon a geologic feature which is highly sensitive for
fossil resources. Accordingly, Mitigation Measure CR-5,
set forth on page 5.5-9 of the Draft EIR, as modified
on page 4-10 of the Final EIR, which will ensure
adequate protection of any paleontological resources
which may be found during grading of the Project Site,
has been imposed as a condition of approval of the
Project.

			
	        c. Potential Significant Impact:	 	Disturbance of human remains, including
those interred outside of formal cemeteries  (Impact 5.5-3)

	 	 	 

	Finding:

	 	The location of human remains within the Project Site would be a significant
impact even though no human remains have been identified on the Site nor are any
expected to be found. However, the imposition of Mitigation Measure CR-6, which
requires compliance with the procedures set forth if human remains are encountered,
will reduce the impact to less than significant.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on page 5.5-7 of the Draft EIR and the
Phase 1 Cultural Resources Survey Report, Appendix E to
the Draft EIR, no human remains have been located in or
near the Project Site and none are expected. However,
the Site is located in an area which has been inhabited
by several Native American Tribes in the past and the
possibility that human remains may be found on the Site
cannot be rejected. Accordingly, Mitigation Measure
CR-6, set forth on pages 5.5-9-10, as modified on pages
4-11-12 of the  Final EIR, which will ensure adequate
protection of any human remains which may be found
during grading of the Project Site, have been imposed as
conditions of approval of the Project.

			
	        d. Potential Significant Impact:	 	Cumulative impacts on cultural resources

	 	 	 

	Finding:

	 	Cumulative impacts caused by the development of
the Project, in conjunction with other development,
could result in significant adverse impacts to

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

42

 

	 	 	 

	 

	 	cultural resources. However, the imposition of Mitigation Measures CR-1
through CR-6, which require a City approved archeologist to oversee cultural
resource mitigation monitoring, and a City approved paleontologist to oversee
paleontological resources, while earth moving activities are taking place on
the Project Site and which set forth the procedures to be followed if
archeological or paleontological resources or human remains are encountered,
including consultation with the appropriate culturally affiliated native
American Tribe, will reduce the impacts to less than cumulatively considerable
and thus to less than significant.

	 	 	 

	Factual Basis for the Finding:

	 	As set forth on pages 6-11-12 of the Draft EIR and in
the Phase 1 Cultural Resources Survey Report, Appendix
E to the Draft EIR, no cultural resources have been
found on or near the Project Site although cultural
resources have been found within a mile of the Site and
the Site itself lies within an area which has been
historically used by several Native American Tribes.
There therefore exists the possibility that cultural
resources may be found on the Site once grading begins.
However, Mitigation Measures CR-1 through CR-6,
discussed in subsections IV.3.a-c above, which will
ensure that the information associated with any
cultural resources found on the Site will not be lost
but will, instead, be available to be used in the
context of cultural resources recovered from other,
nearby sites, have been imposed as conditions of
approval of the Project.

	 	4.	 	HAZARDS AND HAZARDOUS MATERIALS

			
	      a. Potential Significant Impact:	 	The creation of a significant hazard to the
public or the environment through the
routine transport, use or disposal of
hazardous materials (Impact 5.7-l)

	 	 	 

	Finding:

	 	Neither the construction nor the operation of the Project will create a
significant hazard to the public or the environment through the routine transfer, use
or disposal of hazardous materials. However, fire and smoke hazards and emissions
from diesel powered trucks serving the Project can result in significant
environmental and health hazards. However, the imposition of Mitigation Measures HH-1
through HH-4, Which require compliance with fire safety design and construction
standards, AQ-5, which requires the review and approval by the City of a construction
travel plan, AQ-8, which requires the use of electrically powered equipment during

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

43

 

	 	 	 

	 

	 	construction, AQ-10 through AQ-13, which require off-site construction
to be limited to day light hours, posting signs prohibiting diesel idling for
more than three minutes and prohibiting the establishment of sensitive
receptors near the Project Site, and GCC-11, which prohibits heavy trucks from
coming on to the Project Site if properly certified, will reduce the impacts to
less than significant.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.7-7-9 of the Draft EIR, the
potentially hazardous materials that will be used in the
construction and operation of the Project are all subject to
substantial regulation in order to ensure that their use
will not adversely affect the public health or safety.
	 
	 	 
	 

	 	Potential fire and smoke hazards associated with the
Project, particularly given its size, could present a
significant impact. However, the imposition of Mitigation
Measures HH-1 through HH-4, set forth on page 5.7-11  of the
Draft EIR, which will substantially minimize the chance of a
major fire, have been imposed as conditions of approval of
the Project.
	 
	 	 
	 

	 	As discussed on pages 5.3-49-53 and
5.7-8-9, emissions from diesel
trucks serving the Project Site could have a substantial impact on
the health of anyone living south of future Eucalyptus Avenue.
Prohibiting idling of diesel trucks, providing electricity to trucks
at the Project Site, requiring that only trucks in good operating
condition be allowed to access the Project Site and requiring the
applicant to record a land use restriction which will prohibit
residential development south of future Eucalyptus Avenue will ensure
that adverse health impacts will be mitigated into insignificance.
Accordingly, Mitigation Measures AQ-11 through AQ-13, as set forth on
page 5.3-52 of the Draft EIR, as modified on pages 4-5-6 of the Final
EIR, and GCC-11, set forth on pages 4-5-6 of the Final
EIR, have been imposed as conditions of approval of the
Project.

			
	        b. Potential Significant Impact:	 	Cumulative hazard and hazardous materials
impacts

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

44

 

	 	 	 

	Finding:

	 	Cumulative impacts caused by the development of the Project,
in conjunction with other development, could result in significant adverse
impacts resulting from hazards and hazardous materials. However, the
imposition of Mitigation Measures HH-1 through HH-4, which require compliance
with fire safety design and construction standards, and AQ-13 which prohibits
the establishment of sensitive receptors near the Project Site, on the
Project and similar mitigation measures on other projects will reduce the
impact to less than cumulatively considerable and thus will be less than
significant.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 6.12-13 of the Draft EIR, the
potentially hazardous materials that will be used in
the construction and operation of the Project are all
subject to substantial regulation in order to ensure
that their use will not adversely affect the public
health or safety. Similar regulation will also apply to
the development of other projects. The imposition of
Mitigation Measures HH-1 through HH-4 and AQ-13,
discussed in subsection IV.4.a above, on the Project
and the imposition of similar mitigation measures on
other projects will reduce the impacts to less than
significant.

	 	5.	 	LAND USE AND PLANNING

			
	      a. Potential Significant Impact:	 	Conflict with any applicable land use plan,
policy or regulation of an agency with
jurisdiction over the Project adopted to
avoid or mitigate environmental effects
(Impact 5.9-2)

	 	 	 

	Finding:

	 	The Project would be technically inconsistent with the City’s General Plan
and Zoning Ordinance prior to approval of the proposed General Plan
amendment and the change of zone. However, after the adoption of the General
Plan amendment and the change of zone, the Project will be fully consistent
with the goals and policies of the City’s General Plan for this area of the
City under the existing land use plan and will not conflict with any of the
City’s policies or regulations adopted to avoid or mitigate an environmental
effect. The imposition of Mitigation Measure LU-1, which prohibits the
establishment of sensitive receptors near the Project Site, will reduce the
impacts to less than significant consistent with goals set by regional
planning organizations.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.9-16-27 of the Draft EIR and
pages 4-58-59 of the Final EIR, with the adoption of

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

45

 

	 	 	 

	 

	 	the required General Plan Amendment and Zone
Change, the Project is consistent with all of the
City’s applicable land use, General Plan and Zoning
Goals and Policies, including those designed to avoid
or mitigate environmental effects. The Project will be
consistent with all of the regional and County plans
except that it will be inconsistent with the air
quality goals of the South Coast Air Quality
Management District, the Southern California
Association of Governments’ Regional Transportation
Plan and the Western Riverside County Council of
Governments’ Comprehensive Plan but neither the Air
Quality Management District nor the Associations have
any permitting jurisdiction over the Project. Imposing
a buffer immediately south of future Eucalyptus
Avenue, which will prohibit the location of residences
and other sensitive receptors through the recordation
of a deed restriction, will ensure that no sensitive
receptors near the Project Site will be affected by
adverse air quality impacts emanating from the
construction and operation of the Project.
Accordingly, Mitigation Measure LU-1, set forth on
page 4-13 of the Final EIR, has been imposed as a
condition of approval of the Project.

			
	        b. Potential Significant Impact:	 	Conflict with an applicable habitat
conservation plan or natural communities
conservation plan (Impact 5.9-3)

	 	 	 

	Finding:

	 	The Project could conflict with any applicable habitat conservation plan or
natural communities conservation plan. However, the imposition of Mitigation
Measures BR-2 through BR-4 which require the protection of birds which might be
found on the Project Site and the payment of mitigation fees which will be used to
protect the Stephens’ Kangaroo Rat and the species protected under the Multiple
Species Habitat Conservation Plan, will reduce the impact to less than significant.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.4-32-33 of the Draft EIR and
in the Habitat Assessment and MSHCP Consistency
Analysis, Appendix C-1 to the Draft EIR, the Project
Site is located within an area which is subject to both
the Multiple Species Habitat Conservation Plan and the
Stephens’ Kangaroo Rat Habitat Conservation Plan.
However, with respect to both Plans, the Project

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

46

 

	 	 	 

	 

	 	Site is located in an area which calls for the
payment of mitigation fees which have been determined
to be full mitigation for the impacts which may
occur. Accordingly, Mitigation Measures BR-2, BR-3
and BR-4, set forth on pages 5.4-34-35 of the Draft
EIR, as modified on page 4-8 of the Final EIR, have
been imposed as conditions of approval of the
Project.

	 	6.	 	NOISE

			
	      a. Potential Significant Impact:	 	Temporary or periodic increases in ambient noise levels in the Project vicinity above levels existing without the Project (Impact 5.11-3)

	 	 	 

	Finding:

	 	Construction work on the Project Site could result in substantial
temporary increases in ambient noise levels for existing residences located along
Redlands Boulevard, However, the imposition of Mitigation Measures N-1 through N-5,
which require that no construction vehicles use Redlands Boulevard south of future
Eucalyptus Avenue, that there be no night time construction within 1200 feet of
sensitive receptors, that temporary sound barriers be constructed to ensure that day
time construction noise not exceed City standards, that all equipment be kept in
good working order and that materials be stockpiled at least 1200 feet from
residences south of future Eucalyptus Avenue along Redlands Boulevard and Theodore
Street, will reduce the impact to less than significant.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed in Section 5.11 of the Draft EIR and in the Noise Assessment, Appendix I to
the Draft EIR, off-site construction along Redlands Boulevard, Theodore Street, future
Eucalyptus Avenue and the drainage facilities to the south of the Project Site will take
place during daylight hours and,  with the exception of noisy equipment which will be
used for very limited periods of time, there will be no substantial exposure of residents
to significant noise impacts. The grading and construction which will take place on the
Project Site will take place around the clock for almost a year and would expose nearby
residents to noise levels in excess of those allowed under the City’s Municipal — Code.
However, prohibiting construction vehicles on Redlands Boulevard south of future Eucalyptus
Avenue, prohibiting nighttime grading within 1,200 feet of

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

47

 

	 	 	 

	 

	 	residences south of future Eucalyptus Avenue, the
erection of temporary sound barriers, maintaining
equipment in good working order and locating material
stockpiles at least 1,200 feet from residences south of
future Eucalyptus Avenue along Redlands Boulevard and
Theodore Street will ensure that none of the residences
will be exposed to noise levels in excess of those
allowed by the City’s Municipal Code. Accordingly,
Mitigation Measures N-1 through N-5, as set forth on
pages 5.11-29-30 of the Draft EIR, as modified on pages
4-14-15 of the Final EIR, have been imposed as
conditions of approval of the Project.

	 	7.	 	TRANSPORTATION AND TRAFFIC

			
	      a. Potential Significant Impact:	 	Substantial increase on traffic load and street capacity (Impact 5.14-1)

	 	 	 

	Finding:

	 	As there is currently little traffic between Redlands Boulevard and Theodore
Street between future Eucalyptus Avenue and SR-60 any additional traffic by comparison
could be considered significant and would cause the intersection of Redlands Boulevard
and the SR-60 westbound ramps to exceed the City’s level of service during the AM peak
hour. However, with the imposition of Mitigation Measures TT-1 through TT-3, which
require the constructions of improvements on Redlands Boulevard, Theodore Street and
at their intersections with SR-60 or the payment of fees for the construction of the
improvements, the impacts will be less than significant.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 5.14-15-28 and -39-40 of the Draft EIR, as modified on pages 4-64-65
of the Final EIR, and in the Traffic Study, Appendix J to the Draft EIR, a large number of
trucks serving the Project Site will use Redlands Boulevard and Theodore Street between
future Eucalyptus Avenue and SR-60. The City’s level of service is D. Without improvements,
the intersection of Redlands Boulevard and the SR-60 westbound ramps would be at level of
service E in the AM peak hour. Requiring the improvement of the intersection will reduce
the impact to less than significant. Accordingly, Mitigation Measure TT-2, set forth on
page 5.14-39 of the Draft EIR, as modified on page 4-16 of the Final EIR, has been imposed
as a condition of approval of the Project. Although no mitigation is required to reduce any
other significant

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

48

 

	 	 	 

	 

	 	impact, Mitigation Measures TT-1 and TT-3, set
forth on pages 5.14-39-40 of the Draft EIR, as modified
on page 4-16 of the Final EIR, have also been imposed
as conditions of approval of the Project to ensure that
any improvements needed at the intersections of future
Eucalyptus Avenue and Redland Boulevard and Theodore
Street and at the intersection of Theodore Street and
SR-60 will also be constructed.

			
	        b. Potential Significant Impact:	 	Cumulative traffic impacts

	 	 	 

	Finding:

	 	Cumulative impacts of the Project, in conjunction with other development, could
result in significant adverse impacts on traffic. However, the imposition of
Mitigation Measures TT-1 through TT-3, which require the constructions of
improvements on Redlands Boulevard, Theodore Street and at their intersections with
SR-60 or the payment of fees for the construction of the improvements, and TT(C)-1
through TT(C)-3, which require the constructions of improvements on Redlands
Boulevard, Theodore Street and at their intersections with SR-60 or the payment of
fees for the construction of the improvements, on the Project, together similar
mitigation measures imposed on other projects, will reduce the impacts to less than
cumulatively considerable and thus will be less than significant.

	 	 	 

	Factual Basis for the Finding:

	 	As discussed on pages 6-25-32 of the Draft EIR and in the Traffic Study, Appendix J to the Draft
EIR, traffic impacts of other projects have the potential to cause a number of intersections to
exceed the City’s level of service D requirement. Requiring the Project to provide improvements to
the intersections of future Eucalyptus Avenue with Redland Boulevards and Theodore Street and at
the intersections of SR-60 and Redlands Boulevard and Theodore Street will ensure that the
project’s impacts will be less than significant. Accordingly, Mitigation measures TT-1 through
TT-3, as set forth on pages 5.14-39-40 of the Draft EIR, as modified on page 4-16 of the Final EIR,
and TT-1(C) through TT-3(C), set forth on pages 6-32 of the Draft EIR, have been imposed
as condition of approval of the Project. The City’s General Plan requires that new development
mitigate their traffic impacts so that similar mitigation measures will be imposed on other
projects.

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

49

 

	C.	 	IMPACTS IDENTIFIED IN THE EIR AS BEING SIGNIFICANT AND UNAVOIDABLE
EVEN AFTER THE IMPOSITION OF ALL FEASIBLE MITIGATION MEASURES

	 	1.	 	AESTHETICS

			
	        a. Significant Unavoidable Impact:	 	Substantial adverse effect on a scenic
vista (Impact 5.1-1)

	 	 	 

	Finding:

	 	The development of the Project will have a substantial adverse effect on a
significant scenic vista and there are no feasible mitigation measures which
will reduce the impact to less than significant.

	 	 	 

	Factual Basis for the Finding:

	 	As shown and discussed on pages 5.1-4-25 of the Draft
EIR and Appendix M to the Draft EIR, the Project Site
is currently vacant except for a single structure and
thus is part of a scenic open space vista. In
addition, the Project Site as it now exists is
somewhat obscured by existing trees and vegetation
but does not  completely interfere with the views of
mountains and foothills to the north, east and south.
The development of the Project will block views of
these scenic vistas from SR-60, Redlands Boulevard,
future Eucalyptus Avenue and Theodore Street along
the full length of each of these roadways adjacent to
the Project Site. Further, the buildings to be
constructed on the Project Site will be visible from
higher elevations to the north, the east and the
south and will alter the expansive view of the
undeveloped property now evidenced from these areas.
	 
	 	 
	 

	 	These impacts are significant and unavoidable and
there are no feasible mitigation measures which
will reduce the impact to less than significant
which would feasibly attain most of the basic
objectives of the Project.

			
	        b. Significant Unavoidable Impact:	 	Cumulative aesthetic impacts

	 	 	 

	Finding:

	 	The development of the Project, in conjunction with related projects and
that authorized by the Moreno Highlands Specific Plan, will result in
significant and unavoidable cumulative impacts on scenic vistas and there are
no feasible mitigation measures which will reduce the impact to less than
significant.

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

50

 

			
	Factual Basis for the Finding:	 	As discussed on pages 6-5-6 of the Draft EIR, the
development of land in the vicinity of the Project Site
will add to the loss of scenic vistas which will occur
because of the development of the Project. There are
no mitigation measures which will reduce the impacts
to less than significant which would feasibly attain
most of the basic objectives of the Project. Given the
similarity of impacts of other likely uses for the Project
Site, only prohibiting any development would mitigate
the impacts to less than significant.

     2. AGRICULTURAL RESOURCES

			
	      a. Significant Unavoidable Impact:	 	Conversion of farmland
to non-agricultural use (Impact 5.2-1)

			
	Finding:	 	The development of the Project will have a significant and unavoidable
impact on 24.1 acres of Prime Farmland, 98.8 acres of Farmland of Local
Importance and 35.5 acres of Other Land which will be converted from
agricultural uses into commercial and industrial uses. There are no feasible
mitigation measures which will reduce the impact to less than significant
which would feasibly attain most of the basic objectives of the Project.
Given the similarity of impacts of other likely uses for the Project Site, only
prohibiting any development would mitigate the impacts to less than
significant.

			
	Factual Basis for the Finding:	 	As discussed on pages 5.2-1 and -6-7 of the Draft EIR
and in the Agricultural Resources Report and Land
Evaluation and Site Assessment and the Agricultural
Impact Evaluation, Appendices B.1 and B.2 to the Draft
EIR, the City’s General Plan recognizes that farming
has become less economically viable because of the
high cost of water, the cost of land and property
taxes, conflicts with surrounding urban uses and the
lack of agri-business support in the area. Although
the Project Site does contain land which has been
identified by the California Department of
Conservation as suitable for farming, the absence of
an agricultural “infrastructure” — crop managers,
labor, farm implements and processing facilities — in
the vicinity, the cost of bringing suitable water to
the Project Site, the cost of the water itself and the
fact that the sale of the products which could be
grown if water were available would not cover the
costs of

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

51

 

	 	 	 

	 

	 	production means that the Project Site
cannot be realistically considered as an agricultural
resource.
	 
	 	 
	 

	 	There are no feasible mitigation measures which could reduce
the loss of the farmland. There is a finite amount of land
that is suitable for agricultural use. The purchase of fee
title or of agricultural conservation  easements over other
parcels used for agriculture would not avoid, reduce or
compensate for the impact of converting the Project Site from
agricultural to commercial and industrial uses because it
would not offset the loss of agricultural land caused by the
development of the Project, i.e., there would still be a net
reduction in the total amount of land suitable for
agricultural use. Further, no City policy requires the
acquisition of replacement agricultural land, either in fee
or through the use of a conservation easement, and no program
to oversee such acquisitions exist.

			
	      b. Significant Unavoidable Impact:	 	Cumulative loss of farmland

			
	Finding:	 	The development of the Project, in conjunction with related projects and that
authorized by the Moreno Highlands Specific Plan, will result in significant and
unavoidable cumulative impacts on farming. There are no mitigation measures which will
reduce the impact to less than significant other than prohibiting development on sites
now used for agriculture.

			
	Factual Basis for the Finding:	 	As discussed on pages 5.2-5-7 and 6-6-7 of the Draft
EIR and in the Agricultural Resources Report and Land
Evaluation and Site Assessment and the Agricultural
Impact Evaluation, Appendices B.1 and B.2 to the Draft
EIR, the City’s General Plan recognizes that farming has
become less economically viable because of the high cost
of water, the cost of land and property taxes, conflicts
with surrounding urban uses and the lack of agri-business
support in the area. Although the Project Site does
contain land which has been identified by the California
Department of Conservation as suitable for farming, the
absence of an agricultural “infrastructure” — crop
managers, labor, farm implements and processing
facilities — in the vicinity, the cost of bringing
suitable water to the Project Site, the cost of the water
itself and the fact that the sale of the products which
could

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

52

 

	 	 	 

	 

	 	be grown if water were available would
not cover the costs of production means that the
Project Site cannot be realistically considered as an
agricultural resource.
	 
	 	 
	 

	 	There are no feasible mitigation measures which could
reduce the loss of the farmland. There is a finite
amount of land that is suitable for agricultural use.
The purchase of fee title or of agricultural
conservation easements over other parcels used for
agriculture would not avoid, reduce or compensate for
the impact of converting the Project Site from
agricultural to commercial and industrial uses because
it would not offset the loss of agricultural land
caused by the development of the Project, i.e., there
would still be a net reduction in the total amount of
land suitable for agricultural use. Further, no City
policy requires the acquisition of replacement
agricultural land, either in fee or through the use of
a conservation easement, and no program to oversee such
acquisitions exist.

     3. AIR QUALITY

			
	      a. Significant Unavoidable Impact:	 	Violation of an air quality standard or
substantial contribution to an existing or
projected air quality violation (Impact
5.3-2)

			
	Finding:	 	The construction and operation of the Project will not violate any air quality
standards for localized impacts with two exceptions: those promulgated by the South
Coast Air Quality Management District for the emission of coarse and fine particulate
matter (“PM10” and “PM2.5”) during the construction of the
Project. The imposition of Mitigation Measures AQ-1 through AQ-10, which require the
control of fugitive dust, the acquisition of Tier II level construction equipment, to
the extent available, the proper maintenance of construction equipment, the turning
off of construction equipment when not in use and prohibiting idling for more than
five minutes, the control of traffic around the Project Site, the use of low volatile
organic compound paints applied using either high-volume low-pressure spray equipment
or by hand, the encouragement of construction workers to carpool, the provision of
on-site electrical hook-ups during construction, the reduction of the amount of dust
which will be tracked off-site and limiting off-site construction improvements to an
eight hour day during daylight hours will reduce the impact of the emission of
PM10, to less than significant. There are no mitigation measures which will
reduce the emission of PM2.5 to less than

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

53

 

	 	 	 

	 

	 	significant which would feasibly attain most of the basic objectives of the
Project.

			
	Factual Basis for the Finding:	 	As discussed on pages 5.3-22-40 of the Draft EIR, as
modified on pages 4-40-44 of the Final EIR, and in the Air Quality and Health
Risk Report, Appendix D.1 to the Draft EIR, the grading of the Project Site
and the operation of the Project will result in the emission of pollutants —
nitrogen dioxide (“NO2”), carbon monoxide (“CO”), PM10
and PM2.5. The South Coast Air Quality Management
District has established localized significance thresholds to determine
whether the emission of any of the pollutants will have a significant adverse
effect on those nearby, both residents and workers. None of the thresholds
will be exceeded after the construction of the buildings on the Project Site
has been completed and operations begun. The same thing is true for
NO2 and CO during the construction Phases of the Project. However,
without mitigation, the thresholds will be exceeded for both PM10
and PM2.5. Requiring the control of fugitive dust,
acquiring Tier II level construction equipment, to the extent available,
properly maintaining construction equipment, turning off construction
equipment when not in use and prohibiting idling for more than five minutes,
controlling traffic around the Project Site, using low volatile organic
compound paints applied using either high-volume low-pressure spray
equipment or by hand, encouraging construction workers to carpool, providing
on-site electrical hook-ups during construction, reducing the amount of dust
which will be tracked off-site and limiting off-site construction
improvements to an eight hour day during daylight hours will ensure that the
emission of PM10 will be mitigated into insignificance.
Accordingly, Mitigation Measures AQ-1 through AQ-10, as set forth on pages
5.3-38-39 of the Draft EIR, as modified on pages 4-2-5 of the Final EIR,
have been imposed as conditions of approval of the Project. However, there
are no feasible mitigation measures which will reduce the emissions of
PM2.5 to less than significant which would feasibly attain most of
the basic objectives of the Project.

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

54

 

			
	      b. Significant Unavoidable Impact:	 	Cumulatively significant net increase of
any criteria pollutant for which the
Project area is non-attainment under an
applicable federal or state ambient air
quality standard (Impact 5.3-3)

	 	 	 

	Finding:

	 	The Project Site is located in a non-attainment area for ozone, PM10
and PM2.5. The grading of the Project Site and the construction
of Phase 1 of the Project on the Site could result in emissions of volatile organic
compounds (“VOC”), nitrogen oxides (“NOX”), PM10 and
PM2.5 in excess of the thresholds promulgated by the South
Coast Air Quality Management District. The imposition of Mitigation Measures AQ-1
through AQ-10, which require the control of fugitive dust, the acquisition of Tier II
level construction equipment, to the extent available, the proper maintenance of
construction equipment, the turning off of construction equipment when not in use and
prohibiting idling for more than five minutes, the control of traffic around the
Project Site, the use of low volatile organic compound paints applied using either
high-volume low-pressure spray equipment or by hand, the encouragement of
construction workers to carpool, the provision of on-site electrical hook-ups during
construction, the reduction of the amount of dust which will be tracked off-site and
limiting off-site construction improvements to an eight hour day during daylight
hours will reduce the impact of the emission of PM10, will ensure that the
daily amount of PM10 and PM2.5 emitted during the
grading and construction Phase 1 of the Project will reduce their impacts to less
than significant and will reduce the daily amount of the emission of VOC and
NOX but not to less than significant.
	 
	 	 
	 

	 	The grading and construction associated with Phase 2 of the Project will
result in the daily amount of emissions of VOC and NOX in excess of
the thresholds promulgated by the South Coast Air Quality Management District;
the daily amount of emissions of PM10 and
PM2.5 will be less than those thresholds. The imposition
of Mitigation Measures AQ-1 through AQ-10, described above, will reduce the
daily amount of emissions of VOC and NOX but not to less than
significant.
	 
	 	 
	 

	 	The grading and construction associated with Phase 3 of the Project will result
in the daily amount of emissions of VOC exceeding the threshold promulgated by
the South Coast Air Quality Management District; the daily  amount of
emissions of NOX, PM10 and PM2.5 will not
exceed those thresholds. The imposition of Mitigation Measures AQ-1 through
AQ-10, described above, will reduce the daily amount of emissions of VOC but not
to less than significant.

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

55

 

	 	 	 

	 

	 	The daily amount of emissions of VOC, NOX,
PM10 and PM2.5 associated with the operation of the
Project during all Project Phases will exceed the thresholds promulgated by the
South Coast Air Quality Management District. The imposition of Mitigation
Measures AQ-11 through AQ-21, which require off-site construction be limited to
day light hours, signs be posted stating that diesel trucks not idle for more
than three minutes, the provision of electricity and electrical hooks-ups for
transportation refrigeration, the prohibition against trucks not using
electrically powered refrigeration units the prohibition of the establishment
of sensitive receptors near the Project Site, the encouragement of the use of
“clean” trucks and vehicles, the design of the Project Site to diminish queuing
of trucks, the provision of food service on-site, the provision of incentives
for employees to carpool and the maximization of electrical electrically
powered equipment for landscape maintenance, and GCC-5(a), which requires the
provision of facilities designed to encourage the use of bicycles, GCC-5(e),
which requires preferential parking for carpools, vanpools and alternatively
fueled vehicles, GCC-9, which requires LEED credit in a number of areas, and
GCC-11, which prohibits access of heavy trucks to the Project Site for heavy
trucks which do not have an Engine Certification label, will reduce the daily
amount of emissions slightly but in no case will they cause the emissions to be
less than significant.
	 
	 	 
	 

	 	In no case will the daily amount of the emission of CO exceed the threshold
promulgated by the South Coast Air Quality Management District during either the
grading of the Project Site or the construction of buildings on the Site. The
daily amount of emissions of CO will exceed the threshold for CO promulgated by
the South Coast Air Quality Management District during all of the three
operational Phases of the Project. The imposition of Mitigation Measures AQ-11
through AQ-21 and GCC-5(a), GCC-5(e), GCC-9 and GCC-11, all as described above,
will reduce the daily amount of emissions slightly but not to less than
significant.
	 
	 	 
	 

	 	There are no further mitigation measures which will reduce the foregoing impacts
to insignificant which would feasibly attain most of the basic objectives of the
Project.
	 
	 	 
	 

	 	The daily amount of emissions of SOX will be less than the thresholds
promulgated by the South Coast Air Quality Management District throughout the
grading of the Project Site, the construction of buildings on the Site and the
operation of the Project.

			
	Factual Basis for the Finding:	 	As discussed on Section 5.3 of the Draft EIR, as
modified on pages 4.40-4.46 of the Final EIR, and in the
Air Quality and Health Risk Report, Appendix D.1

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

56

 

	 	 	 

	 

	 	to the Draft EIR, the development of the Project has the potential of
emitting criteria pollutants, except for SOX, in excess of the thresholds
promulgated by the South Coast Air Quality Management District during the grading of
the Project Site, construction of buildings on the Site and the operation of the
Project. Requiring the control of fugitive dust, acquiring Tier II level construction
equipment, to the extent available, properly maintaining construction equipment,
turning off construction equipment when not in use and prohibiting idling for more
than five minutes, controlling traffic around the Project Site, using low volatile
organic compound paints applied using either high-volume low-pressure spray equipment
or by hand, encouraging construction workers to carpool, providing on-site electrical
hook-ups during construction, reducing the amount of dust which will be tracked
off-site and limiting off-site construction improvements to an eight hour day during
daylight hours will ensure that the daily amount of emissions of PM10 and
PM2.5 during the grading and construction associated with Phase 1 of the
Project will be mitigated into insignificance. Accordingly, Mitigation Measures AQ-1
through AQ-10, set forth on pages 5.3-38-39 of the Draft EIR, as modified on pages
4-2-5 of the Final EIR, have been imposed as conditions of approval of the Project.
The same conditions will reduce the daily amount of emissions of NOX during
the grading and construction associated with Phase 2 of the Project to less than
significant but will reduce the daily amount of emissions of VOC only slightly and not
below the threshold promulgated by the South Coast Air Quality Management District.
The daily amount of emissions of the other criteria pollutants will be below the
thresholds promulgated by the South Coast Air Quality Management District.
	 
	 	 
	 

	 	The daily amount of emissions of VOC associated with the grading and construction of
Phase 3 of the Project will exceed the threshold promulgated by the South Coast Air
Quality Management District. The imposition of Mitigation Measures AQ-1 through AQ-10,
as described above, will reduce the daily amount of

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

57

 

	 	 	 

	 

	 	emissions of VOC slightly but not to less
than significant. The daily amount of emissions of the
remaining criteria pollutants will all be below the
thresholds promulgated by the South Coast Air Quality
Management District.
	 
	 	 
	 

	 	The daily amount of emissions for all three
operational phases of the Project, with the exception of
SOX, will exceed the thresholds promulgated by
the South Coast Air Quality Management District. The
imposition of Mitigation Measures AQ-11 through AQ-13, as
set forth on page 5.3-52 of the Draft EIR, as modified on
pages 4-5-6 of the Final EIR, AQ-14 through AQ-21, set
forth on pages 4-6-6 of the Final EIR, GCC-5(a), GCC-5(e)
and GCC-9, set forth on pages 5.16-11-13, as modified on
pages 4-19-20 of the Final EIR, and  GCC-11, set forth on
page 4-21 of the Final EIR, all as described above, will
reduce the daily amount of emissions of each of the other
five criteria pollutants slightly but not to less than
significant.
	 
	 	 
	 

	 	There are no further mitigation measures which will
reduce the emissions of the criteria pollutants to less
than significant which would feasibly attain most of the
basic objectives of the Project. The emissions of VOC
and NOX are associated with the grading of
the Project Site and the asphalt, building and
architectural coatings for those buildings. The
operational emissions are due almost entirely to mobile
sources — cars and trucks — over which the City has no
control because the Legislature has vested all authority
to deal with the emissions from cars and trucks in the
California Air Resources Board.

			
	      c. Significant Unavoidable Impact:	 	Exposure of sensitive receptors to
substantial pollutant concentrations
(Impact 5.3-4)

			
	Finding:	 	The development of the Project has the potential to expose sensitive receptors to
emissions of PM10 and PM2.5 in excess of local significance
thresholds promulgated by the South Coast Air Quality Management District and to the
risk of cancer from the operation of the Project in excess of the significance
threshold of 10 in 1,000,000. The imposition of Mitigation Measures AQ-1 through
AQ-21, which require the control of fugitive dust, the acquisition of

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

58

 

	 	 	 

	 

	 	Tier II level construction equipment, to the extent available,
the proper maintenance of construction equipment, the turning off of
construction equipment when not in use and prohibiting idling for more than
five minutes, the control of traffic around the Project Site, the use of low
volatile organic compound paints applied using either high-volume low-pressure
spray equipment or by hand, the encouragement of construction workers to
carpool, the provision of on-site electrical hook-ups during construction, the
reduction of the amount of dust which will be tracked off-site, limiting
off-site construction improvements to an eight hour day during daylight hours,
off-site construction be limited to day light hours, signs be posted stating
that diesel trucks not idle for more than three minutes, the provision of
electricity and electrical hooks-ups for transportation refrigeration, the
prohibition against trucks not using electrically powered refrigeration units
the prohibition of the establishment of sensitive receptors near the Project
Site, the encouragement of the use of “clean” trucks and vehicles, the design
of the Project Site to diminish queuing of trucks, the provision of food
service on-site, the provision of incentives for employees to carpool and the
maximization of electrical electrically powered equipment for landscape
maintenance; and GCC-5(a), which requires the provision of facilities designed
to encourage the use of bicycles, GCC-5(e), which requires preferential
parking for carpools, vanpools and alternatively fueled vehicles, GCC-9, which
requires LEED credit in a number of areas, and GCC-11, which prohibits access
of heavy trucks to the Project Site for heavy trucks which do not have an
Engine Certification label will reduce the impacts of PM10 and the
risk of cancer to less than significant but the risk associated with the
emissions of PM10 during the grading and construction associated
with Phase 1 of the Project will remain significant and unavoidable. There are
no mitigation measures which will reduce the impacts to less than significant
which would feasibly attain most of the basic objectives of the Project.

			
	Factual Basis for the Finding:	 	As discussed in Section 5.3 of the Draft EIR, as
modified on pages 4-2-5 of the Final EIR, in the Air
Quality and Health Risk Report, Appendix D.1 to the
Draft EIR, as amplified and clarified in the
Supplemental Health Risk Assessment Report, Appendix
D.1 to the Final EIR, and in subsection IV.C.3.a above,
the grading, construction and operation associated with
the Project has the potential to exceed localized
significance thresholds and cancer risks for sensitive
receptors near the Project Site. Controlling fugitive
dust, acquiring Tier II level construction equipment,
to the extent available,

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Date Adopted: February 10, 2009

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	 	properly maintaining construction equipment,
turning off construction equipment when not in use and
prohibiting idling for more than five minutes, controlling
traffic around the Project Site, using low volatile organic
compound paints applied using either high-volume low-pressure
spray equipment or by hand, encouraging construction workers to
carpool, providing on-site electrical hook-ups during
construction, reducing the amount of dust which will be
tracked off-site, limiting off-site construction improvements
to an eight hour day during daylight hours, providing bicycle
parking spaces and on-site showers, preferential parking for
carpools and alternatively fueled vehicles, obtaining LEED, or
if not available an approved program to achieve the same level
of environmental benefit, certification for the Project,
prohibiting access to trucks over 10,000 pounds which do not
have an Engine Certification Label and establishing a buffer
area on land immediately south of future Eucalyptus Avenue
through a deed restriction will ensure that the risks
associated with PM2.5 and cancer will be
mitigated into  insignificance. Accordingly, The imposition of
Mitigation Measures AQ-1 through AQ-13, as set forth on pages
5.3-38-39 and -52 of the Draft EIR, as modified on pages 4-2-6
of the Final EIR, AQ-14 through AQ-21, set forth on pages 4-6-6
of the Final EIR, GCC-5(a), GCC-5(e) and GCC-9, set forth on
pages 5.16-11-13, as modified on pages 4-19-20 of the Final
EIR, Mitigation measures AQ-1 through AQ-21, GCC-5(a), GCC-5(e)
and GCC-9, set forth on pages 5.3-38-39 and -52 of the Draft
EIR, as modified on  pages 4-2-5 and -19-20 of the Final EIR,
have been imposed as conditions of approval of the Project.
However, as set forth in the factual basis for the finding in
subsection IV.C.3.a above, there are no feasible mitigation
measures which will reduce the emissions of PM10
associated with the grading and construction of Phase 1 of the
Project to less than significant.

			
	     d. Significant Unavoidable Impact:	 	Cumulative contribution to air quality
impacts

Resolution No. 2009-08

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Date Adopted: February 10, 2009

60

 

			
	Finding:	 	The development of the Project, in conjunction with related
projects and that authorized by the Moreno Highlands Specific Plan, will result in
significant and unavoidable cumulative impacts on VOC, NOX, CO,
PM10 and PM2.5. There are no mitigation measures which will
reduce the impacts to less than significant.

			
	Factual Basis for the Finding:	 	As discussed on pages 6-8-10 of the Draft EIR, in the
Air Quality and Health Risk Analysis Report, Appendix
D.1 to the Draft EIR, Response 10-2, page 3-99 of the
Final EIR and in subsections IV.C.3.a-c above, the air
quality pollutants emitted during the operation of the
Project, alone or in conjunction with those emitted by
surrounding development, will be cumulatively
significant. All feasible mitigation measures have
been imposed as conditions of approval of the Project.
The City will impose feasible mitigation measures on
projects seeking approval within the future. However,
the air quality problems that exist in the area of the
Project are, in most cases, problems affecting the
entirety of the South Coast air basin and, as such,
are beyond the City’s control.

     4. NOISE

			
	     a. Significant Unavoidable Impact:	 	Cumulative adverse noise impacts

			
	Finding:	 	The development of the Project, in conjunction with the development of related
projects and that authorized by the Moreno Highlands Specific Plan will result in
significant and unavoidable cumulative noise impacts on houses located near SR-60.
There are no feasible mitigation measures which will reduce the impacts to less
than significant.

			
	Factual Basis for the Finding:	 	As discussed on pages 6-17-23 of the Draft EIR and in
the Noise Assessment, Appendix I to the Draft EIR,
the increase in noise due to the operation of the
Project will be small. However, when added to that
which can be expected by the use of vehicles on SR-60
from both related projects and the development of the
Moreno Highlands Specific Plan area, the result will
be that at least one residence east of Theodore
Street and several residences located west of
Redlands Boulevard will experience a noise increase
of more than 3 dB with a future noise level above 65
CNEL, the City’s noise level for residential areas.
There are no mitigation

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Exhibit A

Date Adopted: February 10, 2009

61

 

	 	 	 

	 

	 	measures which will reduce the impacts to
less than significant.

     5. GLOBAL CLIMATE CHANGE AND GREENHOUSE GASES

			
	      a. Significant Unavoidable Impact:	 	Hindrance or delay of California’s ability
to meet the climate reduction targets
contained in AB32 (Impact GCC-1)

			
	Finding:	 	The grading and construction associated with the Project will, after the
application of all feasible mitigation measures, result in approximately 6,500 metric
tons of carbon dioxide equivalent (“CO2e”). The operation of the Project,
after the imposition of all feasible mitigation measures, will produce approximately
81,800 metric tons of CO2e  per year. In the absence of any quantitative or
qualitative threshold of significance for the emissions of CO2e, it must be
assumed that the amount of the emissions of CO2e, both during the grading
and construction associated with the Project and the operation of the Project will,
individually and cumulatively, be a significant and unavoidable impact. There are no
feasible mitigation measures which will reduce the impacts to less than significant.

			
	Factual Basis for the Finding:	 	As discussed in Section 5.16 and pages 6-40-41 of the
Draft EIR and in the Climate Change Analysis, Appendix N to the
Draft EIR, the grading and construction associated with the Project
and the operation of the Project will generate substantial amounts
of CO2e emissions. There is, currently, neither a
quantitative nor a qualitative threshold to be used to determine
whether the amount of CO2e emissions is significant.
Various thresholds, ranging from no new contributions to over 40,000
metric tons per year, have been proposed. The staff of the South
Coast Air Quality Management District has suggested a possible
threshold of 10,000 tons of CO2e per year for industrial
projects but has not suggested a numerical threshold for
non-industrial projects; the District has not yet acted on the
proposal. However, the California Air Resources Board and the Office
of Planning and Research are considering the adoption of a threshold
of significance for CO2e emissions but have not yet
decided on that threshold. AB32 requires a  reduction of
approximately 30% in CO2e emissions
over business as usual by 2020 in order to reach the
levels emitted in California in 1990. Irrespective of

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

62

 

	 	 	 

	 

	 	when or what standards will be adopted by the California Air
Resources Board all feasible measures have been implemented in this project in
compliance with AB-32.
	 
	 	 
	 

	 	Incorporating water conservation requirements, properly maintaining construction
equipment, turning off construction equipment when not in use and prohibiting construction
equipment from idling for more than five minutes, controlling traffic around the Project
Site, encouraging construction workers to carpool, prohibiting truck idling for more
than three minutes per day per truck, providing electricity in the loading area for
transportation refrigeration units, designing the Project to meet 2008 Title 24 energy
efficiency requirements, using “cool roofs” and “cool paints,” installing renewable energy
generation on-site to meet the Project’s Phase 1 office electricity needs, using ENERGY
STAR-qualified energy efficient appliances, providing bicycle storage parking and
showers for employees, installing Light Emitting Diodes in any traffic lights
which are a part of the Project, providing pedestrian and bicycle connections to
surrounding areas, establishing a Transportation Management Association to encourage and
coordinate carpooling by occupants of the Project, providing preferential parking for
carpools, vanpools and alternatively fueled vehicles, obtaining LEED
certification or, if not available, a similar program to achieve the same level of
environmental benefit, designing loading docks which will accommodate trucks utilizing
“SmartWay Truck Efficiency” emission reduction features, and prohibiting access to
trucks over 10,000 pounds which do not have an Engine Certification Label will ensure
reduction in the amount of emissions of CO2e. Accordingly, Mitigation Measures
AQ-1, AQ-3, AQ-4, AQ-5, AQ-7, AQ-11, AQ-12 and GCC-1 through 10, set forth on pages
5.16-9-13 of the Draft EIR, as modified on pages 4-2-6 and -18-21 of the Final EIR, and
GCC-11, set forth on page 4-21 of the Final EIR, have been imposed as conditions of
approval of the Project. However, there

Resolution No.2009-08

Exhibit A

Date Adopted: February 10, 2009

63

 

	 	 	 

	 

	 	are no additional feasible mitigation
measures which would reduce the impact to less than
significant.

			
	      b. Significant Unavoidable Impact:	 	Impacts of climate change on the Project
(Impact GCC-2)

			
	Finding:	 	Potential impacts of climate change include the exacerbation of air quality
problems, reduction in the quality and supply of water from the Sierra snow pack,
damage to the natural environment, reduction of in-state electricity production, and
an increase in wildfires, all of which could adversely affect the Project. The
imposition of Mitigation Measures W-1, which requires the preparation of a planting
and irrigation plan for the City’s review and approval, GCC-1 through GCC-4, which
require increased energy efficiency, the use of “cool” roofs and paints, the
production of energy on-site through the use of alternate, renewable energy sources
and the use of energy efficient appliances and systems, and GCC-9, which requires LEED
credit in a number of areas, will reduce the Project’s need for energy and water
slightly but the impact of global climate change on the Project will continue to be
significant and unavoidable. There are no mitigation measures which will reduce the
impacts to less than significant.

			
	Factual Basis for the Finding:	 	As discussed on pages 5.16-16-18 of the Draft EIR and
the Climate Change Analysis, Appendix N to the Draft
EIR, global climate change will affect the Project in
various ways. Imposing the mitigation measures discussed
in subsection IV.C.5 above will decrease the amounts of
water and energy required by the Project after it is in
operation but it, like all other projects in California,
will be subject to the deleterious impacts of climate
change.

V. PROJECT ALTERNATIVES

A. ALTERNATIVE SITES

			
	Finding:	 	There exists no reasonably feasible and available alternative site for the Project
which would avoid or substantially lessen the significant impacts of the Project or to
allow it to feasibly attain most of the Project’s basic objectives.

			
	Factual Basis for the Finding:	 	As discussed on pages 9-2-3 and -33-34 of the Draft
EIR and in the letters from Darla Longo dated January
18, 2008, and October 7, 2008, Appendices O to the Draft
and Final EIRs, an extensive search for

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

64

 

	 	 	 

	 

	 	reasonably feasible and available alternative sites
was conducted. While eight potential sites were
considered, six of the eight were found to be infeasible
for failure to meet, at the initial threshold, one or more
of Skechers’s requirements for its business and logistics
models, including, but not limited to, the ability to host
a 1,800,000 sf facility together with the possibility of
expansion later on a site immediately adjacent to a major
freeway and within the geographic service area needed. One
other potential site, in San Bernardino, met the threshold
and was studied for feasibility, but it was concluded
after study that the site  could not be built in an
efficient configuration for Skechers’s operations.
Therefore, no reasonably feasible and available
alternative site in the Inland Empire could be found.
Moreover, even if an alternative site could be found, the
significant and unavoidable impacts, individually and
cumulatively, on, at least, air quality and global climate
change would not be reduced. Significant and unavoidable
noise impacts, individually and cumulatively, are also
unlikely to be reduced for any otherwise feasible site
that would satisfy Skechers’s needs.

B. NO PROJECT — NO DEVELOPMENT ALTERNATIVE

			
	Finding:	 	The No Project — No Development Alternative is environmentally superior to
the Project but would not attain any of the objectives for the Project.

			
	Factual Basis for the Finding:	 	As discussed on pages 9-3-9 and -36 of the Draft EIR,
leaving the Project Site in its current condition would
result in no impacts to the environment with the
exception that the existing General Plan’s designation
of the Project Site for development with commercial and
industrial uses would not be satisfied. None of the
“Project’s objectives would be met.

C. EXISTING GENERAL PLAN ALTERNATIVE

			
	Finding:	 	Developing the Project Site under the existing General Plan designation and
zoning would allow for the development of 1,715,000 sf of business park and 410,000
sf of community commercial uses. The impacts on the environment of development
pursuant to the existing General Plan designation and zoning would be roughly
comparable to those which would result from the

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Exhibit A

Date Adopted: February 10, 2009

65

 

	 	 	 

	 

	 	development of the Project. However, it would not meet any of
Skechers’s needs nor would it allow Skechers to have the logistics facility
available in the very near future at any other reasonably feasible and
available site. In addition, due to market conditions, development under the
existing General Plan designation and zoning would not currently be feasible
and therefore would delay any benefits that development of the Project Site
would bring to the City, such as jobs and revenues. Likewise, it would not
provide the Project applicant with an adequate rate of return on its investment
because there is no market available for development of the Project Site
consistent with the existing General Plan designation and zoning.

			
	Factual Basis for the Finding:	 	As discussed on pages 9-9-19 and -36 of the Draft EIR
and in the letter from Darla Longo dated February 12,
2008, Appendix O to the Final EIR, there is currently no
market for the development of the Project Site
consistent with the existing General Plan designation
and zoning. The environmental impacts of development of
the Project Site consistent with the existing General
Plan designation and zoning are roughly comparable to
those of the Project with the impacts on aesthetics,
noise, public services and utilities being slightly less
and those on air quality, geology and soils, hazards and
hazardous materials and global climate change being
slightly more. Developing the Project Site consistent
with the existing General Plan designation and zoning
would not allow the Project applicant to achieve its
objectives because it would not be able to provide
logistics facilities to Skechers, resulting in delay or
denial of providing the City with new jobs and revenues
from the development of the Project Site and precluding
an adequate rate of return on its investment because
there is simply no existing market for development of
the Project Site consistent with the General Plan
designation and zoning.

D. REDUCED DENSITY ALTERNATIVE

			
	Finding:	 	Developing the Project Site with 1,000,000 sf of logistics use and 200,000
sf of community commercial uses would result in environmental impacts which would be
slightly less than those which would result from the development of the Project.
However, a reduced density alternative would not allow the Project to attain a number
of its basic objectives and would not reduce any

Resolution No. 2009-08

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Date Adopted: February 10, 2009

66

 

	 	 	 

	 

	 	significant unavoidable, environmental impact of the Project to a
level of insignificance or to a level capable of mitigation to a level of
insignificance and is therefore not significantly environmentally superior to
the Project.

			
	Factual Basis for the Finding:	 	As discussed on pages 9-19-26 and -36 of the Draft
EIR, the environmental impacts of the reduced project
would be marginally less than, or equal to, those of
the Project. In particular, impacts on Agricultural
Resources, Biological Resources, Cultural Resources
Hydrology and Water Quality, Mineral Resources, and
Population, Housing and Employment would be the same
for the Reduced Density Alternative as for the Project,
except that employment opportunities would be reduced.
Reductions in most other impacts would be marginal to
modest. Only reductions in impacts on Air Quality would
be likely to be substantial. However, no significant
unavoidable impact of the Project would be reduced to
or made capable of mitigation to a level of
insignificance. Also, the reduced density alternative
would prevent achieving some of the Project’s basic
objectives. In particular, Skechers would not be
provided the size and expandability required by its
business objectives. Current market conditions would
render the Reduced Density Alternative not reasonably
feasible and therefore preclude the Project applicant
from obtaining an adequate rate of return on its
investment.

E. NORMAL CONSTRUCTION SCHEDULE ALTERNATIVE

			
	Finding:	 	The normal construction alternative would have moderately fewer
environmental impacts than the Project. However, it would not allow the Project to
attain a number of its basic objectives and would not reduce any significant
unavoidable environmental impact of the Project to a level of insignificance or to
a level capable of mitigation to a level of insignificance and is therefore not
significantly environmentally superior to the Project.

			
	Factual Basis for the Finding:	 	As discussed on pages 9-27-33 and -36 of the Draft
EIR, the normal construction schedule would have a
moderately lesser environmental impact on aesthetics,
air quality and noise during the construction phase but
would otherwise be comparable to the impacts which
would result from the development of the Project and
make no difference in any impacts during the

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

67

 

	 	 	 

	 

	 	operation of the Project. However, Skechers
would be delayed in consolidating its operations in a
single logistics facility and the City would also be
delayed in obtaining the jobs and revenues which the
construction and operation of the Project will
generate. Therefore, development of the Project Site
with a normal construction schedule would delay
achievement of most of the basic objectives of the
Project and would not be significantly environmentally
superior to the Project.

F. ADEQUACY OF THE RANGE OF ALTERNATIVES

			
	Finding:	 	Alternatives consisting of development consistent with the existing General Plan
designation and zoning, reduced density and a normal construction schedule represent
a reasonable range of alternatives.

			
	Factual Basis for the Finding:	 	As discussed on pages 9-2-3 and -33-34 of the Draft
EIR and in the letters from Darla Longo dated January 18,
2008, and October 7, 2008, Appendices O to the Draft and
Final EIRs, an extensive search for reasonably feasible
and available alternative sites was conducted. While eight
potential sites were considered, six of the eight were
found to be infeasible for failure to meet, at the initial
threshold, one or more of Skechers requirements for its
business and logistics models, including, but not limited
to, the ability to host a 1,800,000 sf facility together
with the possibility of expansion later on a site
immediately adjacent to a  major freeway and within the
geographic service area needed. One other potential site,
in San Bernardino, met the threshold and was studied for
feasibility, but it was concluded after study that the
site could not be built in an efficient configuration for
Skechers’s operations. Therefore, no reasonably feasible
and available alternative site in the Inland Empire could
be found. Moreover, even if an alternative site could be
found, the significant and unavoidable impacts,
individually and cumulatively, on, at least, air quality
and global climate change would not be reduced.
Significant and unavoidable noise impacts, individually
and cumulatively, are also likely to not be

Resolution No. 2009-08

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Date Adopted: February 10, 2009

68

 

	 	 	 

	 

	 	reduced for any site truly feasible for
Skechers’s objectives.
	 
	 	 
	 

	 	Because, there are no reasonably feasible and
available alternative sites, development consistent
with the existing General Plan designation and zoning,
reduced density and a normal construction schedule
represent a reasonable range of alternatives. The
purpose of the Guidelines requirements of studying a
reasonable range of alternatives would not be met by
constructing additional alternatives that would not
meet the basic objectives of the Project. Because
Skechers needs are specific as to size, expandability,
location and transport accessibility, and without
alternative sites as an option, no other alternatives
appear feasible which would not defeat at least one
basic Project objective.

VI. LOGISTIC MODIFIED GENERAL PLAN CONCEPT

Section 8.3 of the Draft EIR discusses a modification of the Moreno Highlands Specific
Plan which would substantially decrease the residential, commercial and business
park/light industrial uses of the Specific Plan area and allow the development of
substantial logistic facilities, a use not contemplated in the existing Specific Plan.
No application for any modification of the Specific Plan has been submitted to the City
and there is no guarantee that any application will be submitted. Any modification of
the Specific Plan is independent of the development of the Project. Its only connection
is that the Project applicant owns both the Project Site and the land which would be
affected by a modification of the Specific Plan.

This information was provided solely because the project applicant, the owner of a
substantial portion of the land subject to the Specific Plan, is considering the
possibility of seeking an amendment of the Specific Plan so that, consistent with CEQA’s
purpose of providing full information to decision makers and the public, the discussion
was included in the Draft EIR.

Specifically, any such amendment to the Specific Plan would require compliance with all
of the City’s approval process including, but not limited to, a development application,
environmental review and new and separate Planning Commission and City Council public
hearing. Nothing in the Draft or Final EIR nor in this set of Findings constitutes
approval of, or any commitment to approve, any such future application.

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

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VII. STATEMENT OF OVERRIDING CONSIDERATIONS

As set forth in Section IV. above, most of the Project’s impacts on the environment will
either be insignificant or, through the imposition of mitigation measures as conditions of
approval of the Project, can be reduced to less than significant. However, as set forth in
subsection VI.C. above, impacts to aesthetics, agricultural resources, air quality, noise
and climate change and greenhouse gases will remain significant and unavoidable even after
the imposition of all feasible mitigation measures. Further, as set forth in Section V.
above, there are no feasible alternatives to the Project which would mitigate or avoid
those environmental impacts. Nevertheless, as set forth below, the Council has determined
that the benefits which will accrue from the development of the Project outweigh the
significant and unavoidable impacts which the Project will produce.

A. AESTHETICS

			
	Finding:	 	Notwithstanding the significant unavoidable impacts to aesthetics discussed in
subsection IV.C.1 above, the development of otherwise unusable land, the creation of
jobs by the Project, the multiplier effect which will create secondary jobs to support
the Project and those who work in it, the demonstration that the City is eager to
attract new business opportunities and the fact that the Project will be LEED
certified or, if LEED certification is not available, a similar program to achieve the
same level of environmental benefit, will also demonstrate the City’s commitment to
green technology constitutes benefits which outweigh the unavoidable adverse
environmental impacts to aesthetics. Each of the benefits, individually, constitutes a
sufficient basis for approving the Project notwithstanding the significant and
unavoidable impact on aesthetics which will result.

			
	Factual Basis for the Finding:	 	As set forth in the Project Objectives on pages 3-2 and
5.12-2 of the Draft EIR the letter from Darla Longo
dated February 12, 2008, Appendix O to the Final EIR,
the Fiscal Impact Study dated October 23, 2008, and the
Economic Impact Study dated October 24, 2008, the
approval of the Project will allow the conversion of
vacant, marginally productive agricultural land, into a
job and revenues producing facility. It will allow
Skechers to consolidate its operations from five
existing buildings in Ontario into one building in the
City which will, in the short run, generate
approximately 600 construction jobs and over 1,050 new
jobs in the City in Phase 1 operation of the project
and, in the long run, the development of the Project
will generate approximately 2,000 new jobs in the City
associated with the Project, all of which will help

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

70

 

	 	 	 

	 

	 	adjust the unfavorable jobs/housing
balance which currently exists. Further, the
construction of Phase 1 of the Project will generate
approximately 250 secondary jobs in the City while the
operation of the Project will, generate approximately
530 secondary jobs in the City and over additional
1,000 secondary jobs in the County providing goods and
services to the Project and to those who work on the
Project Site. Once in operation, the Project will
generate over $900,000 annually in net revenues to the
City.

B. AGRICULTURAL RESOURCES

			
	Finding:	 	Notwithstanding the significant unavoidable impacts to agricultural resources
discussed in subsection IV.C.2. above, the development of otherwise unusable land,
the creation of jobs by the Project, the multiplier effect which will create
secondary jobs to support the Project and those who work in it, the demonstration
that the City is eager to attract new business opportunities and the fact that the
Project will be LEED certified or, if LEED certification is not available, a
similar program to achieve the same level of environmental benefit, will also
demonstrate the City’s commitment to green technology constitutes benefits which
outweigh the unavoidable adverse environmental impacts to agricultural resources.
Each of the benefits, individually, constitutes a sufficient basis for approving
the Project notwithstanding the significant and unavoidable impact on agricultural
resources which will result.

			
	Factual Basis for the Finding:	 	As set forth in the Project objectives on pages 3-2 and
5.12-2 of the Draft EIR the letter from Darla Longo
dated February 12, 2008, Appendix O to the Final EIR,
the Fiscal Impact Study dated October 23, 2008, and
the Economic Impact Study dated October 24, 2008, the
approval of the Project will allow the conversion of
vacant, marginally productive agricultural land, into a
job and revenues producing facility. It will allow
Skechers to consolidate its operations from five
existing buildings in Ontario into one building in the
City which will, in the short run, generate
approximately 600 construction jobs and over 1,050 new
jobs in the City in Phase 1 operation of the project
and, in the long run, the development of the Project
will generate approximately 2,000 new jobs in the City
associated with the Project, all of which will help

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

71

 

	 	 	 

	 

	 	adjust the unfavorable jobs/housing
balance which currently exists. Further, the
construction of Phase 1 of the Project will generate
approximately 250 secondary jobs in the City while the
operation of the Project will, generate approximately
530 secondary jobs in the City and over additional 1,000
secondary jobs in the County providing goods and
services to the Project and to those who work on the
Project Site. Once in operation, the Project will
generate over $900,000 annually in net revenues to the
City.

C. AIR QUALITY

			
	Finding:	 	Notwithstanding the significant unavoidable impacts to air quality
discussed in subsection IV.C.3. above, the development of otherwise unusable
land, the creation of jobs by the Project, the multiplier effect which will
create secondary jobs to support the Project and those who work in it, the
demonstration that the City is eager to attract new business opportunities and
the fact that the Project will be LEED certified or, if LEED certification is
not available, a similar program to achieve the same level of environmental
benefit, will also demonstrate the City’s commitment to green technology
constitutes benefits which outweigh the unavoidable adverse environmental
impacts to air quality. Each of the benefits, individually, constitutes a
sufficient basis for approving the Project notwithstanding the significant and
unavoidable impact on air quality which will result.

			
	Factual Basis for the Finding:	 	As set forth in the Project objectives on pages 3-2 and
5.12-2 of the Draft EIR the letter from Darla Longo
dated February 12, 2008, Appendix O to the Final EIR,
the Fiscal Impact Study dated October 23, 2008, and the
Economic Impact Study dated October 24, 2008, the
approval of the Project will allow the conversion of
vacant, marginally productive agricultural land, into a
job and revenues producing facility. It will allow
Skechers to consolidate its operations from five
existing buildings in Ontario into one building in the
City which will, in the short run, generate
approximately 600 construction jobs and over 1,050 new
jobs in the City in Phase 1 operation of the project
and, in the long run, the development of the Project
will generate approximately 2,000 new jobs in the City
associated with the Project, all of which will help

Resolution No. 2009-08

Exhibit A

Date Adopted; February 10, 2009

72

 

	 	 	 

	 

	 	adjust the unfavorable jobs/housing
balance which currently exists. Further, the
construction of Phase 1 of the Project will generate
approximately 250 secondary jobs in the City while the
operation of the Project will, generate approximately
530 secondary jobs in the City and over additional
1,000 secondary jobs in the County providing goods and
services to the Project and to those who work on the
Project Site. Once in operation, the Project will
generate over $900,000 annually in net revenues to the
City.

D. NOISE

			
	Finding:	 	Notwithstanding the significant unavoidable noise impacts discussed in subsection
IV.C.4. above, the development of otherwise unusable land, the creation of jobs by
the Project, the multiplier effect which will create secondary jobs to support the
Project and those who work in it, the demonstration that the City is eager to attract
new business opportunities and the fact that the Project will be LEED certified or,
if LEED certification is not available, a similar program to achieve the same level
of environmental benefit, will also demonstrate the City’s commitment to green
technology constitutes benefits which outweigh the unavoidable adverse noise impacts.
Each of the benefits, individually, constitutes a sufficient basis for approving the
Project notwithstanding the significant and unavoidable impact on noise which will
result.

			
	Factual Basis for the Finding:	 	As set forth in the Project objectives on pages 3-2 and
5.12-2 of the Draft EIR the letter from Darla Longo dated
February 12, 2008, Appendix O to the Final EIR,
the Fiscal Impact Study dated October 23, 2008, and the
Economic Impact Study dated October 24, 2008, the
approval of the Project will allow the conversion of
vacant, marginally productive agricultural land, into a
job and revenues producing facility. It will allow
Skechers to consolidate its operations from five existing
buildings in Ontario into one building in the City which
will, in the short run, generate approximately 600
construction jobs and over 1,050 new jobs in the City in
Phase 1 operation of the project and, in the long run, the development of the Project will generate
approximately 2,000 new jobs in the City associated with
the Project, all of which will help adjust the
unfavorable jobs/housing balance which

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

73

 

	 	 	 

	 
	 	currently exists. Further, the
construction of Phase 1 of the Project will generate
approximately 250 secondary jobs in the City while the
operation of the Project will, generate approximately
530 secondary jobs in the City and over additional 1,000
secondary jobs in the County providing goods and
services to the Project and to those who work on the
Project Site. Once in operation, the Project will
generate over $900,000 annually in net revenues to the
City.

E. CLIMATE CHANGE AND GREENHOUSE GASES

			
	Finding:	 	Notwithstanding the significant unavoidable climate change and greenhouse gases
impacts discussed in subsection IV.C.5. above, the development of otherwise unusable
land, the creation of jobs by the Project, the multiplier effect which will create
secondary jobs to support the-Project and those who work in it, the demonstration that
the City is eager to attract new business opportunities and the fact that the Project
will be LEED certified or, if LEED certification is not available, a similar program
to achieve the same level of environmental benefit, will also demonstrate the City’s
commitment to green technology constitutes benefits which outweigh the unavoidable
adverse impact on global climate change. Each of the benefits, individually,
constitutes a sufficient basis for approving the Project notwithstanding the
significant and unavoidable impact on climate change and greenhouse gases which will
result.

			
	Factual Basis for the Finding:	 	As set forth in the Project objectives on pages 3-2 and
5.12-2 of the Draft EIR the letter from Darla Longo dated
February 12, 2008, Appendix O to the Final EIR, the
Fiscal Impact Study dated October 23, 2008, and the
Economic Impact Study dated October 24, 2008, the
approval of the Project will allow the conversion of
vacant, marginally productive agricultural land, into a
job and revenues producing facility. It will allow
Skechers to consolidate its operations from five existing
buildings in Ontario into one building in the City which
will, in the short run, generate approximately 600
construction jobs and over 1,050 new jobs in the City in
Phase 1 operation of the project and, in the long run,
the development of the Project will generate
approximately 2,000 new jobs in the City associated with
the Project, all of which will help adjust the
unfavorable jobs/housing balance which

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

74

 

	 	 	 

	 

	 	currently exists. Further, the construction of Phase 1 of the Project
will generate approximately 250 secondary jobs in the City while the operation of the
Project will, generate approximately 530 secondary jobs in the City and over
additional 1,000 secondary jobs in the County providing goods and services to the
Project and to those who work on the Project Site. Once in operation, the Project
will generate over $900,000 annually in net revenues to the City.

Resolution No. 2009-08

Exhibit A

Date Adopted: February 10, 2009

75

 

Mitigation Monitoring Program

Highland Fairview Corporate Park Project

State Clearinghouse No. 2007101132

Prepared for:

City of Moreno Valley

Community Development Department

14177 Frederick Street

Moreno Valley, CA 92552

Prepared by:

Michael Brandman Associates

220 Commerce, Suite 200

Irvine, CA 92602

714.508.4100

December 23, 2008

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

76

 

			
	City of Moreno Valley — Highland Fairview Corporate Park
	 	Mitigation Monitoring
Program — 12/23/2008

INTRODUCTION

CEQA Requirements

The California Environmental Quality Act (CEQA) requires that when a public agency
completes an environmental document that includes measures to mitigate or avoid significant
environmental effects, the public agency must adopt a Mitigation Monitoring Program (MMP) for the
changes to the project that it has adopted or made a condition of project approval in order to
mitigate or avoid significant effects on the environment. The appropriate reporting or monitoring
plan must be designed to ensure compliance during project implementation (Public Resources Code
Section 21081.6).

The Planning Division would coordinate the project monitoring of the mitigation measures with each
applicable department or division, while various City departments/divisions would be responsible
for monitoring and verifying compliance of specific mitigation measures. (See Mitigation
Monitoring and Reporting Summary Chart beginning on page 5.) The City of Moreno Valley Public
Works Department (City) would coordinate monitoring of the implementation of all mitigation
measures for the project Monitoring will include: 1) verification that each mitigation measure has
been implemented; 2) recordation of the actions taken to implement each mitigation measure; and 3)
retention of records in the project file.

Program Objectives

The objectives of the MMP for the Proposed Project include the following:

	 	•	 	To provide assurance and documentation that mitigation measures are implemented as planned;
	 
	 	•	 	To collect analytical data to assist City administration in its determination of
the effectiveness of the adopted mitigation measures;
	 
	 	•	 	To report periodically regarding project compliance with mitigation
measures, performance standards and/or other conditions; and
	 
	 	•	 	To make available to the public, upon request, the City record of compliance with
project mitigation measures.

Overview of the Project

	The project site and relevant off-site areas encompass a total of approximately 265.3
acres, development of the site includes approximately 2,420,000 square feet devoted to light
industrial logistics uses, and 200,000 square feet of commercial uses. The proposed project
includes a Tentative Parcel Map (TPM), a Change of Zone (CZ), a Plot Plan (PP), and a General Plan
Amendment (GPA). The Parcel Map would create parcels for two logistics buildings, two commercial
projects, and future SR-60 right-of-way. The parcel map would also establish the dedications for
required improvements. The Change of Zone would change 6.7 acres of Community Commercial to Light
Industrial. The Plot Plan would provide the site plan for the
logistics building. The GPA widens
the commercial area on the west, reduces the commercial area on the east, and

Michael Brandman Associates

Resolution
No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

77

 

			
	City of Moreno Valley — Highland Fairview Corporate Park
	 	Mitigation Monitoring
Program — 12/23/2008

eliminates a segment of a proposed trail alignment that was contingent upon its feasibility
and replaces it with a connection to a planned trail to the east.

Organization of the Mitigation Monitoring Program

The following describes the various sections of the MMP:

	 	•	 	Introduction — Provides an overview of CEQA’s monitoring and reporting
requirements, program objectives, the project for which the program has been
prepared, and the manner in which the mitigation monitoring program has been
organized.
	 
	 	•	 	MMP — Describes the City entities responsible for implementation of the
mitigation monitoring plan, the plan scope, procedures for monitoring and reporting,
public availability of documents, the process for making changes to the program, types
of mitigation measures, and the manner in which monitoring will be coordinated to ensure
implementation of mitigation measures.
	 
	 	•	 	Mitigation Monitoring and Reporting Summary — Outlines the impacts and mitigation
measures, responsible entities, and the timing for monitoring and reporting for each
mitigation measure included in the plan.

DESCRIPTION OF PLAN

Mitigation Monitoring Procedures

This MMP delegates responsibilities for monitoring the project, and allows responsible
City entities flexibility and discretion in determining how best to monitor implementation.
Monitoring procedures will vary according to the type of mitigation measure. The timing for
monitoring and reporting is described in the monitoring and reporting summary table included as
part of this program. Adequate monitoring consists of demonstrating that monitoring procedures
took place and that mitigation measures were implemented.

In order to enhance the effectiveness of the monitoring program, the City will utilize existing
systems where appropriate. For instance, with any major construction project, the administration
generally has at least one inspector assigned to monitor project construction. These inspectors
are familiar with a broad range of regulatory issues and will provide first line oversight for
much of the monitoring program.

Responsibilities of City include identification of typical mitigation measure-related issues such
as noisy equipment, dust, safety problems, etc. Any problems are generally corrected through
directions to the contractors, or through other appropriate, established mechanisms. Internal
reporting procedures are already in place to document any problems and to address broader
implementation issues.

Michael Brandman Associates

Resolution
No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

78

 

			
	City of Moreno Valley — Highland Fairview Corporate Park	 	Mitigation Monitoring Program
— 12/23/2008

Reporting Procedures

The City would be responsible for monitoring and implementing the mitigation measures
included in this monitoring plan.

Reporting consists of establishing a record that a mitigation measure is being implemented, and
generally involves the following steps:

	 	•	 	The City distributes reporting forms to the appropriate City Department (as
indicated on the Mitigation Monitoring and Reporting forms) or employs the office’s
existing reporting process for verification of compliance.
	 
	 	•	 	Responsible entities verify compliance by signing the monitoring and reporting
form and/or documenting compliance using their own internal procedures when
monitoring is triggered.
	 
	 	•	 	Responsible entities provide the City with verification that monitoring has
been conducted and ensure, as applicable, that mitigation measures have been
implemented.

The reporting forms prepared by the City would document the implementation status of
mitigation measures of the project. The progress reports describe the monitoring status of all
project mitigation measures. Project reporting forms and periodic status reports will be
available at the City.

The City would also be responsible for assisting their contractor with reporting responsibilities
to ensure that they understand their charge and complete their reporting procedures accurately and
on schedule.

Public Availability

All monitoring reporting forms, summaries, data sheets, and correction instructions related
to the Mitigation Monitoring Program for Highland Fairview Corporate Park would be available for
public review upon request at the City of Moreno Valley Department of Public Works offices during
normal business hours.

Program Changes

If minor changes are required to the MMP, they would be made in accordance with CEQA and
would be permitted after further review by the City. Such changes could include reassignment of
monitoring and reporting responsibilities and/or redesign to make any appropriate improvements. No
change would be permitted unless the Mitigation Monitoring Program continues to satisfy the
requirements of Public Resources Code Section 21081.6.

Types of Mitigation Measures Being Monitored

The Final Environmental Impact Report for the Highland Fairview Corporate Park Project is
a “project specific” and “cumulative” evaluation as defined in the CEQA Guidelines.

Michael Brandman Associates

Resolution
No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

79

 

			
	City of Moreno Valley — Highland Fairview Corporate Park
	 	Mitigation Monitoring
Program — 12/23/2008

The Final Environmental Impact Report recommends 63 project specific and cumulative
mitigation measures to reduce impacts related to aesthetics, air quality, biological resources,
cultural resources, geology and soils, hazards and hazardous materials, land use and planning,
noise, transportation and traffic, utilities and service systems, and global climate change and
greenhouse gases. Compliance with these mitigation measures will be accomplished through
administrative controls over project planning and implementation, in this case, through
incorporation of specific construction methods, and verification of construction in accordance with
these special provisions. Monitoring would be accomplished as described previously under “Reporting
Procedures” through verification and certification by personnel.

In general, implementation of the MMP will require the following actions:

	 	•	 	Appropriate mitigation measures would be included in construction documents.
	 
	 	•	 	Departments with reporting responsibilities would review the Final Environmental
Impact Report, which provides general background information on the reasons for including
specified mitigation measures.
	 
	 	•	 	Problems or exceptions to compliance would be addressed by the City as appropriate.
	 
	 	•	 	Periodic meetings may be held during project implementation to report on
compliance with mitigation measures.

Michael Brandman Associates

Resolution
No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

80

 

			
	City of Moreno Valley — Highland Fairview Corporate Park
	 	Mitigation Monitoring Program — 12/23/2008

Mitigation Monitoring and Reporting Summary

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	Finish	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Date	 	Date	 	Monitor
	Aesthetics
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM A-1. During project construction, the
construction site manager or supervisor shall
ensure that construction lighting shall be
limited to lighting within the work area and
light trespass shall be avoided though
directional lighting, shielding, and other
similar control measures.

	 	Construction
Supervisor
	 	City of Moreno
Valley Planning
Division
	 	During Construction	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM A-2. Enhanced architectural and
landscaping treatment shall be utilized along
the building frontage with State Route (SR) 60
to minimize or soften views of long expanses
of the upper elevations of buildings. Examples
of alternative treatment measures may include,
but not be limited to the following:

	 	Applicant
	 	City of
Moreno Valley,
Planning Division
	 	Plot Plan
Review/Approval	 	 	 	 	 	 
	•     Use of color; or

	 	 	 	 	 	 	 	 	 	 	 	 
	•     Texture variation; or

	 	 	 	 	 	 	 	 	 	 	 	 
	•     Roof line variation.

	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	Air Quality
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	Construction

MM AQ-1. Prior to construction of the project,
the project applicant shall comply with SCAQMD
Rule 403 by providing a Fugitive Dust Control
Plan that describes the application of best
management practices to control fugitive dust
during construction. Best management practices
shall include:

•     Application of water on
disturbed soils a
minimum of three times per day;

	 	Applicant
	 	City of
Moreno Valley
Public Works, Land
Development
Division, and the
South Coast Air
Quality Management
District
	 	Prior to Issuance
of Grading Permit	 	 	 	 	 	 
	•     Covering haul vehicles;

	 	 	 	 	 	 	 	 	 	 	 	 
	•     Replanting disturbed areas as
soon as practical;

	 	 	 	 	 	 	 	 	 	 	 	 
	•     Restricting vehicle
speeds on unpaved roads to 15 mph;

	 	 	 	 	 	 	 	 	 	 	 	 
	•     Suspension of all grading
activities during
high wind

	 	 	 	 	 	 	 	 	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

81

 

			
	City of Moreno Valley — Highland Fairview Corporate Park
	 	Mitigation Monitoring Program — 12/23/2008

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	Finish	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Date	 	Date	 	Monitor
	     speeds in excess of 25 mph.

	 	 	 	 	 	 	 	 	 	 	 	 
	•     A Large Operation notification
shall be submitted to the SCAQMD prior to
construction.

	 	 	 	 	 	 	 	 	 	 	 	 
	•     Project applicant to designate a to
designate a person(s) to monitor the dust control
program and to
order increased watering, as necessary.

	 	 	 	 	 	 	 	 	 	 	 	 
	•     Post a sign with the telephone
number and person to
contact regarding dust complaints. The person shall
take corrective action within 24 hours.

	 	 	 	 	 	 	 	 	 	 	 	 
	•     Complete all roadways, driveways,
sidewalks, etc.
as soon as possible; building pads should be
developed as soon as possible after grading unless
seeding, polymer, water, landscaping, soil binders,
or similar means are applied within five working
days after grading completion to minimize fugitive
dust.

	 	 	 	 	 	 	 	 	 	 	 	 
	•     Street sweeping shall be accomplished
as needed to
remove soil transport to adjacent areas; sweeping
shall require use of equipment certified under
SCAQMD Rule 1186.1.

	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM AQ-2. The project applicant shall meet CARB
standards by assuring use of lowest emission
construction equipment reasonably available for use on
this project. The construction fleet average shall meet
or exceed Tier II level and the applicant shall provide
incentives in the bidding process in selecting
construction contractors that propose the lowest-
emission construction equipment(i.e., high pressure
injectors; smaller engine sizes; electric equipment;
gasoline powered equipment with catalytic converters;
and alternatively fueled construction equipment).

The applicant shall also provide incentives in the
bidding process in selecting grading and construction
contractors that propose the use of equipment using
Level III diesel particulate filters.

	 	Applicant, Construction
Supervisor
	 	City of Moreno
Valley, Public
Works, Land
Development
Division
	 	Prior to Construction 

During
Onsite/Offsite
Construction
(Provide
evidence that
this has been
certified at
occupancy)	 	 	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

82

 

			
	City of Moreno Valley — Highland Fairview Corporate Park
	 	Mitigation Monitoring Program — 12/23/2008

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	Finish	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Date	 	Date	 	Monitor
	MM AQ-3. During project construction,
construction equipment shall be properly maintained in
accordance
with manufacturer’s specifications; maintenance shall
include proper tuning and timing of engines. During
maintenance, precautions shall be taken to ensure that
fuel is not leaked onto the ground. Equipment
maintenance records and equipment design
specification data sheets shall be kept onsite during
construction and subject to inspection by the
SCAQMD.

	 	Construction Supervisor
	 	City of Moreno
Valley Planning
Division, Public
Works. Land
Development
Division, and the
South Coast Air
Quality Management
District
	 	Onsite/Offsite
Construction	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM AQ-4. During project construction, the project
applicant shall require all contractors to turn off all
construction equipment and delivery vehicles when not
in use or prohibit idling in excess of five (5) minutes.

	 	Construction Supervisor
	 	City of Moreno
Valley, Building
and
Safety Division
	 	Onsite/Offsite
Construction	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM AQ-5. Prior to issuance of a grading permit, the
project applicant shall provide a traffic control plan
to the City of Moreno Valley that will describe in
detail safe detours around the project construction site
with
temporary traffic control (e.g., flag person) during
construction-related truck hauling activities, as
required by the City. Construction activities that affect
traffic flow on the arterial system shall be minimized
by scheduling such activities to off-peak hours.
Construction truck travel shall be routed to minimize
travel on congested streets and near to sensitive
receptor areas. Construction traffic shall gain access to
the project site via Theodore Street and Eucalyptus
Avenue to the greatest extent possible to minimize
traffic and dust along Redlands Boulevard. The traffic
control plan is primarily intended as a safety measure
but also can minimize traffic congestion and delays
that increase idling and acceleration emissions. The
traffic control plan shall be prepared in accordance
with U.S. Department of Transportation Federal
Highways Administration Rule on Work Zone Safety
23 CFR 630 Subpart J, Developing and Implementing

	 	Applicant
	 	City of Moreno
Valley,
Transportation
Engineering
Division
	 	Prior to issuance
of a grading
permit	 	 	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

83

 

			
	City of Moreno Valley — Highland Fairview Corporate Park
	 	Mitigation Monitoring Program — 12/23/2008

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	Finish	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Date	 	Date	 	Monitor
	Traffic Management Plans for Work Zones.
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM AQ-6. All paints shall be low
VOC paints and applied using
either high volume low-pressure
(HVLP) spray equipment or by hand
application. For a list of low VOC
paints, refer to the website
www.aqmd.gov/prdas/brochures/paintguide.html.

	 	Applicant, Construction
Supervisor
	 	City of Moreno
Valley,
Building and
Safety Division
	 	Construction	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM AQ-7A. Construction Phases. Prior to
the issuance of grading permits, the
developer shall provide documentation to
the City of Moreno Valley indicating that
construction workers will be encouraged
to carpool to the greatest extent
practical, including providing
information on park and ride programs
available to workers. The project shall
also provide for lunch services onsite
during construction to minimize the need
for offsite vehicle trips. Workers shall
be informed in writing and a letter
placed on file at the City of Moreno
Valley documenting the efforts to
encourage carpooling.

	 	Applicant
	 	City of Moreno
Valley,
Planning
Division,
	 	Prior to
issuance
of grading
permits

Construction	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM AQ-7B. Occupancy. Prior to the issuance of
occupancy permits, the project applicant
shall provide documentation to the City of
Moreno Valley indicating that tenant workers
will be encouraged to carpool to the
greatest extent practical including
providing information on park and ride
programs available to employees. Employees
shall be informed in writing and a letter
placed on file at the City of Moreno Valley
documenting the efforts to encourage
carpooling.

	 	Applicant
	 	City of Moreno
Valley, Planning
Division
	 	Prior to
issuance
of Certificate of
Occupancy	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM AQ-8. During project construction,
onsite electrical hook-ups shall be
provided for electric construction tools
including saws, drills and compressors,
to minimize the need for diesel powered
electric generators.

	 	Applicant, Construction
Supervisor
	 	City of Moreno
Valley,
Building and
Safety
Division
	 	Construction	 	 	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

84

 

			
	City of Moreno Valley — Highland Fairview Corporate Park
	 	Mitigation Monitoring Program — 12/23/2008

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	Finish	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Date	 	Date	 	Monitor
	MM AQ-9. During construction, rumble or
bumper scrips or similar best management practices
shall be provided where vehicles enter and exit the
construction site onto paved roads, or wash off
trucks or any equipment leaving the site with each
trip.

	 	Applicant,
Construction
Supervision
	 	City of Moreno
Valley, Public
Works Land
Development
Division
	 	Construction	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM-AQ-10. Offsite construction improvements shall
be limited to an 8-hour day during daylight hours.

	 	Construction Supervisor
	 	City of Moreno
Valley Public Works
Land Development
Division
	 	Offsite Construction	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	Operations 

MM AQ-11. All project entrances shall be posted with
signs which state:

a)     Diesel trucks servicing the project
shall not idle for more than 3 minutes; and

b)     Telephone numbers of the building
facilities manager and the California Air Resources
Board to report violations.

	 	Applicant, Tenants
	 	City of Moreno
Valley, Planning
Division and
Building and Safety
Division
	 	Prior to issuance
of occupancy
permits/Operation	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM AQ-12. Electricity shall be provided in the
loading dock areas for transportation refrigeration
units visiting the site, if any.

	 	Applicant, Tenants
	 	City of Moreno
Valley, Planning
Division and
Building and Safety
Division
	 	Prior to Issuance
of Certificate of
Occupancy/
Operation	 	 	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

85

 

			
	City of Moreno Valley — Highland Fairview Corporate Park
	 	Mitigation Monitoring Program — 12/23/2008

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	Finish	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Date	 	Date	 	Monitor
	MM AQ-13. A deed restricted area to the
south of the project property line, precluding the
establishment of sensitive receptors, is required.
The documents necessary to execute the deed
restriction shall be submitted to the City of
Moreno Valley prior to the issuance of a building
permit. Prior to the issuance of a Certificate of
Occupancy, the area depicted on Exhibit 5.3-1
‘Proposed Buffer Area’ from the southern property
line of the project between Redlands Boulevard and
Theodore Street shall be deed-restricted in a
manner acceptable to the City of Moreno Valley to
preclude the establishment of sensitive receptors
including residences, hospitals, convalescent
homes, day-care centers, and schools within this
area.

	 	Applicant
	 	City of Moreno
Valley, Planning
Division
	 	Submittal of Deed
Restriction
Documents Prior to
Issuance of
Building Permits

Execution of Deed
Restrictions. Prior
to Issuance of
Certificate of
Occupancy	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM AQ-14. Electrical hookups shall be provided for
transport refrigeration units within the
Commercial component (Phases II and III) to
eliminate the need for idling of diesel-powered
transport refrigeration units.

	 	Applicant, Tenants
	 	City of Moreno
Valley, Planning
Division and
Building and Safety
Division
	 	Plot Plan
Approval/Prior to
Occupancy Permits	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM AQ-15. The project applicant shall include in
all new lease documents the requirement that the
tenants shall utilize only trucks using
refrigeration units capable of utilizing
electrical hook-ups for deliveries to the tenant.

	 	Applicant
	 	City of Moreno
Valley, Planning
Division
	 	Operation (Written
Documentation shall
be provided)	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM AQ-16. The project applicant shall encourage its
tenants to do the following: have a compressed
workweek schedule for its employees; include
electric powered and/or compressed natural gas
fueled trucks and/or vehicles in fleets; require
or provide incentives to use California Air
Resources Board certified particulate filters that
meet level III requirements; use “clean” trucks,
such as 2007 or newer model year or 2010
compliant; use electric yard trucks; use trucks
with a SmartWay 1.25 rating; and electrify
auxiliary power units. The applicant shall provide
documentation of its efforts to the satisfaction
of the City.

	 	Applicant, Tenants
	 	City of Moreno
Valley, Planning
Division
	 	Operation	 	 	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

86

 

			
	City of Moreno Valley — Highland Fairview Corporate Park
	 	Mitigation Monitoring Program — 12/23/2008

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	Finish	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Date	 	Date	 	Monitor
	MM AQ-17. The project shall be designed
such that the check-in point for trucks is
inside the facility property to ensure that
there are no trucks queuing outside the
facility.

	 	Applicant
	 	City of
Moreno Valley,
Planning Division,
and Transportation
Engineering
Division
	 	Plot Plan Review/
Approval	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM AQ-18. Food services shall be provided onsite.

	 	Applicant, Tenants
	 	City of Moreno
Valley, Planning
Division
	 	Onsite
Construction,
Operation	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM AQ-19. Prior to the Issuance of Occupancy
Permits, written evidence shall be provided to
the Planning and Transportation Engineering
Divisions that the project applicant shall
include in all new lease documents the
requirement that the tenant shall provide
employees with incentives for carpooling or
impose a parking fee.

	 	Applicant, Tenant
	 	City of Moreno
Valley, Planning
Division and
Transportation
Engineering
Division
	 	Written Evidence of
Compliance Shall Be
Provided at
Occupancy/Operation	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM AQ-20. The property owners association
shall maximize use of electrical equipment
for landscape maintenance.

	 	Applicant, Tenants
	 	City of Moreno
Valley, Planning
Division
	 	Operation	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM AQ-21. Prior to the issuance of a
certificate of occupancy for Phase 3, traffic
signals, including interconnect hardware
installed, or paid for, in whole or in part,
by the project applicant shall be synchronized
by the applicant, to the satisfaction of the
City Engineer.

	 	City of Moreno
Valley
	 	City of Moreno
Valley,
Transportation
Engineering
Division
	 	Prior to
Certificate of
Occupancy For
Phase III.	 	 	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

87

 

			
	City of Moreno Valley — Highland Fairview Corporate Park
	 	Mitigation Monitoring Program — 12/23/2008

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	Finish	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Date	 	Date	 	Monitor
	Biological Resources
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM BR-1. To avoid
impacts to nesting birds
covered under the MBTA,
vegetation removal
activities involving
established perennial
vegetation located in
the urban/developed
plant community shall be
avoided during avian
nesting season (February
15 through August 31).
If the nesting season
cannot be avoided, a
nesting bird survey
shall be provided no
more than thirty (30)
days prior to vegetation
removal activities. If
no active nests are
observed, construction
activity may proceed
with no further
monitoring. If active
nests are observed, a
biological monitor shall
be present during any
construction activity
within the vicinity of
the nest. Construction
activity may encroach
within the vicinity of
the nesting birds at the
discretion of the
biological monitor.
Construction activity
may proceed once the
nestlings have fledged
the nest.

	 	Applicant,
Consulting Biologist
	 	City of Moreno
Valley Planning
Division
	 	Prior to Issuance
of Grading Permits	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM BR-2. Prior to issuance
of a grading permit, the
applicant shall pay the
mandatory mitigation fee
for the SKRHCP. The
mitigation fee is a
per/acre fee based on the
entire property footprint
and is used to purchase
land that contains
occupied Stephens’
kangaroo rat habitat for
the purpose of conserving
a large core population.

	 	Applicant
	 	City of Moreno
Valley Planning
Division
	 	Prior to Issuance
of a Grading Permit	 	 	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

88

 

			
	 	 	 
	City of Moreno Valley —
Highland Fairview Corporate Park
	 	Mitigation Monitoring Program — 12/23/2008

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	 	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Finish Date	 	Date	 	Monitor
	MM BR-3. A pre-construction clearance survey for
burrowing owl shall be provided. The pre-construction
survey shall be conducted by a qualified biologist no
more than thirty (30) days prior to any grading or ground
disturbing activities.

If construction is to be initiated during the
breeding season (February 1 through August 31) and
burrowing owl is determined to occupy any portion of the
study area during the 30-day pre-construction survey,
consultation with the CDFG and USFWS shall take place and
no construction activity shall take place within 500 feet
of an active nest/burrow until it has been determined
that the nest/burrow is no longer active, and all
juveniles have fledged the nest/burrow. No disturbance to
active burrows shall occur without appropriate permitting
through the MBTA and/or CDFG.

If active burrowing owl burrows are detected
outside the breeding season (September through January),
or within the breeding season but owls are not nesting or
in the process of nesting, passive relocation may be
conducted following consultation with the CDFG and
USFWS. Construction activity may occur within 500 feet
of the active nests at the discretion of the biological
monitor.

	 	Applicant,

Consulting

Biologist
	 	City of
Moreno Valley
Planning
Division
	 	Prior to
Issuance of Grading
Permits	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	MM BR-4. Prior to issuance of a building permit, the
applicant shall pay the mandatory mitigation fee for the
MSHCP. The mitigation fee is a per unit fee based on
the residential development and a per square feet fee
based on commercial or industrial development. This will
satisfy mitigation required for Impact 5.4-5 and
5.4-6.

	 	Applicant
	 	City of
Moreno Valley
Planning
Division
	 	Prior to the
Issuance of a
Building
Permit	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

89

 

			
	 	 	 
	City of Moreno Valley —
Highland Fairview Corporate Park
	 	Mitigation Monitoring Program — 12/23/2008

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	 	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Finish Date	 	Date	 	Monitor
	Cultural Resources

MMCR-1. Prior to the issuance of a grading permit, a
City-approved Project Archaeologist shall be retained
to initiate and supervise cultural resource
mitigation- monitoring during project-related
earthmoving in all areas of the project, subject to
certain constraints found in MM CR-2.

	 	Applicant, Construction

Supervisor, Consulting

Archaeologist
	 	City of Moreno Valley,
Planning Division
	 	Prior to
Issuance of a
Grading
Permit (Provide
document for
review prior to
issuance of a
Grading
Permit)	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	MM CR-2. Project-related archaeological
monitoring shall include the following
constraints:

	 	Applicant, Consulting

Archaeologist, Construction

Supervisor
	 	City of Moreno Valley
Planning Division
	 	During
Grading	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	 1.   All
construction-related earthmoving
shall be monitored to a depth of ten (10)
feet below grade by the Project Archaeologist
or his/her designated representative; 

	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	 2.   Once 50 percent of the earth to
be moved
has been examined by the Project Archaeologist, the
Project Archaeologist may, at his or her
discretion, terminate monitoring if and only
if no buried cultural resources have been
detected;

	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	 3.   If buried cultural resources
are detected
during monitoring, monitoring must continue
until 100 percent of virgin earth within the study
area has been disturbed and inspected by the
Project Archaeologist or his/her designated
representative.

	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	 4.   Grading shall cease in the area of a
cultural artifact or potential cultural
artifact as delineated by the Project
Archaeologist or his/her designated representative.
Grading should continue in other areas of the site
while particular find are investigated;
and 

	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	 5.   If cultural artifacts are uncovered
during grading, they shall be examined by a
professional archaeologist subject to MM CR-3,
and decisions shall be made as to mitigation,
treatment and/or

	 	 	 	 	 	 	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

90

 

			
	 	 	 
	City of Moreno Valley — Highland Fairview Corporate Park
	 	Mitigation Monitoring Program — 12/23/2008

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	 	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Finish Date	 	Date	 	Monitor
	      disposition in consultation with the culturally affiliated 

Tribe(s), as determined by the City. A mitigation-monitoring report must accompany the artifacts.

	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	MM CR-3. Should buried prehistoric cultural resources be encountered during monitoring, the resources shall be evaluated for significance in consultation with the culturally affiliated Tribe(s), as determined by the City, following CEQA Guidelines prior to continuance of grading in the area.

	 	Applicant, Construction Supervisor, Consulting Archaeologist
	 	City of Moreno Valley Planning Division
	 	During Grading	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	MMCR-4. The City of Moreno Valley shall designate culturally affiliated Tribe(s) to monitor the project. Qualified representatives of the Tribal Group(s) shall be granted access to the project site to monitor all activities monitored by the Project Archaeologist.

	 	City of Moreno Valley, Construction Supervisor
	 	City of Moreno Valley Planning Division
	 	Prior to Issuance of Grading Permits	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	MM CR-5. Prior to the issuance of a grading permit, a City-approved Project Paleontologist shall be retained to initiate and supervise paleontological mitigation-monitoring in all areas of the project, subject to certain constraints found below:

	 	Applicant, Construction Supervisor, Consulting Paleontologist
	 	City of Moreno Valley Planning Division, and Land Development Division of the Public Works Department
	 	Prior to Issuance of Grading Permits, During Grading	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	1.    Once excavations reach ten (10) feet in depth, monitoring of excavation in areas identified as likely to contain paleontologic resources by a qualified paleontologic monitor or his/her representative must take place.

	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	2.    Paleontological monitors shall be equipped to salvage fossils as they are unearthed to avoid construction delays and to remove samples of sediments that are likely to contain the remains of small fossil invertebrates and vertebrates.

	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	3.    Monitors shall be empowered to temporarily halt or divert equipment to allow removal of abundant or large specimens, and,

	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	4.    Monitoring may be reduced if the potentially 

	 	 	 	 	 	 	 	 	 	 	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

91

 

			
	 	 	 
	City of Moreno Valley — Highland Fairview Corporate Park
	 	Mitigation Monitoring Program — 12/23/2008

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	Finish	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Date	 	Date	 	Monitor
	      fossiliferous units described herein are not present, or, if present, are determined upon exposure and examination by qualified paleontologic personnel to have low potential to contain fossil resources.

	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	MM CR-6. Although considered unlikely, there is always the possibility that ground-disturbing activities may uncover previously unknown human remains. Should this occur, Section 7050.5 of the California Health and Safety Code applies, and the following procedures shall be followed.

	 	Applicant/Construction Supervisor
	 	City of Moreno Valley, Planning Division
	 	During Grading	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	In the event of an accidental discovery or recognition of any human remains, California Health & Safety Code 7050.5 and California Public Resource Code (PRC) Section 5097.98 must be followed. In this instance, once project-related earthmoving begins and if there is accidental discovery or recognition of any human remains, the following steps shall be taken:
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	1 .    There shall be no further excavation or disturbance of the site or any nearby area reasonably suspected to overlie adjacent human remains until a determination as to disposition and treatment is made. The Riverside County Coroner shall be contacted to determine if the remains are Native American and if an investigation of the cause of death is
required. If the coroner determines the remains to be Native American, the coroner shall contact the NAHC within 24 hours to allow the NAHC to identify the person or persons it believes to be the “most likely descendant” (MLD) of the deceased Native American. The MLD may make recommendations and enter into consultation with the landowner, for means of
treating or disposing of, with appropriate dignity, the human remains and any associated grave goods as provided in PRC Section 5097.98.

	 	 	 	 	 	 	 	 	 	 	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

92

 

			
	 	 	 
	City of Moreno Valley — Highland Fairview Corporate Park
	 	Mitigation Monitoring Program — 12/23/2008

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	Finish	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Date	 	Date	 	Monitor
	Geology and Soils
	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	The project will be subject to the City’s Grading Ordinance
and all applicable California Building Codes.

MM GEO-1. During excavation and grading activities a qualified
engineering geologist shall observe the in-grading excavation to
confirm the absence of any fault features within the building site.
If any currently unknown fault features are observed, such features
shall be evaluated by the geologist and, if determined necessary,
remediation measures or other measures as appropriate shall be
implemented to address such features in accordance with applicable
City and State requirements. The geologist’s record of observations
shall be summarized in a final report to be submitted to the City at
the conclusion of excavation/grading activities.

	 	Applicant, Consulting
Geologist
	 	City of Moreno
Valley, Planning
Division, Building
and Safety Division,
and Public Works Land
Development Division
	 	Onsite
Construction During
Grading	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Hazards and Hazardous Materials
	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	MM
HH-1. The fire protection system shall be designed per
National Fire Protection Agency (NFPA) 13 to provide an Early
Suppression Fast Response (ESFR) sprinkler system protection.
Temperature rating of sprinkler heads to be per the Fire
Department’s requirements.

	 	Applicant, Tenant
	 	City of Moreno
Valley Fire
Department, Building
and Safety Division
	 	Plan Check
Review/Approval	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	MM HH-2. A complete on-site fire protection underground system
shall be provided per NFPA 24 and specific requirements of the local
authorities. This system shall include hydrants, sectional valves,
backflow prevention, and Fire Department connections.

	 	Applicant, Tenant
	 	City of Moreno
Valley Fire
Department, Building
and Safety
Division
	 	Plan Check
Review/Approval	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

93

 

			
	 	 	 
	City of Moreno Valley — Highland Fairview Corporate Park
	 	Mitigation Monitoring Program — 12/23/2008

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	Finish	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Date	 	Date	 	Monitor
	MM HH-3. Riser assemblies shall include mechanical
alarm valves. System control valves shall either be
riser mounted with wall post extensions or exterior post
indicator valves as required by the local authority. All
required devices for central station alarm system
interface shall be provided.

	 	Applicant, Tenant
	 	City of Moreno
Valley Fire
Department,
Building and Safety
Division
	 	
Plan Check
Review/Approval	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	MM HH-4. System design, material, and installation
shall comply with NFPA 13 and the other previous NFPA
standards. It shall also comply with CBC and UFC
standards. Approvals will also be obtained from the
owner’s insurance authority.

	 	Applicant, Tenant
	 	City of
Moreno Valley Fire
Department,
Building and
Safety Division
	 	Plan Check
Review/Approval	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Land Use and Planning
	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	MM LU-1. A deed restricted area to the south of the
project property line, precluding the establishment of
sensitive receptors, is required. The documents
necessary to execute the deed restriction shall be
submitted to the City of Moreno Valley prior to the
issuance of a building permit. Prior to the issuance of a
Certificate of Occupancy, the area depicted on Exhibit
5.3-1 ‘Proposed Buffer Area’ from the southern property
line of the project between Redlands Boulevard and
Theodore Street shall be deed-restricted in a manner
acceptable to the City of Moreno Valley to preclude the
establishment of sensitive receptors including
residences, hospitals, convalescent homes, day-care
centers, and schools within this area. (MM AQ-13)

	 	Applicant
	 	City of
Moreno Valley
Planning
Division
	 	Submittal of Deed
Restriction
Documents Prior to
Issuance of
Building Permits

Execution of Deed
Restrictions Prior
to Issuance of
Certificate of
Occupancy	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

94

 

			
	 	 	 
	City of Moreno Valley —
Highland Fairview Corporate Park
	 	Mitigation Monitoring Program — 12/23/2008

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	Finish	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Date	 	Date	 	Monitor
	Noise
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	Temporary Impacts Due to Construction Noise

MM N-1. No Construction Vehicles on
Redlands Boulevard south of Future
Eucalyptus Avenue, Other than construction
vehicles necessary for identified offsite
improvements within Redlands Boulevard, no
construction vehicles shall be allowed in
the vicinity of any residences on Redlands
Boulevard south of existing Fir/future
Eucalyptus Avenue. The prohibition for
construction traffic shall apply to all
phases of the proposed project.

	 	Applicant,

Construction

Supervisor
	 	City of Moreno
Valley, Public
Works, Land
Development
Division
	 	Construction	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM N-2. No Nighttime Grading within 1,200
Feet of Residences south of Future
Eucalyptus Avenue. City grading hours are
from 7 a.m. to 6 p.m., Monday through
Friday. No grading activities shall occur
at night (8 p.m. to 7 a.m.) within 1,200
feet from any noise-sensitive land uses
(i.e. occupied residences including yard
areas, schools, etc.) located south of
SR-60 (Exhibit 5.11-6 shows the current
location of occupied residences). Prior to
the issuance of a grading permit, the
project applicant shall submit a Noise
Reduction Compliance Plan (NRCP) to the
City as part of the grading permit
submittal showing the limits of nighttime
construction based on the location of
occupied residential dwellings and their
associated parcels, and other noise
sensitive uses. The limits of nighttime
grading shall be shown on the NRCP and
grading plan submitted to the City.

The limits of construction allowed at
night shall be staked or posted on site,
and contractors will be provided with a
copy of the plan showing the limits of
nighttime construction.

In the event any new residential units or
other noise sensitive land uses are built
and occupied in the
	 	Applicant,

Construction

Supervisor	 	City of Moreno
Valley, Planning
Division and Public
Works Land
Development
Division	 	Prior to Issuance
of a Grading
Permit,
Pre-Construction
and During
Construction	 	 	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

95

 

			
	 	 	 
	City of Moreno Valley —
Highland Fairview Corporate Park	 	Mitigation Monitoring Program — 12/23/2008

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	Finish	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Date	 	Date	 	Monitor
	vicinity of the project
site prior to completion of
Phase 1 construction,
nighttime construction and
grading activities shall be
prohibited within 1,200
feet of such residences.
Compliance shall be
demonstrated through a
modification of the NRCP.

With the implementation of
this mitigation measure, the
loudest noise level that would
be experienced at any
developed residential parcel
would be less than 55 dBA
(Leq) during the nighttime,
and this level would be
consistent with the limits
established in the City’s
Noise Ordinance. Compliance
with these standards during
Phase 1 construction of the
project should be assured
through the Noise Reduction
Compliance Plan (NRCP) and
periodic monitoring of noise
levels at developed
residential parcels within
1,200 feet of the project
site.
	 	 	 	 	 	 	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

96

 

			
	 	 	 
	City of Moreno Valley —
Highland Fairview Corporate Park	 	Mitigation Monitoring Program — 12/23/2008

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	Finish	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Date	 	Date	 	Monitor
	MM N-3. Daytime
Construction Noise.
City grading hours
are from 7 a.m. to 6
p.m., Monday through
Friday. If project
site grading
activities must occur
within 560 feet of
noise-sensitive land
uses during the
daytime (7 a.m. to 8
p.m.),  then temporary
sound barriers of
sufficient height and
density to reduce
daytime noise levels
to 60 dBA (Leq) or
less shall be placed
between the grading
activities and the
noise-sensitive land
uses. Prior to the
issuance of a grading
permit, the developer
shall submit a NRCP
to the City as part
of the grading permit
submittal showing the
limits of daytime
construction based on
the 560 foot setback
in relation to the
location of occupied
residential dwellings
and their associated
parcels and other
noises sensitive
uses.

In the event any new
residential units or
other noise sensitive
land uses are built
and occupied in the
vicinity of the
project site prior to
completion of Phase 1
construction, the NRCP
shall be modified to
show a the revised new
560 foot setback for
day time construction
and grading activities
in relation to the new
residences.

With the
implementation of this
mitigation measure the
loudest noise level
that would be
experienced at any
developed residential
parcel would be less
than 60 dBA (Leq)
during the daytime,
and these levels would
be consistent with the
limits established in
the City’s Noise
Ordinance. Compliance
with these standards
during Phase 1
construction of the
project should be
assured through the
NRCP and periodic
monitoring of noise
levels at developed
residential parcels
within 560 feet of the
project site. This
mitigation measure
does not apply to
off-site construction.

	 	Applicant,

Construction

Supervisor
	 	City of Moreno
Valley, Planning
Division and Public
Works Land
Development
Division
	 	Prior to Issuance
of a Grading
Permit,
Pre-Construction
and Construction	 	 	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

97

 

			
	 	 	 
	City of Moreno Valley —
Highland Fairview Corporate Park
	 	Mitigation Monitoring Program — 12/23/2008

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	Finish	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Date	 	Date	 	Monitor
	MM
N-4. Require Equipment Maintenance. All
construction equipment shall be maintained
in good working order and fitted with the
appropriate silencers, mufflers or acoustic
covers where applicable.

	 	Applicant,

Construction

Supervisor
	 	City of Moreno
Valley, Planning
Division, Building
and Safety Division
	 	During Construction	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM N-5. Locate Material Stockpiles 1,200
Feet from Residences south of the Freeway.
Material stockpiles shall be located at
least 1,200 feet from residences south of
future Eucalyptus Avenue along Theodore
Street and Redlands Boulevard. Remotely
locating the stockpiles reduces the noise
at the residences from equipment traveling
to and from the stockpiles and the noise
that is sometimes associated with bandling
of material.

	 	Applicant,

Construction

Supervisor
	 	City of Moreno
Valley, Public
Works, Land
Development
Division, and the
Building and Safety
Division
	 	Pre-Construction
and Construction	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	Transportation and Traffic
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM TT-1. Prior to issuance of Certificate of
Occupancy for Phase 1. turn lanes shall be
improved along Theodore Street at SR-60 and
at Eucalyptus Avenue: In addition, minor
pavement shall be added to the Eastbound
and West bound State Route 60 Freeway ramp
intersections with Theodore Street to
accommodate truck turning movements. These
proposed improvements should enhance safety
and improve mobility between the freeway
and Eucalyptus Avenue.

	 	Applicant
	 	City of Moreno
Valley, Public
Works,
Transportation
Engineering
Division
	 	Prior to Issuance
of Certificate of
Occupancy for Phase 1	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM TT-2. Concurrent with the submittal of
the plot plan for Phase 3 of the proposed
project, the project applicant shall submit
a supplemental traffic study assessing the
project’s contribution to the traffic
impacts at the Redlands Boulevard
intersection with SR-60 ramps, as well as
Theodore Street at SR-60. Approval of the
supplemental traffic study must occur prior
to the approval of entitlements for the
Phase 3 Plot Plan. The project applicant
shall contribute to the costs of the
interim intersection improvements required
to provide adequate capacity for all phases
of the

	 	Applicant
	 	City of Moreno
Valley, Public
Works,
Transportation
Engineering
Division
	 	Phase 3 Plot Plan
Review, Prior to
Issuance of
Building Permits
for Phase 3	 	 	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

98

 

			
	 	 	 
	City of Moreno Valley —
Highland Fairview Corporate Park
	 	Mitigation Monitoring Program — 12/23/2008

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	Finish	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Date	 	Date	 	Monitor
	project. Said contribution shall be
on a fair-share basis considering
the buildout of adjacent areas.
Payment of such costs shall be
provided prior to the issuance of
a building permit for Phase 3. If
the timing of Phase 3 of the
project precedes the planned
interim improvements, the project
shall be required to construct
interim improvements needed to
provide-adequate capacity to serve
the project.
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM TT-3. The project
applicant shall construct the
easterly leg of the intersection
located at Redlands Boulevard and
Eucalyptus Avenue at the ultimate
design required to provide
adequate capacity for all phases
of the project and buildout of the
adjacent areas. The design
tentatively consists of a
dedicated westbound left turn
lane, two westbound through lanes
and a dedicated westbound right
turn lane. Final geometrics shall
be determined after receiving the
supplemental traffic study
identified in MM TT 2. 
Construction of required
improvements shall be completed
prior to the issuance of occupancy
permits for Phase 3 of the
project.

	 	Applicant
	 	City of Moreno
Valley, Public
Works,
Transportation
Engineering
Division
	 	Phase 3, Prior to
Issuance of
Occupancy Permits	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM TT(C)-1. Prior to issuance of
certificate of occupancy for Phase
1 of the project, turn lanes shall
be provided along Theodore Street
at SR-60 and at Eucalyptus Avenue.
In addition, minor pavement shall
be added to the Eastbound and West
bound State Route 60 Freeway ramp
intersections with Theodore Street
to accommodate truck turning
movements These proposed
improvements should enhance safety
and improve mobility between the
freeway and Eucalyptus Avenue.

	 	Applicant, City of
Moreno Valley
	 	City of Moreno
Valley, Public
Works,
Transportation
Engineering
Division, Riverside
County
Transportation
Department
	 	Prior to Issuance
of Certificate of
Occupancy for Phase 1	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM TT(C)-2. The short-range
analysis shows project impacts at
the Redlands Boulevard interchange
and at the Redlands
Boulevard/Eucalyptus Avenue
intersection. At the interchange,
improvements are planned and the
project shall participate on a
fair share

	 	Applicant, City of
Moreno Valley
	 	City of Moreno
Valley, Public
Works,
Transportation
Engineering
	 	Phase 3 Plot Plan

Review (or As

Determined By MM

TT-2)	 	 	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

99

 

			
	 	 	 
	City of Moreno Valley —
Highland Fairview Corporate Park
	 	Mitigation Monitoring Program — 12/23/2008

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	 	 	Finish	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Date	 	Date	 	Monitor
	basis if private funding is
needed. If the timing of
Phase 3 of the project
precedes the planned
interchange improvements,
the project shall contribute
to interim improvement to
provide adequate capacity
until the ultimate
improvements are completed.
These interim improvements
include additions of left
and right turn lanes at
Redlands Boulevard, SR 60
Ramps, and Eucalyptus
Avenue. The interim
improvements would be the
shared responsibility of the
proposed project and
cumulative projects. Fair
share participation and/or
contribution to interim
improvements, as applicable,
shall be required prior to
the issuance of a building
permit for Phase 3 of the
project.
	 	 	 	Division, Riverside

County

Transportation

Department	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	MM TT(C)-3. At the time of
the submittal of the plot
plan for Phase 3 of the
proposed project, the
applicant shall submit a
supplemental traffic study
assessing the project’s
contribution to the impacts
at the Redlands Boulevard
intersection with SR-60
ramps, as well as Theodore
Street at SR-60. The
developer shall contribute
to the costs on a fair share
basis of the intersection
improvements required to
provide adequate capacity
for all phases of the
project and buildout of the
adjacent areas. If the
timing of Phase 3 of the
project precedes the planned
improvements, the project
shall be required to
construct interim
improvements to provide
adequate capacity until the
ultimate improvements are
completed.

	 	Applicant, City of
Moreno Valley
	 	City of Moreno
Valley, Public
Works,
Transportation
Engineering
Division, Riverside
County
Transportation
Department
	 	Phase 3 Plot Plan

Review (or As

Determined By MM

TT-2)	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	Utilities and Service Systems
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	MM W-l. Prior to issuance
of a Precise Grading Permit,
Planting and Irrigation
Plans shall be submitted for
review and prior to the
issuance of a building
permit, approved by the
City. Such plans shall
contain the following
components:
	 	Applicant	 	City of Moreno
Valley Planning
Division	 	Plan Check
Review/Prior to
Issuance of
Building Permit	 	 	 	 	 	 	 	 
	

•   The plans
shall incorporate water
conservation principles as
detailed in the Moreno Valley

	 	 	 	 	 	 	 	 	 	 	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

100

 

			
	 	 	 
	City of Moreno Valley —
Highland Fairview Corporate Park	 	Mitigation Monitoring Program — 12/23/2008

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	Finish	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Date	 	Date	 	Monitor
	       Municipal Code § 9. 17.030 Landscape
and irrigation design standards.
	 	 	 	 	 	 	 	 	 	 
	

•     Plant types shall be grouped together
according to their water, soil, sun and
shade requirements and in relationship to
the buildings. Plants with different water
needs shall be irrigated separately.
	 	 	 	 	 	 	 	 	 	 
	

•     Plans shall be designed in accordance
with soil tests to determine appropriate
specifications of soil amendments and to
facilitate selection of water- efficient
plant species suitable for the site. Soil
amendments such as compost-shall be
provided to improve water-holding
capacity of soil, where soil conditions
warrant.

	 	 	 	 	 	 	 	 	 	 
	

•    All exposed surfaces of
non-turf areas within the developed
landscape area shall be mulched with a
minimum three inch (3”) layer of material,
except in areas with groundcover planted
from flats where mulch depth shall be
one and one half inches (1.5”).

	 	 	 	 	 	 	 	 	 	 
	

•     Turf areas shall be limited to public
gathering areas and used in
compliance with City approved water
budget formula(s) and specifications.

	 	 	 	 	 	 	 	 	 	 
	

•     All irrigation systems shall be designed
to prevent runoff, over-spray, low
head drainage (occurs where sprinkler
systems are installed in sloped areas) and
other similar conditions where water
flows offsite on to adjacent property,
non-irrigated areas, walk, roadways, or
structures. Irrigation systems shall be
designed, constructed, managed, and
maintained to achieve as high an
overall efficiency as possible.

	 	 	 	 	 	 	 	 	 	 
	

•     Landscaped areas shall be provided with
a) smart irrigation controllers which
automatically adjusts the frequency
and/or duration of irrigation events in
response to changing weather conditions; b)
rain- sensing devices to prevent
irrigation during rainy weather; c)
anti-drain check valves installed at
strategic points to minimize or prevent
low-head drainage; and d) pressure
regulators when the static water pressure
exceeds the maximum recommended

	 	 	 	 	 	 	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

101

 

			
	 	 	 
	City of Moreno Valley —
Highland Fairview Corporate Park	 	Mitigation Monitoring Program — 12/23/2008

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	Finish	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Date	 	Date	 	Monitor
	     operating pressure of the irrigation
system.

	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	•   The
planting areas shall be grouped in relation to
moisture control zones based on similarity of
water requirements (i.e., turf separate from shrub
and groundcover, full sun exposure areas separate
from shade areas; top of slope separate from toe
of slope).

	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	Global Climate Change and
Greenhouse Gases
	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	MM GCC-1. The project shall be designed to meet
applicable 2008 Title 24 energy efficiency
requirements, or any more stringent requirements that
may be adopted prior to the issuance of building
permits for the project.
	 	Applicant	 	City of Moreno
Valley, Planning
Division, Building
and Safety Division	 	Plan Check
Review/Prior to
Issuance of
Building Permits	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	MM GCC-2. All buildings shall be designed with “coo!
roofs” using products certified by the Cool Roof
Rating Council, and exposed roof surfaces shall use
“cool paints.”

	 	Applicant
	 	City of Moreno
Valley, Planning
Division, Building
and Safety Division
	 	Plan Check
Review/Prior to
Issuance of
Building Permits	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	MM GCC-3. The project shall install a photovoltaic
array (solar panels) or other source of renewable
energy generation on-site, or otherwise acquire
energy from the local utility that has been generated
by renewable sources, to meet the project’s Phase 1
office electricity needs.

	 	Applicant
	 	City of Moreno
Valley, Planning
Division, Building
and Safety Division
	 	Prior to
Certificate of
Occupancy/Phase 1
Office Occupancy	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	MM GCC-4. The design and operation of the project
shall use ENERGY STAR-qualified energy efficient
products for heating and cooling systems, and for
built-in appliances and lighting.

	 	Applicant
	 	City of Moreno
Valley, Planning
Division, Building
and Safety Division
	 	Plan Check
Review/Prior to
Issuance of
Building Permits	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	MM GCC-5. To reduce vehicle miles traveled and
emissions associated with trucks and vehicles, the
following measures shall be implemented to the
satisfaction of the Community Development Director,
Public Works Director, Building Official and
Transportation Division Manager:

a) Onsite secure, weather-protected bicycle storage

	 	Applicant
	 	City of Moreno
Valley Planning
Division, Building
and Safety
Division, Public
Works,
Transportation
Engineering
Division
	 	Prior to
Certificate of
Occupancy,
Operation	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

102

 

			
	 	 	 
	City of Moreno Valley —
Highland Fairview Corporate Park
	 	Mitigation Monitoring Program — 12/23/2008

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	Finish	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Date	 	Date	 	Monitor
	       parking
shall be provided. Onsite
showers
(one for males and one for
females) and lockers for
employees shall be provided in each
building. Onsite convenient
bicycle parking shall be provided
for retail customers.
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	b)    Any traffic lights installed as
part
of this project shall use Light
Emitting Diodes.

	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	c)    Pedestrian and bicycle connections
shall be provided to surrounding areas
consistent with the Existing General Plan.

	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	
d)    A Transportation Management
Association (TMA) shall be
established for the project by the
applicant. The TMA shall coordinate its
efforts with other TMAs in the
City and encourage and coordinate
carpooling by occupants of the project.
The TMA shall advertise its services
to the building occupants. The TMA
shall offer transit or other
incentives to the employees to reduce
greenhouse gas emissions. A shuttle
shall be provided during any one
hour period where the number of
employees using public transit exceeds 20
during the period. The TMA shall
distribute public transportation
information to its employees. The
TMA shall provide electronic message board
space for coordinating rides.
Within two months after project
completion, the TMA shall submit a plan to
the City that outlines the measures the
TMA has implemented and contact
information.

	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	e)    There shall be preferential
parking
for carpools; vanpools, and
alternatively fueled vehicles.

	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM
GCC-6. The project shall provide a
minimum of two electric vehicle-charging
stations.

	 	Applicant
	 	City of Moreno
Valley Planning
Division and
Building and Safety
Division
	 	Prior to
Certificate of
Occupancy	 	 	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

103

 

			
	 	 	 
	City of Moreno Valley — Highland Fairview Corporate Park
	 	Mitigation Monitoring Program — 12/23/2008

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	Finish	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Date	 	Date	 	Monitor
	MM GCC-7. During onsite construction
phases of mass grading, fine grading,
and building (excluding asphalt paving,
trenching, and offsite improvements),
off-road construction equipment shall
use biodiesel fuel (a minimum of B20, or
20 percent of biodiesel).  Construction
equipment exempt from this measure
include those with warranties that would
be yoided if B20 biodiesel fuel is used.
Prior to issuance of grading permits,
the applicant shall provide
documentation to the City that verifies
that certain equipment are exempt; that
a biodiesel supply has been secured; and
that the construction contractor is
aware that the use of biodiesel is
required.

	 	Applicant,

Construction

Supervisor
	 	City of Moreno
Valley Public
Works, Land
Development
Division
	 	Prior to Issuance
of Grading Permits

During Construction	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM GCC-8. Prior to issuance of a grading
permit, the project shall have in place a
City-approved Solid Waste Diversion and
Recycling Plan that demonstrates the
diversion and recycling of all
salvageable and re-useable wood, metal,
plastic and paper products used during
project construction. A similar Plan
shall be in place prior to occupancy that
demonstrates the diversion and recycling
of all wood, metal, plastic and paper
products during on-going operation of the
warehouse and office portions of the
project. The Plans shall include the name
of the waste hauler, their assumed
destination for all waste and recycled
materials, and the procedures that will
be followed to ensure implementation of
this measure.

	 	Applicant
	 	City of Moreno
Valley Planning
Division and Public
Works and
Development
Division
	 	Prior to Issuance
of Grading Permit
Prior to

Certificate of
Occupancy	 	 	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

104

 

			
	 	 	 
	City of Moreno Valley —
Highland Fairview Corporate Park
	 	Mitigation Monitoring Program — 12/23/2008

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	Verification of	 	 	 	 	 	Finish	 	Monitoring
	Mitigation Measure	 	Responsible Party	 	Compliance	 	Timing	 	Start Date	 	Date	 	Date	 	Monitor
	MM GCC-9. The project shall be
certifiable under Leadership in Energy
and Environmental Design (LEED). The
project shall obtain the following
credits from the LEED for New
Construction & Major Renovations,
version 2.2 (or equivalent): Sustainable
Sites Credit 7.1: Heat Island Effect,
Non-Roof; LEED Energy & Atmosphere
Credit 1, Optimize Energy Performance,
in part through installing skylights and
utilizing energy efficient lighting.
Demonstration of certifiability shall be
provided to the satisfaction of the
City, prior to the issuance of building
permits.

	 	Applicant
	 	City of Moreno
Valley Planning
Division and
Building and Safety
Division
	 	Submit Prior to
Building Permits	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM GCC-10. The project shall be designed
to accommodate trucks utilizing
“SmartWay Truck Efficiency” emission
reduction-features. Trailer tails
(extenders) are incompatible with
loading docks and are exempt from this
measure.

	 	Applicant
	 	City of Moreno
Valley Planning
Division
	 	Prior to Issuance
of Building
Permits/Prior to
Construction
(Provide
Documentation)	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	MM GCC-11. Every truck that enters the
site with a gross vehicle weight rating
over 10,000 pounds shall have an Engine
Certification Label. If it does not have
the label, it shall be prohibited from
entering the project site.

	 	Applicant, Tenant
	 	City of Moreno
Valley, Planning
Division
	 	Operation	 	 	 	 	 	 

Michael Brandman Associates

Resolution No. 2009-08

Exhibit B

Date Adopted: February 10, 2009

105

 

RESOLUTION NO. 2009-10

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
MORENO VALLEY, CALIFORNIA RECOMMENDING
APPROVAL OF PA07-0090 (TENTATIVE PARCEL MAP
NO. 35629) FOR FOUR SEPARATE BUILDABLE
PARCELS AND TWO PRIMARY PARCELS DEDICATED
FOR FREEWAY AND IMPROVEMENT PURPOSES
(THIRTEEN PARCELS OVERALL TO INCLUDE
LETTERED LOTS FOR PUBLIC ACCESS AND
DEDICATION PURPOSES) AND A PHASED SUBDIVISION
OF LAND (P08-057) CONSISTING OF A PROPOSED
INDUSTRIAL AND COMMERCIAL DEVELOPMENT
(2,620,000 SQUARE FEET) TO INCLUDE TWO PARCELS
FOR INDUSTRIAL WAREHOUSE USES, TWO PARCELS FOR COMMERCIAL/RETAIL USES
AND TWO PARCELS THAT WILL BE DEDICATED FOR FUTURE FREEWAY IMPROVEMENTS
ON A 158 ACRE SITE (WITH ADDITIONAL OFF-SITE IMPROVEMENTS AND
DRAINAGE) LOCATED ADJACENT TO AND SOUTH OF HIGHWAY 60 ALONG FUTURE EUCALYPTUS AVENUE
(FIR AVENUE) BETWEEN REDLANDS BOULEVARD AND THEODORE STREET

     WHEREAS, the applicant, the Highland Fairview
has filed an application for Tentative Parcel
Map No. 35629 consisting of three building phases and the subdivision of a 158 acre site
(265.3 acres including offsite improvements and drainage) with a first phase (Parcel 1) of
1,820,000 square foot warehouse industrial building, a second phase (Parcels 2 and 4) to include a 600,000 square foot
warehouse industrial building (Parcel 2) and an 80,000 square foot commercial/retail
component (Parcel 4), and a third phase to include a 120,000 square foot retail/commercial
component (Parcel 3). The project will include four (4) separate buildable parcels and
two primary parcels dedicated for freeway improvement purposes (and thirteen parcels
overall to include lettered lots for public access and dedication purposes) The project
site is located adjacent to and south of Highway 60 along future. Eucalyptus Avenue (Fir
Avenue), between Redlands Boulevard and Theodore Street;

     The project also includes applications for an Environmental Impact Report (EIR) under
P07-157, a Change of Zone (PA07-0088), General Plan Amendment (PA07-0089) and a plot plan
(PA07-0091). All are related but will be included in separate resolutions with individual findings;

     WHEREAS, on January 8, 2009, the Planning Commission of the City of Moreno Valley held a
meeting to consider and provide a recommendation on the

Resolution No. 2009-10

Date Adopted: February 10, 2009

1

 

application. At the conclusion of said meeting and public hearing, the item was
continued to January 15, 2009;

     WHEREAS,
on January 15, 2009, the Planning Commission conducted a continued public meeting
and recommended that the project be forwarded to the City Council for consideration;

     WHEREAS, on February 3, 2009 and February 10, 2009, the City Council held a meeting to consider
the application;

     WHEREAS, all legal prerequisites to the adoption of this Resolution have occurred;

     WHEREAS, there is hereby imposed on the subject development project
certain fees, dedications, reservations and other exactions pursuant to state law
and City ordinances; and

     WHEREAS, pursuant to Government Code Section 66020(d)(1), NOTICE IS HEREBY GIVEN that this
project is subject to Certain fees, dedications, reservations and other exactions as provided
herein.

     NOW, THEREFORE, BE IT FOUND, DETERMINED AND RESOLVED by
the City Council of the City of Moreno Valley as follows:

	 	A.	 	This City Council hereby specifically finds that all of
the facts set forth above in this Resolution are true and correct.
	 
	 	B.	 	Based upon substantial evidence presented to this City Council
during the above-referenced meetings on February 3, 2009 and
February 10, 2009, including written and oral staff reports, and the
record from the public hearing, this City Council hereby specifically
finds as follows:

	 	1.	 	Conformance with General Plan Policies — The proposed use
is consistent with the General Plan, and its goals, objectives, policies
and programs.
	 
	 	 	 	FACT: The applicant has proposed Tentative Parcel Map No. 35629 to
subdivide a 158-acre site into four (4) separate buildable parcels and
two primary parcels dedicated for freeway improvement purposes
(thirteen parcels overall to include lettered lots for public access
and dedication purposes.) for industrial and
commercial/retail development. The map would be consistent with a
proposed General Pan amendment to eliminate a General Plan designated
multi-use trail (Sinclair extension) through the center of the property.

Resolution No. 2009-10

Date Adopted: February 10, 2009

2

 

	 	 	 	move and extend the proposed General Plan trail along future Eucalyptus Avenue (Fir
Avenue) from the south side of the street to the north side of the
street from Quincy Street to Theodore Street, modify the General Plan circulation
plan to change the designation of future Eucalyptus Avenue (Fir), from an arterial
to a divided arterial, and the adjustment of small portions of the land between
proposed Parcels 2 and 3 (an enlargement of 93 feet in width in the CC land use
district and decrease of the BP or Business Park land use designation) and Parcels 1
and 4 (a reduction of 126 feet in width of the CC land use district to BP or
Business Park). The change in land use designation for these small portions of land
will not cause an inconsistency of land use.
	 
	 	2.	 	The site of the proposed land division is physically suitable for
the type of development and proposed density of development.
	 
	 	 	 	FACT: The proposed subdivision has been designed in accordance with the City
Zoning Ordinance and the State Subdivision Map Act. The proposed subdivision of-vacant
land complies with the Specific Plan and Map Act in that all lots meet the minimum
buildable size, all lots upon which development will take place will provide access to and
from dedicated public streets and all lots conform to development standards
within the Municipal Code.
	 
	 	3.	 	Health, Safety and Welfare — The proposed use will not be
detrimental to the public health, safety or welfare or materially
injurious to properties or improvements in the vicinity.
	 
	 	 	 	FACT: An Environmental Impact report (EIR) has been prepared for the overall
project, including the proposed Change of Zone and General Plan amendment. Findings and a
Statement of Overriding Considerations has been prepared for said project to deal with
impacts related to aesthetics, agriculture, air quality, and noise as well as climate
change and greenhouse gas emissions. Said EIR is required to be certified and approved as
a part of the proposed project. Said EIR will also be accompanied by a Mitigation
Monitoring Program, which will ensure the completion of required mitigation
measures for the project. The project site is surrounded by Highway 60 to the north, and
primarily vacant residential property to the south east and west.

Resolution No. 2009-10

Date Adopted: February 10, 2009

3

 

	 	 	 	Specific mitigation measures have been Provided to lessen the impacts
(but not all below significant levels) for public health, safety and
the welfare of surrounding properties and improvements in the vicinity
of the project. This includes, but is not limited to the limitation of
project lighting and glare, and enhanced architectural and
landscaping treatment to soften views and reduce visual character as
well as light and glare to less than significant levels for
aesthetics. Air quality mitigation measures include a fugitive dust
control plan with application of best management practices to control
fugitive dust during construction, emission control equipment with a
minimum of Tier II diesel particulate filter emission controls
resulting in a minimum reduction in 50 percent in particulate
matter, proper maintenance of construction equipment, a traffic control
plan to minimize operational truck traffic and dust during
construction, as well as low VOC paints, and other best management
practices. Noise mitigation measures include the restriction of
construction vehicles on Redlands Boulevard, south of future Eucalyptus
Avenue, the restriction of nighttime grading within 1,200 feet of
residences south of future Eucalyptus Avenue, specific sound barriers
in place to limit daytime construction noise, equipment
maintenance to include silencers, mufflers and acoustic covers,
and the restriction of material stockpiles within 1,200 feet of all
residences south of Highway 60. It is also important to note that
an approximate 440 foot land use buffer is included as a land
use mitigation measure to buffer or minimize environmental impacts of
the project from future sensitive receptors which could be Constructed
south of the site. Other mitigation throughout the EIR document
reduces the remaining environmental impacts noted in the document to
less than significant levels.
	 
	 	 	 	With the above mitigation measures imposed for items
including noise, air quality, climate change/greenhouse
gases, aesthetics and agricultural impacts, any environmental impacts from
the proposed project and use will be significantly
reduced but are still considered as significant and unavoidable,
thereby requiring a statement of overriding considerations. Said mitigation measures included with the
Project will lessen environmental impacts on any existing or
future properties within the general vicinity of the proposed
development and project and reduce impacts to public health,
safety and welfare.

Resolution No. 2009-10

Date Adopted: February 10, 2009

4

 

	 	4.	 	The design of the proposed land division or type of
improvements will not conflict with easements, acquired by
the public at large, for access through, or use of, property
within the proposed land division.
	 
	 	 	 	FACT: There are no conflicts with easements on the subject
site. The City Engineer has appropriately placed conditions of
approval for Tentative Parcel Map No. 35629 regarding
various project improvements.
	 
	 	5.	 	The design of the proposed land division or the type of
improvements is not likely to cause substantial environmental
damage or substantially and unavoidably injure fish or wildlife
or their habitat or cause serious health problems.
	 
	 	 	 	FACT: Pursuant to the California Environmental Quality Act (CEQA) guidelines, An
Environmental Impact Report (EIR) has been prepared for the
overall project, including
the proposed Change of Zone and General Plan amendment. Findings and a Statement of
Overriding Considerations has been prepared for said project to deal with impacts
related to aesthetics, agriculture, air quality, noise as well as climate change and
greenhouse gas emissions. Said EIR is required to be certified and approved as a part
of the proposed project. Said document will also be accompanied by a Mitigation
Monitoring Program, which will ensure the completion of required mitigation measures
for the project. The project site is surrounded by Highway 60 to the north, and
primarily vacant residential property to the south east and west.
	 
	 	 	 	With mitigation measures imposed for noise, air quality, climate, aesthetics and
agricultural and traffic impacts, impacts from the proposed project and use
will be significantly reduced but still considered as significant and unavoidable,
thereby requiring a statement of overriding considerations and not mitigated to less than
significant Levels. Said mitigation measures included with the project will lessen
environmental impacts on any existing or future properties within the general vicinity of
the proposed development and project and reduce impacts to public health, safety and
welfare.
	 
	 	6.	 	The effect of the proposed housing needs of the region were
considered and balanced against the public service needs of
the residents of Moreno Valley and available fiscal and
environmental resources.

Resolution No. 2009-10

Date Adopted: February 10, 2009

5

 

	 	 	 	FACT: The proposed map meets the intent of the General Plan if the
proposed general plan amendment (PA08-0089) is approved. The map will
provide for a variety of industrial and commercial/retail land uses,
supporting the economic base of the City. Proximity to existing residential
and commercial land use allows for contiguous development and
infrastructure. The project does not exceed the planned density or the
associated public service demand as envisioned by the Moreno Valley
General Plan. The Project does not exceed a threshold, which would create
potential significant impacts to fiscal resources. The project will
supplement the City’s fiscal resources by paying applicable impact fees for
public facilities. Additionally, future development within the four
buildable parcels will pay Community Services District fees, property
tax, sales tax, utility tax and other taxes and fees that will be used
to provide landscape maintenance as well as police, fire and other public
services.
	 
	 	7.	 	The design of the land division provides, to the
extent feasible, for future passive or natural heating and cooling
opportunities in the subdivision.
	 
	 	 	 	FACT: The size, configuration and orientation of the lots in this land
division allow solar access for passive heating and opportunities for
placement of shade trees and other vegetation for Cooling.
	 
	 	8.	 	The project conforms with any applicable provisions of the
City’s redevelopment plan.
	 
	 	 	 	FACT: The proposed project site is not located in a redevelopment area.

	C.	 	FEES, DEDICATIONS, RESERVATIONS, AND OTHER EXACTIONS

	 	1.	 	FEES

     Impact, mitigation and other fees are due and payable under currently
applicable ordinances and resolutions. These fees may include but are not limited to:
 Development impact fee, Stephens Kangaroo Habitat Conservation fee,
Underground Utilities in lieu Fee, Area Drainage Plan fee, Bridge and
Thoroughfare Mitigation fee (Future) and Traffic Signal Mitigation fee. The final
amount of fees payable is dependent upon information provided by the

Resolution No. 2009-10

Date Adopted: February 10, 2009

6

 

     applicant and will be determined at the time the fees become due and
payable.

     Unless otherwise provided for by this resolution, all impact
fees shall be calculated and collected at the time and in the manner
provided in Chapter 3.32 of the City of Moreno Valley Municipal
Code or as so provided in the applicable ordinances and resolutions.
The City expressly reserves the right to amend the fees and the fee
calculations consistent with applicable law.

	 	2.	 	DEDICATIONS, RESERVATIONS, AND OTHER EXACTIONS

     The
adopted Conditions of Approval for PA07-0090, and the
phasing implementation mechanism (P08-057) incorporated herein by
reference, may include dedications, reservations, and exactions
pursuant to Government Code Section 66020 (d)(1).

	 	3.	 	The City expressly reserves the right to
establish, modify or adjust any fee, dedication, reservation or other exaction to the
extent permitted and as authorized by law.

     Pursuant to Government Code Section 66020(d)(1), NOTICE
IS FURTHER GIVEN that the 90 day Period to protest the imposition
of any impact fee, dedication, reservation, or other exaction
described in this resolution begins on the effective date of this
resolution and any such protest must be in a manner that complies
with Section 66020(a) and failure to timely follow this procedure will bar any subsequent legal action to attack, review, set aside,
void or annul imposition.

     Your right to protest the fees,
dedications, reservations, or other exactions does not apply to planning, zoning, grading, or other
similar application processing fees or service fees in connection with
this project and it does not apply to any fees, dedication,
reservations, or other exactions of which you have been given
a notice similar to this nor does it revive challenges to any
fees for which the Statute of Limitations has previously expired.

     BE IT FURTHER RESOLVED that the City Council HEREBY APPROVES
Resolution No. 2009-10, APPROVING PA07-0090 (Tentative
Tract Map No. 35629) for a phased subdivision (P08-057) of a 158 acre site into four (4) separate buildable parcels and two primary
parcels dedicated for freeway improvement purposes (thirteen parcels overall to
include lettered lots for public access and dedication purposes.) for
warehouse industrial, retail, and freeway dedication purposes based on the affirmative recommendation of the Adoption

Resolution
No. 2009-10

Date Adopted: February 10, 2009

7

 

and Certification of the Environmental Impact Report Mitigation Monitoring
Program and Statement of Overriding Considerations, subject to the attached
conditions of approval included as Exhibit A.

     APPROVED AND ADOPTED this 10th day of February, 2009.

	 	 	/s/ Richard A. Stewart

	 

		 
	 

	 	Mayor

	 	 	 

	ATTEST:
	 	 
	 	 	 
	/s/ [ILLEGIBLE]	 	 
	 

City Clerk

	 	 
	 
	 	 
	(SEAL)
	 	 
	 
	APPROVED AS TO FORM:
	 	 
	 	 	 
	/s/ Robert D. Herrick	 	 
	 

City Attorney

	 	 

Resolution
No. 2009-10

Date Adopted: February 10, 2009

8

 

RESOLUTION JURAT

	 	 	 	 	 	 	 

	STATE OF CALIFORNIA

	 	 	)	 	 	 
	 
	 	 	 	 	 	 
	COUNTY OF RIVERSIDE

	 	)
	ss.	 
	 
	 	 	 	 	 	 
	CITY OF MORENO VALLEY

	 	 	)	 	 	 

     I, Jane Halstead, City Clerk of the City of Moreno Valley, California, do hereby certify
that Resolution No. 2009-10 was duly and regularly adopted by the City Council of the City of
Moreno Valley at a regular meeting thereof held on the 10th day of February, 2009 by the
following vote:

	 	 	 	 	 	 	 

	 	 	AYES:	 	Council Members Batey,
Hastings, Molina, Mayor Pro Tem Flickinger and Mayor Stewart
	 
	 	 	 	 	 	 
	 

	 	NOES:
	 	None	 	 
	 
	 	 	 	 	 	 
	 

	 	ABSENT:
	 	None	 	 
	 
	 	 	 	 	 	 
	 

	 	ABSTAIN:
	 	None	 	 
	 
	 	 	 	 	 	 
	 

	 	/s/ [ILLEGIBLE]	 	 	 	 
	 	 	 
	 

	 	CITY CLERK	 	 	 	 
	 
	 	 	 	 	 	 
	 

	 	(SEAL)	 	 	 	 

Resolution No. 2009-10

Date Adopted: February 10, 2009

9

 

CITY OF MORENO VALLEY

FINAL CONDITIONS OF APPROVAL

FOR

TENTATIVE PARCEL MAP No. 35629

Case No: PA07-0090 - To include P08-057 (Phasing Plan)

A.P.N.: 488-350-001 through 002 and 488-360-001 through 012.

	 	 	 

	Approval
Date:

	 	February 10, 2009
	Expiration Date:

	 	February 10, 2112

The following conditions are attached for the following departments:

	þ	 	Planning (P), including School District (S), Post Office (PO), Building (B)
	 
	þ	 	Fire Prevention Bureau (F)
	 
	þ	 	Public Works, Land Development (LD)
	 
	þ	 	Public Works, Special Districts (SD)
	 
	þ	 	Public Works — Transportation (TE)
	 
	þ	 	Parks & Community Services (PCS)
	 
	þ	 	Police (PD)
	 
	þ	 	Moreno Valley Utilities
	 
	o	 	Other (Specify or Delete)

Note: All Special conditions are in bold lettering. All other conditions are standard to all or
most development projects. (Include only those that apply). All conditions identified as Advisory
restate existing codes, ordinances, regulations or policies that apply to the project.

COMMUNITY DEVELOPMENT DEPARTMENT

Planning Division

GENERAL CONDITIONS

			
	P1.	 	This approval shall comply with all applicable requirements of the City of Moreno Valley Municipal Code. (Advisory)

      

	 	 	 	 	 

	Timing Mechanisms
for Conditions (see abbreviation at beginning of affected condition):
	 
	 	 	 	 
	R — Map Recordation

	 	GP — Grading Permits
	 	CO — Certificate of Occupancy or building final 
	WP — Water Improvement Plans

	 	BP — Building Permits
	 	P— Any permit
	 
	 	 	 	 
	Governing Document
(see abbreviation at the end of the affected condition):
	 
	 	 	 	 
	GP — General Plan

	 	MC — Municipal Code
	 	CEQA — California Environmental Quality Act
	Ord — Ordinance

	 	DG — Design Guidelines
	 	Ldscp — Landscape Development Guidelines and Specs
	Res — Resolution

	 	UFC — Uniform Fire Code
	 	UBC — Uniform Building Code
	 

	 	SBM — Subdivision Map Act	 	 

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

10

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 11

	 	 	 

	P2.

	 	This tentative map shall expire three years after the approval date of this tentative map
unless extended as provided by the City of Moreno Valley Municipal Code; otherwise it shall
become null and void and of no effect whatsoever in the event the applicant or any successor
in interest fails to properly file a final map before the date of expiration. (MC 9.02.230,
9.14.050, 080) (Advisory)
	 
	 	 
	P3.

	 	The site shall be developed in accordance with the approved tentative map on file in the
Community Development Department -Planning Division, the Municipal Code regulations, General
Plan, and the conditions contained herein. (MC 9.14.020) (Advisory)
	 
	 	 
	P4.

	 	A drought tolerant, low water using landscape palette shall be utilized throughout the site.
	 
	 	 
	P5.

	 	All undeveloped portions of the site shall be maintained in a manner that provides for the
control of weeds, erosion and dust. (MC 9.02.030) (Advisory)
	 
	 	 
	P6.

	 	All landscaped areas shall be maintained in a healthy and thriving condition, free from
weeds, trash and debris. (MC 9.02.030) (Advisory)
	 
	 	 
	P7.

	 	All site plans, grading plans, landscape and irrigation plans, and street improvement plans
shall be coordinated for consistency with this approval. (Advisory)
	 
	 	 
	PRIOR TO GRADING
	 
	 	 
	P8.

	 	(GP) Prior to approval of any grading permit, the developer shall submit a tree plan to the
Planning Division for review and approval. The plan shall identify all mature trees (4 inch
trunk diameter or larger) on the subject property and City right-of-way. Using the grading
plan as a base, the plan shall indicate trees to be relocated, retained, and removed.
Replacement trees shall be: shown on the landscape/irrigtion plan; be a minimum size of 24
inch box; and meet a ratio of three replacement trees for each mature tree removed or as
approved by the Community Development Director or designee. (GP Objective 4.4, 4.5, DG)
	 
	 	 
	P9.

	 	(GP) Prior to issuance of grading permits, the developer shall pay the applicable Stephen’s’
Kangaroo Rat (SKR) Habitat Conservation Plan mitigation fee. (Ord) (Advisory)

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

11

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 12

	 	 	 

	P10.

	 	(GP) Prior to the issuance of grading permits, final erosion control landscape and
irrigation plans for all cut or fill slopes over 3 feet in height shall be submitted to the
Planning Division for review and approval for the phase in process. The plans shall be
designed in accordance with the slope erosion plan as required by the City Engineer for that
phase. Man-made slopes greater than 10 feet in height shall be “land formed” to conform to
the natural terrain and shall be landscaped and stabilized to minimize visual scarring. (GP
Objective 1.5, MC 9.08.080, DG) (Advisory)
	 
	 	 
	P11.

	 	Prior to approval of a precise grading plan, landscape and irrigation plans shall be
submitted to the Planning Division for review. The plans shall be prepared in accordance with
the City’s Municipal Code and landscape specifications, and include required street trees.
(Advisory)
	 
	 	 
	P12.

	 	( (GP) If potential historic, archaeological, or paleontological resources are uncovered
during excavation or construction activities at the project site, work in the affected area
will cease immediately and a qualified person (meeting the Secretary of the Interior’s
standards (36CFR61)) shall be consulted by the applicant to evaluate the find, and as
appropriate recommend alternative measures to avoid, minimize or mitigate negative effects on
the historic, prehistoric, or paleontological resource. Determinations and recommendations by
the consultant shall be implemented as deemed appropriate by the Community Development
Director, in consultation with the State Historic Preservation Officer (SHPO) and any and all
affected Native American Tribes before any further work commences in the affected area.
(Advisory)
	 
	 	 
	 

	 	If human remains are discovered, work in the affected area shall cease immediately and the
County Coroner shall be notified. If it is determined that the remains are potentially
Native American, the California Native American Heritage Commission and any and all affected
Native American Indians tribes such as the Morongo Band of Mission Indians or the Pechanga
Band of Luiseno Indians shall be notified and appropriate measures provided by State law
shall be implemented. (GP Objective 23.3, DG, CEOA).
	 
	 	 
	P13.

	 	(GP) Prior to the issuance of grading permits, a pre-construction Burrowing Owl survey shall
be completed with written documentation provided to the Planning Division. The survey shall be
completed in accordance with the Burrowing Owl Survey Instructions for the Western Riverside
Multiple Species Habitat Conservation Area.

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

12

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 13

	 	 	 

	P14.

	 	(GP) Prior to issuance of grading permits, the developer shall submit final landscape and
irrigation plans within the State Highway 60 right-of-way adjacent to the project site
consistent with the State Highway 60 Corridor Design Manual. The plans shall be submitted to
the Planning Division for review and approval. (MC 9.14.100)
	 
	 	 
	P15.

	 	A qualified archaeologist and or tribal monitors from any affected Native American Indian
tribes shall be present during grading to evaluate and recommend appropriate actions for any
archaeological deposits exposed by construction activity. The monitoring archaeologist shall
be empowered to halt grading in the vicinity of an exposed archaeological deposit until that
deposit can be fully evaluated. The consultant (i.e. archaeologist) shall consult with any
and all affected Native American Indian tribes in the area on any Treatment Plan prepared for
the project.
	 
	 	 
	P16.

	 	(GP) Prior to the issuance of precise grading permits, mitigation measures contained in the
Mitigation Monitoring Program approved with this project shall be implemented as provided
therein.
	 
	 	 
	P17.

	 	(GP) Prior to issuance of grading permits, the developer shall submit wall/fence plans to the
Planning Division for review and approval for all fences and walls required or proposed on
site, included, but not limited to the 11 foot screening wall along the perimeter of the site
including pilasters and caps, or alternative design as approved by the Community Development
Director. (MC 9.08.070)
	 
	 	 
	P18.

	 	(GP) Prior to issuance of grading permits,
landscape plans (trees, shrubs and groundcover) for
basins maintained by an Property Owners Association
(POA) or other private entity shall be submitted to
the Planning Division for review and approval for
the sides and/or slopes. A hydroseed mix
w/irrigation is acceptable for the bottom of all the
basin areas. All detention basins shall include
trees, shrubs and groundcover up to the concreted
portion of the basin. A solid decorative wall with
pilasters, tubular steel fence with pilasters or
other fence or wall approved by the Community
Development Director is required to secure all water
quality and detention basins more than 18 inches in
depth.

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

13

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 14

PRIOR TO RECORDATION OF FINAL MAP

	 	 	 	 	 	 	 	 	 

	P19.	 	(R) Prior to final map recordation, subdivision phasing (including any proposed common
open space or improvement phasing, if applicable), shall be subject to the Planning Division
approval. Any proposed phasing shall provide for adequate vehicular access to all lots in
each phase as determined by the City Transportation Engineer or designee and shall
substantially conform to all intent and purpose of the subdivision approval. (MC 9.14.080)
(Advisory)
	 
	 	 	 	 	 	 	 	 
	P20.	 	(R) Prior to recordation of the final map, final median enhancement/landscape/irrigation
plans shall be reviewed and approved by the Planning Division, and Public Works Department -
Special Districts Administration for review and approval by each division. (GP — Circulation
Master Plan)
	 
	 	 	 	 	 	 	 	 
	P21.	 	(R) Prior to final map recordation any required trail easements shall be provided.
(Advisory)
	 
	 	 	 	 	 	 	 	 
	P22.	 	(R) Prior to recordation of the final subdivision map, the developer shall submit for review
and approval the following documents to the Planning Division which shall demonstrate that
the project will be developed and maintained in accordance with the intent and purpose of the
approval:
	 
	 	 	 	 	 	 	 	 
	 

	 	 	 	a.
	 	The document to convey title
	 

	 	 	 	b.
	 	Deed restrictions, easements, or Covenants, Conditions and Restrictions to be recorded
	 
	 	 	 	 	 	 	 	 
	 	 	The approved documents shall be recorded at the same time that the subdivision map is
recorded. The documents shall contain provisions for general maintenance of the site, joint
access to proposed parcels, open space use restrictions, conservation easements, guest
parking, feeder trails, water quality basins, lighting, landscaping and common area use.
The approved documents shall also contain a provision, which provides that they may not be
terminated and/or substantially amended without the consent of the City and the developer’s
successor-in-interest. (MC 9.14.090)
	 
	 	 	 	 	 	 	 	 
	 	 	In addition, the following deed restrictions and disclosures shall be included within the
document and grant deed of the properties:
	 
	 	 	 	 	 	 	 	 
	 	 	•	 	The developer shall promote the use of native plants and trees and drought
tolerant species to the extent feasible.

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

14

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 15

	 	 	 	 	 	 	 	 	 

	 	 	•	 	(R) All lots designated for open space and or detention basins, shall be
included as an easement to or transfer title to; and maintained by a Property Owners
Association (POA) or other private maintenance entity. All reverse frontage landscape
areas shall also be maintained by the onsite POA. Language to this effect shall be
included and reviewed within the required Covenant Conditions and Restrictions (CC&Rs)
prior to the approval of the final map.
	 
	 	 	 	 	 	 	 	 
	 	 	•	 	Maintenance of any and all common facilities.
	 
	 	 	 	 	 	 	 	 
	PRIOR TO BUILDING PERMIT
	 
	 	 	 	 	 	 	 	 
	P23.	 	(BP) Prior to issuance of building permits, the developer or developer’s
successor-in-interest shall pay all applicable impact fees, including but not limited to
Transportation Uniform Mitigation fees (TUMF), Multi-species Habitat Conservation Plan
(MSHCP) mitigation fees, and the City’s adopted Development Impact Fees. (Ord)
	 
	 	 	 	 	 	 	 	 
	P24.	 	(BP) Prior to issuance of building permits for applicable lettered lots, landscape plans
(trees, shrubs and groundcover) for basins maintained by an POA, or other private entity,
shall be approved for the sides and or slopes of all water quality basins and drainage areas.
A solid decorative wall with pilasters, tubular steel fence with pilasters or other fence or
wall approved by the Community Development Director is required to secure all water quality
and detention basins more than 18 inches in depth.
	 
	 	 	 	 	 	 	 	 
	OTHER CONDITIONS NOT TIED TO GRADING, BUILDING OR OCCUPANCY
	 
	 	 	 	 	 	 	 	 
	P25.	 	Three building phases are included under Tentative Parcel Map No. 35629, while a plot plan
(PA07-0091) has been included for Phase 1. All development under Phases 2 and 3 (Parcels 2, 3
and 4) would require additional plot plan review and approval from the Planning Commission.
	 
	 	 	 	 	 	 	 	 
	Building and Safety Division
	 
	 	 	 	 	 	 	 	 
	B-1	 	The above project shall comply with the current California Codes (CBC, CEC, CMC and the CPC)
as well as all other city ordinances. All new projects shall provide a soils report. Plans
shall be submitted to the Building Department as a separate submittal (Advisory)

markg/PA07-0088 through PA07-0091/MapCoa’s

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

15

 

CITY OF MORENO VALLEY

COMMENTS — MAP

Case No: PA07-0088 through PA07-0091 and P07-157

APN: 488-350-001 through 002 and 488-360-001 through 012

DATE: 12/19/08

FIRE PREVENTION BUREAU

1. The following Standard Conditions shall apply.

With respect to the conditions of approval, the following fire
protection measures shall be
provided in accordance with Moreno Valley City Ordinances and/or recognized fire protection
standards:

	 	 	 

	F1.

	 	Final fire and life safety conditions will be addressed when the Fire Prevention Bureau
reviews building plans. These conditions will be based on occupancy, use, California
Building Code (CBC), California Fire Code (CFC), and related codes, which are in force at
the time of building plan submittal.
	 
	 	 
	F2.

	 	The Fire Prevention Bureau is required to set a minimum fire flow for the remodel or
construction of all commercial buildings per CFC Appendix B and Table B105.1. The
applicant/developer shall provide documentation to show there exists a water system capable of
delivering 4000 GPM for 4 hour(s) duration at 20-PSI residual operating pressure. The
required fire flow may be adjusted during the approval process to reflect changes in design,
construction type, or automatic fire protection measures as approved by the Fire Prevention
Bureau. Specific requirements for the project will be determined at time of building plan
submittal. (CFC 508.3, Appendix B and MVMC 8.36.100 Section D). The 50% reduction in fire flow
was granted for the use of fire sprinklers throughout the facility. The reduction shall only
apply to fire flow, hydrant spacing shall be per the fire flow requirements listed in CFC
Appendix B and C.
	 
	 	 
	F3.

	 	Industrial, Commercial, Multi-family, Apartment, Condominium, Townhouse or Mobile Home
Parks. A combination of on-site and off-site super enhanced fire hydrants (6” x 4” x 4”
x 2 1⁄2 ”) shall not be closer than 40 feet and more than 150 feet from any portion of the
building as measured along approved emergency vehicular travel ways. The required fire flow
shall be available from any adjacent fire hydrant(s) in the system. Where new water mains are
extended along streets where hydrants are not needed for protection of structures or similar
fire problems, super or enhanced fire hydrants as determined by the fire code official shall
be provided at spacing not to exceed 500 feet of frontage for transportation hazards. (CFC
508.5.7 & MVMC 8.36.050 Section O and 8.36.100 Section E)

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

16

 

CITY OF MORENO VALLEY

PUBLIC WORKS DEPARTMENT — LAND DEVELOPMENT DIVISION

CONDITIONS OF APPROVAL

PA07-0088 Change of Zone

PA07-0089 General Plan Amendment

PA07-0090 Tentative Parcel Map No. 35629

APN 488-350-001, 002 and APN 488360-001 thru -012

Note: All Special Conditions are in Bold lettering and follow the standard conditions.

PUBLIC WORKS DEPARTMENT- LAND DEVELOPMENT DIVISION

The following are the Public Works Department — Land Development Division Conditions of Approval
for this project and shall be completed at no cost to any government agency. All questions
regarding the intent of the following conditions shall be referred to
the Public Works Department — Land Development Division.

General Conditions

	 	 	 

	LD1.

	 	(G) The developer shall comply with all applicable City ordinances and resolutions including
the City’s Municipal Code (MC) and if subdividing land, the Government Code (GC) of the State
of California, specifically Sections 66410 through 66499.58, said sections also referred to
as the Subdivision Map Act (SMA). (MC 9.14.010) (Advisory)
	 
	 	 
	LD2.

	 	(G) if the project involves the subdivision of land, maps may be developed in phases with the
approval of the City Engineer. Financial security shall be provided for all improvements
associated with each phase of the map. The boundaries of any multiple map increment shall be
subject to the approval of the City Engineer. The City Engineer may require the dedication
and construction of necessary utilities, streets or other improvements outside the area of any
particular map, if the improvements are needed for circulation, parking, access, or for the
welfare or safety of the public. (MC 9.14.080, GC 66412 and 66462.5) If the project does not
involve the subdivision of land and it is necessary to dedicate right-of-way/easements, the
developer shall make the appropriate offer of dedication by separate instrument. The City
Engineer may require the construction of necessary utilities, streets or other improvements
beyond the project boundary, if the improvements are needed for circulation, parking, access,
or for the welfare or safety of the public. (Advisory)
	 
	 	 
	LD3.

	 	(G) It is understood that the tentative map correctly shows all existing easements, traveled
ways, and drainage courses, and that their omission may require the map or plans associated
with this application to be resubmitted for further consideration. (MC 9.14.040) (Advisory)
	 
	 	 
	LD4.

	 	(G) In the event right-of-way or offsite easements are required to construct offsite
improvements necessary for the orderly development of the surrounding

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

17

 

	 	 	 	 	 	 	 

	 	 	area to meet the public health and safety needs, the developer shall make a good
faith effort to acquire the needed right-of-way in accordance with the Land Development
Division’s administrative policy. In the event that the developer is unsuccessful, he
shall enter into an agreement with the City to acquire the necessary right-of-way or
offsite easements and complete the improvements at such time the City acquires the
right-of-way or offsite easements which will permit the improvements to be made. The
developer shall be responsible for all costs associated with the right-of-way or easement acquisition per the Subdivision Map Act. (GC 66462.5) (Advisory)
	 
	 	 	 	 	 	 
	LD5.	 	(G) If improvements associated with this project are not initiated within two years of the
date of approval of the Public Improvement Agreement, the City Engineer may require that the
improvement cost estimate associated with the project be modified to reflect current City
construction costs in effect at the time of request for an extension of time for the Public
Improvement Agreement or issuance of a permit. (Advisory)
	 
	 	 	 	 	 	 
	LD6.	 	(G) The developer shall monitor, supervise and control all construction and construction
supportive activities, so as to prevent these activities from causing a public nuisance,
including but not limited to, insuring strict adherence to the following:
	 
	 	 	 	 	 	 
	 

	 	a.
	 	Removal of dirt, debris, or other construction material deposited on any
public street no later than the end of each working day.	 	 
	 
	 	 	 	 	 	 
	 

	 	b.
	 	Observance of working hours as stipulated on permits issued by the Public
Works Department.	 	 
	 
	 	 	 	 	 	 
	 

	 	c.
	 	The construction site shall accommodate the parking of all motor vehicles
used by persons working at or providing deliveries to the site.	 	 
	 
	 	 	 	 	 	 
	 

	 	d.
	 	All dust control measures per South Coast Air Quality Management District
(SCAQMD) requirements shall be adhered to during the grading operations.	 	 
	 
	 	 	 	 	 	 
	 	 	Violation of any condition or restriction or prohibition set forth in these conditions
shall subject the owner, applicant, developer or contractor(s) to remedies as noted in the
City Municipal Code 8.14.090. In addition, the City Engineer or Building Official may
suspend all construction related activities for violation of any condition, restriction or
prohibition set forth in these conditions until such time as it has been determined that
all operations and activities are in conformance with these conditions. (Advisory)
	 
	 	 	 	 	 	 
	LD7.	 	(G) The developer shall protect downstream
properties from damage caused by alteration of
drainage patterns, i.e., concentration or
diversion of flow. Protection shall be provided
by constructing adequate drainage facilities,
including, but not limited to, modifying
existing facilities or by securing a drainage
easement. (MC 9.14.110) (Advisory)
	 
	 	 	 	 	 	 
	LD8.	 	(G) Public drainage easements, when
required, shall be a minimum of 25 feet wide
and shall be shown on the map and plan, and
noted as follows: “Drainage

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

18

 

	 	 	 	 	 

	 	 	Easement — no structures, obstructions, or encroachments by land fills are allowed.”
In addition, the grade within the easement area shall not exceed a 3:1 (H:V) slope,
unless approved by the City Engineer. (Advisory)
	 
	 	 	 	 
	LD9.	 	(G) A detailed drainage study shall be submitted to the City Engineer for review and
approval at the time of any improvement or grading plan submittal. The study shall be
prepared by a registered civil engineer and shall include existing and proposed hydrologic
conditions. Hydraulic calculations are required for all drainage control devices and storm
drain lines. (MC 9.14.110) (Advisory)
	 
	 	 	 	 
	LD10.	 	(G) : The final conditions of approval issued by the Planning Division
subsequent to Planning Commission approval shall be photographically or electronically placed
on mylar sheets and included in the Grading and Street Improvement plan sets on twenty-four
(24) inch by thirty-six (36) inch mylar and submitted with the plans for plan check. These
conditions of approval shall become part of these plan sets and the approved plans shall be
available in the field during grading and construction. (Advisory)
	 
	 	 	 	 
	LD11.	 	(G) Upon approval of the tentative parcel map by the Planning Commission, the Developer
shall submit the approved tentative parcel map on compact disk in (.dxf) digital format to
the Land Development Division of the Public Works Department. (Advisory)
	 
	 	 	 	 
	Prior to Grading Plan Approval or Grading Permit
	 
	 	 	 	 
	LD12.	 	(GPA) The grading plans shall be drawn on twenty-four (24) inch by thirty-six (36) inch
mylar and signed by a registered civil engineer and other registered/licensed professional as
required. (Advisory)
	 
	 	 	 	 
	LD13.	 	(GPA) Grading plans shall comply with the City Grading ordinance, these Conditions of
Approval and the following criteria:
	 
	 	 	 	 
	 

	 	a.
	 	The project street and lot grading shall be designed in a manner that
perpetuates the existing natural drainage patterns with respect to tributary
drainage area and outlet points. Unless otherwise approved by the City Engineer,
lot lines shall be located at the top of slopes.
	 
	 	 	 	 
	 

	 	b.
	 	Any grading that creates cut or fill slopes adjacent to the street shall
provide erosion control, sight distance control, and slope easements as approved by
the City Engineer.
	 
	 	 	 	 
	 

	 	c.
	 	A grading permit shall be obtained from the Public Works Department Land
Development Division prior to commencement of any grading outside of the City
maintained road right-of-way.
	 
	 	 	 	 
	 

	 	d.
	 	All improvement plans are substantially complete and appropriate
clearance and at-risk letters are provided to the City. (MC 9.14.030)

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

19

 

	 	 	 	 	 	 	 

	 	 	e.	 	The developer shall submit a soils and geologic report to the Public Works
Department — Land Development Division. The report shall address the soil’s
stability and geological conditions of the site.
	 
	 	 	 	 	 	 
	 	 	(Advisory)
	 
	 	 	 	 	 	 
	LD14.	 	(GPA) Prior to grading plan approval, the developer shall select treatment control best
management practices (BMPs) that are medium to highly effective for treating Pollutants of
Concern (POC) for the project. Projects where National Pollution Discharge Elimination System
(NPDES) mandates water quality treatment control best management practices (BMPs) shall be
designed per the City of Moreno Valley guidelines or as approved by the City Engineer.
(Advisory)
	 
	 	 	 	 	 	 
	LD15.	 	(GPA, IP) Prior to approval of the grading plans or improvement plans for project sites
which are one acre or larger, the developer shall obtain the WQMP number from the City’s Land
Development Division, if a WQMP is required, and as a condition of the State Water Quality
Control Board, a Notice of Intent (NOI) for an NPDES permit must be filed and a Waste
Discharge Identification (W.D.I.D.) permit number obtained from the State Water Quality
Control Board. (Clean Water Act) (Advisory)
	 
	 	 	 	 	 	 
	LD16.	 	(GPA) Prior to the rough grading plan approval, or issuance of a building permit, if a
grading permit is not required, the Developer shall:
	 
	 	 	 	 	 	 
	 	 	a.	 	Submit two (2) copies of the final project-specific Water Quality
Management Plan (WQMP) for review by the City Engineer that:
	 
	 	 	 	 	 	 
	 

	 	 	 	i.
	 	Addresses Site Design Best Management Practices (BMPs) such as
minimizing impervious areas, maximizing permeability, minimizes directly
connected impervious areas to the City’s street and storm drain systems, and
conserves natural areas;
	 
	 	 	 	 	 	 
	 

	 	 	 	ii.
	 	Incorporates Source Control BMPs and provides a detailed
description of their implementation;
	 
	 	 	 	 	 	 
	 

	 	 	 	iii.
	 	Incorporates Treatment Control BMPs and provides information
regarding design considerations;
	 
	 	 	 	 	 	 
	 

	 	 	 	iv.
	 	Describes the long-term operation and maintenance requirements
for BMPs requiring maintenance; and
	 
	 	 	 	 	 	 
	 

	 	 	 	v.
	 	Describes the mechanism for funding the long-term operation and
maintenance of the BMPs.
	 
	 	 	 	 	 	 
	 	 	A copy of the final WQMP template can be obtained on the City’s Website or by contacting
the Land Development Division of the Public Works Department.
	 
	 	 	 	 	 	 
	 	 	b.	 	Record a “Stormwater Treatment Device and Control Measure Access and
Maintenance Covenant,” to provide public notice of the requirement to implement the
approved final project-specific WQMP and the maintenance

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

20

 

	 	 	 	 	 	 	 	 	 

	 	 	 	 	requirements associated with the WQMP. A boilerplate copy of the “Stormwater
Treatment Device and Control Measure Access and Maintenance Covenant,” can be obtained by
contacting the Land Development Division of the Public Works Department. 
		 	(Advisory)
	 
	 	 	 	 	 	 	 	 
	LD17.	 	(GPA) Prior to rough grading plan approval, or issuance of a building permit, if a grading
permit is not required, the Developer shall secure approval of the final project-specific
WQMP from the City Engineer. (Advisory)
	 
	 	 	 	 	 	 	 	 
	LD18.	 	(GPA) Prior to rough grading plan approval, or issuance of a building permit as determined
by the City Engineer, the approved final project-specific WQMP shall be incorporated by
reference or attached to the project’s Storm Water Pollution Prevention Plan as the
Post-Construction Management Plan.
	 
	 	 	 	 	 	 	 	 
	LD19.	 	(GPA) Prior to grading permit issuance, the developer shall prepare a Storm Water Pollution
Prevention Plan (SWPPP) in conformance with the state’s Construction Activities Storm Water
General Permit. A copy of the current SWPPP shall be kept at the project site and be
available for review upon request. The SWPPP shall be submitted to the City’s Storm Water
Program Manager on compact disk(s) in Microsoft Word format. The developer is required to
bring the SWPPP to the grading pre-construction meeting. (Advisory)
	 
	 	 	 	 	 	 	 	 
	LD20.	 	(GPA) Prior to the approval of the grading plans, the developer shall pay any applicable
remaining grading plan check fee. (Advisory)
	 
	 	 	 	 	 	 	 	 
	LD21.	 	(GPA/MA) Prior to the later of either grading plan or final map approval, resolution of all
drainage issues shall be as approved by the City Engineer. (Advisory)
	 
	 	 	 	 	 	 	 	 
	LD22.	 	(GP) Prior to the issuance of a grading permit, the developer shall submit a letter of
permission to grade for a specific duration recorded against each offsite parcel and an
easement for slope purposes at final map recordation. (Advisory)
	 
	 	 	 	 	 	 	 	 
	LD23.	 	(GP) Prior to issuance of a grading permit, if the fee has not already been paid prior to
map approval or prior to issuance of a building permit if a grading permit is not required,
the developer shall pay Area Drainage Plan (ADP) fees. The developer shall provide a receipt
to the City showing that ADP fees have been paid to Riverside County Flood Control and Water
Conservation District. (MC 9.14.100)
	 
	 	 	 	 	 	 	 	 
	LD24.	 	(GP) Prior to issuance of a grading permit, the following securities shall be submitted to
the City:
	 
	 	 	 	 	 	 	 	 
	 

	 	 	 	a.
	 	Security, in the form of a cash deposit (preferable),
letter of credit, or performance bond shall be required to be submitted as a
guarantee of the completion of the grading required as a condition of
approval of the project (MC 8.21.070)

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

21

 

	 	b.	 	Erosion control security as a guarantee of the completion and
maintenance of the erosion control systems required as a condition of
approval of the project. The amount of the security shall be equal to one
hundred (100) percent of the total estimated cost of the erosion control
system(s). The permittee’s estimate of such cost shall be based on the
established unit costs available form the city and shall be subject to the
review and approval of the city engineer. At least twenty-five (25) percent
of the required security shall be in cash and shall be deposited with the
city engineer. The remainder of the erosion control security shall be
subject to the approval of the City Engineer and City Attorney, and consist
of one or more of the following:

	 	i.	 	Cash deposit;
	 
	 	ii.	 	Bond
	 
	 	iii.	 	Certificate of Deposit
	 
	 	iv.	 	Letter of Credit, in City format, from one or more local financial institution(s) subject to regulation by the state or federal government. (MC
8.21.150) 

	           	 	(Advisory)

	LD25.	 	(GP) Prior to issuance of a grading permit, the developer shall pay the applicable grading
inspection fees. (Advisory)

Prior to Map Approval or Recordation

	LD26.	 	(MA) Prior to approval of the final map, the developer shall submit a copy of the Covenants,
Conditions and Restrictions (CC&Rs) to the Land Development Division for review and approval.
The CC&Rs shall include, but not be limited to, access easements, reciprocal access, private
and/or public utility easements as may be relevant to the project. (Advisory)
	 
	LD27.	 	(MA) Prior to approval of the final map, all street dedications shall be irrevocably
offered to the public and shall continue in force until the City accepts or abandons such
offers, unless otherwise approved by the City Engineer. All dedications shall be free of all
encumbrances as approved by the City Engineer. (Advisory)
	 
	LD28.	 	(MA) Prior to approval of the final map, security shall be required to be submitted as a
guarantee of the completion of the improvements required as a condition of approval of the
project. A Public Improvement Agreement (PIA) will be required to be executed. (Advisory)
	 
	LD29.	 	(MR) Prior to recordation of the final map, this project is subject to requirements under
the current permit for storm water activities required as part of the National Pollutant
Discharge Elimination System (NPDES) as mandated by the Federal Clean Water Act. In
compliance with Proposition 218, the developer shall agree to approve the City of Moreno
Valley NPDES Regulatory

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

22

 

	 	 	Rate Schedule that is in place at the time of recordation. Following are the
requirements:

	 	a.	 	Select one of the following options to meet the financial
responsibility to
provide storm water utilities services for the required operation and
maintenance monitoring and system evaluations in accordance with
Resolution No. 2002-46.

	 	i.	 	Participate in the mail ballot proceeding in
compliance with Proposition 218, for the Common Interest, Commercial,
Industrial and Quasi-Public Use NPDES Regulatory Rate Schedule and pay
all associated costs with the ballot process; or
	 
	 	ii.	 	Establish an endowment to cover future City costs
as specified in the Common Interest, Commercial, Industrial and
Quasi-Public Use NPDES Regulatory Rate Schedule.

	 	b.	 	Notify the Special Districts Division of the intent to record the
final map
prior to City Council action authorizing recordation of the final map and
the financial option selected. (California Government Code & Municipal
Code)

	 	 	 	(Advisory)

	LD30.	 	(MR) Prior to recordation of the map, the developer shall submit the map, on compact
disks, in (.dxf) digital format to the Land Development Division of the Public works
Department. (Advisory)

Prior to Improvement Plan Approval or Construction Permit

	LD31.	 	(IPA) Improvement plans shall be drawn on twenty-four (24) inch by thirty-six (36) inch
mylar and signed by a registered civil engineer and other registered/licensed professional as
required. (Advisory)
	 
	LD32.	 	(IPA) Prior to approval of the improvement plans, the developer shall submit clearances
from all applicable agencies, and pay all outstanding plan check fees. (MC 9.14.210)
(Advisory)
	 
	LD33.	 	(IPA) All public improvement plans prepared and signed by a registered civil engineer in
accordance with City standards, policies and requirements shall be approved by the City
Engineer. Securities and a public improvement agreement shall be required to be submitted and
executed as a guarantee of the completion of the improvements. (Advisory)
	 
	LD34.	 	(IPA) The street improvement plans shall comply with all applicable City standards and the
following design standards throughout this project:

	 	a.	 	Corner cutbacks in conformance with City Standard 208 shall be shown on
the final map or, if no map is to be recorded, offered for dedication by separate
instrument.

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

23

 

	 	b.	 	Lot access to major thoroughfares shall be restricted except at intersections and approved entrances and shall be so noted on the final map. (MC 9.14.100)
	 
	 	c.	 	The minimum centerline and flow line grades shall be one percent unless otherwise approved by the City Engineer. (MC 9.14.020)
	 
	 	d.	 	All street intersections shall be at ninety (90) degrees plus or minus
five
(5) degrees or as approved by the City Engineer per City Standard No.
706A. (MC 9.14.020)
	 
	 	e.	 	All reverse curves shall include a minimum tangent of one hundred (100)
feet in length.

	 	 	(Advisory)

	LD35.	 	(IPA) Improvement plans, including design plan and profile information, shall be based upon
a centerline profile, extending beyond the project boundaries approved by the City Engineer.
Design plan and profile information shall include the minimum 300 feet beyond the project
boundaries. (Advisory)
	 
	LD36.	 	(IPA) Improvement plans, shall reflect the City’s moratorium on trench repair pavement cuts
on any streets less than three years old or on slurry sealed streets less than one year old
unless specifically approved by the City Engineer. Pavement cuts for trench repairs may be
allowed for emergency repairs or as specifically approved by the City Engineer. (Advisory)
	 
	LD37.	 	(IPA) Drainage facilities with sump conditions shall be designed to convey the tributary
100-year storm flows. Secondary emergency escape shall also be provided. (MC 9.14.110)
(Advisory)
	 
	LD38.	 	(IPA) If the project’s hydrology study proposes to use any portion of a public street
right-of-way to accommodate storm flows, said study shall show that the 10-year storm flow
will be contained within the curb and the 100-year storm flow will be contained within the
street right-of-way. On major streets (Minor Arterial or larger), at least one lane in each
direction shall remain open and not be used to carry surface flows. When any of these criteria
is exceeded, additional drainage facilities shall be installed as approved by the Public Works
Department Land Development Division. (MC 9.14.110) (Advisory)
	 
	LD39.	 	(IPA) The project shall be designed to accept and properly convey all off-site drainage
flowing onto or through the site. All storm drain design and improvements shall be
subject to review and approval of the City Engineer. (Advisory)
	 
	LD40.	 	(CP) All work performed within the City right-of-way requires a construction permit. As
determined by the City Engineer, security may be required for work within the right-of-way.
Security shall be in the form of a cash deposit or other approved means. The City Engineer may
require the execution of a public improvement agreement as a condition of the issuance of the
construction

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

24

 

	 	 	permit. All inspection fees shall be paid prior to issuance of construction
permit. (MC 9.14.100) (Advisory)
	 
	LD41.	 	(CP) Prior to issuance of a construction permit, all public improvement
plans prepared and signed by a registered civil engineer in accordance with City
standards, policies and requirements shall be approved by the City Engineer.
(Advisory)
	 
	LD42.	 	(CP) Prior to issuance of construction permits, the developer shall
submit all improvement plans on compact disks, in (.dxf) digital format to the
Land Development Division of the Public Works Department. (Advisory)
	 
	LD43.	 	(CP) Prior to issuance of construction permits, the developer shall pay
all applicable inspection fees. (Advisory)

Prior to Building Permit

	LD44.	 	(BP) Prior to issuance of a building permit, the developer shall submit for
review and approval, a Waste Management Plan (WMP) per City code and Land
Development Division requirements. (AB939, MC 8.80) (Advisory)

Prior to Certificate of Occupancy

	LD45.	 	(CO) Prior to issuance of the last certificate of occupancy or building final,
the developer shall pay all outstanding fees. (Advisory)
	 
	LD46.	 	(CO) Prior to issuance of a certificate of occupancy or building final, the
developer shall construct all public improvements in conformance with applicable
City standards, unless otherwise approved by the City Engineer, including but not
limited to the following applicable improvements:

	 	a.	 	Street improvements including, but not limited to: pavement,
base, curb
and/or gutter, cross gutters, spandrel, sidewalks, drive approaches,
pedestrian ramps, street lights, signing, striping, under sidewalk drains,
landscaping and irrigation, medians, redwood header boards, pavement
tapers/transitions and traffic control devices as appropriate.
	 
	 	b.	 	Storm drain facilities including, but not limited to: storm drain pipe, storm
drain laterals, open channels, catch basins and local depressions.
	 
	 	c.	 	City-owned utilities.
	 
	 	d.	 	Sewer and water systems including, but not limited to:
sanitary sewer,
potable water and recycled water.
	 
	 	e.	 	Under grounding of existing and proposed utility lines less
than 115,000
volts.

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

25

 

	 	f.	 	Relocation of overhead electrical utility lines including, but not limited to:
electrical, cable and telephone.

	 	 	(Advisory)

	LD47.	 	(CO) Prior to issuance of a certificate of occupancy or building final, all existing and
new utilities adjacent to and on-site shall be placed underground in accordance with City of
Moreno Valley ordinances. (MC 9.14.130) (Advisory)

	LD48.	 	(CO) Prior to issuance of a certificate of occupancy or building final, the Developer must
comply with the following:

	 	a.	 	Any required water quality basins, associated treatment control BMPs,
and associated hardware per the approved civil drawing must be
constructed, certified and approved by the City Engineer including, but
not limited to, piping, forebay, aftbay, trash rack.
	 
	 	b.	 	An Engineer’s Line and Grade Certification shall be provided to the City.
	 
	 	c.	 	Said facilities shall pass a flow test per City test procedures.

	 	 	(Advisory)

	LD49.	 	(CO) Prior to issuance of a certificate of occupancy or building final for any
Commercial/Industrial facility, whichever occurs first, the owner may have to secure coverage
under the State’s General Industrial Activities Storm Water Permit as issued by the State
Water Resources Control Board. (Advisory)

Prior to Acceptance of Streets into the City Maintained Road System

	LD50.	 	(AOS) Aggregate slurry, per Section 203-5 of Standard Specifications for Public Works
Construction, may be required just prior to acceptance of street(s) into the City maintained
road system at the discretion of the City Engineer. (Advisory)

SPECIAL CONDITIONS

Phase 1 — Development Associated with Parcel 1 of PM 35629

	LD51.	 	(RGPA) Prior to rough grading plan approval, the developer shall obtain written concurrence
from Riverside County Flood Control and Water Conservation District (RCFC&WCD) for any
proposed modifications to the Moreno Area Drainage Plan as well as for the acceptance of a
small new additional tributary area resulting from the project’s proposed grading.

	LD52.	 	(RGPA) Prior to rough grading plan approval, it shall be clearly demonstrated on the final
drainage study that the potential increased rate of runoff resulting from the development of
this site is mitigated. During identified storm events peak flow rates and velocity leaving
the site in the

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

26

 

	 	 	developed condition shall be no larger than that of the pre-developed condition.
The following shall be analyzed in the final drainage study: 1, 3, 6 and 24-hour storm
duration for the 2, 5, 10 and 100-year storm events. The applicant understands that
additional detention measures or other mitigation, beyond those shown on the tentative
parcel map and preliminary drainage study, may be required and shall include those into
the design and construction of appropriate drainage facilities.
	 
	LD53.	 	(RGPA) Prior to rough grading plan approval, emergency overflow areas shall be shown at all
applicable drainage improvement locations in the event that the drainage improvement fails or
exceeds full capacity. Emergency overflow area elevations shall be a minimum of 1’ below the
proposed building pad elevation in close proximity. This may include, but not be limited to,
an emergency spillway in the basin and an emergency overflow at any sump catch basin
location. The developer is responsible for securing any necessary on-site or off-site
drainage easements as required for emergency overflow.
	 
	LD54.	 	(RGPA) Prior to rough grading plan approval, all easements, existing, proposed, temporary,
and those to be quitclaimed shall be shown on the plan complete with type of easement,
easement width, as applicable, instrument number and date of recordation. Copies of the
existing easement documents shall be submitted to the City (upon request) for review and
approval. Those easements to be quitclaimed shall be coordinated with the appropriate easement
holder, including but not limited to, those associated with the electrical utility lines
traversing Parcel 1 and the water line running along the entire map’s north boundary adjacent
to SR-60 and its on-/off-ramps, as shown and labeled on the tentative parcel map. The above
referenced water line shall be relocated outside the existing and ultimate SR-60 right-of-way
and preferably within Eucalyptus Avenue.
	 
	LD55.	 	(RGPA) Not withstanding what is shown on the tentative parcel map and grading plan, no
grading on Caltrans property shall be permitted without an encroachment permit.
	 
	LD56.	 	(RGPA) Prior to rough grading plan approval, the plan shall show a minimum 15-foot wide
maintenance access road from a public street to Parcels G, 5, and 6 (Parcels 5 and 6 to be
designated as lettered parcels on the final parcel map) to provide maintenance access to these
parcels until such time that the City accepts the dedication. Surrounding grading shall not
prohibit runoff from leaving these parcels.
	 
	LD57.	 	(PGPA) Prior to precise grading plan approval, the precise grading plan shall be consistent
with the rough grading plan and approved plot plan, in terms of, but not limited to, pad and
grade elevations, proposed water quality treatment control best management practices and
locations including detention and infiltration basins, proposed building, parking lot,
landscape area, slope, and project entrance locations. (Advisory)

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

27

 

	LD58.	 	(PGPA) Prior to precise grading plan or improvement plan approval, as
applicable, the plans shall show any driveway approach up to 40’ in width to be
constructed per City Standard Plan 118C, Option 2, modified. The driveways shall have
a minimum radius of 50’ if the entrance is to accommodate truck traffic, 35’
otherwise, and transition from an 8” curb height to a 0” curb height at the
conventional right-of-way 12’ behind the curb line, or as approved by the City
Engineer. There shall be a 4-foot wide pedestrian sidewalk area at 2% maximum cross
slope behind the conventional right-of-way. A 4-foot pedestrian right-of-way
dedication shall be made on PM 35629. Any entrance greater than 40’ in width shall be
designed as a street intersection. (Advisory)
	 
	LD59.	 	(IPA) If it is necessary to adjust the boundary of Parcel G, 5, and 6 (Parcels 5 and 6
to be designated as lettered parcels on the final parcel map) resulting in the need for
additional right-of-way for highway and road purposes, it shall be dedicated to the City
at no cost to the City. If it is necessary to adjust the boundary resulting in excess
right-of-way not needed for highway and road purposes, the City and the developer shall
pursue the appropriate mechanism to transfer or convey public property back to the
developer.
	 
	LD60.	 	(IPA) Prior to improvement plan approval, the plans shall show redwood headers, or other
pavement edge treatment as approved by the City Engineer, at all edge-of-pavement
locations in the public right-of-way. If redwood header board is approved, the redwood
header shall be installed per the City Standard, using a nominal minimum of 2” wide by 6”
deep board. This shall include, but not be limited to, the following locations:

	 	a.	 	Along the frontage of Parcels 1, 2 and 4 of PM 35629, south side of
Eucalyptus Avenue, south edge of the east bound travel lane to be
constructed in Phase 1.
	 
	 	b.	 	Along the frontage of Parcel 4 of PM 35629, east side of Theodore
Street, east edge of the northbound travel lane to be constructed in
Phase 2.
	 
	 	c.	 	Along the frontage of Parcel 3 of PM 35629, west side of Redlands
Boulevard, west edge of the southbound travel lane to be constructed
in Phase 3.
	 
	 	d.	 	Along the frontage of Parcel 3 of PM 35629, south side of Eucalyptus
Avenue, south edge of the eastbound travel lane to be constructed in
Phase 3.
	 
	 	e.	 	At proposed pavement transitions at edge of pavement.
	 
	 	f.	 	As required by the City Public Works Inspector(s).

	LD61.	 	(IPA) Storm drain improvement plans shall show the connection of the proposed private
storm drain system to the proposed public storm drain

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

28

 

	 	 	system at the public street right-of-way. A storm drain manhole shall be placed
at the right-of-way to mark the beginning of the publicly maintained portion of this
storm drain.
	 
	LD62.	 	(IPA) Prior to commencing any work within Caltrans right-of-way, the developer shall obtain
an encroachment permit from Caltrans. Work within Caltrans right-of-way may include that work
associated with storm drain connections to existing freeway culverts, water line removal,
water line extension from north of the freeway including jack and bore operation, power pole
relocation and/or undergrounding, and any grading.
	 
	LD63.	 	(IPA) Prior to approval of improvement plans, the developer shall secure any off-site
easements from the off-site property owner(s). This includes but is not limited to the
drainage easement for the proposed spreading basin south of the project, the slope easement
along the south side of Eucalyptus Avenue, the drainage easement for the culvert outlet across
Eucalyptus Avenue near Theodore Street, the utility easement for the temporary overhead
electrical lines, and any others that may be necessary for the construction and maintenance of
offsite utility and infrastructure improvements.
	 
	LD64.	 	(IPA) Prior to approval of improvement plans for any master drainage plan facilities, a
right-of-entry agreement shall be executed with Riverside County Flood Control and Water
Conservation District (RCFC&WCD) for said facilities.
	 
	LD65.	 	(MA) Prior to parcel map approval, the map shall show a varying width lettered parcel along
the project’s north boundary and adjacent to SR-60, shown as Parcel G on the tentative parcel
map, to be irrevocably offered for dedication to the City for highway and road purposes. Until
such time the City accepts the irrevocable offer of dedication for the lettered parcel, the
developer shall keep the parcel clear of permanent and/or temporary improvements, features,
and obstructions, including but not limited to, those resulting from grading or water quality
treatment. Minimal level of landscaping sufficient to achieve adequate erosion and sediment
control consisting of native plants or other plant material as approved by the Planning
Division shall be planted and maintained by the developer. Existing utilities shall be
relocated outside of the dedicated parcel as conditioned hereon. New utilities shall not be
placed within the dedicated parcel without City Engineer approval except for extension of
existing storm drain culverts and proposed water line from north of the SR-60 in the Sinclair
Street alignment. If permanent or temporary improvements, features, plant material, hardscape,
or obstructions are placed within the dedicated parcel, without prior City approval, the
developer shall pay any and all costs associated with the removal and restoration to conform
to the approved grading plans.
	 
	LD66.	 	(MA) Prior to parcel map approval, the map shall show an irrevocable offer of dedication to
the City for highway and road purposes, identified as Parcel 5 and Parcel 6 on the tentative
parcel map (Parcels 5 and 6 to be

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

29

 

	 	 	shown as lettered parcels on the final parcel map) for an eastbound on-ramp at the
Redlands Boulevard interchange and an eastbound off-ramp at the Theodore Street
interchange, respectively. The map shall reflect Parcels 5 and 6 as lettered parcels prior
to map approval. Until such time the City accepts the irrevocable offer of dedication for
the lettered parcel, the parcel shall be kept clear of permanent and temporary
improvements, features, and obstructions, including but not limited to, those resulting
from grading or water quality treatment, other than those needed to conform to the grades
and improvements shown on the approved tentative parcel map. Minimal level of landscaping
sufficient to achieve adequate erosion and sediment control consisting of native plants or
other plant material as approved by the Planning Division shall be planted and maintained
by the developer as conditioned hereon. Existing utilities shall be relocated outside of
the dedicated parcel. New utilities shall not be placed within the dedicated parcel
without prior City Engineer approval. If permanent or temporary improvements, features,
plant material, hardscape, or obstructions are placed within the dedicated parcel, the
developer shall pay any and all costs associated with the removal and restoration to
conform to the approved grading plan.
	 
	LD67.	 	(MA) Prior to parcel map approval, if the developer proposes to grade the site such that a
slope is created for future freeway on- and/or off-ramp improvements
within Parcels G, 5
and/or 6 (Parcels 5 and 6 to be shown as lettered parcels on the final parcel map), the
developer shall obtain City approval such that the slope will coordinate closely with the
future ramp improvements. It may be required that the developer grant a construction easement
to the City, ultimately to Caltrans, at no cost to the City or Caltrans, in the future to
facilitate the interchange improvements in order to make any necessary adjustments to the
slope, drainage, and related features located within and/or outside of Parcels G, 5 and/or 6.
In no event shall the exercise of this easement disrupt any existing development or damage
any site improvements.
	 
	LD68.	 	(MA) Prior to parcel map approval, the map shall show the appropriate right-of-way to be
dedicated as well as all existing and proposed easements.

	 	a.	 	The map shall show a right-of-way dedication on Eucalyptus Avenue
to secure a full width right-of-way distance of 110’ for a Divided
Arterial, City Standard 103A, modified to accommodate enhanced
12-foot wide landscape areas within the street parkway. Additional
right-of-way shall be dedicated at the intersection of Eucalyptus
Avenue and Redlands Boulevard to accommodate southbound dual
left turn lanes and a dedicated northbound right-turn lane as well as
at the intersection of Eucalyptus Avenue and Theodore Street to
accommodate dual left turn lanes.
	 
	 	b.	 	The map shall show a minimum 20-foot wide multi-use trail and
pedestrian access easement along the north side of Eucalyptus
Avenue directly behind and adjacent to the proposed right-of-way.

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

30

 

	 	c.	 	The map shall show 37-foot wide open space parcels, Parcels A
through E as shown on the tentative parcel map, along the north
side of Eucalyptus Avenue directly behind and adjacent to the
proposed right-of-way. The proposed multi-use trail and pedestrian
access easement is to be located within the 37-foot wide open space
parcels. The City will not maintain landscaping located within said
37-foot wide open space parcels.
	 
	 	d.	 	The map shall show an additional 10-foot street right-of-way
dedication on the east side of Redlands Boulevard along the map
west boundary to secure a centerline to east right-of-way distance of
70 feet for a Divided Arterial, City Standard 103A, modified to
accommodate curb-separated sidewalk as well as additional lanes
required at the Eucalyptus Avenue intersection.
	 
	 	e.	 	The map shall show an 18-foot wide bike trail and pedestrian access
easement directly behind and adjacent to the proposed Redlands
Boulevard east right-of-way.
	 
	 	f.	 	The map shall show an additional 31-foot street right-of-way
dedication on the west side of Theodore Street along the map east
boundary to secure a centerline to west right-of-way distance of 61
feet for a Minor Arterial, City Standard 105A, modified to
accommodate curb-separated sidewalk as well as additional lanes
required at the Eucalyptus Avenue intersection.
	 
	 	g.	 	The map shall show a minimum 18-foot wide bike trail and pedestrian access easement
directly behind and adjacent to the
proposed Theodore Street west right-of-way.
	 
	 	h.	 	The map shall show a varying width lettered parcel, shown as Parcel G on the tentative
parcel map, for highway and road purposes.
	 
	 	i.	 	The map shall show a 4-foot pedestrian right-of-way dedication behind the driveway approach
at any project entrance with a width up to 40 feet to be constructed per City Standard 118C.
	 
	 	j.	 	The map shall show additional right-of-way at intersections to accommodate additional
turning movements required by the Transportation Division, in conformance with the final
traffic report.
	 
	 	k.	 	The map shall demonstrate, to the satisfaction of the City Engineer, adequate right-of-way
is being dedicated at the eastbound off-ramp at Theodore Street and the eastbound on-ramp at
Redlands Boulevard to cover its ultimate alignment, consistent with the final traffic report
and Caltrans standards.
	 
	 	I.	 	The map shall show additional right-of-way at corner cutbacks per City Standard 208.

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

31

 

	LD69.	 	(MA) Prior to parcel map approval, a reciprocal access agreement between adjacent
development parcels shall be submitted to the City for review and approval processing for
concurrent recording with the final parcel map. Alternatively, the reciprocal access among
parcels can be established in the covenants, conditions, and restrictions (CCRs) if any, and
recorded concurrent with the map.
	 
	LD70.	 	(MA) Prior to parcel map approval, the Developer shall guarantee the construction of all
improvements for all phases of development by entering into a public improvement agreement and
posting security. The improvements required during each phase of development are described
under that phase heading. The developer is required to complete those improvements listed
under each phase by the occupancy of the first building of each phase, or as otherwise
determined by the City Engineer. The improvements for Phase 1 are described below and shall be
completed prior to occupancy of the building for Phase 1, or as otherwise determined by the
City Engineer.

	 	a.	 	Eucalyptus Avenue, Divided Arterial, City Standard 103A (110’ RW / 86’ CC)
modified to accommodate enhanced 12-foot wide landscape areas within the street
parkway. The full 110-foot right-of-way dedication shall occur as part of Phase 1. The
following shall be constructed with the development of Phase 1.

	 	i.	 	Street improvements to half-width, including the full-width
median, plus an additional 18 feet south of the street median curb from the
proposed interim cul-de-sac to Theodore Street. Improvements shall consist of,
but not be limited to, pavement, base, redwood header, raised landscape median,
curb, gutter, sidewalk, driveway approaches, drainage structures, any necessary
offsite improvement transition/joins to existing, streetlights, pedestrian
ramps, removal/relocation and/or undergrounding of any power poles with
overhead utility lines less than 115,000 volts, and dry and wet utilities,
including sewer and water main line construction, reclaimed water line
construction, and electrical utility lines.
	 
	 	ii.	 	A minimum 24-foot wide emergency access, paved to City Standard
108E, or better, from Redlands Boulevard to just west of the west property line
of Parcel 2 of PM 35629. The emergency access road shall be constructed on the
north side of Eucalyptus Avenue with a cross fall to one side at 2%.
	 
	 	iii.	 	An interim cul-de-sac, if needed, to allow for truck turn-around
movements located just west of the west property line of Parcel 2 of PM 35629.
Full 86-foot curb-to-curb paved

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

32

 

	 	 	 	width in lieu of a cul-de-sac may suffice, as approved by the City
Engineer.
	 
	 	iv.	 	Intersection improvements at Eucalyptus Avenue and Theodore Street
to allow for truck turning movements required in the Traffic Study for Phase 1 of
the project.
	 
	 	v.	 	Relocation of an existing water line that runs along the north
map boundary adjacent to the SR-60 existing right-of-way to within Eucalyptus
Avenue.
	 
	 	vi.	 	A 6-foot wide curb-separated sidewalk to be located directly behind
the 12-foot wide parkway landscape area adjacent to and outside of the street
right-of-way.
	 
	 	vii.	 	A 4-foot wide landscape area adjacent to and behind the
curb-separated sidewalk.
	 
	 	viii.	 	A 10-foot wide multi-use trail adjacent to and behind the 4-foot
wide landscape area mentioned above.
	 
	 	ix.	 	A 17-foot wide landscape area adjacent to and behind the 10-foot
trail. All improvements and landscaping beyond the street right-of-way
shall be located within a 37-foot wide open space area designated as lettered
Parcels A through E, as shown on the tentative parcel map, along the north side
of Eucalyptus Avenue. The 6-foot wide sidewalk, the 10-foot trail, and the 4-foot
landscape area between the sidewalk and trail, shall be within a proposed minimum
20-foot wide multi-use trail and pedestrian access easement. The easement may be
dedicated over the entire open space parcel width (37 feet) of Parcels A through
E, as approved by the City Engineer. The City will not maintain landscaping
located within said 37-foot wide open space parcels.

	 	b.	 	Theodore Street, Minor Arterial, City Standard 105A (131’ RW /107’ CC Modified)
to accommodate additional lanes required for vehicular turning movements per the
project’s approved Traffic Study. An additional 31-foot right-of-way dedication on the
west side of the street, along the map’s east property line, shall be shown on the
parcel map. Phase 1 limits of improvements consist of the following improvements:

	 	i.	 	Intersection improvements at Eucalyptus Avenue to allow for truck
turning movements required in the project’s approved Traffic Study for Phase 1 of
the project.
	 
	 	ii.	 	30-foot wide paved access which meets current City standards or as
otherwise approved by the City Engineer, from Eucalyptus Avenue to the SR-60
overpass.

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

33

 

	 	 	 	Improvements shall consist of, but not be limited to, pavement, base, asphalt
concrete berm, any necessary offsite improvement transition/joins to existing.

	 	c.	 	Additional pavement for Theodore Street interchange on-and off- ramps as may be
required to accommodate truck traffic turning movements in accordance with the Final
Traffic Report and Transportation Division approval.
	 
	 	d.	 	Project entrances up to 40-foot wide shall be constructed per City Standard No.
118C. The parcel map shall show an additional 4-foot right-of-way dedication behind
driveway approaches. No decorative pavers shall be placed within the public
right-of-way. Any entrance greater than 40 feet in width shall be designed as a street
intersection.
	 
	 	e.	 	Restoration of pavement per City trench standards resulting from bringing water
line and sewer service lines to the project.
	 
	 	f.	 	Pavement core samples of existing pavement on Theodore Street may be taken and
findings submitted to the City for review and consideration of using an existing
structural section of a lesser thickness of pavement improvements. The City will
determine the adequacy of the existing pavement structural section. If the existing
pavement section is found to be adequate, then a lesser thickness than that specified
above for street pavement improvements may be allowed, as approved by the City
Engineer. If the existing pavement section is found to be inadequate, the Developer
shall construct the streets to the limits as listed above.

	LD71. 	 	(BP) The developer shall coordinate with Land Development staff to facilitate partial pad
certification in conjunction with construction sequencing as approved by the City Engineer.
	 
	LD72.	 	(BP) Prior to issuance of a building permit, final line and grade certification shall be
provided by the licensed engineer of record stating the building pad is in substantial
conformance with the approved grading plan. For Parcel 1, the developer shall coordinate with
Land Development staff to facilitate partial pad certification in conjunction with
construction sequencing as approved by the City Engineer. The relocation and/or abandonment of
existing utilities and quitclaim of existing easements shall be coordinated with the
sequencing of the Parcel 1 development such that these do not interfere or encumber the
particular building area being developed at any given time.
	 
	LD73.	 	(BP) Prior to building permit issuance this project shall cause the quitclaim of all
existing easements, especially those easements underneath proposed building footprints shall
be quitclaimed. This shall include, but not be limited to, the water line easement and power
line easement. All utilities shall be relocated, as necessary, prior to

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

34

 

	 	 	quitclaiming the easements. All new easements shall be granted prior to utility
relocations and quitclaims of existing easements.
	 
	LD74.	 	(BP) Prior to building permit issuance, the developer shall remove, or cause the removal,
of any sign or other structure, as applicable, on the project site, including that portion
within Parcels G, 5 and 6, as shown on the tentative parcel map (Parcels 5 and 6 to be
dedicated as lettered parcels on the final parcel map), to be dedicated to the City for the
future freeway expansion, unless other arrangements are made with and approved by the City
Engineer. The developer shall record easements for, provide access to, etc. any sign or
structure that might remain, as approved by the City Engineer.
	 
	LD75.	 	(BP) Prior to building permit issuance, the developer shall submit to the City a recorded
agreement pertaining to the maintenance of and access to the temporary spreading basin to be
constructed on the land south and adjacent to this project map, identified as APN#
488-350-002.
	 
	LD76.	 	(BP) Prior to building permit issuance of the proposed building in Phase 1, the developer
shall submit to the City for review and approval all required off-site (outside of the map
boundary) easements, including but not limited to, a roadway slope easement along the south
side of Eucalyptus Avenue, drainage easements at low points along the south side of Eucalyptus
Avenue where rip rap and other drainage improvements are proposed, a drainage easement for the
culvert headwall, rip rap and grading on the south side of Eucalyptus Avenue, just west of
Theodore Street, an easement for any work outside of the Sinclair Street right-of-way north of
SR-60 for work associated with the construction of the water line. These easements shall
record prior to occupancy, after the City has reviewed and approved them prior to building
permit issuance.
	 
	LD77.	 	(CO) Prior to occupancy for the proposed building in Phase 1, the developer shall obtain an
encroachment permit from Caltrans and complete the following jack and bore operation for the
installation of a proposed water line underneath SR-60 to be located within Sinclair Street
right-of-way north of the freeway. The developer shall apply Caltrans crossing requirements to
the portion of the water line that will lie within Parcel G of the tentative parcel map.
	 
	LD78. 	 	(CO) Prior to occupancy of the proposed building in Phase 1, the parcel map shall record
along with all the offers of dedication for right-of-way and easements made on the map.
	 
	LD79.	 	(CO) Prior to occupancy of the proposed building in Phase 1, all overhead utility lines
less than 115,000 volts fronting or within the entire map boundary shall be placed
underground per Section 9.14.030C of the City Municipal Code except those along the west side
of Theodore Street, the terminus of the facility over SR-60 at Sinclair Street, and the
interim

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

35

 

	 	 	service from Redlands Boulevard and Dracaea Avenue northerly to the project site.
	 
	LD80. 	 	(CO) Prior to occupancy of the proposed building in Phase 1, existing utilities shall be
relocated outside of Parcels G, 5, and 6, as identified on the tentative parcel map (Parcels
5 and 6 to be dedicated as lettered lots on the final parcel map), being offered for
dedication for highway and road purposes.
	 
	LD81.	 	(CO) Prior to occupancy of the proposed building in Phase 1, the developer shall bring
overhead electrical service to the building from the nearest source identified by the
developer to be located on the west side of Redlands Boulevard near Dracaea Avenue. This will
require the developer to bore under Redlands Boulevard to the east side of Redlands
Boulevard.
	 
	LD82.	 	(CO) Prior to occupancy of any buildings, a cooperative (tri-party) agreement among the
developer, the City and RCFC&WCD regarding the operation and maintenance of said facilities
shall be executed.
	 
	LD83. 	 	(RGPA) In accordance with the City of Moreno Valley standards, the Double Ring
Infiltrometer field testing method per ASTM D3385 shall be utilized to perform in-situ
percolation testing in the location of proposed infiltration area treatment control Best
Management Practice (BMP) and the results included as an amendment to the Final WQMP prior to
issuance of the first occupancy. (Advisory)
	 
	LD84.	 	(RGPA) The Applicant shall prepare and submit for approval a Project Specific Final Water
Quality Management Plan (F-WQMP) for PA07-0090 - Highlands - Parcel 1 of TPM 35629 Logistics
Building. The F-WQMP shall be consistent with the approved P-WQMP and in full conformance with
the document; “Riverside County Water Quality Management Plan for Urban Runoff” dated July 24,
2006. The F-WQMP shall be submitted and approved prior to rough grading plan approval. At a
minimum, the F-WQMP shall include the following: Site Design BMPs; Source Control BMPs;
Treatment Control BMPs; Operation and Maintenance requirements for BMPs; and sources of
funding for BMP implementation. (Advisory)
	 
	LD85.	 	(RGPA) The Applicant shall select and implement treatment control BMPs that are medium to
highly effective for treating Pollutants of Concern (POC) for the project. POC include
project pollutants associated with a 303(d) listing or a Total Maximum Daily Load (TMDL) for
receiving waters. Project pollutants of concern include: sediment/turbidity, nutrients,
organic compounds, oxygen demanding substances, and pathogens. Exhibit C of the document,
“Riverside County Water Quality Management Plan for Urban Runoff” dated July 24, 2006 shall
be consulted for determining the effectiveness of proposed treatment BMPs. (Advisory)

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

36

 

	LD86.	 	(RGPA) Overall, the proposed treatment control concept is accepted as the conceptual
treatment control BMP for the proposed site. The Applicant has proposed to incorporate the
use of combined detention and infiltration basins with underdrain systems. Final design
details of these detention and infiltration systems must be provided in the first
submittal of the F-WQMP. The size of the treatment control BMP is to be determined using
the procedures set forth in Exhibit C of the Riverside County Guidance Document. The
Applicant acknowledges that more area than currently shown on the plans may be required to
treat site runoff as required by the WQMP Guidance Document. (Advisory)
	 
	LD87. 	 	(RGPA) The Applicant shall substantiate the applicable Hydrologic Condition of Concern
(HCOC) (WQMP Section IV) in the F-WQMP. The HCOC designates that the project will comply
with Condition C; therefore, the condition must be addressed in the F-WQMP.
	 
	LD88.	 	(GP) The Applicant shall, prior to building or grading permit closeout or the issuance of
a certificate of occupancy, demonstrate:

	 	a.	 	That all structural BMPs have been constructed and installed in conformance
with the approved plans and specifications;
	 
	 	b.	 	That all structural BMPs described in the F-WQMP have been implemented in
accordance with approved plans and specifications;
	 
	 	c.	 	That the Applicant is prepared to implement all non-structural BMPs included in
the F-WQMP, conditions of approval, and building/grading permit conditions; and
	 
	 	d.	 	That an adequate number of copies of the approved F-WQMP are available for the
future owners/occupants of the project.

	 	 	(Advisory)

Phase 2 — Development Associated with Parcels 2 and 4 of PM 35629

In the future, when
planning applications for development of Parcels 2 and 4 are submitted to the City, additional
conditions of approval for on-site development of those parcels will be added to these special
conditions of approval associated with off-site and perimeter infrastructure improvements that
apply to the development of Parcels 2 and 4.

	LD89.	 	(PPA) Prior to approval of a plot plan for any project on Parcel 4 of PM 35629, proposed
pad and site elevations shall be coordinated with the most current design available for the
Theodore Street interchange improvement plans. The plot plan shall show the proposed
relocation corridor within the future right-of-way of Theodore Street for the overhead
electrical power poles along Theodore Street for overhead utility lines larger than 115,000
volts.
	 
	LD90.	 	(CO) Theodore Street improvements shall be coordinated with the City’s Capital Project
Theodore/SR60 Interchange Project. Interim improvements shall be at the discretion of the City Engineer and shall be constructed prior
to the occupancy of any building in Phase 2. The

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

37

 

	 	 	project design shall accommodate the future ultimate improvements on Theodore Street which
include half-width plus an additional 30 feet east of the centerline, along Parcel 4 of PM
35629 east frontage. Future ultimate improvements shall consist of, but not be limited to,
pavement, base, curb, gutter, sidewalk, driveway approaches, drainage structures, any
necessary offsite improvement transition/joins to existing, streetlights, pedestrian ramps,
dry and wet utilities. In addition, the following improvements shall be provided within the
20-foot wide open space Parcel F shown on the tentative parcel map: a 2-foot wide portion of
sidewalk located outside of the proposed sidewalk, a 4-foot wide landscaped area behind
sidewalk, a 10-foot wide bike trail behind the 4-foot wide landscaped area, and a 2-foot
wide flat landscape area. Ultimate improvements shall be coordinated with the City’s Capital
Project Theodore Street/SR-60 Interchange Project and/or interim improvements shall be at
the discretion of the City Engineer.
	 
	LD91.	 	(CO) Prior to occupancy of any building in Phase 2, ultimate street improvements shall be
constructed on Eucalyptus Avenue along project frontage, connecting to those improvements
constructed in Phase 1. Improvements shall consist of, but not be limited to, pavement, base,
raised landscape median, trail, curb, gutter, sidewalk, driveway approaches, drainage
structures, any necessary offsite improvement transition/joins to existing, streetlights,
pedestrian ramps, dry and wet utilities. In addition, the following improvements shall be
constructed within a minimum 20-foot wide multi-use trail and pedestrian access easement: a
6-foot wide sidewalk directly behind the proposed right-of-way, followed by a 4-foot wide
landscaped area behind sidewalk, and then a 10-foot wide multi-use trail.

Phase 3 — Development Associated with Parcel 3 of PM 35629 

In the future, when a planning
application for development of Parcel 3 is submitted to the City, additional conditions of approval
for on-site development of that parcel will be added to these special conditions of approval
associated with off-site and perimeter infrastructure improvements that apply to the development of
Parcel 3.

	LD92.	 	(PPA) Prior to approval of a plot plan for any project on Parcel 3 of PM 35629, proposed pad
and site elevations shall be coordinated with the most current available Redlands Boulevard
interchange improvement plans.
	 
	LD93. 	 	(CO) Redlands Boulevard improvements shall be coordinated with the City’s Capital Project
Redlands Boulevard/SR60 Interchange Project. Interim improvements shall be at the discretion
of the City Engineer and shall be constructed prior to the occupancy of any building in Phase
3. The project design shall accommodate the future ultimate improvements on Redlands
Boulevard Divided Arterial, City Standard 103A (131’ RW / 107’ CC Modified) to half-width
plus an additional 21 feet west of the centerline, along the entire project’s east frontage.
Future ultimate

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

38

 

	 	 	improvements shall consist of, but not be limited to, pavement, base, redwood header, curb,
gutter, sidewalk, driveway approaches, drainage structures, any necessary offsite improvement
transition/joins to existing, streetlights, pedestrian ramps, removal/relocation and/or
undergrounding of any power poles with overhead utility lines less than 115,000 volts, and dry and
wet utilities. In addition, the following improvements shall be provided within an 18-foot wide
bike trail and pedestrian access easement: a 2-foot wide portion of sidewalk located outside of the
proposed sidewalk, a 4-foot wide landscaped area behind sidewalk, a 10-foot wide bike trail behind
the 4-foot wide landscaped area, and a 2-foot wide flat landscape area. In addition, intersection
improvements at Eucalyptus Avenue shall be made to allow for truck turning movements required in
the project’s approved Traffic Study for Phase 1 of the project. Additional improvements will be
identified within the supplemental traffic study required for Phases 2 and 3 planning application
development plans. Ultimate improvements shall be coordinated with the City’s Capital Project
Theodore Street/SR-60 Interchange Project and/or interim improvements shall be at the discretion of
the City Engineer.

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

39

 

CITY OF MORENO VALLEY

CONDITIONS OF APPROVAL

Case No: PA07-0090 (TPM 35629)

APNs: 488-350-001, 488-350-002, and 488-360-001 through 488-360-012

12.12.08 Revised

PUBLIC WORKS DEPARTMENT

Special Districts Division

Note: All Special Conditions, Modified Conditions, or Clarification of Conditions are in bold
lettering. All other conditions are standard to all or most development projects.

Acknowledgement of Conditions

The
following items are Special Districts’ Conditions of Approval
for project PA07-0090; this
project shall be completed at no cost to any Government Agency. All questions regarding Special
Districts’ Conditions including but not limited to, intent, requests for change/modification,
variance and/or request for extension of time shall be sought from the Special Districts Division
of the Public Works Department 951.413.3480. The applicant is fully responsible for communicating
with each designated Special Districts staff member regarding their conditions.

General Conditions

	 	SD-1 	 	The parcel(s) associated with this project have been incorporated into the Moreno
Valley Community Services Districts Zones A (Parks & Community Services) and C (Arterial
Street Lighting). All assessable parcels therein shall be subject to annual Zone A and
Zone C charges for operations and capital improvements.
	 
	 	SD-2 	 	Plans for parkway, median, slope, and/or open space landscape areas designated on the tentative map or in these Conditions of Approval for incorporation into Moreno Valley
Community Services District Zone M, shall be prepared and submitted in accordance with the
City of Moreno Valley Public Works Department Landscape Design Guidelines. Contact the
Special Districts Division of the Public Works Department to obtain copies of this
document.
	 
	 	SD-3 	 	The Developer, or the Developer’s successors or assignees shall be responsible for all
parkway and/ or median landscaping maintenance until such time as the District accepts
maintenance duties.

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

40

 

Special Districts Division

Conditions of Approval

Case No: PA07-0090 (TPM 35629)

APNs: 488-350-001, 488-350-002, and 488-360-001 through 488-360-012

Page 41 of 4

	 	SD-4 	 	Any damage to existing landscape easement areas due to project construction shall be
repaired/replaced by the Developer, or Developer’s successors in interest, at no cost to
the Moreno Valley Community Services District.

Prior to Recordation of Final Map

	 	SD-5	 	(R) This project has been identified to be included in the formation of a Community
Facilities District (Mello-Roos) for Public Safety services, including but not limited to
Police, Fire Protection, Paramedic Services, Park Rangers, and Animal Control services.
The property owner(s) shall not protest the formation; however, they retain the right to
object to the rate and method of maximum special tax. In compliance with Proposition 218,
the Developer shall agree to approve the mail ballot proceeding (special election) for
either formation of the CFD or annexation into an existing district that may already be
established. The Developer must notify Special Districts of intent to record final map
prior to City Council action authorizing recordation of the map. (California Government
Code) This condition would no longer apply if the final map is recorded prior to the
formation of the Public Safety Community Facilities District.
	 
	 	SD-6 	 	(R) This project is conditioned to provide a funding source for the capital
improvements and/or maintenance for the Eucalyptus Ave. median landscape. In order for the
Developer to meet the financial responsibility to maintain the defined service, one of the
following options shall be selected:

	 	a.	 	Participate in the mail ballot proceeding in compliance with
Proposition 218, for Moreno Valley Community Services District Zone M
(Commercial, Industrial and Multifamily Improved Median Maintenance), and pay
all associated costs with the ballot process; or
	 
	 	b.	 	Establish an endowment to cover the future maintenance costs
of the landscaped area.

	 	 	 	The Developer must notify Special Districts of intent to record final map prior to City
Council action authorizing recordation of the map and the financial option selected to
fund the continued maintenance.
	 
	 	SD-7 	 	Commercial (R) Land Development, a Division of the Public Works Department, requires
this project to supply a funding source necessary to provide, but not limited to,
stormwater utilities services for the monitoring

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

41

 

Special Districts Division

Conditions of Approval

Case No: PA07-0090 (TPM 35629)

APNs: 488-350-001, 488-350-002, and 488-360-001 through 488-360-012

Page 42 of 4

	 	 	 	of on site facilities and performing annual inspections of the affected areas to
ensure compliance with state mandated stormwater regulations, the Developer must notify
Special Districts of intent to record final map prior to City Council action
authorizing recordation of the map and the financial option selected to fund the
continued maintenance. (California Government Code)
	 
	 	SD-8	 	(R) Prior to recordation of the final map, the Developer, or the Developer’s successors
or assignees, shall record with the County Recorder’s Office a Declaration of Covenant and
Acknowledgement of Assessments for each assessable parcel therein, whereby the Developer
covenants and acknowledges the existence of the Moreno Valley Community Services District,
its established benefit zones, and that said parcel(s) is (are) liable for payment of
annual benefit zone charges and the appropriate National Pollutant Discharge Elimination
System (NPDES) maximum regulatory rate schedule when due. A copy of the recorded
Declaration of Covenant and Acknowledgement of Assessments shall be submitted to the
Special Districts Division.
	 
	 		 	** For a copy of the Declaration of Covenant and Acknowledgement of the Assessments
form, please contact Special Districts, phone 951.413.3480.

Prior to Building Permit Issuance

	 	SD-9	 	(BP) This project has been identified to be included in the formation of a Map Act Area
of Benefit Special District for the construction of major thoroughfares and/or freeway
improvements. The property owner(s) shall participate in such District, and pay any special
tax, assessment, or fee levied upon the project property for such District. At the time of
the public hearing to consider formation of the district, the property owner(s) will not
protest the formation, but the property owners(s) will retain the right to object if any
eventual assessment is not equitable, that is, if the financial burden of the assessment is
not reasonably proportionate to the benefit which the affected property obtains from the
improvements which are to be installed. (Street & Highway Code, GP Objective 2.14.2, MC
9.14.100) Once the Transportation Uniform Mitigation Fee (TUMF) is paid, the requirement to
annex into the Special District would no longer be applicable.
	 
	 	SD-10 	 	(BP) Final median, parkway, slope, and/or open space landscape/irrigation plans for
those areas designated on the tentative map or in these Conditions of Approval for
inclusion into Community Services District shall be reviewed and approved by the Community
Development

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

42

 

Special Districts Division

Conditions of Approval

Case No: PA07-0090 (TPM 35629)

APNs: 488-350-001, 488-350-002, and 488-360-001 through 488-360-012

Page 43 of 4

Department — Planning Division, and the Public Works Department — Special
Districts and Transportation Divisions prior to the issuance of the first Building
Permit.

Prior to Certificate of Occupancy

	 	SD-11	 	 (CO) Prior to issuance of a Certificate of Occupancy or building final, the
Developer shall submit a letter to Special Districts from the Utility service responsible
for providing final electrical energy connections and energization of the streetlights
for the development project. The letter must identify, by pole number, each streetlight
in the development and state the corresponding date of its electrical energization.

	 	SD-12	 	 (CO) All median landscaping specified in the tentative map or in these Conditions
of Approval shall be constructed pursuant to the project phasing plan dated December 10,
2008.

	 	SD-13	 	(CO) Prior to issuance of a Certificate of Occupancy or building final, the
Developer shall submit, in a form acceptable to Special Districts, the current list of
all Assessor’s Parcel Numbers assigned to the recorded map. Please forward to:

City of Moreno Valley

Special Districts 
14325
Frederick Street— Suite 9

P. O. Box 88005
 Moreno
Valley, CA 92552-0805

	 	SD-14	 	 (CO) Prior to the issuance of the first Certificate of Occupancy or building final
for this project, the Developer shall pay Advanced Energy fees for all applicable Zone B
(Residential Street Lighting) and/or Zone C (Arterial Street Lighting and Intersection
Lighting) streetlights required for this development. The Developer shall provide a
receipt to the Special Districts Division showing that the Advanced Energy fees have been
paid in full for the number of streetlights to be accepted into the CSD Zone B and/or Zone
C program. Payment shall be made to the City of Moreno Valley, as collected by the Land
Development Division, based upon the Advanced Energy fee rate at the time of payment and
as set forth in the current Listing of City Fees, Charges and Rates, as adopted by City
Council. Any change in the project which may increase the number of streetlights to be
installed will require payment of additional Advanced Energy fees at the then current fee.

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

43

 

CITY OF MORENO VALLEY

CONDITIONS OF APPROVAL

PA07-0090

Tentative Parcel Map for four parcels located on the north side of future Eucalyptus

Avenue, east of Redlands Boulevard.

Note: All Special conditions are in bold lettering. All other conditions are standard to all or
most development projects.

Transportation Engineering Division — Conditions of Approval

Based on the information contained in our standard review process we recommend the following
conditions of approval be placed on this project:

GENERAL CONDITIONS

	TE1.	 	Install Citywide Communication System (Traffic Signal Interconnect) per City Standards along Eucalyptus Avenue and Theodore Street.

	TE2.	 	 A Class I Bikeway is planned for the east side of Redlands Boulevard that shall require
additional right-of-way and/or easements.

	TE3.	 	 The project applicant shall submit supplemental traffic studies at the time of entitlement
of Phase 2 (Parcels 2 and 3) and again at Phase 3 (Parcel 4). The supplemental traffic
studies shall address improvements necessary for the two phases that could include but not be
limited to traffic signals, additional turn lanes, traffic signal synchronization/timing,
interchange improvements, fair share contributions, median construction, and traffic control
at project driveways. Conditions of approval for Phase 2 and Phase 3 plot plans shall be
based upon the findings of the supplemental traffic studies, and conditioned improvements
shall be required prior to issuance of a certificate of occupancy for the respective phases.

PRIOR TO GRADING PERMIT

	TE4.	 	 (GP) Prior to issuance of a grading permit for Phase 1, the project applicant shall
submit conceptual striping plans for street improvements along Eucalyptus Avenue as well as
Theodore Street.

PRIOR TO IMPROVEMENT PLAN APPROVAL OR CONSTRUCTION PERMIT

	TE5.	 	 The driveways less than 40 feet in width shall conform to Section 9.16.250, and Table
9.16.250A of the City’s Development Code — Design Guidelines, and City

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

44

 

Standard Plan No. 118C. Driveways wider than 40’ shall be designed as
intersections with pedestrian access ramps per City standards (Advisory).

	TE6.	 	 Prior to the final approval of the street improvement plans, a signing and striping plan
shall be prepared per City of Moreno Valley Standard Plans — Section 4 for all streets with
a cross section of 66’/44’ and wider (Advisory).

	TE7.	 	 Prior to final approval of the street improvement plans, the developer shall submit to the
City a contract between the developer and a street sweeping company for sweeping the streets
during the warranty period, for the day shown on the posted street sweeping signage. The
contract shall include a contact person and phone number for said contact person (Advisory).

	TE8.	 	 Prior to issuance of a construction permit, construction traffic control plans prepared by
a qualified, Registered Civil or Traffic engineer shall be required (Advisory).

	TE9.	 	 Sight distance at driveways and on streets shall conform to City Standard Plan No. 125 A,
B, and C at the time of preparation of final grading, landscape, and street improvements
(Advisory).

	TE10.	 	Prior to final approval of the street improvement plans, interim and ultimate alignment
studies shall be approved by the City Traffic Engineer.

	TE11.	 	Prior to the final approval of the street improvement plans for Phase 1, the project
applicant shall design the intersection of Theodore Street and Eucalyptus Avenue to provide
the following geometrics:
	 
	 	 	Northbound: One left turn lane, one through lane 

Southbound: One through lane, one right turn lane 

Eastbound: One left turn lane, one right turn lane 
Westbound: N/A
	 
	 	 	NOTE: All curb return radii shall be 50 feet.

	TE12.	 	 Prior to the final approval of the street improvement plans for Phase 1, the project
applicant shall design the intersection of Theodore Street and SR-60 Eastbound Ramp to
provide the following geometrics:
	 
	 	 	Northbound: One left turn lane, one through lane
 Southbound: One
shared through/right turn lane
 Eastbound: One left turn lane,
one right turn lane 
Westbound: N/A
	 
	 	 	NOTE: All curb return radii shall be 50 feet.

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

45

 

	TE13.	 	 Prior to final approval of the street improvement plans for Phase 1, the
project applicant shall design the intersection of Theodore Street and SR-60 Westbound
Ramp to provide the following geometrics:
	 
	 	 	Northbound: One through lane, pavement widening to accommodate turning trucks

Southbound: One shared left turn/through lane

Eastbound: N/A

Westbound: One shared left turn/right turn lane

	TE14.	 	 Prior to final approval of the street improvement plans for Phase 3, the project applicant
shall design the intersection of Redlands Boulevard and Eucalyptus Avenue for its ultimate
cross-section to include the following:
	 
	 	 	Northbound: Two left turn lanes, two through lanes, one right turn lane 

Southbound: Two left turn lanes, two through lanes, one right turn lane 

Eastbound: Two left turn lanes, two through lanes, one right turn lane 

Westbound: Two left turn lanes, two through lanes, one right turn lane

	 
	 	 	NOTE: All curb return radii shall be 50 feet.

	TE15.	 	 Prior to final approval of the street improvement plans, the project applicant shall design
bus bays per City Standard Plan No. 121 at the following locations:

	 	•	 	Northbound Redlands Boulevard, north of Eucalyptus Avenue (Phase 3)
	 
	 	•	 	Eastbound Eucalyptus Avenue, east of Redlands Boulevard (Phase 3)
	 
	 	•	 	Westbound Eucalyptus Avenue, west of Theodore Street (Phase 2)
	 
	 	•	 	Westbound Eucalyptus Avenue, west of project driveway aligned with Sinclair Street (Phase 2)

	PRIOR TO CERTIFICATE OF OCCUPANCY OR BUILDING FINAL

	TE16.	 	 (CO) Prior to issuance of a certificate of occupancy, all approved signing and striping
shall be installed per current City Standards and the approved plans (Advisory).

	TE17.	 	 (CO) Prior to issuance of a certificate of occupancy for Phase 1, the project applicant
shall construct the intersection/roadway improvements identified in TE11, TE12, and TE13 per
the approved plans.

	TE18.	 	 (CO) Prior to issuance of a certificate of occupancy for Phase 3, the project applicant
shall construct the east leg of the Redlands Boulevard/Eucalyptus

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

46

 

Avenue intersection per TE14. Necessary improvements to the other legs of the
intersection shall be identified in the supplemental traffic study per TE3.

	TE19.	 	 (CO) Prior to the issuance of a certificate of occupancy for the project, driveway access
at the following locations will be installed as follows:

	 	•	 	The easternmost driveway: full access.
	 
	 	•	 	The second driveway from the east: right-in, right-out access by means of a raised median.
	 
	 	•	 	The third driveway from the east (employee parking lot): full access.
	 
	 	•	 	The second driveway from the west: right-in, right-out by means of a raised median.
	 
	 	•	 	The westernmost driveway: full access.
	 
	 	•	 	Additional driveways for Phases 2 and 3 shall be reviewed at the time
of their entitlement, and conditions of approval shall be prepared as
necessary regarding access.

NOTE: All truck driveways shall have curb return radii of 50 feet.

PRIOR TO ACCEPTANCE OF STREETS INTO THE CITY-MAINTAINED ROAD SYSTEM

	TE20.	 	 Prior to the acceptance of streets into the City-maintained road system, all approved
traffic control and signing and striping shall be installed per current City Standards and
the approved plans (Advisory).

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

47

 

CITY OF MORENO VALLEY

CONDITIONS OF APPROVAL FOR

Case No. PA07-0091 Plot Plan

PARKS AND COMMUNITY SERVICES DEPARTMENT

Note: All Special Conditions, Modified Conditions, or Clarification of Conditions are in
bold lettering. All other conditions are standard to all or most development projects.

Acknowledgement of Conditions

The following items are Parks and Community Services Department Conditions of Approval for
project PA07-0091 Plot Plan this project shall be completed at no cost to any Government Agency.
All questions regarding Parks and Community Services Department Conditions including but not
limited to, intent, requests for change/modification, variance and/or request for extension of
time shall be sought from the Parks and Community Services Department 951.413.3280. The applicant
is fully responsible for communicating with the Parks and Community Services Department project
manager regarding the conditions.

A multi-use trail and Class-I bikeway shall be designated for TPM 35629.

As approved on TPM 35629, a multi-use trail within an approximate 10’ —11’ wide easement to
the Community Services district (CSD) shall be located along the west side of Theodore Street. The
construction of the multi-use trail on Theodore Street along the frontage of the property shall be
completed with the future widening of said Street. The developer shall make financial arrangements
with the City to fund the multi-use trail construction prior to the issuance of any Certificate of
Occupancy on Parcel 1. Should the multi-use trail be subsequently eliminated from the City’s
General Plan, the developer shall have no further obligation to construct the multi-use trail and
the security issued will be returned to the developer.

As approved on TPM 35629, a multi-use trail within an approximate 10’ —11’ wide easement to the
CSD shall be located along the north side of Eucalyptus Street (currently Fir Avenue), within the
development. Development of multi-use trail segments shall occur when Eucalyptus Street is
constructed connecting Redlands Boulevard and Theodore Street or at the discretion of the Parks
and Community Services Director, an in-lieu fee or acceptable financial arrangement will be
provided to the City in an amount equal to the cost of constructing the improvements. Should the
multi-use trail be subsequently eliminated from the City’s General Plan, the developer shall have
no further obligation to construct the multi-use trail and the security issued or fee imposed will
be returned to the developer. The Final Map and Grading Plans shall show each segment as well as
the overall multi-use trail plan. The developer shall make financial arrangements with the City to
fund the multi-use trail construction for the segment along the frontage of Parcel 1 prior to the
issuance of any Certificate of Occupancy on Parcel 1. Each multi-use trail segment will follow the
same requirement for the remaining parcels.

As approved on TPM 35629, a Class-I bikeway shall be provided on the east side of Redlands
Boulevard. The bikeway shall be constructed with the future reconstruction of the Redlands
Boulevard/State Route 60 Interchange. Prior to recordation of the Final Map, the developer shall
make financial arrangements with the City to fund the bikeway construction.

Per endorsement of the Trails Board on July 23, 2008, the trail was eliminated from Sinclair
Street (north of Eucalyptus Ave. to S.R. 60), and the trail along Eucalyptus Ave. (previously Fir
Ave.) was relocated to the north side of the street. With the elimination of the Sinclair Street
trail, additional trail was located along the north side of Eucalyptus Ave., between Sinclair
Street and Theodore Street. Therefore, the trail on the north side of Eucalyptus Ave. shall now be

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

48

 

			
	 	 	 
	Parks and Community Services Department

CONDITIONS OF APPROVAL 

Case
No. PA07-0091 Plot Plan
	 	December 29, 2008

located from Redlands Blvd. to Theodore Street. A General Plan Amendment (GPA) and
modification of the Master Plan of Trails will be required to show modified trail alignments.
The Eucalyptus Ave trail shall be dedicated as an easement to the CSD from the industrial
project. The Eucalyptus Ave. trail easement segment shall be approximately 11’ in width. The
planter behind the trail may exceed 3’ in width.

PA07-0091

Parks and Community Services Department

Standard Trail Conditions:

	a.	 	Trail and bikeway construction shall adhere to: The
City’s Standard Plans, ‘The
Greenbook Standard Specifications for Public Works Construction’, ‘California Code of Regulations
Title 24’ (where applicable), and the Park and Community Services Specification Guide. (Advisory Condition)
	 
	b.	 	The General Contractor shall be a State of California Class ‘A’ General Engineering
Contractor, per the Business and Professions Code Section 7056, or a combination of State
of California Class ‘C’ licenses for which the work is being performed. Licenses must be
current and in good standing, for the duration of the project. (Advisory Condition)
	 
	c.	 	Trails and bikeways shall not be shared with any above ground utilities, blocking total
width access. (Advisory)
	 
	d.	 	The following plans require Parks and Community Services written approval: Tentative
tract/parcel maps; rough grading plans (including all Delta changes); Final Map; precise
grading plans; street improvement plans; traffic signal plans; fence and wall plans;
landscape plans for areas adjacent to trails; trail improvement plans. (Advisory)
	 
	e.	 	(GP) A detailed rough grading plan with profile for the trail shall be submitted and
approved by the Parks and Community Services Director or his/her designee prior to the issuance of
grading permits. (Advisory)
	 
	f.	 	Grading certification and compaction tests for trails and bikeways are required, prior
to any trail or bikeway improvements being installed. (Advisory)
	 
	g.	 	A minimum two-foot graded bench is required where trails adjoin landscaped or open space
areas. (Advisory)
	 
	h.	 	(BP) Prior to the issuance of the first Building Permit, final improvement plans
(mylars and AutoCAD & PDF file on a CD-ROM) shall be reviewed and approved by the
Community Development Department — Planning Division; the Public Works Department — Land
Development and Transportation Division; Fire Prevention; and Parks and Community
Services Department. Landscaped areas adjacent to the trail or bikeway shall be designed
to prevent water on the trail or bikeway. (Advisory)
	 
	i.	 	Two sets of complete trail and bikeway improvement plans shall be submitted to Parks
and Community Services for routing. Adjacent landscaping and walls shall be shown on the
plans. Final construction plans and details require wet stamped and signed Mylars, eight
sets of bond copies and one Mylar copy from the City signed mylars, the AutoCAD file on
CD, and a PDF file on CD. As-builts for the trails and bikeways have the same
requirements as final plan submittals. (Advisory)
	 
	j.	 	All street crossings shall be signed with approved ‘STOP’ signs, trail signs, and posts.
All improved equestrian trail crossings at signalized intersections that are constructed
at their ultimate locations shall have 6’ high mounted push buttons. These shall be
coordinated through the Transportation Division. (Advisory)
	 
	k.	 	CSD Zone ‘A’ plan check fees shall be paid prior to the second plan check.
(Advisory)
	 
	i.	 	CSD Zone ‘A’ inspection fees shall be paid prior to signing of Mylars. (Advisory)

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

49

 

			
	 	 	 
	Parks and Community Services Department

CONDITIONS OF APPROVAL 

Case No. PA07-0091 Plot Plan
	 	December 29, 2008

	m.	 	The trail and bikeway shall be surveyed and staked by the developer. The trail shall be
inspected and approved by the Parks and Community Services Director or his/her designee
prior to the commencement of related work. (Advisory)

	n.	 	Any damage to bikeways, trails, or fencing during construction shall be repaired by the
developer and inspected by the Parks and Community Services Director or his/her designee;
prior to Certificate of Occupancy. (Advisory)

	o.	 	Concrete access areas to trails with decomposed granite surfaces shall be rough finished
concrete (typically tine finish). The access shall extend to the main trail flat surface.
(Advisory)

	p.	 	In order to prevent the delay of building permit issuance, any deviation from trail
fencing materials or trail surface materials shall be submitted to Parks and Community
Services Director or his/her designee and approved in writing 60-days prior to the
commencement of trail construction. (Advisory)

	q.	 	Any unauthorized deviation from the approved plan, specifications, City Standard Plans,
or Conditions of Approval may result in the delay of building permit issuance and/or
building Finals/ Certificate of Occupancy of the project conditioned for improvements.
(Advisory)

	r.	 	Where required, decorative solid-grouted block wall (no precision block, stucco,
veneer finishes, PVC, or wood fencing) with a minimum height of 72” on the trailside shall be
installed along lots that adjoin the trail. Block walls shall be located solely on private
property. If landscaping is to be utilized between the block wall and the trail, a PVC fence
shall be installed along the trail separating the landscaping from the trail (where required).
All block walls that have public view shall have an anti-graffiti coating per Parks and
Community Services specifications. Combination block/tubular steel fences shall only be
utilized where approved by Parks and Community Services. Tubular steel shall comply with Parks
and Community Services standards. Coating for tubular steel shall be anti-graffiti coating for
metal per Parks and Community Services specifications. If alternate products are requested,
the requested material(s) shall be presented to, the Director of Parks and Community Services
or his/her designee for review and approval. Under no circumstances can alternate products be
utilized without prior written authorization from the Parks and Community Services Director or
his/her designee. (Advisory)

	s.	 	Any damage to existing landscape or hardscape areas due to project construction shall be
repaired/replaced by the developer, or developer’s successors in interest, at no cost to
the City or Community Services District. (Advisory)

	t.	 	All inspections shall be requested two (2) working days in advance from the Parks and
Community Services Department at the time of rough and precise grading; fence and gate
installation; curb and drainage; flatwork; D.G. installation; graffiti coating; and final
inspection. (Advisory)

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

50

 

POLICE DEPARTMENT

CONDITIONS OF APPROVAL

PA07-0090 (Map)

APN: 488-350-001 through 002 and 488-360-001 through 012.

Note: All Special conditions are in bold lettering. All other conditions are standard to all
or most development projects

Standard Conditions

	PD1.	 	 Prior to the start of any construction, temporary security fencing shall be erected. The
fencing shall be a minimum of six (6) feet high with locking, gated access and shall
remain through the duration of construction. Security fencing is required if there is:
construction, unsecured structures, unenclosed storage of materials and/or equipment,
and/or the condition of the site constitutes a public hazard as determined by the Public
Works Department. If security fencing is required, it shall remain in place until the
project is completed or the above conditions no longer exist. (DC 9.08.080) (Advisory)

	PD2.	 	 (GP) Prior to the issuance of grading permits, a temporary project identification sign
shall be erected on the site in a secure and visible manner. The sign shall be
conspicuously posted at the site and remain in place until occupancy of the project. The
sign shall include the following:

	 	a.	 	The name (if applicable) and address of the development.
	 
	 	b.	 	The developer’s name, address, and a 24-hour emergency
telephone number. (DC 9.08.080) (Advisory)

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

51

 

MVU Map Conditions of Approval Highland Fairview 12-18-08

	MVU-1 	 	(R) If the project is a multi-family development, townhome,
condominium, apartment, commercial or industrial project, and it requires
the installation of electric distribution facilities within common areas, a
non-exclusive easement shall be provided to Moreno Valley Utility to include
all such common areas. All easements shall include the rights of ingress and
egress for the purpose of operation, maintenance, facility repair, and meter
reading.

	MVU-2 	 	(BP) City of Moreno Valley Municipal Utility Service — Electrical
Distribution: Prior to issuance of building permit, the developer shall submit a
detailed engineering plan showing design, location and schematics for the utility system
to be approved by the City Engineer. In accordance with Government Code Section 66462,
the Developer shall execute an agreement with the City providing for the installation,
construction, improvement and dedication of the utility system following recordation of
final map and concurrent with trenching operations and other subdivision improvements so
long as said agreement incorporates the approved engineering plan and provides financial
security to guarantee completion and dedication of the utility system.
	 
	 	 	The Developer shall coordinate and receive approval from the City Engineer to install,
construct, improve, and dedicate to the City, or the City’s designee, all utility
infrastructure (including but not limited to conduit, equipment, vaults, ducts, wires,
switches, conductors, transformers, resistors, amplifiers, and “bring-up” facilities
including electrical capacity to serve the identified development and other
adjoining/abutting/ or benefiting projects as determined by Moreno Valley Utility) -
collectively referred to as “utility system” (to and through the development), along with
any appurtenant real property easements, as determined by the City Engineer to be
necessary for the distribution and /or delivery of any and all “utility services” to each
lot and unit within the Tentative Map. For purposes of this condition, “utility services”
shall mean electric service and utility-related telecommunication only “Utility services”
shall not include sewer, water, and natural gas services, which are addressed by other
conditions of approval. Properties within development will be subject to an electrical
system capacity charge and that contribution will be collected prior to issuance
of building permits.

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

52

 

	MVU-2A 	 	The City, or the City’s designee, shall utilize dedicated utility facilities to ensure
safe, reliable, sustainable and cost effective delivery of utility services and maintain the
integrity of streets and other public infrastructure. Developer shall, at developer’s sole
expense, install or cause the installation of such interconnection facilities as may be
necessary to connect the electrical distribution infrastructure within the  project to the
Moreno Valley Utility owned and controlled electric distribution system. Alternatively,
developer may cause the project to be included in or annexed to a community facilities
district established or to be established by the City for the purpose of financing the
installation of such interconnection and distribution facilities. The project shall be deemed
to have been included in or annexed to such a community facilities district upon the
expiration of the statute of limitations to any  legal challenges to the levy of special
taxes by such community facilities district within the property. The statute of limitations
referred to above will expire 30 days after the date of the election by the qualified electors
within the project to authorize the levy of special taxes and the issuance of bonds.
	 
	 	 	The installation of any proposed temporary overhead electric distribution lines to
be constructed to serve the subject project will be installed/executed pursuant to
a temporary utility service agreement. The service agreement will address such
things as the necessary electrical circuit protection, as well as the requirement
to permanently relocate any temporary overhead to a permanent underground system in
a timely manner (not greater than 36 months) consistent with the requirements of
the service agreement and pursuant to applicable state law.
	 
	 	 	An electrical protection coordination study shall be performed and stamped by a
registered professional electrical engineer in the State of California and
submitted to the utility for review and approval prior to construction of the
temporary overhead line consistent with the service agreement.
	 
	 	 	Once the protection settings are approved and test reports performed, a certified
apparatus technician shall be submitted to the utility for review. Any protection
studies shall be stamped by the applicant’s registered professional electrical
engineer.
	 
	 	 	A specific easement will be required for the entire overhead line extension
constructed outside of the public right-of-way consistent with the service
agreement.

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

53

 

	MVU-3 	 	This project may be subject to a Reimbursement Agreement. The project
may be responsible for a proportionate share of costs associated with electrical
distribution infrastructure previously installed that directly benefits the
project. The project may be subject to a system wide capacity charge in addition to
the referenced reimbursement agreement; Payment(s) shall be required prior to
issuance of building permit(s).

Resolution No. 2009-10

Exhibit A

Date Adopted: February 10, 2009

54

 

RESOLUTION NO. 2009-11

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
MORENO VALLEY, CALIFORNIA APPROVING PA07-0091
(PLOT PLAN) FOR AN APPROXIMATE 1,820,000 SQUARE
FOOT INDUSTRIAL WAREHOUSE BUILDING WITH
ANCILLARY COMMERCIAL/RETAIL AND OFFICE USES
ON AN APPROXIMATELY 83 ACRE PARCEL GENERALLY
LOCATED ADJACENT TO AND SOUTH OF HIGHWAY 60
ALONG FUTURE EUCALYPTUS AVENUE (FIR AVENUE)
BETWEEN REDLANDS BOULEVARD AND THEODORE
STREET

     WHEREAS, the applicant, Highland Fairview, has filed an application for the approval of
PA07-0091 (Plot Plan) consisting of an approximately 1,820,000 square foot warehouse industrial
building, with ancillary commercial/retail and office uses, on an approximately 83 acre parcel
located adjacent to and south of Highway 60 between Redlands Boulevard and Theodore Street, and
along future Eucalyptus Avenue (Fir Avenue);

     WHEREAS, the project also includes applications for an Environmental Impact Report (EIR) under
P07-157, a Change of Zone (PA07-088), General Plan Amendment (PA07-0089) and a tentative parcel map
(PA07-0090). All of the discretionary applications are related but will be included in separate
resolutions with individual findings;

     WHEREAS, on January 8, 2009, the Planning Commission of the City of Moreno Valley held a
meeting to consider and provide a recommendation on the application. At the conclusion of said
meeting and public hearing, the item was continued to January 15, 2009;

     WHEREAS, on January 15, 2009, the Planning Commission conducted a continued public meeting and
forwarded the project to the City Council for consideration;

     WHEREAS, on February 3, 2009 and February 10, 2009, the City Council held a meeting to
consider the application;

     WHEREAS, all legal prerequisites to the adoption of this Resolution have occurred;

     WHEREAS, there is hereby imposed on the subject development project certain
fees, dedications, reservations and other exactions pursuant to state law and City
ordinances; and

Resolution No. 2009-11

Date Adopted: February 10, 2009

1

 

     WHEREAS, pursuant to Government Code Section 66020(d)(1), NOTICE IS HEREBY GIVEN that
this project is subject to certain fees, dedications, reservations and other exactions as
provided herein.

     NOW, THEREFORE, BE IT HEREBY FOUND, DETERMINED AND RESOLVED by the City Council
of the City of Moreno Valley as follows:

	 	A.	 	This City Council hereby specifically finds that all of the
facts set forth above in this Resolution are true and correct.
	 
	 	B.	 	Based upon substantial evidence presented to the City Council during the
meetings on February 3, 2009 and February 10, 2009, including written and oral staff
reports, and the record from the public hearing, this Planning Commission hereby
specifically finds as follows:

	 	1.	 	Conformance with General Plan Policies — The proposed use is consistent
with the General Plan, and its goals, objectives, policies and programs.
	 
	 	 	 	FACT: The project proposes an approximately 1,820,000 square foot warehouse industrial
building on Parcel 1 (Phase 1) with related commercial/retail and office uses. The proposal
conforms, with the Business Park or BP General Plan designation, which allows for a variety of
industrial related land uses from office and business park uses to heavier industrial land
uses.
	 
	 	 	 	Greater compatibility of the proposed land use with surrounding land uses in the
general vicinity of the project will be achieved by project design, mitigation and conditions of
approval. For example, dense landscape and proposed 11 foot screen walls used for screening
purposes will allow for necessary compatibility of the intended industrial warehouse use with any
surrounding commercial, business park or residential properties in the general vicinity that would
be developed in the future.
	 
	 	2.	 	Conformance with Zoning Regulations — The proposed use complies with all applicable
zoning and other regulations.
	 
	 	 	 	FACT: The proposed project does not currently conform with zoning regulations of Business Park
(BP), which would only allow for industrial buildings of 50,000 square feet or less from being
developed. With a proposed 1,820,000 square foot warehouse industrial building, the applicant is
requesting a change of zone to Light Industrial or LI. A 1,820,000 square foot warehouse building
is

Resolution No. 2009-11

Date Adopted: February 10, 2009

2

 

	 	 	 	a permitted used within the LI land use designation. Various conditions of
approval have also been included to address specific requirements, including
but not limited to site improvements and aesthetic enhancements.

	 	3.	 	Health, Safety and Welfare — The proposed use will not be detrimental to the
public health, safety or welfare or materially injurious to properties or
improvements in the vicinity.
	 
	 	 	 	FACT: An Environmental Impact report (EIR) has been prepared for the overall
project, including the proposed Change of Zone and General Plan amendment.
Findings and a Statement of Overriding Considerations has been prepared for
said project to deal with impacts related to aesthetics, agriculture, air
quality, noise, as well as climate change and greenhouse gas emissions. Said
EIR is required to be certified and approved as a part of the proposed
project. Said document will also be accompanied by a Mitigation Monitoring
Program, which will ensure the completion of required mitigation measures for
the project. The project site is surrounded by Highway 60 to the north, and
primarily vacant residential property to the south east and west.
	 
	 	 	 	Specific mitigation measures have been provided to lessen the impacts (but not
all below significant levels) for public health, safety and the welfare of
surrounding properties and improvements in the vicinity of the project.
This includes, but is not limited to the limitation of project lighting and
glare, and enhanced architectural and landscaping treatment to soften views
and reduce visual character as well as light and glare to less than
significant levels for aesthetics. Air quality mitigation measures include
a fugitive dust control plan with application of best management practices
to control fugitive dust during construction, emission control equipment
with a minimum of Tier II diesel particulate filter emission controls
resulting in a minimum 50 percent particulate matter control, proper
maintenance of construction equipment, a traffic control plan to minimize
operational truck traffic and dust during construction, as well as low VOC
paints, and other best management practices. Noise mitigation measures
include the restriction of construction vehicles on Redlands Boulevard,
south of future Eucalyptus Avenue, the restriction of nighttime grading
within 1,200 feet of residences south of future Eucalyptus Avenue, specific
sound barriers in place to limit daytime construction noise, equipment
maintenance to include silencers, mufflers and acoustic covers, and the
restriction of material stockpiles within 1,200 feet of all residences
south of Highway 60. It is also important to note that

Resolution
No. 2009-11

Date Adopted: February 10, 2009

3

 

	 	 	 	an approximate 440 foot land use buffer is included as a land use mitigation
measure to buffer the proposed project from future sensitive receptors
which could be built south of the site. Other mitigation measures throughout
the EIR reduce the remaining environmental impacts rioted in the EIR to less
than significant levels.
	 
	 	 	 	With the above mitigation measures imposed for noise, air quality, climate
change and greenhouse gas emissions, aesthetics and agricultural and traffic
impacts, any environmental impacts from the proposed project and use will be
significantly reduced but are still considered as significant and
unavoidable, thereby requiring a statement of overriding considerations. Said
mitigation measures included with the project will lessen
environmental impacts on any existing or future properties within the general
vicinity on the proposed development, and project and reduce impacts to
public health, safety and welfare.
	 
	 	4.	 	Location, Design and Operation — The location, design and operation of the
proposed project will be compatible with existing and planned land uses in the
vicinity.
	 
	 	 	 	FACT: Surrounding land uses include Highway 60 to the north, vacant
commercial land uses to the west, vacant business park uses to the east and
vacant R-3 (Residential 3) single-family residential properties to the
south of the site. The location, design and operation of the proposed
project will be compatible with existing and planned land uses in the
general vicinity with proposed mitigation measures, conditions of approval
and design of the plot plan and architecture of the buildings. For example,
dense landscape and proposed 11 foot screen walls provided for screening
purposes will allow for necessary compatibility of the use with any
surrounding properties in the general vicinity that would be developed in
the future.
	 
	 	 	 	With the mitigation measures imposed for noise, air quality, climate change
and greenhouse gas emissions, aesthetics and agricultural and traffic
impacts, including an approximate 440 foot buffer from the property line of
the proposed property preventing development to occur on any of the land
planned and zoned for residential development immediately to the south of
the subject site, any environmental impacts from the proposed, project and
use will be significantly reduced. Said mitigation measures included with
the project will lessen environmental impacts on any existing or future
properties within the general vicinity of the proposed development

Resolution No. 2009-11

Date Adopted: February 10, 2009

4

 

	 	 	 	and project, reduce impacts to public health; safety and welfare, and
provide greater compatibility of land uses between the proposed project
and surrounding properties in the general vicinity.
	 
	 	5.	 	The project conforms with any applicable provisions of the City’s
redevelopment plan.
	 
	 	 	 	FACT: The project site does not reside in a redevelopment
area or within the plan.

	C.	 	FEES, DEDICATIONS, RESERVATIONS, AND OTHER EXACTIONS

1. Impact, mitigation and other fees are due and payable under currently
applicable ordinances and resolutions. These fees may include but are not
limited to: Development impact fee; Stephens Kangaroo Habitat Conservation
fee, Underground Utilities in lieu Fee, Area Drainage Plan fee, Bridge and
Thoroughfare Mitigation fee (Future) and Traffic Signal Mitigation fee. The
final amount of fees payable is dependent upon information provided by the
applicant and will be determined at the time the fees become due
and payable.

     Unless otherwise provided for by this resolution, all impact fees shall be
calculated and collected at the time and in the manner provided in Chapter
3.32 of the City of Moreno Valley Municipal Code or as so provided in the
applicable ordinances and resolutions. The City expressly reserves the right
to amend the fees and the fee calculations consistent with applicable
law.

2. DEDICATIONS, RESERVATIONS; AND OTHER EXACTIONS

     The adopted Conditions, of Approval for PA07-0091 (Master Plot Plan) incorporated herein by
reference, may include dedications, reservations, and exactions pursuant to Government Code
Section 66020(d)(1).

3. The City expressly reserves the right to establish, modify or adjust any
fee, dedication, reservation or other exaction to the extent permitted and as
authorized by law.

     Pursuant to Government Code Section 66020(d)(1), NOTICE IS FURTHER GIVEN
that the 90 day period to protest the imposition of any impact fee,
dedication, reservation, or other exaction described in this: resolution
begins on the effective date of this resolution and any such protest must be
in a manner that complies with. Section 66020(a) and

Resolution No. 2009-11

Date Adopted: February 10, 2009

5

 

	 	 	 	failure to timely follow this procedure will bar any subsequent legal
action to attack, review, set aside, void or annul imposition.
	 
	 	 	 	     Your right to protest the fees, dedications, reservations,
or other exactions does, not apply to planning, zoning,
grading, or other similar application processing fees
or service fees in connection with this project, and it does not
apply to any fees, dedication, reservations, or other exactions
of which you have been given a notice similar to this nor does
it revive challenges to any fees for which the Statute of
Limitations has previously expired.

     BE IT FURTHER RESOLVED that the City Council HEREBY APPROVES Resolution No.
2009-11, APPROVING PA07-0091 (Plot Plan) for a 1,820,000 square foot industrial
warehouse building with minor interior ancillary commercial/retail and office
uses based on the affirmative recommendation of the Adoption and Certification
of the Environmental Impact Report Mitigation Monitoring Program and Statement of
Overriding Considerations, subject to the attached conditions of approval
included as Exhibit A.

     APPROVED AND ADOPTED this 10th day of February, 2009

	 	 	 

	 
	 	 
	 

	 	/s/ ILLEGIBLE
	 

	 	 
	 

	 	Mayor
	 
	 	 
	ATTEST:
	 	 
	 
	 	 
	 
	 	 
	/s/
JANE HALSTEAD

	 	 
	 

City Clerk

	 	 
	 
	 	 
	 
	 	 
	APPROVED AS TO FORM:
	 	 
	 
	 	 
	 
	 	 
	/s/ ILLEGIBLE

	 	 
	 

City Attorney

	 	 

Resolution
No. 2009-11

Date Adopted: February 10, 2009

6

 

RESOLUTION JURAT

	 	 	 	 	 	 	 

	STATE OF CALIFORNIA

	 	 	)	 	 	 
	 
	 	 	 	 	 	 
	COUNTY OF RIVERSIDE

	 	 	) ss.	 	 	 
	 
	 	 	 	 	 	 
	CITY OF MORENO VALLEY

	 	 	)	 	 	 

     I, Jane Halstead, City Clerk of the City of Moreno Valley, California, do hereby
certify that Resolution No. 2009-11 was duly and regularly adopted by the City Council
of the City of Moreno Valley at a regular meeting thereof held on the 10th day of
February, 2009 by the following vote:

	 	 	 
	     AYES:

	 	Council Members Batey, Hastings,
Molina, Mayor Pro Tem Flickinger
and Mayor Stewart
	 
	 	 
	     NOES:

	 	None
	 
	 	 
	     ABSENT:

	 	None
	 
	 	 
	     ABSTAIN:

	 	None

	 	 	 

	/s/ JANE HALSTEAD

 

	 	  
	CITY CLERK	 	 
	 	 	 
	(SEAL)	 	 

Resolution No. 2009-11

Date Adopted: February 10, 2009

7

 

CITY
OF MORENO VALLEY
FINAL CONDITIONS OF APPROVAL

PLOT PLAN (PA07-0091)

APN: 488-350-001 through 002 and 488-360-001 through 012.

	 	 	 

	APPROVAL DATE:

	 	February 10, 2009
	EXPIRATION DATE:

	 	February 10, 2012

			
	x	 	Planning (P), including School District (S), Post Office (PO), Building (B)

			
	x	 	Fire Prevention Bureau (F)

			
	x	 	Public Works, Land Development (LD)

			
	x	 	Public Works, Special Districts (SD)

			
	x	 	Public Works — Transportation Engineering (TE)

			
	x	 	Parks & Community Services (PCS)

			
	x	 	Police (PD)

			
	x	 	Moreno Valley Utilities

			
	o	 	Other (Specify or Delete)

Note: All Special conditions are in bold lettering. All other conditions are standard
to all or most development projects. All conditions identified as Advisory restate
existing codes, ordinances, regulations or policies that apply to the project.

COMMUNITY DEVELOPMENT DEPARTMENT

Planning
Division

GENERAL
CONDITIONS

	P1.	 	This approval shall expire three years after the approval date of this project
unless used or extended as provided for by the City of Moreno Valley Municipal Code;

 

Timing Mechanisms for Conditions (see abbreviation at beginning of affected condition):

	 	 	 	 	 

	     R — Map Recordation

	 	GP — Grading Permits
	 	CO — Certificate of Occupancy or building final
	     WP — Water Improvement Plans

	 	BP — Building Permits
	 	P — Any permit

Governing Document (see abbreviation at the end of the affected condition):

	 	 	 	 	 

	     GP — General Plan

	 	MC — Municipal Code
	 	CEQA — California
Environmental Quality Act
	     Ord — Ordinance

	 	DG — Design Guidelines
	 	Ldscp — Landscape Development Guidelines and Specs
	     Res — Resolution

	 	UFC — Uniform Fire Code
	 	UBC — Uniform Building Code
	 

	 	SBM — Subdivision Map Act	 	 

      

					
	 
	 	8
	 	Resolution No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

 

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 9

			
	 	 	otherwise it shall become null and void and of no effect whatsoever. Use means
the beginning of substantial construction contemplated by this
approval within the three-year period, which is thereafter pursued to completion, or
the beginning of substantial utilization contemplated by this approval. (MC 9.02.230)
(Advisory)

			
	P2.	 	The site shall be developed in accordance with the approved plans on file in the
Community Development Department — Planning Division, the Municipal Code
regulations, General Plan, and the conditions contained herein. Prior to any use of
the project site or business activity being commenced thereon, all Conditions of
Approval shall be completed to the satisfaction of the City Planning Official. (MC
9.14.020) (Advisory)

			
	P3.	 	The developer, or the developer’s successor-in-interest, shall be responsible for
maintaining any undeveloped portion of the site in a manner that provides for the
control of weeds, erosion and dust. (MC 9.02.030) (Advisory)

			
	P4.	 	A drought tolerant, low water using landscape palette shall be utilized throughout
the project.

			
	P5.	 	All landscaped areas shall be maintained in a healthy and thriving condition, free
from weeds, trash and debris. (MC 9.02.030) (Advisory)

			
	P6.	 	Any signs indicated on the submitted plans are not included with this approval.
Any signs proposed for this development shall be designed in conformance with the
sign provisions of the Development Code or approved sign program, if applicable,
and shall require separate application and approval by the Community Development
Department — Planning Division. (MC 9.12.020)

			
	P7.	 	(GP) All site plans, grading plans, landscape and irrigation plans, fence/wall
plans, lighting plans and street improvement plans shall be consistent with this
approval. (Advisory)

Prior to Issuance of Grading Permits

      

					
	 
	 	9
	 	Resolution No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

 

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 10

			
	P8.   	 	(GP) Prior to issuance of any grading permit, the developer shall submit for
review and approval of a tree plan to the Planning Division. The plan shall
identify all mature trees (4 inch trunk diameter or larger) on the subject property
and City right-of-way. Using the grading plan as a base, the plan shall indicate
trees to be relocated, retained, and removed. Replacement trees shall be: shown on
the landscape/irrigation plan; be a minimum size of 24 inch box; and meet a ratio of
three replacement trees for each mature tree removed or as approved by the Community
Development Director. (GP Objective 4.4, 4.5, DG)

			
	P9.   	 	(GP) Prior to approval of any precise grading permits, plans for any security gate
system shall be submitted to the Community Development Department
— Planning Division
for review and approval.

			
	P10.	 	(GP) Prior to approval of any grading permits, the developer shall submit final
landscape and irrigation plans within the State Highway 60 right-of-way adjacent to
the project site consistent with the State Highway 60 Corridor Design Manual. The
plans shall be submitted to the Community Development Department — Planning Division
for review and approval. (MC 9.14.100)

			
	P11.	 	(GP) Prior to the issuance of any grading permits and prior to any physical
disturbance of any natural drainage course, for any area determined to contain
riparian vegetation, the applicant shall obtain a stream bed alteration agreement or
permit, or a written waiver of the requirement for such an agreement or permit, from
both the California Department of Fish and Game and the U.S. Army Corps of
Engineers. Written verification of such a permit or waiver shall be provided to the
Community Development Department — Planning Division and the Public Works Department
— Land Development Division. (CEQA, State and Federal codes)

			
	P12.	 	(GP) Prior to issuance of any grading permits, mitigation measures contained in the
Mitigation Monitoring Program approved with this project shall be implemented as
provided therein. (CEQA) (Advisory)

			
	P13.	 	(GP) Decorative pedestrian pathways shall
be shown on the precise grading plan.
(Advisory) (GP Objective 46.8, DG)

      

					
	 
	 	10
	 	Resolution No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

 

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 11

			
	P14.	 	(GP) Prior to issuance of grading permits, the developer shall submit
wall/fence plans to the Planning Division for review and approval for all fences
and walls required or proposed on site, included, but not limited to the 11 foot
screening wall along the perimeter of the site including pilasters and caps or
alternative design as approved by the Community Development Director. (MC
9.08.070)

			
	P15.	 	(GP) Prior to approval of a precise grading plan, final landscaping and
irrigation plans shall be submitted to the Community Development Department —
Planning Division for review. All landscape plans shall be approved prior to the
release of any building permits for the site. After the third plan check review
for landscape plans, an additional plan check fee shall apply. The plans shall be
prepared in accordance with the City’s Landscape Standards and Specifications
and shall include:

	 	 	 	A.     A landscape berm, hedge or a maximum 3 foot decorative wall is required
adjacent to parking areas along all public rights-of-way.

	 	 	 	B.     All finger and end planters shall be included at an interval of one per 12
parking stalls, be a minimum 5’ x 16’, and include additional 12” concrete
step-outs
and 6” curbing. (MC9.08.230, City’s Landscape Standards)

	 	 	 	C.     All diamond planters shall be included at an interval of one per 3 parking
stalls.

	 	 	 	D.     Drought tolerant landscape
shall be provided.

	 	 	 	E.     Trees shall be planted at an equivalent of one (1) tree per thirty (30) linear
feet of building dimension. Trees may be massed for pleasing aesthetic effects.

	 	 	 	F.     Enhanced landscaping shall be included at all driveway and corner
locations as well as along Highway 60 to provide proper screening of trucks.

	 	 	 	G.     All site perimeter and parking lot landscape and irrigation shall be installed
prior to the release of certificate of any occupancy permits for the site or pad in
question (master plot plan).

	 	 	 	H.     The review of all utility boxes, transformers etc. shall be coordinated to
provide adequate screening from public view. (Landscape Guidelines)

	 	 	 	I.     Landscaping on three sides of all trash enclosures shall be provided.

	 	 	 	J.     Dense landscape (spacing of one tree per 20 feet) shall be placed in
front of the wall along all designated yard areas and vines shall be planted at
the base of the wall and be directed along said wall.

	 	 	 	K.     A minimum size of 36” box mature trees shall be placed along the
freeway or northern elevations of the building.

	 	 	 	L.     Minimum 24 inch box Eucalyptus Nicholii shall be used for the street

      

					
	 
	 	11
	 	Resolution No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

 

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 12

	 	 	 	trees along the Eucalyptus Avenue frontage. Spacing of
trees shall be limited to 80
foot on center for parkways and medians in sight line distance areas noted on the
plans; however trees to the equivalency of 40 foot on center shall be planted in
the parkway for the entire site. Additional denser parkway tree placement (between
25 to 30 feet on center) would be required for areas outside of the line of sight A
preferred alternative to placing trees only on the designated parkway landscape
areas would be to widen the four foot landscape separation between the sidewalk and
trail to 8 feet and reduce the parkway landscape to 8 feet in site line distance
areas to provide additional trees within the designated line of sight areas
alternating at 80 foot spacing to achieve the overall 40 foot spacing requirement.

	 	 	 	M.     Focal entries of the site on Eucalyptus Avenue are void of trees and or shrubs on
the preliminary landscape plan and they shall be shown on the plans, or
alternatively document on the landscape and tree plans that the equivalency of one
tree per 30 linear feet of building dimension visible from the parking lot and all
public rights of away in addition to on tree per 30 linear feet of parking lot
adjacent to the interior property is being met.

PRIOR TO BUILDING PERMITS

			
	P16.	 	(BP) Prior to issuance of building permits, the Community Development Department —
Planning Division shall review and approve the location and method of enclosure or
screening of transformer cabinets, commercial gas meters and back flow preventers as
shown on the final working drawings. Location and screening shall comply with the
following criteria: transformer cabinets and commercial gas meters shall not
be located within required setbacks and shall be screened from public
view either by architectural treatment or with landscaping; multiple electrical
meters shall be fully enclosed and incorporated into the overall architectural design
of the building(s); back-flow preventers shall be screened by landscaping that will
provide complete screening upon maturity. (GP Objective 43.30, DG) (Advisory)

			
	P17.	 	(BP) Prior to issuance of building permits, screening details shall be addressed on
plans for roof top equipment and trash enclosures submitted for Community Development
Department — Planning Division review and approval. All equipment shall be completely
screened so as not to be visible from public view, and the screening shall be an
integral part of the building. For trash enclosures, landscaping shall be included
on at least three sides. The trash enclosure, including any roofing, shall be
compatible with the architecture for the building(s).

      

					
	 
	 	12
	 	Resolution No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

 

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 13

			
	 	 	(GP Objective 43.6, DG) (Advisory)

			
	P18.	 	(BP) Prior to issuance of building permits, two copies of a detailed, on-site,
computer generated, point-by-point comparison lighting plan, including exterior
building, parking lot, and landscaping lighting, shall be submitted to the Community
Development Department — Planning Division for review and approval. The lighting
plan shall be generated on the plot plan and shall be integrated with the final
landscape plan. The plan shall indicate the manufacturer’s specifications for light
fixtures used and shall include style, illumination, location, height and method of
shielding. The fighting shall be designed in such a manner so that it does not
exceed 0.5 foot candles illumination beyond at the property line. The lighting level
for all parking lots or structures shall be a minimum coverage of one foot-candle of
light with a maximum of eight foot-candles. After the third plan check review for
lighting plans, an additional plan check fee will apply. (MC 9.08.100, DG)
(Advisory)

			
	P19.	 	(BP) Prior to issuance of building permits, the developer or developer’s
successor-in-interest shall pay all applicable impact fees, including but not
limited to Transportation Uniform Mitigation fees (TUMF), Multi-species Habitat
Conservation Plan (MSHCP) mitigation fees, and the City’s adopted Development Impact
Fees. (Ord) (Advisory)

			
	P20.	 	(P) Prior to issuance of building permits, final landscaping and irrigation plans
shall be approved by the Planning Division prior to the release of any building
permits for the site. After the third plan check review for landscape plans, an
additional plan check fee shall apply. The plans shall be prepared in accordance
with the City’s Landscape Standards and Specifications and shall include:

	 	 	 	A.     A landscape berm, hedge or a maximum 3 foot decorative wall is required
adjacent to parking areas along all public rights-of-way.

	 	 	 	B.     All finger and end planters
shall be included at an interval of one per 12
parking stalls, be a minimum 5’ x 16’, and include additional 12” concrete
step-outs
and 6” curbing. (MC9.08.230, City’s Landscape Standards)

	 	 	 	C.     All diamond planters shall be included at an interval of one per 3 parking
stalls.

	 	 	 	D.     Drought tolerant landscape shall be provided.

	 	 	 	E.     Trees shall be planted at an
equivalent of one (1) tree per thirty (30) linear
feet of building dimension. Trees may be massed for pleasing aesthetic effects.

	 	 	 	F.     Enhanced landscaping shall be included at all driveway and corner
locations as well as along Highway 60 to provide proper screening of trucks.

      

					
	 
	 	13
	 	Resolution No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

 

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 14

	 	 	 	G.     All site perimeter and parking lot landscape and irrigation shall be installed
prior to the release of certificate of any occupancy permits for the site or pad
in question (master plot plan).

	 	 	 	H.     The review of all utility boxes, transformers etc. shall be coordinated to
provide adequate screening from public view. (Landscape Guidelines)
	 
	 	 	 	I.     Landscaping on three sides of all trash enclosures shall be provided.
	 
	 	 	 	J.     Dense landscape (spacing of one tree per 20 feet) shall be placed in front of the
wall along all designated yard areas and vines shall be planted at the base of the
wall and be directed along said wall.

	 	 	 	K.     A minimum size of 36” box mature trees shall be placed along the freeway or
northern elevations of the building.

	 	 	 	L.     Minimum 24 inch box Eucalyptus Nicholii shall be used for the street trees
along the Eucalyptus Avenue frontage. Spacing of trees shall be limited to 80 foot
on center for parkways and medians in sight line distance areas noted on the
plans; however trees to the equivalency of 40 foot on center shall be planted in
the parkway for the entire site. Additional denser parkway tree placement (between
25 to 30 feet on center) would be possible for areas outside of the line of sight.
An alternative to placing trees only on the designated parkway landscape areas
would be to widen the four foot landscape separation between the sidewalk and
trail to 8 feet and reduce the parkway landscape to 8 feet in site line distance
areas to provide additional trees within the designated line of sight areas.

	 	 	 	M.     Focal entries of the site on Eucalyptus Avenue are void of trees and or shrubs
on the preliminary landscape plan and they shall be shown on the plans, or
alternatively document on the landscape and tree plans that the equivalency of one
tree per 30 linear feet of building dimension visible from the parking lot and all
public rights of away in addition to on tree per 30 linear feet of parking lot
adjacent to the interior property is being met.

			
	P21.	 	Prior to the issuance of building permits, landscape and irrigation plans for
common areas maintained by the Property Owner’s Association shall be submitted to
the Community Development Department — Planning Division. All landscape plans shall
be approved prior to the release of any building permits for the site. The plans
shall be prepared in accordance with the City’s Landscape Development Guidelines.
Landscaping is required for the sides and or slopes of all water quality basin and
drainage areas, while a hydroseed mix w/irrigation is acceptable for the bottom of
the basin areas. All detention basins shall include trees, shrubs and groundcover
up to the concreted portion of the basin. A solid decorative wall with pilasters,
tubular steel fence

      

					
	 
	 	14
	 	Resolution No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

 

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 15

			
	 	 	with pilasters or other fence or wall approved by the Community Development
Director is required to secure all water quality and detention basins.

			
	P22.	 	(BP) Prior to the issuance of building permits, the landscape plans shall
include landscape treatment for trash enclosures to include landscape on three
sides, and trash enclosures shall include decorative enhancements such as an
enclosed roof and other decorative features that are consistent with the
architecture of the proposed commercial buildings on the site, subject to the
approval of the Community Development Director.

			
	P23.	 	(BP) Prior to the issuance of building permits, all fences and walls required or
proposed on site, shall be approved by the Community Development Director. (MC
9.08.070)

			
	P24.	 	(BP) Prior to issuance of a building permit for Phase 1, proof of a driveway
reciprocal access easement between Parcels 1 and 4 shall be provided to the
Public Works and Community Development Department.

			
	P25.	 	(BP) Downspouts will be interior to the building, or if exterior, integrated
into the architecture of the building to include compatible colors and materials
to the satisfaction of the Community Development Director. This item shall be
noted on the final plot plan drawings.

			
	P26.	 	(BP) Prior to the issuance of building permits, evidence of a reciprocal access
easement agreement for Parcel 4, including the maintenance of trees and other
landscape materials would be required.

			
	P27.	 	(BP) Prior to the issuance of building permits, a full elevation set, including
the northeast focal point of the building adjacent to Highway 60 and Theodore
Street, shall be submitted. Said elevations shall be reviewed and approved by the
Planning Commission prior to the release of any building permits.

			
	P28.	 	(BP) Prior to the issuance of building
permits, the precise grade or final landscape
plans shall include decorative paving at all
driveway locations.

      

					
	 
	 	15
	 	Resolution No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

 

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 16

PRIOR TO CERTIFICATE OF OCCUPANCY

			
	P29.	 	(CO) Prior to issuance of Certificates of Occupancy or building final, all
required landscaping, buildings, lighting, parking lot improvements including,
but limited to paving and striping, and irrigation shall be installed for the
required phase. (DC 9.03.040) (Advisory)

			
	P30.	 	(CO) Prior to the issuance of Certificates of Occupancy or building final, all
required and proposed fences and walls shall be constructed and installed for
the required phase according to the approved plans on file in the Community
Development Department — Planning Division. (MC 9.080.070) (Advisory).

			
	P31.	 	(BP/CO) Prior to issuance of Certificate of Occupancy or building final, all
required landscaping and irrigation, including basins, shall be reviewed by the
Community Development Department — Planning Division. The landscaping shall be
installed for the required phase in accordance with the City’s Landscape Standards
the approved landscape plans, and conditions of approval included in the grading
and building sections above. (Advisory)

			
	P32.	 	(CO) All rooftop equipment shall be appropriately screened and not visible from
the Highway 60 right of way.

OTHER CONDITIONS NOT TIED TO GRADING BUILDING OR OCCUPANCY

			
	P33.	 	Loading or unloading activities shall be conducted from the truck bays or
designated loading areas only. (MC 9.10.140, CEQA) (Advisory)

			
	P34.	 	Three building phases are included under Tentative Parcel Map No. 35629, while a
plot plan (PA07-0091) has been included for Phase 1. All development under Phases
2 and 3 (Parcels 2, 3 and 4) would require submittal of separate plot plans and
review and approval from the Planning Commission.

MITIGATION MEASURES

			
	P35.	 	MM A-1 — During project construction, the construction site manager or supervisor
shall ensure that construction lighting shall be limited to lighting within the
work area and light trespass shall be avoided though directional lighting,
shielding, and other similar control measures.

      

					
	 
	 	16
	 	Resolution No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

 

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 17

			
	P36.	 	MM A-2. Enhanced architectural and landscaping treatment shall be utilized along
the building frontage with State Route (SR) 60 to minimize or soften views of long
expanses of the upper elevations of buildings. Examples of alternative treatment
measures may include, but not be limited to the following:

	 	•	 	Use of color; or

	 	•	 	Texture variation; or

	 	•	 	Roof line variation.

			
	P37.	 	MM AQ-1. Prior to construction of the project, the project applicant shall comply
with SCAQMD Rule 403 by providing a Fugitive Dust Control Plan that describes the
application of best management practices to control fugitive dust during
construction. Best management practices shall include:

	 	•	 	Application of water on disturbed soils a minimum of three times per day;
	 
	 	•	 	Covering haul vehicles;
	 
	 	•	 	Replanting disturbed areas as soon as practical;
	 
	 	•	 	Restricting vehicle speeds on unpaved roads to 15 mph;
	 
	 	•	 	Suspension of all grading activities during high wind speeds in excess
of 25 mph.
	 
	 	•	 	A Large Operation notification shall be submitted to the SCAQMD prior
to construction.
	 
	 	•	 	Project applicant to designate a person(s) to monitor the dust control
program and to order increased watering, as necessary.
	 
	 	•	 	Post a sign with the telephone number and person to contact regarding
dust complaints. The person shall take corrective action within 24 hours.
	 
	 	•	 	Complete all roadways, driveways, sidewalks, etc. as soon as possible;
building pads should be developed as soon as possible after grading
unless seeding, polymer, water, landscaping, soil binders, or similar means
are applied within five working days after grading completion to minimize
fugitive dust.
	 
	 	•	 	Street sweeping shall be accomplished as needed to remove soil transport
to adjacent areas; sweeping shall require use of equipment certified under
SCAQMD Rule 1186.1.

			
	P38.	 	MM AQ-2. The project applicant shall meet CARB standards by assuring use of lowest emission
construction equipment reasonably available for use on

      

					
	 
	 	17
	 	Resolution No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

 

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 18

			
	 	 	this project. The construction fleet average shall meet or exceed Tier II
level and the applicant shall provide incentives in the bidding process in
selecting construction contractors that propose the lowest-emission construction
equipment (i.e., high pressure injectors; smaller engine sizes; electric
equipment; gasoline powered equipment with catalytic converters; and
alternatively fueled construction equipment).

			
	 	 	The applicant shall also provide incentives in the bidding process in selecting
grading and construction contractors that propose the use of equipment using
Level III diesel particulate filters.

			
	P39.	 	MM AQ-3. During project construction, construction equipment shall be properly
maintained in accordance with manufacturer’s specifications; maintenance shall
include proper tuning and timing of engines. During maintenance, precautions shall
be taken to ensure that fuel is not leaked onto the ground. Equipment maintenance
records and equipment design specification data sheets shall be kept onsite during
construction and subject to inspection by the SCAQMD.

			
	P40.	 	MM AQ-4. During project construction, the project applicant shall require all
contractors to turn off all construction equipment and delivery vehicles when not
in use or prohibit idling in excess of five (5) minutes.

			
	P41.	 	MM AQ-5. Prior to issuance of a grading permit, the project applicant shall
provide a traffic control plan to the City of Moreno Valley that will describe in
detail safe detours around the project construction site with temporary traffic
control (e.g., flag person) during construction-related truck hauling activities,
as required by the City. Construction activities that affect traffic flow on the
arterial system shall be minimized by scheduling such activities to off-peak
hours. Construction truck travel shall be routed to minimize travel on congested
streets and near to sensitive receptor areas. Construction traffic shall gain
access to the project site via Theodore Street and Eucalyptus Avenue to the
greatest extent possible to minimize traffic and dust along Redlands Boulevard.
The traffic control plan is primarily intended as a safety measure but also can
minimize traffic congestion and delays that increase idling and acceleration
emissions. The traffic control plan shall be prepared in accordance with U.S.
Department of Transportation Federal Highways Administration Rule on Work Zone
Safety 23 CFR 630 Subpart J, Developing and Implementing Traffic Management Plans
for Work Zones.

      

					
	 
	 	18
	 	Resolution No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

 

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 19

	 	 	 

	P42.

	 	MM AQ-6. All paints shall be low VOC paints and applied using either high volume
low-pressure (HVLP) spray equipment or by hand application. For a list of low VOC
paints, refer to the website www.aqmd.gov/prdas/brochures/paintguide.html.
	 
	 	 
	P43.

	 	MMAQ-7A. Construction Phases. Prior to the issuance of grading permits, the
developer shall provide documentation to the City of Moreno Valley indicating that
construction workers will be encouraged to carpool to the greatest extent practical,
including providing information on park and ride programs available to workers. The
project shall also provide for lunch services onsite during construction to minimize
the need for offsite vehicle trips. Workers shall be informed in writing and a
letter placed on file at the City of Moreno Valley documenting the efforts to
encourage carpooling.
	 
	 	 
	P44.

	 	MM AQ-7B. Occupancy. Prior to the issuance of occupancy permits, the project
applicant shall provide documentation to the City of Moreno Valley indicating that
tenant workers will be encouraged to carpool to the greatest extent practical
including providing information on park and ride programs available to employees.
Employees shall be informed in writing and a letter placed on file at the City of
Moreno Valley documenting the efforts to encourage carpooling.
	 
	 	 
	P45.

	 	MM AQ-8. During project construction, onsite electrical hook-ups shall be provided
for electric construction tools including saws, drills and compressors, to minimize
the need for diesel powered electric generators.
	 
	 	 
	P46.

	 	MM AQ-9. During construction, rumble or bumper strips or similar best management
practices shall be provided where vehicles enter and exit the construction site onto
paved roads, or wash off trucks or any equipment leaving the site with each trip.
	 
	 	 
	P47.

	 	MM-AQ-10. Offsite construction improvements shall be limited to an 8-hour day
during daylight hours.
	 
	 	 
	P48.

	 	Operations- MM AQ-11. All project entrances shall be posted with
signs which state:

Resolution No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

19

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 20

	 	a)	 	Diesel trucks servicing the project shall not idle for more than 3
minutes; and
	 
	 	b)	 	Telephone numbers of the building facilities manager and the California
Air Resources Board to report violations.

	 	 	 

	P49.

	 	MM AQ-12. Electricity shall be provided in the loading dock areas for
transportation refrigeration units visiting the site, if any.
	 
	 	 
	P50.

	 	MM AQ-13. A deed restricted area to the south of the project property line,
precluding the establishment of sensitive receptors, is required. The. documents
necessary to execute the deed restriction shall be submitted to the City of
Moreno Valley prior to the issuance of a building permit. Prior to the issuance
of a Certificate of Occupancy, the area depicted on Exhibit 5.3-1 ‘Proposed
Buffer Area’ from the southern property line of the project between Redlands
Boulevard and Theodore Street shall be deed-restricted in a manner acceptable to
the City of Moreno Valley to preclude the establishment of sensitive receptors
including residences, hospitals, convalescent homes, day-care centers, and
schools within this area.
	 
	 	 
	P51.

	 	MM AQ-14. Electrical hookups shall be provided for transport refrigeration
units within the Commercial component (Phases II and III) to eliminate the need
for idling of diesel-powered transport refrigeration units.
	 
	 	 
	P52.

	 	MM AQ-15. The project applicant shall include in all new lease documents the
requirement that the tenants shall utilize only trucks using refrigeration units
capable of utilizing electrical hook-ups for deliveries to the tenant.
	 
	 	 
	P53.

	 	MM AQ-16. The project applicant shall encourage its tenants to do
the following: have a compressed workweek schedule for its employees;
include electric powered and/or compressed natural gas fueled trucks
and/or vehicles in fleets; require or provide incentives to use
California Air Resources Board certified particulate filters that meet
level III requirements; use “clean” trucks, such as 2007 or newer
model year or 2010 compliant; use electric yard trucks; use trucks
with a SmartWay 1.25 rating; and electrify auxiliary power units. The
applicant shall provide documentation of its efforts to the
satisfaction of the City.
	 
	 	 
	P54.

	 	MM AQ-17. The project shall be designed such that the check-in
point for trucks is inside the facility property to ensure that there
are no trucks queuing

Resolution No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

20

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 21

	 	 	 

	 

	 	outside the facility.
	 
	 	 
	P55.

	 	MM AQ-18, Food services shall be provided onsite.
	 
	 	 
	P56.

	 	MM AQ-19. Prior to the Issuance of Occupancy Permits, written evidence shall be provided to
the Planning and Transportation Engineering Divisions that the project applicant shall
include in all new lease documents the requirement that the tenant shall provide employees
with incentives for carpooling or impose a parking fee.
	 
	 	 
	P57.

	 	MM AQ-20. The property owners association shall maximize use of electrical equipment for
landscape maintenance.
	 
	 	 
	P58.

	 	MM AQ-21. Prior to the issuance of a certificate of occupancy for Phase 3, traffic
signals, including interconnect hardware installed, or paid for, in whole or in part, by the
project applicant shall be synchronized by the applicant, to the satisfaction of the City
Engineer.
	 
	 	 
	P59.

	 	MM BR-1. To avoid impacts to nesting birds covered under the MBTA, vegetation removal
activities involving established perennial vegetation located in the urban/developed plant
community shall be avoided during avian nesting season (February 15 through August 31). If the
nesting season cannot be avoided, a nesting bird survey shall be provided no more than thirty
(30) days prior to vegetation removal activities. If no active nests are observed,
construction activity may proceed with no further monitoring. If active nests are observed, a
biological monitor shall be present during any construction activity within the vicinity of
the nest. Construction activity may encroach within the vicinity of the nesting birds at the
discretion of the biological monitor. Construction activity may proceed once the nestlings
have fledged the nest.
	 
	 	 
	P60.

	 	MM BR-2. (GP) Prior to issuance of a grading permit, the applicant
shall pay the mandatory mitigation fee for the SKRHCP, The mitigation fee
is a per/acre fee based on the entire property footprint and is used to
purchase land that contains occupied Stephens’ kangaroo rat habitat for the
purpose of conserving a large core population.

Resolution No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

21

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 22

	 	 	 

	P61.

	 	MM BR-3. (GP) A pre-construction clearance survey for burrowing owl shall be
provided. The pre-construction survey shall be conducted by a qualified biologist
no more than thirty (30) days prior to any grading or ground disturbing
activities.
	 
	 	 
	 

	 	If construction is to be initiated during the breeding season (February 1 through
August 31) and burrowing owl is determined to occupy any portion of the study
area during the 30-day pre-construction survey, consultation with the CDFG and
USFWS shall take place and no construction activity shall take place within 500
feet of an active nest/burrow until it has been determined that the nest/burrow
is no longer active, and all juveniles have fledged the nest/burrow. No
disturbance to active burrows shall occur without appropriate permitting through
the MBTA and/or CDFG.
	 
	 	 
	 

	 	If active burrowing owl burrows are detected outside the breeding season
(September through January), or within the breeding season but owls are not
nesting or in the process of nesting, passive relocation may be conducted
following consultation with the CDFG and USFWS. Construction activity may occur
within 500 feet of the active nests at the discretion of the biological monitor,
	 
	 	 
	P62.

	 	MM BR-4. (GP) Prior to issuance of a building permit, the applicant shall pay the
mandatory mitigation fee for the MSHCP. The mitigation fee is a per unit fee based
on the residential development and a per square feet fee based on commercial or
industrial development. This will satisfy mitigation required for Impact 5.4-5 and
5.4-6.
	 
	 	 
	P63.

	 	MM CR-1. (GP) Prior to the issuance of a grading permit, a City-approved Project
Archaeologist shall be retained to initiate and supervise cultural resource
mitigation-monitoring during project-related earth moving in all areas of the
project, subject to certain constraints found in MM CR-2.
	 
	 	 
	P64.

	 	MM CR-2. Project-related archaeological monitoring shall include the
following constraints:

	 	1.	 	All construction-related earth moving shall be monitored to a depth of
ten (10) feet below grade by the Project Archaeologist or his/her designated
representative;

Resolution No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

22

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 23

	 	2.	 	Once 50 percent of the earth to be moved has been examined by the
Project Archaeologist, the Project Archaeologist may, at his or her
discretion, terminate monitoring if and only if no buried cultural
resources have been detected;
	 
	 	3.	 	If buried cultural resources are detected during monitoring, monitoring
must continue until 100 percent of virgin earth within the study area has
been disturbed and inspected by the Project Archaeologist or his/her
designated representative.
	 
	 	4.	 	Grading shall cease in the area of a cultural artifact or potential
cultural artifact as delineated by the Project Archaeologist or his/her designated
representative. Grading should continue in other areas of the site while
particular find are investigated; and
	 
	 	5.	 	If cultural artifacts are uncovered during grading, they shall be
examined by a professional archaeologist subject to MM CR-3, and
decisions shall be made as to mitigation, treatment and/or disposition
in consultation with the culturally affiliated Tribe(s), as determined by
the City. A mitigation-monitoring report must accompany the artifacts.

	 	 	 

	P65.

	 	MM CR-3. Should buried prehistoric cultural resources be encountered during
monitoring, the resources shall be evaluated for significance in consultation
with the culturally affiliated Tribe(s), as determined by the City, following
CEQA Guidelines prior to continuance of grading in the area.
	 
	 	 
	P66.

	 	MM CR-4. The City of Moreno Valley shall designate culturally affiliated
Tribe(s) to monitor the project. Qualified representatives of the Tribal Group(s)
shall be granted access to the project site to monitor all activities monitored
by the Project Archaeologist.
	 
	 	 
	P67.

	 	MM CR-5. (GP) Prior to the issuance of a grading permit, a City-approved Project
Paleontologist shall be retained to initiate and supervise paleontological mitigation-monitoring in all areas of the project,
subject to certain constraints found below:

	 	1.	 	Once excavations reach ten (10) feet in depth, monitoring of
excavation in areas identified as likely to contain paleontologic resources
by a

Resolution
No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

23

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 24

	 	 	 	qualified paleontologic monitor or his/her representative must take
place.
	 
	 	2.	 	Paleontological monitors shall be equipped to salvage fossils as they
are unearthed to avoid construction delays and to remove samples of
sediments that are likely to contain the remains of small fossil
invertebrates and vertebrates.
	 
	 	3.	 	Monitors shall be empowered to temporarily halt or divert equipment to
allow removal of abundant or large specimens, and,
	 
	 	4.	 	Monitoring may be reduced if the potentially fossiliferous units
described herein are not present, or, if present, are determined upon
exposure and examination by qualified paleontologic personnel to have low
potential to contain fossil resources.

	 	 	 

	P68.

	 	MM CR-6. Although considered unlikely, there is always the possibility that
ground-disturbing activities may uncover previously unknown human remains. Should
this occur, Section 7050.5 of the California Health and Safety Code applies, and
the following procedures shall be followed.
	 

	 	 
In the event of an accidental discovery or recognition of any human remains,
California Health & Safety Code 7050.5 and California Public Resource Code (PRC)
Section 5097.98 must be followed. In this instance, once project-related
earthmoving begins and if there is accidental discovery or recognition of any
human remains, the following steps shall be taken:

	 	1.	 	There shall be no further excavation or disturbance of the site or
any nearby area reasonably suspected to overlie adjacent human remains
until a determination as to disposition and treatment is made. The
Riverside County Coroner shall be contacted to determine if the remains are
Native American and if an investigation of the cause of death is required.
If the coroner determines the remains to be Native American, the coroner
shall contact the NAHC within 24 hours to allow the NAHC to identify the
person or persons it believes to be the “most likely descendant” (MLD) of
the deceased Native American. The MLD may make recommendations and enter
into consultation with the landowner, for means of treating or disposing
of, with appropriate dignity, the human remains and any associated grave
goods as provided in PRC Section 5097.98.

Resolution
No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

24

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 25

	 	 	 

	P69.

	 	The project will be subject to the City’s Grading Ordinance and all applicable
California Building Codes. MM GEO-1. During excavation and grading activities a
qualified engineering geologist shall observe the in-grading excavation to confirm
the absence of any fault features within the building site. If any currently unknown
fault features are observed, such features shall be evaluated by the geologist and, if
determined necessary, remediation measures or other measures as appropriate shall be
implemented to address such features in accordance with applicable City and State
requirements. The geologist’s record of observations shall be summarized in a final
report to be submitted to the City at the conclusion of excavation/grading activities.
	 
	 	 
	P70.

	 	MM HH-1. The fire protection system shall be designed per National Fire Protection
Agency (NFPA) 13 to provide an Early Suppression Fast Response (ESFR) sprinkler
system protection. Temperature rating of sprinkler heads to be per the Fire
Department’s requirements.
	 
	 	 
	P71.

	 	MM HH-2. A complete on-site fire protection underground system shall be provided per
NFPA 24 and specific requirements of the local authorities. This system shall include
hydrants, sectional valves, backflow prevention, and Fire Department connections.
	 
	 	 
	P72.

	 	MM HH-3. Riser assemblies shall include mechanical alarm valves.
System control valves shall either be riser mounted with wall post
extensions or exterior post indicator valves as required by the local
authority. All required devices for central station alarm system
interface shall be provided.
	 
	 	 
	P73.

	 	MM HH-4. System design, material, and installation shall comply
with NFPA 13 and the other previous NFPA standards. It shall also
comply with CBC and UFC standards. Approvals will also be obtained
from the owner’s insurance authority.
	 
	 	 
	P74.

	 	MM LU-1. A deed restricted area to the south of the project
property line, precluding the establishment of sensitive receptors, is
required. The documents necessary to execute the deed restriction
shall be submitted to the City of Moreno Valley prior to the issuance
of a building permit. Prior to the issuance of a Certificate of
Occupancy, the area depicted on Exhibit 5.3-1 ‘Proposed Buffer
Area’ from the southern property line of the project between Redlands
Boulevard and Theodore Street shall be deed-restricted in a manner

Resolution
No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

25

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 26

	 	 	 

	 

	 	acceptable to the City of Moreno Valley to preclude the establishment of
sensitive receptors including residences, hospitals, convalescent homes, day-care
centers, and schools within this area. (MM AQ-13)
	 
	 	 
	  P75.

	 	MM N-1. No Construction Vehicles on Redlands Boulevard south of Future Eucalyptus
Avenue. Other than construction vehicles necessary for identified offsite
improvements within Redlands Boulevard, no construction vehicles shall be allowed
in the vicinity of any residences on Redlands Boulevard south of existing
Fir/future Eucalyptus Avenue. The prohibition for construction traffic shall apply
to all phases of the proposed project.
	 
	 	 
	*P76.

	 	MM N-2. No nighttime grading or construction within 1,200 Feet of Residences south of
Future Eucalyptus Avenue. City grading hours are from 7 a.m. to 8 p.m., Monday through
Friday. No grading or construction activities shall occur at night (8 p.m. to 7 a.m.) within
1,200 feet from any noise-sensitive land uses (i.e. occupied residences including yard
areas, schools, etc.) located south of SR-60 (Exhibit 5.11-6 shows the current location of
occupied residences). Prior to the issuance of a grading permit, the project applicant shall
submit a Noise Reduction Compliance Plan (NRCP) to the City as part of the grading permit
submittal showing the limits of nighttime construction based on the location of occupied
residential dwellings and their associated parcels, and other noise sensitive uses. The
limits of nighttime grading or construction shall be shown on the NRCP and grading plan
submitted to the City.
	 
	 	 
	 

	 	The limits of construction allowed at night shall be staked or posted on site, and
contractors will be provided with a copy of the plan showing the limits of nighttime
construction.
	 
	 	 
	 

	 	In the event any new residential units or other noise sensitive land uses are built and
occupied in the vicinity of the project site prior to completion of Phase 1 construction,
nighttime construction and grading activities shall be prohibited within 1,200 feet of such
residences. Compliance shall be demonstrated through a modification of the NRCP.
	 
	 	 
	 

	 	With the implementation of this mitigation measure, the loudest noise level that would be
experienced at any developed residential parcel would be less than 55 dBA (Leq) during the
nighttime, and this level would be consistent with the limits established in the City’s
Noise Ordinance. Compliance with these standards during Phase 1 construction of the
project should be assured

Resolution
No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

26

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 27

	 	 	 

	 

	 	through the Noise Reduction Compliance Plan (NRCP) and periodic
monitoring of noise levels at developed residential parcels within 1,200 feet
of the project site.
	 
	 	 
	P77.

	 	MM N-3. Daytime Construction Noise. City grading hours are from 7 a.m. to 8
p.m., Monday through Friday. If project site grading activities must occur
within 560 feet of noise-sensitive land uses during the daytime (7 a.m. to 8
p.m.), then temporary sound barriers of sufficient height and density to
reduce daytime noise levels to 60 dBA (Leq) or less shall be placed between the
grading activities and the noise-sensitive land uses. Prior to the issuance of
a grading permit, the developer shall submit a NRCP to the City as part of the
grading permit submittal showing the limits of daytime construction based on
the 560 foot setback in relation to the location of occupied residential
dwellings and their associated parcels and other noises sensitive uses.
	 
	 	 
	 

	 	In the event any new residential units or other noise sensitive land uses are
built and occupied in the vicinity of the project site prior to completion of
Phase 1 construction, the NRCP shall be modified to show a the revised new 560
foot setback for day time construction and grading activities in relation to
the new residences.
	 
	 	 
	 

	 	With the implementation of this mitigation measure the loudest noise level
that would be experienced at any developed residential parcel would be less
than 60 dBA (Leq) during the daytime, and these levels would be consistent
with the limits established in the City’s Noise Ordinance. Compliance with
these standards during Phase 1 construction of the project should be assured
through the NRCP and periodic monitoring of noise levels at developed
residential parcels within 560 feet of the project site. This mitigation
measure does not apply to off-site construction.
	 
	 	 
	P78.

	 	MM N-4. Require Equipment Maintenance. All construction equipment shall be
maintained in good working order and fitted with the appropriate silencers,
mufflers or acoustic covers where applicable.
	 
	 	 
	P79.

	 	MM N-5. Locate Material Stockpiles 1,200 Feet from Residences
south of the Freeway. Material stockpiles shall be located at least
1,200 feet from residences south of future Eucalyptus Avenue along
Theodore Street and Redlands Boulevard. Remotely locating the
stockpiles reduces the noise at the residences from equipment
traveling to and from the stockpiles and the

Resolution No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

27

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 28

	 	 	 

	 

	 	noise that is sometimes associated with handling of material.
	 
	 	 
	P80.

	 	MM TT-1. (CO)Prior to issuance of Certificate of Occupancy for Phase 1, turn
lanes shall be improved along Theodore Street at SR-60 and at Eucalyptus
Avenue. In addition, minor pavement shall be added to the Eastbound and West
bound State Route 60 Freeway ramp intersections with Theodore Street to
accommodate truck turning movements. These proposed improvements should enhance
safety and improve mobility between the freeway and Eucalyptus Avenue.
	 
	 	 
	P81.

	 	MM TT-2. Concurrent with the submittal of the plot plan for Phase 3 of the
proposed project, the project applicant shall submit a supplemental traffic
study assessing the project’s contribution to the traffic impacts at the
Redlands Boulevard intersection with SR-60 ramps, as well as Theodore Street at
SR-60. Approval of the supplemental traffic study must occur prior to the
approval of entitlements for the Phase 3 Plot Plan. The project applicant shall
contribute to the costs of the interim intersection improvements required to
provide adequate capacity for all phases of the project. Said contribution
shall be on a fair-share basis considering the buildout of adjacent areas.
Payment of such costs shall be provided prior to the issuance of a building
permit for Phase 3. If the timing of Phase 3 of the project precedes the
planned interim improvements, the project shall be required to construct
interim improvements needed to provide adequate capacity to serve the project.
	 
	 	 
	P82.

	 	MM TT-3. The project applicant shall construct the easterly leg of the
intersection located at Redlands Boulevard and Eucalyptus Avenue at the
ultimate design required to provide adequate capacity for all phases of the
project and buildout of the adjacent areas. The design tentatively consists of a
dedicated westbound left turn lane, two westbound through lanes and a dedicated
westbound right turn lane. Final geometries shall be determined after receiving
the supplemental traffic study identified in MM TT 2. Construction of required
improvements shall be completed prior to the issuance of occupancy permits for
Phase 3 of the project.
	 
	 	 
	P83.

	 	MM TT(C)-1. (CO) Prior to issuance of certificate of occupancy for Phase 1 of
the project, turn lanes shall be provided along Theodore Street at SR-60 and at
Eucalyptus Avenue. In addition, minor pavement shall be added to the

Resolution No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

28

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 29

	 	 	 

	 

	 	Eastbound and West bound State Route 60 Freeway ramp intersections with
Theodore Street to accommodate truck turning movements These proposed
improvements should enhance safety and improve mobility between the freeway and
Eucalyptus Avenue.
	 
	 	 
	P84.

	 	MM TT(C)-2. The short-range analysis shows project impacts at the Redlands
Boulevard interchange and at the Redlands Boulevard/Eucalyptus Avenue
intersection. At the interchange, improvements are planned and the project shall
participate on a fair share basis if private funding is needed. If the timing of
Phase 3 of the project precedes the planned interchange improvements, the project
shall contribute to interim improvement to provide adequate capacity until the
ultimate improvements are completed. These interim improvements include additions
of left and right turn lanes at Redlands Boulevard, SR 60 Ramps, and Eucalyptus
Avenue. The interim improvements would be the shared responsibility of the
proposed project and cumulative projects. Fair share participation and/or
contribution to interim improvements, as applicable, shall be required prior to
the issuance of a building permit for Phase 3 of the project
	 
	 	 
	P85.

	 	MM TT(C)-3. At the time of the submittal of the plot plan for Phase 3 of the
proposed project, the applicant shall submit a supplemental traffic study
assessing the project’s contribution to the impacts at the Redlands Boulevard
intersection with SR-60 ramps, as well as Theodore Street at SR-60. The developer
shall contribute to the costs on a fair share basis of the intersection
improvements required to provide adequate capacity for all phases of the project
and buildout of the adjacent areas. If the timing of Phase 3 of the project
precedes the planned improvements, the project shall be required to construct
interim improvements to provide adequate capacity until the ultimate improvements
are completed.
	 
	 	 
	P86.

	 	MM W-1. Prior to issuance of a Precise Grading Permit, Planting and Irrigation
Plans shall be submitted for review and prior to the issuance of a building
permit, approved by the City. Such plans shall contain the following components:

	 	•	 	The plans shall incorporate water conservation principles as detailed
in the Moreno Valley Municipal Code § 9.17.030 Landscape and irrigation
design standards.

Resolution
No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

29

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 30

	 	•	 	Plant types shall be grouped together according to their water, soil,
sun and shade requirements and in relationship to the buildings. Plants
with different water needs shall be irrigated separately.
	 
	 	•	 	Plans shall be
designed in accordance with soil tests to determine appropriate
specifications of soil amendments and to facilitate selection of
water-efficient plant species suitable for the site. Soil amendments such
as compost shall be provided to improve water-holding capacity of soil,
where soil conditions warrant.
	 
	 	•	 	All exposed surfaces of non-turf areas
within the developed landscape area shall be mulched with a minimum three
inch (3”) layer of material, except in areas with groundcover planted from
flats where mulch depth shall be one and one half inches (1.5”).
	 
	 	•	 	Turf areas shall be limited to public gathering areas and used in
compliance with City approved water budget formula(s) and specifications.
	 
	 	•	 	All irrigation systems shall be designed to prevent runoff, over-spray, low
head drainage (occurs where sprinkler systems are installed in sloped
areas) and other similar conditions where water flows offsite on to
adjacent property, non-irrigated areas, walk, roadways, or structures.
Irrigation systems shall be designed, constructed, managed, and maintained
to achieve as high an overall efficiency as possible.
	 
	 	•	 	Landscaped areas
shall be provided with a) smart irrigation controllers which automatically
adjusts the frequency and/or duration of irrigation events in response to
changing weather conditions; b) rain-sensing devices to prevent irrigation
during rainy weather; c) anti-drain check valves installed at strategic
points to minimize or prevent low-head drainage; and d) pressure regulators
when the static water pressure exceeds the maximum recommended operating
pressure of the irrigation system.
	 
	 	•	 	The planting areas shall be grouped in relation to moisture control zones
based on similarity of water requirements (i.e., turf separate from shrub
and groundcover, full sun exposure areas separate from shade areas; top of
slope separate from toe of slope).

	 	 	 

	P87.

	 	MM GCC-1. The project shall be designed to meet applicable 2008
Title 24 energy efficiency requirements, or any more stringent
requirements that may be adopted prior to the issuance of building
permits for the project.

Resolution
No. 2009-11

Exhibit A Date

Adopted: February 10, 2009

30

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 31

	 	 	 

	P88.

	 	MM GCC-2. All buildings shall be designed with “cool roofs” using products
certified by the Cool Roof Rating Council, and exposed roof surfaces shall use
“cool paints.”
	 
	 	 
	P89.

	 	MM GCC-3. The project shall install a photovoltaic array (solar panels) or
other source of renewable energy generation on-site, or otherwise acquire
energy from the local utility that has been generated by renewable sources, to
meet the project’s Phase 1 office electricity needs.
	 
	 	 
	P90.

	 	MM GCC-4. The design and operation of the project shall use
ENERGY STAR-qualified energy efficient products for heating and cooling systems,
and for built-in appliances and lighting.
	 
	 	 
	P91.

	 	MM GCC-5. To reduce vehicle miles traveled and emissions associated with
trucks and vehicles, the following measures shall be implemented to the
satisfaction of the Community Development Director, Public Works Director,
Building Official and Transportation Division Manager:

	 	a)	 	Onsite secure, weather-protected bicycle storage parking shall be
provided. Onsite showers (one for males and one for females) and
lockers for employees shall be provided in each building. Onsite
convenient bicycle parking shall be provided for retail customers.
	 
	 	b)	 	Any traffic lights installed as part of this project shall use Light
Emitting Diodes.
	 
	 	c)	 	Pedestrian and bicycle connections shall be provided to surrounding
areas consistent with the Existing General Plan.
	 
	 	d)	 	A Transportation Management Association (TMA) shall be established
for the project by the applicant. The TMA shall coordinate its efforts
with other TMAs in the City and encourage and coordinate carpooling
by occupants of the project. The TMA shall advertise its services to the
building occupants. The TMA shall offer transit or other incentives to
the employees to reduce greenhouse gas emissions. A shuttle shall be
provided during any one hour period where the number of employees
using public transit exceeds 20 during the period. The TMA shall
distribute public transportation information to its employees. The TMA
shall provide electronic message board space for coordinating rides.

Resolution
No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

31

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 32

	 	 	 	Within two months after project completion, the TMA shall submit a plan to the City
that outlines the measures the TMA has implemented and contact information.
	 
	 	e)	 	There shall be preferential parking for carpools, vanpools, and
alternatively fueled vehicles.

	 	 	 

	P92.

	 	MM GCC-6. The project shall provide a minimum of two electric vehicle-charging stations.
	 
	 	 
	P93.

	 	MM GCC-7. During onsite construction phases of mass grading, fine grading, and building
(excluding asphalt paving, trenching, and offsite improvements), off-road construction
equipment shall use biodiesel fuel (a minimum of B20, or 20 percent of biodiesel).
Construction equipment exempt from this measure include those with warranties that would be
voided if B20 biodiesel fuel is used. Prior to issuance of grading permits, the applicant
shall provide documentation to the City that verifies that certain equipment are exempt; that
a biodiesel supply has been secured; and that the construction contractor is aware that the
use of biodiesel is required.
	 
	 	 
	P94.

	 	MM GCC-8. Prior to issuance of a grading permit, the project shall have in place a
City-approved Solid Waste Diversion and Recycling Plan that demonstrates the diversion and
recycling of all salvageable and re-useable wood, metal, plastic and paper products used
during project construction. A similar Plan shall be in place prior to occupancy that
demonstrates the diversion and recycling of all wood, metal, plastic and paper products
during on-going operation of the warehouse and office portions of the project. The Plans
shall include the name of the waste hauler, their assumed destination for all waste and
recycled materials, and the procedures that will be followed to ensure implementation of this
measure.
	 
	 	 
	P95.

	 	MM GCC-9. The project shall be certifiable under Leadership in Energy and Environmental
Design (LEED). The project shall obtain the following credits from the LEED for New
Construction & Major Renovations, version 2.2 (or equivalent): Sustainable Sites Credit 7.1: Heat Island Effect, Non-Roof; LEED Energy & Atmosphere Credit 1, Optimize Energy Performance,
in part through installing skylights and utilizing energy efficient lighting. Demonstration of

Resolution
No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

32

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 33

	 	 	 

	 

	 	certifiability shall be provided to the satisfaction of the City, prior
to the issuance of building permits.
	 
	 	 
	P96.

	 	MM GCC-10. The project shall be designed to accommodate trucks utilizing
“SmartWay Truck Efficiency” emission reduction features. Trailer tails
(extenders) are incompatible with loading docks and are exempt from this
measure.
	 
	 	 
	P97.

	 	MM GCC-11. Every truck that enters the site with a gross vehicle weight rating
over 10,000 pounds shall have an Engine Certification Label. If it does not
have the label, it shall be prohibited from entering the project site.

Building and Safety Division

	 	 	 

	B1.

	 	The above project shall comply with the current California Codes (CBC, CEC,
CMC and the CPC) as well as all other city ordinances. All new projects shall
provide a soils report. Plans shall be submitted to the Building Department as
a separate submittal.
	 
	 	 
	 

	 	COMMERCIAL, INDUSTRIAL, MULTI-FAMILY PROJECTS INCLUDING CONDOMINIUMS,
TOWNHOMES, DUPLEXES AND TRIPLEX BUILDINGS REQUIRE THE FOLLOWING.
	 
	 	 
	 

	 	Prior to final inspection, all plans will be placed on a CD Rom for reference
and verification. Plans will include “as built” plans, revisions and changes.
The CD will also include Title 24 energy calculations, structural calculations
and all other pertinent information. It will be the responsibility of the
developer and or the building or property owner(s) to bear all costs required
for this process. The CD will be presented to the Building Department for
review prior to final inspection and building occupancy. The CD will become the
property of the Moreno Valley Building Department at that time. In addition, a
site plan showing the path of travel from public right of way and building to
building access with elevations will be required. (Advisory)
	 
	 	 
	B2.

	 	(BP) Prior to the issuance of a building permit, the applicant
shall submit a properly completed “Waste Management Plan” (WMP), as
required, to the Compliance Official (Building Official) as a portion
of the building or demolition permit process. (Advisory)

Resolution
No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

33

 

PLANNING DIVISION

CONDITIONS OF APPROVAL

PAGE 34

SCHOOL DISTRICT

	 	 	 

	S1.

	 	(BP) Prior to issuance of building permits, the developer shall provide to the
Community Development Director a written certification by the
affected school
district that either: (1) the project has complied with the fee or other exaction
levied on the project by the governing board of the district, pursuant to
Government Code Section 65996; or (2) the fee or other requirement does not apply
to the project. (Advisory)

UNITED STATES POSTAL SERVICE

	 	 	 

	PO1.

	 	(BP) Prior to the issuance of building permits, the developer shall contact the
U.S. Postal Service to determine the appropriate type and location of mailboxes.
(Advisory)

* Modified by the City Council at their meeting on 2/10/09

Markg/2007/PA07-0088 thorough PA07-0091

Resolution
No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

34

 

CITY OF MORENO VALLEY

COMMENTS — PLOT PLAN

Case No: PA07-0088 through PA07-0091 and P07-157

APN: 488-350-001 through 002 and 488-360-001 through 012

DATE: 12/19/08

FIRE PREVENTION BUREAU

          1. The following Standard Conditions shall apply.

With respect to the conditions of approval, the following fire protection measures shall be
provided in accordance with Moreno Valley City Ordinances and/or recognized fire protection
standards:

	 	 	 

	F4.
	 	During phased construction, dead end roadways and streets which have not been completed
shall have a turn-around capable of accommodating fire apparatus. (CFC 503.1 and 503.2.5)
(ADVISORY)

	 	 	 

	F5.
	 	Prior to issuance of Building Permits, the applicant/developer shall provide the Fire
Prevention Bureau with an approved site plan for Fire Lanes and signage. (MVMC 8.36.050 and
CFC 501.3) (ADVISORY)

	 	 	 

	F6.
	 	Prior to building construction, all locations where structures are to be built shall have an
approved Fire Department emergency vehicular access road (all weather surface) capable of
sustaining an imposed load of 80,000 lbs. GVW, based on street standards approved by the
Public Works Director and the Fire Prevention Bureau. (CFC 501.4 and MVMC 8.36.050 Section A)
(ADVISORY)

	 	 	 

	F7.
	 	Prior to building construction, fire lanes and fire apparatus access roads shall have an
unobstructed width of not less the twenty-four (24) or thirty
(30) feet as approved by the
Fire Prevention Bureau and an unobstructed vertical clearance of not less the thirteen (13)
feet six (6) inches. (CFC 503.2.1.1 and MVMC 8.36.050) (ADVISORY)

	 	 	 

	F8.
	 	All
roads, driveways and private roads shall not exceed 12 percent grade. (CFC 503.2.7 and
MVMC 8.36.050) (ADVISORY)

	 	 	 

	F9.
	 	If construction is phased, each phase shall provide an approved emergency vehicular access
way for fire protection prior to any building construction. (CFC 501.4 and MVMC 8.36.050
Section A) (ADVISORY)

	 	 	 

	F10.
	 	Prior to construction, all locations where structures are to be built shall have an approved
Fire Department access based on street standards approved by the Public Works Director and
the Fire Prevention Bureau. (CFC 501.3 and MVMC 8.36.050) (ADVISORY)

      

					
	 
	 	35
	 	Resolution No. 2009 -11

Exhibit A

Date Adopted: February 10, 2009

 

 

	 	 	 

	F11.
	 	Prior to building construction, dead end roadways and streets which have not been
completed shall have a turnaround capable of accommodating fire apparatus. (CFC
503.2.5. and MVMC 8.36.050) (ADVISORY)

	 	 	 

	F12.
	 	Prior to issuance of Building Permits, the applicant/developer shall participate in the Fire
Impact Mitigation Program. (Fee Resolution as adopted by City Council)

	 	 	 

	F13.
	 	Prior to issuance of Building Permits, the applicant/developer shall furnish one copy of the
water system plans to the Fire Prevention Bureau for review. Plans shall:

	 	a)	 	Be signed by a registered civil engineer or a certified fire protection engineer;
	 
	 	b)	 	Contain a Fire Prevention Bureau approval signature block; and
	 
	 	c)	 	Conform to hydrant type, location, spacing of new and existing
hydrants and minimum fire flow required as determined by the Fire Prevention Bureau.

	 	 	 

	 	 	After the local water company signs the plans, the originals shall be presented to the Fire
Prevention Bureau for signatures. The required water system, including fire hydrants, shall
be installed, made serviceable, and be accepted by the Moreno Valley Fire Department prior
to Certificate of occupancy. They shall be maintained accessible. The interim Fire Master
Plan (invasion line) will provide temporary fire protection during construction.

	 	 	 

	 	 	Existing fire hydrants on public streets are allowed to be considered available. Existing
fire hydrants on adjacent properties shall not be considered
available unless fire
apparatus access roads extend between properties and easements are established to prevent
obstruction of such roads. (CFC 508.1 and MVMC 8.36.100) (ADVISORY)

	 	 	 

	F14.
	 	Prior to issuance of Certificate of Occupancy or Building Final, “Blue Reflective Markers”
shall be installed to identify fire hydrant locations in accordance with City
specifications. (CFC 510.1) (ADVISORY)

	 	 	 

	F15.
	 	Prior to issuance of Certificate of Occupancy or Building Final, all commercial
buildings shall display street numbers in a prominent location on the street side and
rear access locations. The numerals shall be a minimum of twelve (12) inches in height for
buildings and six (6) inches in height for suite identification on a contrasting background.
Unobstructed lighting of the address(s) shall be by means approved by the Fire Prevention
Bureau and Police Department. In multiple suite centers (strip malls), businesses shall post
the name of the business on the rear door(s). (CFC 505.1) (ADVISORY)

	 	 	 

	F16.
	 	Prior to issuance of Certificate of Occupancy or Building Final, the applicant/developer
shall install a fire sprinkler system based on square footage and type of construction,
occupancy or use. Fire sprinkler plans shall be submitted to the Fire Prevention Bureau for
approval prior to installation. (CFC Chapter 9) (ADVISORY)

      

					
	 
	 	36
	 	Resolution No. 2009 -11

Exhibit A

Date Adopted: February 10, 2009

 

 

	 	 	 

	F17.
	 	Prior to issuance of Certificate of Occupancy or Building Final, the
applicant/developer shall install a fire alarm system monitored by an approved
Underwriters Laboratory listed central station based on a requirement for monitoring the
sprinkler system, occupancy or use. Fire alarm panel shall be accessible from exterior of
building in an approved location. Plans shall be submitted to the Fire Prevention Bureau
for approval prior to installation. (CFC Chapter 9 and MVMC 8.36.070) (ADVISORY)

	 	 	 

	F18.
	 	Prior to issuance of a Certificate of Occupancy or Building Final, a “Knox Box Rapid Entry
System” shall be provided. The Knox-Box shall be installed in an accessible location approved
by the Fire Chief. The Knox-Box shall be supervised by the alarm system and all exterior
security emergency access gates shall be electronically operated and be provided with Knox
key switches for access by emergency personnel. (CFC 506.1) (ADVISORY)

	 	 	 

	F19.
	 	Prior to issuance of Certificate of Occupancy or Building Final, the applicant/developer
shall be responsible for obtaining underground and/or above ground tank permits for the
storage of combustible liquids, flammable liquids, or any other hazardous materials from both
the County of Riverside Community Health Agency Department of Environmental Health and the
Fire Prevention Bureau. (CFC 3401.4 and 2701.5) (ADVISORY)

	 	 	 

	F20.
	 	Prior to issuance of Certificate of Occupancy, approval shall be required from the County of
Riverside Community Health Agency (Department of Environmental Health) and Moreno Valley Fire
Prevention Bureau to maintain, store, use, handle materials, or conduct processes which
produce conditions hazardous to life or property, and to install equipment used in connection
with such activities. (CFC 2701.5) (ADVISORY)

	 	 	 

	F21.
	 	Prior to issuance of Certificate of Occupancy or Building Final, the applicant/developer must
submit a simple plot plan, a simple floor plan, and other plans as requested, each as an
electronic file in .dwg format, to the Fire Prevention Bureau. Alternate file formats may
be acceptable with approval by the Fire Chief.

	 	 	 

	F22.
	 	The angle of approach and departure for any means of Fire Department access shall not exceed
1 ft drop in 20 ft (0.3 m drop in 6 m), and the design limitations of the fire apparatus of
the Fire Department shall be subject to approval by the AHJ. (CFC 503.2.7 and MVMC 8.36.050
Section I) (ADVISORY)

	 	 	 

	F23.
	 	Prior to issuance of the building permit for development, independent paved access to the
nearest paved road, maintained by the City shall be designed and constructed by the developer
within the public right of way in accordance with City Standards. (MVMC 8.36.050) (ADVISORY)

	 	 	 

	F24.
	 	Complete plans and specifications for fire alarm systems, fire-extinguishing systems
(including automatic sprinklers or standpipe systems), clean agent systems (or other special
types of automatic fire-extinguishing systems), as well as other fire-protection systems and
appurtenances thereto shall be submitted to the Moreno Valley Fire Prevention Bureau for
review and approval prior to

      

					
	 
	 	37
	 	Resolution No. 2009 -11

Exhibit A

Date Adopted: February 10, 2009

 

 

	 	 	 

	 	 	system installation. Submittals shall be in accordance with CFC Chapter 9 and associated
accepted national standards. (ADVISORY)

	 	 	 

	F25.
	 	A permit is required to maintain, store, use or handle materials, or to conduct processes
which, produce conditions hazardous to life or property, or to install equipment used in
connection with such activities. Such permits shall not be construed as authority to violate,
cancel or set aside any of the provisions of this code. Such permit shall not take the place
of any license required by law. Applications for permits shall be made to the Fire
Prevention Bureau in such form and detail as prescribed by the Bureau. Applications for
permits shall be accompanied by such plans as required by the Bureau. Permits shall be kept
on the premises designated therein at all times and shall be posted in a conspicuous location on the premises or shall be kept on the premises in a location designated by the
Fire Chief. Permits shall be subject to inspection at all times by an officer of the fire
department or other persons authorized by the Fire Chief in accordance with Appendix Chapter
1 and MVMC 8.36.100. (ADVISORY)

	 	 	 

	F26.
	 	Approval of the safety precautions required for buildings being constructed, altered or
demolished shall be required by the Fire Chief in addition to other approvals required for
specific operations or processes associated with such construction, alteration or demolition.
(CFC Chapter 14) (ADVISORY)

	 	 	 

	F27.
	 	Prior to issuance of Certificate of Occupancy, permits are required to store, dispense, use
or handle hazardous material. Each application for a permit shall include a hazardous
materials management plan (HMMP). The location of the HMMP shall be posted adjacent to
(other) permits when an HMMP is provided. The HMMP shall include a facility site plan
designating the following:

	 	a)	 	Storage and use areas;
	 	b)	 	Maximum amount of each material stored or used in each area;
	 	c)	 	Range of container sizes;
	 	d)	 	Locations of emergency isolation and mitigation valves and devises;
	 	e)	 	Product conveying piping containing liquids or gases, other than
utility-owned fuel gas lines and low-pressure fuel gas lines;
	 	f)	 	On and off positions of valves for valves which are of the
self-indicating type;
	 	g)	 	Storage plan showing the intended storage arrangement, including
the location and dimensions of aisles. The plans shall be legible and
approximately to scale. Separate distribution systems are allowed to be
shown on separate pages; and
h) Site plan showing all adjacent/neighboring structures and use.
	 	h)	 	Site plan showing all adjacent/neighboring structures and use.

	 	 	 

	 	 	NOTE: Each application for a permit shall include a hazardous materials inventory
statement (HMIS). (ADVISORY)

	 	 	 

	F28.
	 	Before a Hazardous Materials permit is issued, the Fire Chief shall inspect and approve the
receptacles, vehicles, buildings, devices, premises, storage spaces or areas to be used. In
instances where laws or regulations are enforceable by departments other than the Fire
Prevention Bureau, joint approval shall be obtained from all departments concerned. (CFC
Appendix H) (ADVISORY)

					
	 
	 	38
	 	Resolution No. 2009 -11

Exhibit A

Date Adopted: February 10, 2009

 

 

	 	 	 

	F29.
	 	Construction or work for which the Fire Prevention Bureau’s approval is required
shall be subject to inspection by the Fire Chief and such construction or work shall
remain accessible and exposed for inspection purposes until approved. (CFC Section 106)
(ADVISORY)

	 	 	 

	F30.
	 	The Fire Prevention Bureau shall maintain the authority to inspect, as often as necessary,
buildings and premises, including such other hazards or appliances designated by the Fire
Chief for the purpose of ascertaining and causing to be corrected any conditions which would
reasonably tend to cause fire or contribute to its spread, or any violation of the purpose
or provisions of this code and of any other law or standard affecting fire safety. (CFC
Section 106) (ADVISORY)

	 	 	 

	F31.
	 	Permit requirements issued, which designate specific occupancy requirements for a
particular dwelling, occupancy, or use, shall remain in effect until such time as amended by
the Fire Chief. (CFC Section 104) (ADVISORY)

	 	 	 

	F32.
	 	In accordance with the California Fire Code Appendix Chapter 1, where no applicable
standards or requirements are set forth in this code, or contained within other laws, codes,
regulations, ordinances or bylaws adopted by the jurisdiction, compliance with applicable
standards of the National Fire Protection Association or other nationally recognized fire
safety standards as are approved shall be deemed as prima facie evidence of compliance with
the intent of this code as approved by the Fire Chief. (CFC Section 102.7) (ADVISORY)

	 	 	 

	F33.
	 	Any alterations, demolitions, or change in design, occupancy and use of buildings or site
will require plan submittal to the Fire Prevention Bureau with review and approval prior to
installation. (CFC Appendix Chapter 1) (ADVISORY)

	 	 	 

	F34.
	 	Prior to installation, Emergency and Fire Protection Plans shall be provided when required
by the Fire Prevention Bureau. (CFC Section 105) (ADVISORY)

	 	 	 

	F35.
	 	Prior to Certificate of Occupancy all locations where medians are constructed and prohibit
vehicular ingress/egress into or away from the site, provisions must be made to construct a
median-crossover at all locations determined by the Fire Marshal and the City Engineer. Prior
to the construction, design plans will be submitted for review and approval by the City
Engineer and all applicable inspections conducted by Land Development Division.

	 	 	 

	F36.
	 	Prior to construction, all traffic calming designs/devices must be approved by the Fire
Marshal and City Engineer.

      

					
	 
	 	39
	 	Resolution No. 2009 -11

Exhibit A

Date Adopted: February 10, 2009

 

 

CITY OF MORENO VALLEY

PUBLIC WORKS DEPARTMENT — LAND DEVELOPMENT DIVISION

CONDITIONS OF APPROVAL

PA07-0088 Change of Zone

PA07-0089 General Plan Amendment

PA07-0091 Plot Plan

APN 488-350-001, 002 and APN 488360-001 thru -012

Note: All Special Conditions are in Bold lettering and follow the standard conditions.

PUBLIC WORKS DEPARTMENT — LAND DEVELOPMENT DIVISION

The following are the Public Works Department — Land Development Division Conditions of Approval
for this project and shall be completed at no cost to any government agency. All questions
regarding the intent of the following conditions shall be referred to
the Public Works Department — Land Development Division.

General Conditions

	 	 	 

	LD1.
	 	(G) The developer shall comply with all applicable City ordinances and resolutions including
the City’s Municipal Code (MC) and if subdividing land, the Government Code (GC) of the State
of California, specifically Sections 66410 through 66499.58, said sections also referred to
as the Subdivision Map Act (SMA). (MC 9.14.010) (Advisory)

	 	 	 

	LD2.
	 	(G) If the project involves the subdivision of land, maps may be developed in phases with the
approval of the City Engineer. Financial security shall be provided for all improvements
associated with each phase of the map. The boundaries of any multiple map increment shall be
subject to the approval of the City Engineer. The City Engineer may require the dedication and
construction of necessary utilities, streets or other improvements outside the area of any
particular map, if the improvements are needed for circulation, parking, access, or for the
welfare or safety of the public. (MC 9.14.080, GC 66412 and 66462.5) if the project does not
involve the subdivision of land and it is necessary to dedicate right-of-way/easements, the
developer shall make the appropriate offer of dedication by separate instrument. The City
Engineer may require the construction of necessary utilities, streets or other improvements
beyond the project boundary, if the improvements are needed for circulation, parking, access,
or for the welfare or safety of the public. (Advisory)

	 	 	 

	LD3.
	 	(G) It is understood that the plot plan correctly shows all existing easements, traveled
ways, and drainage courses, and that their omission may require the map or plans associated
with this application to be resubmitted for further consideration. (MC 9.14.040) (Advisory)

	 	 	 

	LD4.
	 	(G) In the event right-of-way or offsite easements are required to construct offsite
improvements necessary for the orderly development of the surrounding

      

					
	 
	 	40
	 	Resolution No. 2009 -11

Exhibit A

Date Adopted: February 10, 2009

 

 

	 	 	 

	 	 	area to meet the public health and safety needs, the developer shall make a
good faith effort to acquire the needed right-of-way in accordance with the
Land Development Division’s administrative policy. In the event that the
developer is unsuccessful, he shall enter into an agreement with the City to
acquire the necessary right-of-way or offsite easements and complete the
improvements at such time the City acquires the right-of-way or offsite
easements which will permit the improvements to be made. The developer shall be
responsible for all costs associated with the right-of-way or easement
acquisition per the Subdivision Map Act. (GC 66462.5) (Advisory)

	 	 	 

	LD5.
	 	(G) If improvements associated with this project are not initiated within two
years of the date of approval of the Public Improvement Agreement, the City
Engineer may require that the improvement cost estimate associated with the
project be modified to reflect current City construction costs in effect at the
time of request for an extension of time for the Public Improvement Agreement or
issuance of a permit. (Advisory)

	 	 	 

	LD6.
	 	(G) The developer shall monitor, supervise and control all construction and
construction supportive activities, so as to prevent these activities from causing
a public nuisance, including but not limited to, insuring strict adherence to the
following:

	 	a.	 	Removal of dirt, debris, or other construction material deposited on any public street no later than the end of each working day.
	 
	 	b.	 	Observance of working hours as stipulated on permits issued by the Public Works Department.
	 
	 	c.	 	The construction site shall accommodate the parking of all motor vehicles used by persons working at or providing deliveries to the
site.
	 
	 	d.	 	All dust control measures per South Coast Air Quality Management District (SCAQMD) requirements shall be adhered to during the grading operations.

	 	 	 

	 	 	Violation of any condition or restriction or prohibition set forth in these
conditions shall subject the owner, applicant, developer or contractor(s) to
remedies as noted in the City Municipal Code 8.14.090. In addition, the City
Engineer or Building Official may suspend all construction related activities
for violation of any condition, restriction or prohibition set forth in these
conditions until such time as it has been determined that all operations and
activities are in conformance with these conditions. (Advisory)

	 	 	 

	LD7.
	 	(G) The developer shall protect downstream properties from damage caused by alteration of drainage patterns, i.e., concentration or diversion of flow.
Protection shall be provided by constructing adequate drainage facilities, including, but not limited to, modifying existing facilities or by securing a drainage easement. (MC 9.14.110) (Advisory)

      

					
	 
	 	41
	 	Resolution No. 2009 -11

Exhibit A

Date Adopted: February 10, 2009

 

 

	 	 	 

	LD8.
	 	(G) Public drainage easements, when required, shall be a minimum of 25 feet wide and
shall be shown on the map and plan, and noted as follows: “Drainage Easement — no
structures, obstructions, or encroachments by land fills are allowed.” In addition, the
grade within the easement area shall not exceed a 3:1 (H:V) slope, unless approved by the
City Engineer. (Advisory)

	 	 	 

	LD9.
	 	(G) A detailed drainage study shall be submitted to the City Engineer for review and
approval at the time of any improvement or grading plan submittal. The study shall be
prepared by a registered civil engineer and shall include existing
and proposed hydrologic
conditions. Hydraulic calculations are required for all drainage control devices and storm
drain lines. (MC 9.14.110) (Advisory)

	 	 	 

	LD10.
	 	(G) The final conditions of approval issued by the Planning Division subsequent to Planning
Commission approval shall be photographically or electronically placed on mylar sheets and
included in the Grading and Street Improvement plan sets on twenty-four (24) inch by
thirty-six (36) inch mylar and submitted with the plans for plan check. These conditions of
approval shall become part of these plan sets and the approved plans shall be available in
the field during grading and construction. (Advisory)

	 	 	 

	LD11.
	 	(G) Upon approval of the plot plan by the Planning Commission, the Developer shall submit
the approved plot plan on compact disk in (.dxf) digital format to the Land Development
Division of the Public Works Department. (Advisory)

Prior to Grading Plan Approval or Grading Permit

	 	 	 

	LD12.
	 	(GPA) The grading plans, plans shall be drawn on twenty-four (24) inch by thirty-six (36)
inch mylar and signed by a registered civil engineer and other registered/licensed
professional as required. (Advisory)

	 	 	 

	LD13.
	 	(GPA) Grading plans shall comply with the City Grading ordinance, these Conditions of
Approval and the following criteria:

	 	a.	 	The project street and lot grading shall be designed in a manner that
perpetuates the existing natural drainage patterns with respect to tributary
drainage area and outlet points. Unless otherwise approved by the City Engineer, lot lines shall be located at the top of slopes.
	 
	 	b.	 	Any grading that creates cut or fill slopes adjacent to the street shall
provide erosion control, sight distance control, and slope easements as approved
by the City Engineer.
	 
	 	c.	 	A grading permit shall be obtained from the Public Works Department Land
Development Division prior to commencement of any grading outside of the City
maintained road right-of-way.
	 
	 	d.	 	All improvement plans are substantially complete and appropriate clearance and at-risk letters are provided to the City, (MC 9.14.030)

      

					
	 
	 	42
	 	Resolution No. 2009 -11

Exhibit A

Date Adopted: February 10, 2009

 

 

	 	e.	 	The developer shall submit a soils and geologic report to the Public
Works Department — Land Development Division. The report shall address the
soil’s stability and geological conditions of the site. (Advisory)

	 	 	 

	LD14.
	 	(GPA) Prior to grading plan approval, the developer shall select treatment
control best management practices (BMPs) that are medium to highly effective for
treating Pollutants of Concern (POC) for the project. Projects where National
Pollution Discharge Elimination System (NPDES) mandates water quality treatment
control best management practices (BMPs) shall be designed per the City of Moreno
Valley guidelines or as approved by the City Engineer. (Advisory)

	 	 	 

	LD15.
	 	(GPA, IP) Prior to approval of the grading plans or improvement plans for
project sites which are one acre or larger, the developer shall obtain the WQMP
number from the City’s Land Development Division, if a WQMP is required, and as a
condition of the State Water Quality Control Board, a Notice of Intent (NOI) for
an NPDES permit must be filed and a Waste Discharge Identification (W.D.I.D.)
permit number obtained from the State Water Quality Control Board. (Clean Water
Act) (Advisory)

	 	 	 

	LD16.
	 	(GPA) Prior to the rough grading plan approval, or issuance of a building
permit, if a grading permit is not required, the Developer shall:

	 	a.	 	Submit two (2) copies of the final project-specific Water Quality Management Plan (WQMP) for review by the City Engineer that:

	 	i.	 	Addresses Site Design Best Management Practices (BMPs)
such as minimizing impervious areas, maximizing permeability,
minimizes directly connected impervious areas to the City’s street and
storm drain systems, and conserves natural areas;
	 
	 	ii.	 	Incorporates Source Control BMPs and provides a detailed
description of their implementation;
	 
	 	iii.	 	Incorporates Treatment Control BMPs and provides
information regarding design considerations;
	 
	 	iv.	 	Describes the long-term operation and maintenance
requirements for BMPs requiring maintenance; and
	 
	 	v.	 	Describes the mechanism for funding the long-term
operation and maintenance of the BMPs.

	 	 	 

	 	 	A copy of the final WQMP template can be obtained on the City’s Website or by
contacting the Land Development Division of the Public Works Department.

	 	b.	 	Record a “Stormwater Treatment Device and Control Measure Access and Maintenance Covenant,” to provide public notice of the requirement to implement the approved final project-specific WQMP and the

      

					
	 
	 	43
	 	Resolution No. 2009 -11

Exhibit A

Date Adopted: February 10, 2009

 

 

	 	 	 	maintenance requirements associated with the WQMP. A boilerplate copy of
the “Stormwater Treatment Device and Control Measure Access and Maintenance
Covenant,” can be obtained by contacting the Land Development Division of
the Public Works Department. (Advisory)

	 	 	 

	LD17.
	 	(GPA) Prior to rough grading plan approval, or issuance of a building
permit, if a grading permit is not required, the Developer shall secure
approval of the final project-specific WQMP from the City Engineer.
(Advisory)

	 	 	 

	LD18.
	 	(GPA) Prior to rough grading plan approval, or issuance of a building
permit as determined by the City Engineer, the approved final
project-specific WQMP shall be incorporated by reference or attached to the
project’s Storm Water Pollution Prevention Plan as the Post-Construction
Management Plan. (Advisory)

	 	 	 

	LD19.
	 	(GPA) Prior to grading permit issuance, the developer shall prepare a
Storm Water Pollution Prevention Plan (SWPPP) in conformance with the
state’s Construction Activities Storm Water General Permit. A copy of the
current SWPPP shall be kept at the project site and be available for review
upon request. The SWPPP shall be submitted to the City’s Storm Water
Program Manager on compact disk(s) in Microsoft Word format. The developer
is required to bring the SWPPP to the grading pre-construction meeting.
(Advisory)

	 	 	 

	LD20.
	 	(GPA) Prior to the approval of the grading plans, the developer shall pay
any applicable remaining grading plan check fee. (Advisory)

	 	 	 

	LD21.
	 	(GPA/MA) Prior to the later of either grading plan or final map approval,
resolution of all drainage issues shall be as approved by the City Engineer.
(Advisory)

	 	 	 

	LD22.
	 	(GP) Prior to the issuance of a grading permit, the developer shall
submit a letter of permission to grade for a specific duration recorded
against each offsite parcel and an easement for slope purposes at final map
recordation. (Advisory)

	 	 	 

	LD23.
	 	(GP) Prior to issuance of a grading permit, if the fee has not already
been paid prior to map approval or prior to issuance of a building permit if
a grading permit is not required, the developer shall pay Area Drainage Plan
(ADP) fees. The developer shall provide a receipt to the City showing that
ADP fees have been paid to Riverside County Flood Control and Water
Conservation District. (MC 9.14.100)

	 	 	 

	LD24.
	 	(GP) Prior to issuance of a grading permit, the following securities
shall be submitted to the City:

	 	a.	 	Security, in the form of a cash deposit (preferable), letter of credit, or performance bond shall be required to be submitted as a guarantee

      

					
	 
	 	44
	 	Resolution No. 2009 -11

Exhibit A

Date Adopted: February 10, 2009

 

 

	 	 	 

	 	 	of the completion of the grading required as a condition of
approval of the project (MC 8.21.070)

	 	 	 

	b.
	 	Erosion control security as a guarantee of
the completion and maintenance of the erosion control
systems required as a condition of approval of the project.
The amount of the security shall be equal to one hundred
(100) percent of the total estimated cost of the erosion
control system(s). The permittee’s estimate of such cost
shall be based on the established unit costs available form
the city and shall be subject to the review and approval of
the city engineer. At least twenty-five (25) percent of the
required security shall be in cash and shall be deposited
with the city engineer. The remainder of the erosion control
security shall be subject to the approval of the City
Engineer and City Attorney, and consist of one or more of
the following:

			

	i.
	 	Cash deposit;

	ii.
	 	Bond

	iii.
	 	Certificate of Deposit

	iv.
	 	Letter of Credit, in City format, from one or more local
financial institution(s) subject to regulation by the state or federal
government. (MC 8.21.150) (Advisory)

	 	 	 

	LD25.
	 	(GP) Prior to issuance of a grading permit, the developer shall pay the
applicable grading inspection fees. (Advisory)

Prior to Improvement Plan Approval or Construction Permit

	 	 	 

	LD26.
	 	(IPA) Improvement plans shall be drawn on twenty-four (24) inch by
thirty-six (36) inch mylar and signed by a registered civil engineer and
other registered/licensed professional as required. (Advisory)

	 	 	 

	LD27.
	 	(IPA) Prior to approval of the improvement plans, the developer shall
submit clearances from all applicable agencies, and pay all outstanding
plan check fees. (MC 9.14.210) (Advisory)

	 	 	 

	LD28.
	 	(IPA) All public improvement plans prepared and signed by a registered
civil engineer in accordance with City standards, policies and requirements
shall be approved by the City Engineer. Securities and a public improvement
agreement shall be required to be submitted and executed as a guarantee of
the completion of the improvements. (Advisory)

	 	 	 

	LD29.
	 	(IPA) The street improvement plans shall comply with all applicable City
standards and the following design standards throughout this project:

	 	 	 

	a.
	 	Corner cutbacks in conformance with City Standard 208
shall be shown on the final map or, if no map is to be recorded,
offered for dedication by separate instrument.

	 	 	 	 	 

	 

	 	45
	 	Resolution No. 2009 -11
	 
	 	 	 	Exhibit A
	 
	 	 	 	Date Adopted: February 10, 2009

 

 

	 	 	 

	b.
	 	Lot access to major thoroughfares shall be restricted except at
intersections and approved entrances and shall be so noted on the final
map. (MC 9.14.100)

	 	 	 

	c.
	 	The minimum centerline and flow line grades shall be one percent unless
otherwise approved by the City Engineer. (MC 9.14.020)

	 	 	 

	d.
	 	All street intersections shall be at ninety (90) degrees plus or minus
five (5) degrees or as approved by the City Engineer per City Standard No.
706A. (MC 9.14.020)

	 	 	 

	e.
	 	All reverse curves shall include a minimum tangent of one hundred (100)
feet in length.
(Advisory)

	 	 	 

	LD30.
	 	(IPA) Improvement plans, including design plan and profile information, shall be based upon
a centerline profile, extending beyond the project boundaries approved by the City Engineer.
Design plan and profile information shall include the minimum 300 feet beyond the project
boundaries. (Advisory)

	 	 	 

	LD31.
	 	(IPA) Improvement plans, shall reflect the City’s moratorium on trench repair pavement cuts
on any streets less than three years old or on slurry sealed streets less than one year old
unless specifically approved by the City Engineer. Pavement cuts for trench repairs may be
allowed for emergency repairs or as specifically approved by the City Engineer. (Advisory)

	 	 	 

	LD32.
	 	(IPA) Drainage facilities with sump conditions shall be designed to convey the tributary
100-year storm flows. Secondary emergency escape shall also be provided. (MC 9.14.110)
(Advisory)

	 	 	 

	LD33.
	 	(IPA) If the project’s hydrology study proposes to use any portion of a public street
right-of-way to accommodate storm flows, said study shall show that the 10-year storm flow
will be contained within the curb and the 100-year storm flow will be contained within the
street right-of-way. On major streets (Minor Arterial or larger), at least one lane in each
direction shall remain open and not be used to carry surface flows. When any of these
criteria is exceeded, additional drainage facilities shall be installed as approved by the
Public Works Department Land Development Division. (MC 9.14.110) (Advisory)

	 	 	 

	LD34.
	 	(IPA) The project shall be designed to accept and properly convey all off-site drainage
flowing onto or through the site. All storm drain design and improvements shall be subject to
review and approval of the City Engineer. (Advisory)

	 	 	 

	LD35.
	 	(CP) All work performed within the City right-of-way requires a construction permit. As
determined by the City Engineer, security may be required for work within the right-of-way.
Security shall be in the form of a cash deposit or other approved means. The City Engineer may
require the execution of a public improvement agreement as a condition of the issuance of the
construction

	 	 	 	 	 

	 

	 	46
	 	Resolution No. 2009-11
	 
	 	 	 	Exhibit A
	 
	 	 	 	Date Adopted: February 10, 2009

 

 

	 	 	 

	 	 	permit. All inspection fees shall be paid prior to issuance of construction permit.
(MC 9.14.100) (Advisory)

	 	 	 

	LD36.
	 	(CP) Prior to issuance of a construction permit, all public improvement plans
prepared and signed by a registered civil engineer in accordance with City standards,
policies and requirements shall be approved by the City Engineer. (Advisory)

	 	 	 

	LD37.
	 	(CP) Prior to issuance of construction permits, the developer shall submit all improvement
plans on compact disks, in (.dxf) digital format to the Land Development Division of the
Public Works Department. (Advisory)

	 	 	 

	LD38.
	 	(CP) Prior to issuance of construction permits, the developer shall pay all applicable
inspection fees. (Advisory)

Prior to Building Permit

	 	 	 

	LD39.
	 	(BP) The developer shall coordinate with Land Development staff to facilitate partial pad
certification in conjunction with construction sequencing as approved by the City Engineer.
(Advisory)

	 	 	 

	LD40.
	 	(BP) Prior to issuance of a building permit, the developer shall submit for review and
approval, a Waste Management Plan (WMP) per City code and Land Development Division
requirements. (AB939, MC 8.80) (Advisory)

	 	 	 

	LD41.
	 	(BP) Prior to issuance of a building permit, Parcel Map 35629 shall record.

Prior to Certificate of Occupancy

	 	 	 

	LD42.
	 	(CO) Prior to issuance of a certificate of occupancy or building final, the developer shall
pay all outstanding fees.

	 	 	 

	LD43.
	 	(CO) Prior to issuance of a certificate of occupancy or building final, the developer shall
construct all public improvements in conformance with applicable City standards, unless
otherwise approved by the City Engineer, including but not limited to the following
applicable improvements:

	 	 	 

	a.
	 	Street improvements including, but not limited to: pavement, base, curb
and/or gutter, cross gutters, spandrel, sidewalks, drive approaches,
pedestrian ramps, street lights, signing, striping, under sidewalk drains,
landscaping and irrigation, medians, redwood header boards, pavement
tapers/transitions and traffic control devices as appropriate.

	 	 	 

	b.
	 	Storm drain facilities including, but not limited to: storm drain pipe,
storm drain laterals, open channels, catch basins and local depressions.

	 	 	 

	c.
	 	City-owned utilities.

	 	 	 	 	 

	 

	 	47
	 	Resolution No. 2009 -11
	 
	 	 	 	Exhibit A
	 
	 	 	 	Date Adopted: February 10, 2009

 

 

	 	 	 

	d.
	 	Sewer and water systems including, but not limited to: sanitary
sewer, potable water and recycled water.

	 	 	 

	e.
	 	Under grounding of existing and proposed utility lines less
than 115,000 volts.

	 	 	 

	f.
	 	Relocation of overhead electrical utility lines including,
but not limited to: electrical, cable and telephone.

	 	 	(Advisory)

	 	 	 

	LD44.
	 	(CO) Prior to issuance of a certificate of occupancy or building final,
all existing and new utilities adjacent to and on-site shall be placed
underground in accordance with City of Moreno Valley ordinances.
(MC 9.14.130) (Advisory)

	 	 	 

	LD45.
	 	(CO) Prior to issuance of a certificate of occupancy or building final,
the Developer must comply with the following:

	 	 	 

	a.
	 	Any required water quality basins, associated treatment
control BMPs, and associated hardware per the approved civil drawing must
be constructed, certified and approved by the City Engineer including,
but not limited to, piping, forebay, aftbay, trash rack.

	 	 	 

	b.
	 	An Engineer’s Line and Grade Certification shall be provided to the City.

	 	 	 

	c.
	 	Said facilities shall pass a flow test per City test
procedures.

	 	 	(Advisory)

	 	 	 

	LD46.
	 	(CO) Prior to issuance of a certificate of occupancy or building final
for any Commercial/Industrial facility, whichever occurs first, the owner
may have to secure coverage under the State’s General Industrial Activities
Storm Water Permit as issued by the State Water Resources Control Board.
(Advisory)

Prior to Acceptance of Streets into the City Maintained Road System

	 	 	 

	LD47.
	 	(AOS) Aggregate slurry, per Section 203-5 of Standard Specifications for
Public Works Construction, may be required just prior to acceptance
street(s) into the City maintained road system at the discretion of the
City Engineer. (Advisory)

SPECIAL
CONDITIONS

Phase 1 — Development Associated with Parcel 1 of PM 35629

	 	 	 

	LD48.
	 	(RGPA) Prior to rough grading plan approval, the developer shall obtain
written concurrence from Riverside County Flood Control and Water
Conservation District (RCFC&WCD) for any proposed modifications to the

	 	 	 	 	 

	 

	 	48
	 	Resolution No. 2009-11
	 
	 	 	 	Exhibit A
	 
	 	 	 	Date Adopted: February 10, 2009

 

 

	 	 	 

	 

	 	Moreno Area Drainage Plan as well as for the acceptance of a small new
additional tributary area resulting from the project’s proposed grading.
	 
	 	 
	LD49.

	 	(RGPA) Prior to rough grading plan
approval, it shall be clearly demonstrated on
the final drainage study that the potential
increased rate of runoff resulting from the
development of this site is mitigated. During
identified storm events peak flow rates and
velocity leaving the site in the developed
condition shall be no larger than that of the
pre-developed condition. The following shall be
analyzed in the final drainage study: 1, 3, 6
and 24-hour storm duration for the 2, 5, 10 and
100-year storm events. The applicant
understands that additional detention measures
or other mitigation, beyond those shown on the
tentative parcel map and preliminary drainage
study, may be required and shall include those
into the design and construction of appropriate
drainage facilities.
	 
	 	 
	LD50.

	 	(RGPA) Prior to rough grading plan
approval, emergency overflow areas shall be
shown at all applicable drainage improvement
locations in the event that the drainage
improvement fails or exceeds full capacity.
Emergency overflow area elevations shall be a
minimum of 1’ below the proposed building pad
elevation in close proximity. This may include,
but not be limited to, an emergency spillway in
the basin and an emergency overflow at any sump
catch basin location. The developer is
responsible for securing any necessary on-site
or off-site drainage easements as required for
emergency overflow.
	 
	 	 
	LD51.

	 	(RGPA) Prior to rough grading plan
approval, all easements, existing, proposed,
temporary, and those to be quitclaimed shall be
shown on the plan complete with type of
easement, easement width, as applicable,
instrument number and date of recordation.
Copies of the existing easement documents shall
be submitted to the City (upon request) for
review. Those easements to be quitclaimed shall
be coordinated with the appropriate easement
holder, including but not limited to, those
associated with the electrical utility lines
traversing Parcel 1 and the water line running
along the entire map’s north boundary adjacent
to SR-60 and its on-/off-ramps, as shown and
labeled on the tentative parcel map. The above
referenced water line shall be relocated
outside the existing and ultimate SR-60
right-of-way and preferably within Eucalyptus
Avenue.
	 
	 	 
	LD52.

	 	(RGPA) Not withstanding what is shown on
the tentative parcel map and grading plan, no
grading on Caltrans property shall be permitted
without an encroachment permit.

	 
	 	 
	LD53.

	 	(RGPA) Prior to rough grading plan
approval, the plan shall show a minimum 15-foot
wide maintenance access road from a public
street to all graded areas resulting from the
grading associated with the project.
	 
	 	 
	LD54.

	 	(PGPA) Prior to precise grading plan
approval, the precise grading plan shall be
consistent with the rough grading plan and
approved plot plan, in terms of, but not
limited to, pad and grade elevations, proposed
water quality treatment control best
management practices and locations

	 	 	 	 	 

	 
	 	49
	 	Resolution No. 2009-11
	 
	 	 	 	Exhibit A
	 
	 	 	 	Date Adopted: February 10, 2009

 

 

	 	 	 

	 

	 	including detention and infiltration basins, proposed building, parking
lot, landscape area, slope, and project entrance locations. (Advisory)
	 
	 	 
	LD55.

	 	(PGPA) Prior to precise grading plan or improvement plan approval, as
applicable, the plans shall show any driveway approach up to 40’ in width
to be constructed per City Standard Plan 118C, Option 2, modified. The
driveways shall have a minimum radius of 50’ if the entrance is to
accommodate truck traffic, 35’ otherwise, and transition from an 8” curb
height to a 0” curb height at the conventional right-of-way 12’ behind the
curb line, or as approved by the City Engineer. There shall be a 4-foot
wide pedestrian sidewalk area at 2% maximum cross slope behind the
conventional right-of-way. A 4-foot pedestrian right-of-way dedication
shall be made on PM 35629. Any entrance greater than 40’ in width shall be
designed as a street intersection. (Advisory)
	 
	 	 
	LD56.

	 	(IPA) If it is necessary to adjust the boundary of Parcel G, 5, and 6
(Parcels 5 and 6 to be designated as lettered parcels on the final parcel
map) resulting in the need for additional right-of-way for highway and road
purposes, it shall be dedicated to the City at no cost to the City. If it
is necessary to adjust the boundary resulting in excess right-of-way not
needed for highway and road purposes, the City and the developer shall
pursue the appropriate mechanism to transfer or convey public property back
to the developer.
	 
	 	 
	LD57.

	 	(IPA) Prior to improvement plan approval, the plans shall show redwood
headers, or other pavement edge treatment as approved by the City Engineer,
at all edge-of-pavement locations in the public right-of-way. If redwood
header board is approved, the redwood header shall be installed per the
City Standard, using a nominal minimum of 2” wide by 6” deep board. This
shall include, but not be limited to, the following locations:

	 	 	 	 	 

	 

	 	a.
	 	Along the frontage of Parcels 1, 2 and 4 of PM 35629,
south side of Eucalyptus Avenue, south edge of the east bound
travel lane to be constructed in Phase 1.

	 	 	 

	LD58.

	 	(IPA) Storm drain improvement plans
shall show the connection of the proposed
private storm drain system to the proposed
public storm drain system at the public street
right-of-way. A storm drain manhole shall be
placed at the right-of-way to mark the
beginning of the publicly maintained portion
of this storm drain.
	 
	 	 
	LD59.

	 	(IP) Prior to commencing any work within
Caltrans right-of-way, the developer shall
obtain an encroachment permit from Caltrans.
Work within Caltrans right-of-way may include
that work associated with storm drain
connections to existing freeway culverts,
water line removal, water line extension from
north of the freeway including jack and bore
operation, power pole relocation and/or
undergrounding, and any grading.
	 
	 	 
	LD60.

	 	(IP) Prior to approval of improvement
plans, the developer shall secure any off-site
easements from the off-site property owner(s).
This includes

	 	 	 	 	 

	 
	 	50
	 	Resolution No. 2009-11
	 
	 	 	 	Exhibit A
	 
	 	 	 	Date Adopted: February 10, 2009

 

 

	 	 	 

	 

	 	but is not limited to the drainage easement for the proposed spreading
basin south of the project, the slope easement along the south side of
Eucalyptus Avenue, the drainage easement for the culvert outlet across
Eucalyptus Avenue near Theodore Street, the utility easement for the
temporary overhead electrical lines, and any others that may be necessary
for the construction and maintenance of off site utility and
infrastructure improvements.
	 
	 	 
	LD61.

	 	(BP) Prior to issuance of a building permit, final line and grade
certification shall be provided by the licensed engineer of record stating
the building pad is in substantial conformance with the approved grading
plan. For Parcel 1, the developer shall coordinate with Land Development
staff to facilitate partial pad certification in conjunction with
construction sequencing as approved by the City Engineer. The relocation
and/or abandonment of existing utilities and quitclaim of existing easements
shall be coordinated with the sequencing of the Parcel 1 development such
that these do not interfere or encumber the particular building area being
developed at any given time.
	 
	 	 
	LD62.

	 	(BP) Prior to building permit issuance this project shall cause the
quitclaim of all existing easements, especially those easements underneath
proposed building footprints shall be quitclaimed. This shall include, but
not be limited to, the water line easement and power line easement. All
utilities shall be relocated, as necessary, prior to quitclaiming the
easements. All new easements shall be granted prior to utility relocations
and quitclaims of existing easements.
	 
	 	 
	LD63.

	 	(BP) Prior to building permit issuance,
the developer shall remove, or cause the
removal, of any sign or other structure, as
applicable, on the project site, including that
portion within Parcels G, 5 and 6, as shown on the tentative parcel map (Parcels 5 and 6 to be
dedicated as lettered parcels on the final
parcel map), to be dedicated to the City for
the future freeway expansion, unless other
arrangements are made with and approved by the
City Engineer. The developer shall record
easements for, provide access to, etc. any sign
or structure that might remain, as approved by
the City Engineer.
	 
	 	 
	LD64.

	 	(BP) Prior to building permit issuance,
the developer shall submit to the City a
recorded agreement pertaining to the
maintenance of and access to the temporary
spreading basin to be constructed on the land
south and adjacent to this project map,
identified as APN# 488-350-002.
	 
	 	 
	LD65.

	 	(BP) Prior to building permit issuance of
the proposed building in Phase 1, the developer
shall submit to the City for review and
approval all required off-site (outside of the
map boundary) easements, including but not
limited to, a roadway slope easement along the
south side of Eucalyptus Avenue, drainage
easements at low points along the south side of
Eucalyptus Avenue where rip rap and other
drainage improvements are proposed, a drainage
easement for the culvert headwall, rip rap and
grading on the south side of Eucalyptus Avenue,

	 	 	 	 	 

	 
	 	51
	 	Resolution No. 2009-11
	 
	 	 	 	Exhibit A
	 
	 	 	 	Date Adopted: February 10, 2009

 

 

	 	 	 

	 

	 	just west of Theodore Street, an easement for any work outside of the
Sinclair Street right-of-way north of SR-60 for work associated with the
construction of the water line. These easements shall record prior to
occupancy, after the City has reviewed and approved them prior to
building permit issuance.
	 
	 	 
	LD66.

	 	(BP) Prior to issuance of a building permit, PM 35629 shall record along
with all the offers of dedication for right-of-way and easements made on
the map. Alternatively, offers of dedication for right-of-way and easements
may record by separate instrument.
	 
	 	 
	LD67.

	 	(CO) Prior to occupancy for the proposed building in Phase 1, the
developer shall obtain an encroachment permit from Caltrans and complete
the following jack and bore operation for the installation of a proposed
water line underneath SR-60 to be located within Sinclair Street
right-of-way north of the freeway. The developer shall apply Caltrans
crossing requirements to the portion of the water line that will lie within
Parcel G of the tentative parcel map.
	 
	 	 
	LD68.

	 	(CO) Prior to occupancy of the proposed
building in Phase 1, all overhead utility lines
less than 115,000 volts fronting or within the
entire map boundary shall be placed underground
per Section 9.14.030C of the City Municipal
Code except those along the west side of
Theodore Street, the terminus of the facility
over SR-60 at Sinclair Street, and the interim
service from Redlands Boulevard and Dracaea
Avenue northerly to the project site.
	 
	 	 
	LD69.

	 	(CO) Prior to occupancy of the proposed
building in Phase 1, existing utilities shall
be relocated outside of Parcels G, 5, and 6, as
identified on the tentative parcel map (Parcels
5 and 6 to be dedicated as lettered lots on the
final parcel map), being offered for dedication
for highway and road purposes.
	 
	 	 
	LD70.

	 	(CO) Prior to occupancy of the proposed
building in Phase 1, the developer shall bring
overhead electrical service to the building
from the nearest source identified by the
developer to be located on the west side of
Redlands Boulevard near Dracaea Avenue. This
will require the developer to bore under
Redlands Boulevard to the east side of Redlands
Boulevard.
	 
	 	 
	LD71.

	 	(RGPA) In accordance with the City of
Moreno Valley standards, the Double Ring
Infiltrometer field testing method per ASTM
D3385 shall be utilized to perform in-situ
percolation testing in the location of proposed
infiltration area treatment control Best
Management Practice (BMP) and the results
included as an amendment to the Final WQMP
prior to issuance of the first occupancy.
(Advisory)
	 
	 	 
	LD72.

	 	(RGPA) The Applicant shall prepare and
submit for approval a Project Specific Final
Water Quality Management Plan
(F-WQMP) for
PA07-0090 —

	 	 	 	 	 

	 
	 	52
	 	Resolution No. 2009-11
	 
	 	 	 	Exhibit A
	 
	 	 	 	Date Adopted: February 10, 2009

 

 

	 	 	 

	 

	 	Highlands — Parcel 1 of TPM 35629 Logistics Building. The F-WQMP shall be
consistent with the approved P-WQMP and in full conformance with the
document; “Riverside County Water Quality Management Plan for Urban
Runoff’ dated July 24, 2006. The F-WQMP shall be submitted and approved
prior to rough grading plan approval. At a minimum, the F-WQMP shall
include the following: Site Design BMPs; Source Control BMPs; Treatment
Control BMPs; Operation and Maintenance requirements for BMPs; and
sources of funding for BMP implementation. (Advisory)
	 
	 	 
	LD73.

	 	(RGPA) The Applicant shall select and implement treatment control BMPs
that are medium to highly effective for treating Pollutants of Concern
(POC) for the project. POC include project pollutants associated with a
303{d) listing or a Total Maximum Daily Load (TMDL) for receiving waters.
Project pollutants of concern include: sediment/turbidity, nutrients,
organic compounds, oxygen demanding substances, and pathogens. Exhibit C of
the document, “Riverside County Water Quality Management Plan for Urban
Runoff” dated July 24, 2006 shall be consulted for determining the
effectiveness of proposed treatment BMPs. (Advisory)
	 
	 	 
	LD74.

	 	(RGPA) Overall, the proposed treatment control concept is accepted as the
conceptual treatment control BMP for the proposed site. The Applicant has
proposed to incorporate the use of combined detention and infiltration
basins with underdrain systems. Final design details of these detention and
infiltration systems must be provided in the first submittal of the F-WQMP.
The size of the treatment control BMP is to be determined using the
procedures set forth in Exhibit C of the Riverside County Guidance
Document. The Applicant acknowledges that more area than currently shown on
the plans may be required to treat site runoff as required by the WQMP
Guidance Document. (Advisory)
	 
	 	 
	LD75.

	 	(RGPA) The Applicant shall substantiate the applicable Hydrologic
Condition of Concern (HCOC) (WQMP Section IV) in the F-WQMP. The HCOC
designates that the project will comply with Condition C; therefore, the
condition must be addressed in the F-WQMP.
	 
	 	 
	LD76.

	 	(GP) The Applicant shall, prior to building or grading permit closeout or
the issuance of a certificate of occupancy, demonstrate:

	 	 	 	 	 

	 

	 	a.
	 	That all structural BMPs have been constructed and
installed in conformance with the approved plans and specifications;
	 

	 	b.
	 	That all structural BMPs described in the F-WQMP
have been implemented in accordance with approved plans and specifications;
	 

	 	c.
	 	That the Applicant is prepared to implement all
non-structural BMPs included in the F-WQMP, conditions of approval, and building/grading permit conditions; and
	 

	 	d.
	 	That an adequate number of copies of the approved F-WQMP
are available for the future owners/occupants of the project.

			

	 

	 	(Advisory)

	 	 	 	 	 

	 
	 	53
	 	Resolution No. 2009-11
	 
	 	 	 	Exhibit A
	 
	 	 	 	Date Adopted: February 10, 2009

 

 

CITY OF MORENO VALLEY

CONDITIONS OF APPROVAL

Case No: PA07-0091 (PP for a Warehouse Building),

PA07-0089 (GPA), and PA07-0088 (Zone Change)

APNs: 488-350-001, 488-350-002, and 488-360-001 through 488-360-012

12.12.08 Revised

PUBLIC WORKS DEPARTMENT

Special Districts Division

Note: All Special Conditions, Modified Conditions, or Clarification of Conditions are in bold
lettering. All other conditions are standard to all or most development projects.

Acknowledgement of Conditions

The following items are Special Districts’ Conditions of Approval for project PA07-0091; this
project shall be completed at no cost to any Government Agency. All questions regarding Special
Districts’ Conditions including but not limited to, intent, requests for change/modification,
variance and/or request for extension of time shall be sought from the Special Districts Division
of the Public Works Department 951.413.3480. The applicant is fully responsible for communicating
with each designated Special Districts staff member regarding their conditions.

General Conditions

	 	 	 
	SD-1

	 	The parcel(s) associated with this project have been incorporated into the Moreno
Valley Community Services Districts Zones A (Parks & Community Services) and C (Arterial
Street Lighting). All assessable parcels therein shall be subject to annual Zone A and
Zone C charges for operations and capital improvements.
	 
	 	 
	SD-2

	 	Plans for parkway, median, slope, and/or open space landscape areas designated on the
tentative map or in these Conditions of Approval for incorporation into Moreno Valley
Community Services District Zone M, shall be prepared and submitted in accordance with the
City of Moreno Valley Public Works Department Landscape Design Guidelines. Contact the
Special Districts Division of the Public Works Department to obtain copies of this
document.
	 
	 	 
	SD-3

	 	The Developer, or the Developer’s successors or assignees shall be responsible for all
parkway and/ or median landscaping maintenance until such time as the District accepts
maintenance duties.

	 	 	 	 	 
	 
	 	54
	 	Resolution No. 2009-11
	 
	 	 	 	Exhibit A
	 
	 	 	 	Date Adopted: February 10, 2009

 

 

Special Districts Division

Conditions of Approval

Case No: PA07-Q091 (PP for a Warehouse Building),

PA07-0089 (GPA), and PA07-0088 (Zone Change)

APNs: 488-350-001, 488-350-002, and 488-360-001 through 488-360-012

Page 55 of 4

	 	 	 
	SD-4

	 	Any damage to existing landscape easement areas due to project construction shall be
repaired/replaced by the Developer, or Developer’s successors in interest, at no cost to
the Moreno Valley Community Services District.

Prior to Building Permit Issuance

	 	 	 
	SD-5

	 	(BP) This project has been identified to be included in the formation of a Map Act
Area of Benefit Special District for the construction of major thoroughfares and/or
freeway improvements. The property owner(s) shall participate in such District, and pay
any special tax, assessment, or fee levied upon the project property for such District. At
the time of the public hearing to consider formation of the district, the property
owner(s) will not protest the formation, but the property owners(s) will retain the right
to object if any eventual assessment is not equitable, that is, if the financial burden of
the assessment is not reasonably proportionate to the benefit which the affected property
obtains from the improvements which are to be installed. (Street & Highway Code, GP
Objective 2.14.2, MC 9.14.100) Once the Transportation Uniform Mitigation Fee (TUMF) is
paid, the requirement to annex into the Special District would no longer be applicable.
	 
	 	 
	SD-6

	 	(BP) This project has been identified to be included in the formation of a Community
Facilities District (Mello-Roos) for Public Safety services, including but not limited to
Police, Fire Protection, Paramedic Services, Park Rangers, and Animal Control services: The
property owner(s) shall not protest the formation; however, they retain the right to object
to the rate and method of maximum special tax. In compliance with Proposition 218, the
Developer shall agree to approve the mail ballot proceeding (special election) for either
formation of the CFD or annexation into an existing district that may already be
established. The Developer must notify Special Districts prior to the City’s issuance of a
building permit. (California Government Code) This condition would no longer apply if the
building permit is issued prior to the formation of the Public Safety Community Facilities
District.
	 
	 	 
	SD-7

	 	(BP) This project is conditioned to provide a funding source for the capital
improvements and/or maintenance for the Eucalyptus Ave. median landscape. In order for
the Developer to meet the financial responsibility to maintain the defined service, one
of the following options shall be selected:

	 	 	 	 	 
	 
	 	55
	 	Resolution No. 2009-11
	 
	 	 	 	Exhibit A
	 
	 	 	 	Date Adopted: February 10, 2009

 

 

Special Districts Division

Conditions of Approval

Case No: PA07-0091 (PP for a Warehouse Building),

PA07-0089 (GPA), and PA07-0088 (Zone Change)

APNs: 488-350-001, 488-350-002, and 488-360-001 through 488-360-012

Page 56 of 4

	 	 	 
	a.

	 	Participate in the mail ballot proceeding in
compliance with
Proposition 218, for Moreno Valley Community Services District
Zone M (Commercial, Industrial and Multifamily Improved
Median Maintenance), and pay all associated costs with the
ballot process; or
	b.

	 	Establish an endowment to cover the
future maintenance costs
of the landscaped area.

	 	 	 
	 

	 	The Developer must notify Special Districts prior to the City’s issuance of a
building permit and the financial option selected to fund the continued
maintenance.
	 
	 	 
	SD-8

	 	Commercial (BP) Land Development, a Division of the Public Works Department,
requires this project to supply a funding source necessary to provide, but not limited
to, stormwater utilities services for the monitoring of on site facilities and performing
annual inspections of the affected areas to ensure compliance with state mandated
stormwater regulations, the Developer must notify Special Districts prior to the City’s
issuance of a building permit and the financial option selected to fund the continued
maintenance. (California Government Code)
	 
	 	 
	SD-9

	 	(BP) Prior to release of building permit, the Developer, or the Developer’s
successors or assignees, shall record with the County Recorder’s Office a Declaration of
Covenant and Acknowledgement of Assessments for each assessable parcel therein, whereby
the Developer covenants and acknowledges the existence of the Moreno Valley Community
Services District, its established benefit zones, and that said parcel(s) is (are) liable
for payment of annual benefit zone charges and the appropriate National Pollutant
Discharge Elimination System (NPDES) maximum regulatory rate schedule when due. A copy of
the recorded Declaration of Covenant and Acknowledgement of Assessments shall be submitted
to the Special Districts Division.
	 
	 	 
	 

	 	**For a copy of the Declaration of Covenant and Acknowledgement of
the Assessments form, please contact Special Districts, phone 951.413.3480.
	 
	 	 
	SD-10

	 	(BP) Final median, parkway, slope, and/or open space landscape/irrigation plans for
those areas designated on the tentative map or in these Conditions of Approval for
inclusion into Community Services District shall be reviewed and approved by the Community
Development Department — Planning Division, and the Public Works Department —

	 	 	 	 	 
	 
	 	56
	 	Resolution No. 2009-11
	 
	 	 	 	Exhibit A
	 
	 	 	 	Date Adopted: February 10, 2009

 

 

Special Districts Division

Conditions of Approval

Case No: PA07-0091 (PP for a Warehouse Building),

PA07-0089 (GPA), and PA07-0088 (Zone Change)

APNs: 488-350-001, 488-350-002, and 488-360-001 through 488-360-012

Page 57 of 4

	 	 	 
	 

	 	Special Districts and Transportation Divisions prior to the issuance of the first
Building Permit.

Prior to Certificate of Occupancy

	 	 	 
	SD-11

	 	(CO) Prior to issuance of a Certificate of Occupancy or building final, the
Developer shall submit a letter to Special Districts from the Utility service responsible
for providing final electrical energy connections and energization of the streetlights for
the development project. The letter must identify, by pole number, each streetlight in the
development and state the corresponding date of its electrical energization.
	 
	 	 
	SD-12

	 	(CO) All median landscaping specified in the tentative map or in these Conditions
of Approval shall be constructed pursuant to the project phasing plan dated December 10,
2008.
	 
	 	 
	SD-13

	 	(CO) Prior to the issuance of the first Certificate of Occupancy or building final
for this project, the Developer shall pay Advanced Energy fees for all applicable Zone B
(Residential Street Lighting) and/or Zone C (Arterial Street Lighting and Intersection
Lighting) streetlights required for this development. The Developer shall provide a
receipt to the Special Districts Division showing that the Advanced Energy fees have been
paid in full for the number of streetlights to be accepted into the CSD Zone B and/or
Zone C program. Payment shall be made to the City of Moreno Valley, as collected by the
Land Development Division, based upon the Advanced Energy fee rate at the time of payment
and as set forth in the current Listing of City Fees, Charges and Rates, as adopted by
City Council. Any change in the project which may increase the number of streetlights to
be installed will require payment of additional Advanced Energy fees at the then current
fee.

	 	 	 	 	 
	 
	 	57
	 	Resolution No. 2009-11
	 
	 	 	 	Exhibit A
	 
	 	 	 	Date Adopted: February 10, 2009

 

 

CITY OF MORENO VALLEY

CONDITIONS OF APPROVAL

PA07-0091

Plot Plan for approximately 1.8 million square feet of warehousing uses located on the

north side of future Eucalyptus Avenue, east of Redlands Boulevard.

Note: AU Special conditions are in bold lettering. All other conditions are standard to all or most
development projects.

Transportation Engineering Division — Conditions of Approval

Based on the information contained in our standard review process we recommend the following
conditions of approval be placed on this project:

GENERAL CONDITIONS

	 	 	 

	TE1.

	 	Install Citywide Communication System (Traffic Signal Interconnect) per City Standards along
Eucalyptus Avenue and Theodore Street.
	 
	 	 
	TE2.

	 	A Class I Bikeway is planned for the east side of Redlands Boulevard that shall require
additional right-of-way and/or easements.
	 
	 	 
	TE3.

	 	The project applicant shall submit supplemental traffic studies at the time of entitlement of
Phase 2 (Parcels 2 and 3) and again at Phase 3 (Parcel 4). The supplemental traffic studies shall
address improvements necessary for the two phases that could include but not be limited to traffic
signals, additional turn lanes, traffic signal synchronization/timing, interchange improvements,
fair share contributions, median construction, and traffic control at project driveways. Conditions
of approval for Phase 2 and Phase 3 plot plans shall be based upon the findings of the supplemental
traffic studies, and conditioned improvements shall be required prior to issuance of a certificate
of occupancy for the respective phases.

PRIOR TO GRADING PERMIT

	 	 	 

	TE4.

	 	(GP) Prior to issuance of a grading permit for Phase 1, the project applicant shall submit
conceptual striping plans for street improvements along Eucalyptus Avenue as well as Theodore
Street.

PRIOR TO IMPROVEMENT PLAN APPROVAL OR CONSTRUCTION PERMIT

	 	 	 

	TE5.

	 	The driveways less than 40 feet in width shall conform to Section 9.16.250, and
Table 9.16.250A of the City’s Development Code — Design Guidelines, and City

58

Resolution No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

 

	 	 	 

	 

	 	Standard Plan No. 118C. Driveways wider than 40’ shall be designed as intersections with
pedestrian access ramps per City standards (Advisory).
	 
	 	 
	TE6.

	 	Prior to the final approval of the street improvement plans, a signing and striping plan
shall be prepared per City of Moreno Valley Standard Plans — Section 4 for all streets with a cross
section of 66’/44’ and wider (Advisory).
	 
	 	 
	TE7.

	 	Prior to final approval of the street improvement plans, the developer shall submit to the
City a contract between the developer and a street sweeping company for sweeping the streets during
the warranty period, for the day shown on the posted street sweeping signage. The contract shall
include a contact person and phone number for said contact person (Advisory).
	 
	 	 
	TE8.

	 	Prior to issuance of a construction permit, construction traffic control plans prepared by a
qualified, Registered Civil or Traffic engineer shall be required (Advisory).
	 
	 	 
	TE9.

	 	Sight distance at driveways and on streets shall conform to City Standard Plan No. 125 A, B,
and C at the time of preparation of final grading, landscape, and street improvements (Advisory).
	 
	 	 
	TE10.

	 	Prior to final approval of the street improvement plans, interim and ultimate alignment
studies shall be approved by the City Traffic Engineer.
	 
	 	 
	TE11.

	 	Prior to the final approval of the street improvement plans for Phase 1, the project
applicant shall design the intersection of Theodore Street and
Eucalyptus Avenue to provide the following geometrics:
	 
	 	 
	 

	 	Northbound: One left turn lane, one through lane
	 

	 	Southbound: One through lane, one right turn lane
	 

	 	Eastbound: One left turn lane, one right turn lane.
	 

	 	Westbound: N/A
	 
	 	 
	 

	 	NOTE: All curb return radii shall be 50 feet.
	 
	 	 
	TE12.

	 	Prior to the final approval of the street improvement plans for Phase 1, the project
applicant shall design the intersection of Theodore Street and SR-60 Eastbound Ramp to provide the
following geometrics:
	 
	 	 
	 

	 	Northbound: One left turn lane, one through lane
	 

	 	Southbound: One shared through/right turn lane
	 

	 	Eastbound: One left turn lane, one right turn lane
	 

	 	Westbound: N/A
	 
	 	 
	 

	 	NOTE: All curb return radii shall be 50 feet.

59

Resolution No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

 

	 	 	 

	TE13.

	 	Prior to final approval of the street improvement plans for Phase 1, the project applicant
shall design the intersection of Theodore Street and SR-60
Westbound Ramp to provide the following geometrics:
	 
	 	 
	 

	 	Northbound: One through lane, pavement widening to accommodate turning trucks
	 

	 	Southbound: One shared left turn/through lane
	 

	 	Eastbound: N/A
	 

	 	Westbound: One shared left turn/right turn lane
	 
	 	 
	TE14.

	 	Prior to final approval of the street improvement plans for Phase 3, the project applicant
shall design the intersection of Redlands Boulevard and Eucalyptus
Avenue for its ultimate cross-section to include the following:
	 
	 	 
	 

	 	Northbound: Two left turn lanes, two through lanes, one right turn lane
	 

	 	Southbound: Two left turn lanes, two through lanes, one right turn lane
	 

	 	Eastbound: Two left turn lanes, two through lanes, one right turn lane
	 

	 	Westbound: Two left turn lanes, two through lanes, one right turn lane
	 
	 	 
	 

	 	NOTE: All curb return radii shall be 50 feet.
	 
	 	 
	TE15.

	 	Prior to final approval of the street improvement plans, the project applicant shall design
bus bays per City Standard Plan No. 121 at the following locations:

                         • Northbound Redlands Boulevard, north of Eucalyptus Avenue (Phase 3)

                         • Eastbound Eucalyptus Avenue, east of Redlands Boulevard (Phase 3)

                         • Westbound Eucalyptus Avenue, west of Theodore Street (Phase 2)

                         • Westbound Eucalyptus Avenue, west of project driveway aligned with Sinclair Street (Phase 2)

PRIOR TO CERTIFICATE OF OCCUPANCY OR BUILDING FINAL

	 	 	 

	TE16.

	 	(CO) Prior to issuance of a certificate of occupancy, all approved signing and striping shall
be installed per current City Standards and the approved plans (Advisory).
	 
	 	 
	TE17.

	 	(CO) Each gated entrance shall be provided with the following, or as approved by the City
Traffic Engineer:

                         a) A storage lane with a minimum of 75 feet queuing length for entering traffic.

                         b) Appropriate signing and striping.

60

Resolution No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

 

                         c) The employee gated entrance along Eucalyptus Avenue shall remain open for a half hour prior to
and a half hour

                             after a shift change.

	 	 	 

	 

	 	All of these features must be kept in working order.
	 
	 	 
	TE18.

	 	(CO) Prior to issuance of a certificate of occupancy for Phase 1, the project applicant shall
construct the intersection/roadway improvements identified in TE11, TE12, and TE13 per the approved
plans.
	 
	 	 
	TE19.

	 	(CO) Prior to issuance of a certificate of occupancy for Phase 3, the project applicant shall
construct the east leg of the Redlands Boulevard/Eucalyptus Avenue intersection per TE14. Necessary
improvements to the other legs of the intersection shall be identified in the supplemental traffic
study per TE3.
	 
	 	 
	TE20.

	 	(CO) Prior to the issuance of a certificate of occupancy for the project, driveway access at
the following locations will be installed as follows:

	 	 	 

	 

	 	•   The easternmost driveway: full access.
	 

	 	•   The second driveway from the east: right-in, right-out access by means of a raised median.
	 

	 	•   The third driveway from the east (employee parking lot): full access.
	 

	 	•   The second driveway from the west: right-in, right-out by means of a raised median.
	 

	 	•   The westernmost driveway: full access.
	 

	 	•   Additional driveways for Phases 2 and 3 shall be reviewed at the time of their entitlement, and
conditions of approval
	 

	 	     shall be prepared as necessary regarding access.
	 
	 	 
	 

	 	NOTE: All truck driveways
shall have curb return radii of 50 feet.

PRIOR
TO ACCEPTANCE OF STREETS INTO THE CITY-MAINTAINED ROAD SYSTEM

	 	 	 

	TE21.

	 	Prior to the acceptance of streets into the City-maintained road system, all approved traffic
control and signing and striping shall be installed per current City Standards and the approved
plans (Advisory).

61

Resolution No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

 

December 29, 2008

CITY OF MORENO VALLEY

CONDITIONS OF APPROVAL FOR

Case No. PA07-0091 Plot Plan

PARKS AND COMMUNITY SERVICES DEPARTMENT

Note: All Special Conditions, Modified Conditions, or Clarification of Conditions are in bold
lettering. All other conditions are standard to all or most development projects.

Acknowledgement of Conditions

The following items are Parks and Community Services Department Conditions of Approval for project
PA07-0091 Plot Plan this project shall be completed at no cost to any Government Agency. All
questions regarding Parks and Community Services Department Conditions including but not limited
to, intent, requests for change/modification, variance and/or request for extension of time shall
be sought from the Parks and Community Services Department 951.413.3280. The applicant is fully
responsible for communicating with the Parks and Community Services Department project manager
regarding the conditions.

A multi-use trail and Class-I bikeway shall be designated for TPM 35629.

As
approved on TPM 35629, a multi-use trail within an approximate 10’-11’ wide easement to the
Community Services district (CSD) shall be located along the west side of Theodore Street. The
construction of the multi-use trail on Theodore Street along the frontage of the property shall be
completed with the future widening of said Street. The developer shall make financial arrangements
with the City to fund the multi-use trail construction prior to the issuance of any Certificate of
Occupancy on Parcel 1. Should the multi-use trail be subsequently eliminated from the City’s
General Plan, the developer shall have no further obligation to construct the multi-use trail and
the security issued will be returned to the developer.

As
approved on TPM 35629, a multi-use trail within an approximate
10’-11’ wide easement to the
CSD shall be located along the north side of Eucalyptus Street (currently Fir Avenue), within the
development. Development of multi-use trail segments shall occur when Eucalyptus Street is
constructed connecting Redlands Boulevard and Theodore Street or at the discretion of the Parks and
Community Services Director, an in-lieu fee or acceptable financial arrangement will be provided to
the City in an amount equal to the cost of constructing the improvements. Should the multi-use
trail be subsequently eliminated from the City’s General Plan, the developer shall have no further
obligation to construct the multi-use trail and the security issued or fee imposed will be returned
to the developer. The Final Map and Grading Plans shall show each segment as well as the overall
multi-use trail plan. The developer shall make financial arrangements with the City to fund the
multi-use trail construction for the segment along the frontage of Parcel 1 prior to the issuance
of any Certificate of Occupancy on Parcel 1. Each multi-use trail segment will follow the same
requirement for the remaining parcels.

As
approved on TPM 35629, a Class-I bikeway shall be provided on the east side of Redlands
Boulevard. The bikeway shall be constructed with the future reconstruction of the Redlands
Boulevard/State Route 60 Interchange. Prior to recordation of the Final Map, the developer shall
make financial arrangements with the City to fund the bikeway construction.

Per endorsement of the Trails Board on July 23, 2008, the trail was eliminated from Sinclair Street
(north of Eucalyptus Ave. to S.R. 60), and the trail along Eucalyptus Ave. (previously Fir Ave.)
was relocated to the north side of the street. With the elimination of the Sinclair Street trail,
additional trail was located along the north side of Eucalyptus Ave., between Sinclair Street and
Theodore Street. Therefore, the trail on the north side of Eucalyptus Ave. shall now be

Resolution No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

62

 

			
	Parks and Community Services Department
	 	December 29, 2008
	CONDITIONS OF APPROVAL	 	 
	 Case No. PA07-0091 Plot Plan	 	 

located from Redlands Blvd. to Theodore Street. A General P!an Amendment (GPA) and modification of
the Master Plan of Trails will be required to show modified trail alignments. The Eucalyptus Ave
trail shall be dedicated as an easement to the CSD from the industrial project. The Eucalyptus
Ave. trail easement segment shall be approximately 11’ in width. The planter behind the trail may
exceed 3’ in width.

PA07-0091

Parks and Community Services Department

Standard Trail Conditions:

	a.	 	Trail and bikeway construction shall adhere to: The
City’s Standard Plans, ‘The Greenbook
Standard Specifications for Public Works Construction’, ‘California Code of Regulations Title
24’ (where applicable), and the Park and Community Services Specification Guide.
(Advisory Condition)

	b.	 	The General Contractor shall be a State of California Class ‘A’ General Engineering
Contractor, per the Business and Professions Code Section 7056, or a combination of State
of California Class ‘C’ licenses for which the work is being performed. Licenses must be
current and in good standing, for the duration of the project. (Advisory Condition)

	c.	 	Trails and bikeways shall not be shared with any above ground utilities, blocking total width
access. (Advisory)

	d.	 	The following plans require Parks and Community Services written approval: Tentative
tract/parcel maps; rough grading plans (including all Delta changes); Final Map; precise
grading plans; street improvement plans; traffic signal plans; fence and wall plans;
landscape plans for areas adjacent to trails; trail improvement plans. (Advisory)

	e.	 	(GP) A detailed rough grading plan with profile for the trail shall be submitted and approved
by the Parks and Community Services Director or his/her designee prior to the issuance of
grading permits. (Advisory)

	f.	 	Grading certification and compaction tests for trails and bikeways are required, prior to
any trail or bikeway improvements being installed. (Advisory)

	g.	 	A minimum two-foot graded bench is required where trails adjoin landscaped or open space
areas. (Advisory)

	h.	 	(BP) Prior to the issuance of the first Building Permit, final improvement plans (mylars
and AutoCAD & PDF file on a CD-ROM) shall be reviewed and approved by the Community
Development Department — Planning Division; the Public Works Department — Land Development
and Transportation Division; Fire Prevention; and Parks and Community Services Department.
Landscaped areas adjacent to the trail or bikeway shall be designed to prevent water on the
trail or bikeway. (Advisory)

	i.	 	Two sets of complete trail and bikeway improvement plans shall be submitted to Parks and
Community Services for routing. Adjacent landscaping and walls shall be shown on the plans.
Final construction plans and details require wet stamped and signed Mylars, eight sets of
bond copies and one Mylar copy from the City signed mylars, the AutoCAD file on CD, and a PDF
file on CD. As-builts for the trails and bikeways have the same requirements as final plan
submittals. (Advisory)

	j.	 	All street crossings shall be signed with approved ‘STOP’ signs, trail signs, and posts. All
improved equestrian trail crossings at signalized intersections that are constructed at their
ultimate locations shall have 6’ high mounted push buttons. These shall be coordinated
through the Transportation Division. (Advisory)

	k.	 	CSD Zone ‘A’ plan check fees shall be paid prior to
the second plan check. (Advisory)

	l.	 	CSD Zone ‘A’ inspection fees shall be paid prior to signing of Mylars. (Advisory)

Resolution No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

63

 

			
	Parks and Community Services Department
	 	December 29, 2008
	CONDITIONS OF APPROVAL	 	 
	 Case No. PA07-0091 Plot Plan	 	 

	m.	 	The trail and bikeway shall be surveyed and staked by the developer. The trail shall be
inspected and approved by the Parks and Community Services Director or his/her designee prior
to the commencement of related work. (Advisory)

	n.	 	Any damage to bikeways, trails, or fencing during construction shall be repaired by the
developer and inspected by the Parks and Community Services Director or his/her designee;
prior to Certificate of Occupancy. (Advisory)

	o.	 	Concrete access areas to trails with decomposed granite surfaces shall be rough finished
concrete (typically tine finish). The access shall extend to the main
trail flat surface.
(Advisory)

	p.	 	In order to prevent the delay of building permit issuance, any deviation from trail fencing
materials or trail surface materials shall be submitted to Parks and Community Services
Director or his/her designee and approved in writing 60-days prior to the commencement of
trail construction. (Advisory)

	q.	 	Any unauthorized deviation from the approved plan, specifications, City Standard Plans, or
Conditions of Approval may result in the delay of building permit issuance and/or building
Finals/ Certificate of Occupancy of the project conditioned for improvements. (Advisory)

	r.	 	Where required, decorative solid-grouted block wall (no precision block, stucco,
veneer finishes, PVC, or wood fencing) with a minimum height of 72” on the trailside shall be
installed along lots that adjoin the trail. Block walls shall be located solely on private
property. If landscaping is to be utilized between the block wall and the trail, a PVC fence
shall be installed along the trail separating the landscaping from the trail (where
required). All block walls that have public view shall have an anti-graffiti coating per
Parks and Community Services specifications. Combination block/tubular steel fences shall
only be utilized where approved by Parks and Community Services. Tubular steel shall comply
with Parks and Community Services standards. Coating for tubular steel shall be
anti-graffiti coating for metal per Parks Community Services specifications. If alternate
products are requested, the requested material(s) shall be presented to the Director of Parks
and Community Services or his/her designee for review and approval. Under no circumstances
can alternate products be utilized without prior written authorization from the Parks and
Community Services Director or his/her designee. (Advisory)

	s.	 	Any damage to existing landscape or hardscape areas due to project construction shall be
repaired/replaced by the developer, or developer’s successors in interest, at no cost to the
City or Community Services District. (Advisory)

	t.	 	All inspections shall be requested two (2) working days in advance from the Parks and
Community Services Department at the time of rough and precise grading; fence and gate
installation; curb and drainage; flatwork; D.G. installation; graffiti coating; and final
inspection. (Advisory)

Resolution No. 2009-11

Exhibit A

Date Adopted: February 10, 2009

64

 

POLICE DEPARTMENT

CONDITIONS OF APPROVAL

PA07-0091 (Plot Plan)

APN: 488-350-001 through 002 and 488-360-001 through 012.

Note: All Special conditions are in bold lettering. All other conditions are standard to all or
most development projects

Standard Conditions

			
	PD1.	 	Prior to the start of any construction, temporary security fencing shall be erected. The
fencing shall be a minimum of six (6) feet high with locking, gated access and shall remain
through the duration of construction. Security fencing is required if there is: construction,
unsecured structures, unenclosed storage of materials and/or equipment, and/or the condition
of the site constitutes a public hazard as determined by the Public Works Department. If
security fencing is required, it shall remain in place until the project is completed or the
above conditions no longer exist. (DC 9.08.080) (Advisory)

			
	PD2.	 	(GP) Prior to the issuance of grading permits, a temporary project identification sign shall
be erected on the site in a secure and visible manner. The sign shall be conspicuously posted
at the site and remain in place until occupancy of the project. The sign shall include the
following:

	 	a.	 	The name (if applicable) and address of the development.
	 
	 	b.	 	The developer’s name, address, and a 24-hour emergency telephone
number. (DC 9.08.080) (Advisory)

			
	PD3.	 	(CO) Prior to the issuance of a Certificate of Occupancy, an Emergency Contact information
Form for the project shall be completed at the permit counter of the Community and Economic
Development Department — Building Division for routing to the Police Department. (DC
9.08.080) (Advisory)

			
	PD4.	 	Addresses needs to be in plain view visible from the street and visible at night. It needs
to have a backlight, so the address will reflect at night or a lighted address will be
sufficient. (Advisory)

			
	PD5.	 	All exterior doors in the rear and the front of the buildings need an address or suite
number on them. (Advisory)

65

Resolution No. 2009 -11

Exhibit A

Date Adopted: February 10, 2009

 

 

			
	PD6.	 	All rear exterior doors should have an overhead low sodium light or a light comparable
to the same. (Advisory)

			
	PD7.	 	The exterior of the building should have high-pressure sodium lights and or Metal halide
lights installed and strategically placed throughout the exterior of the building. The parking
lots should have adequate lighting to insure a safe environment for customers and or
employees. (Advisory)

			
	PD8.	 	All landscape cover should not exceed over 3’ from the ground in the parking lot.

			
	PD9.	 	Bushes that are near the exterior of the building should not
exceed 4’ and should not be
planted directly in front of the buildings or walkways.

			
	PD10.	 	Trees, which exceed 20’, should have a 7’ visibility from the ground to the
bottom half of the tree. This is so that patrons or employees can view the whole parking lot
while parking their vehicles in the parking lot.

			
	PD11.	 	Cash registers shall be placed near the front entrance of any retail portion of the
establishment or as approved by the Police Chief.

			
	PD12.	 	Window coverings shall comply with the city ordinance.

			
	PD13.	 	No loitering signs shall be posted in plain view throughout the building, or as approved by
the Police Chief.

66

Resolution No. 2009 -11

Exhibit A

Date Adopted: February 10, 2009

 

 

MVU
Plot Plan Conditions of Approval Highland Fairview 12-18-08

	 	 	 

	MVU-1

	 	(R) If the project is a multi-family development, townhome,
condominium, apartment, commercial or industrial project, and it
requires the installation of electric distribution facilities
within common areas, a non-exclusive easement shall be provided
to Moreno Valley Utility to include all such common areas. All
easements shall include the rights of ingress and egress for the
purpose of operation, maintenance, facility repair, and meter
reading.
	 
	 	 
	MVU-2

	 	(BP) City of Moreno Valley Municipal Utility Service — Electrical
Distribution: Prior to issuance of building permit, the developer shall
submit a detailed engineering plan showing design, location and schematics
for the utility system to be approved by the City Engineer. In accordance
with Government Code Section 66462, the Developer shall execute an agreement
with the City providing for the installation, construction, improvement and
dedication of the utility system following recordation of final map and
concurrent with trenching operations and other subdivision improvements so
long as said agreement incorporates the approved engineering plan and
provides financial security to guarantee completion and dedication of the
utility system.
	 
	 	 
	 

	 	The Developer shall coordinate and receive approval from the City Engineer to
install, construct, improve, and dedicate to the City, or the City’s
designee, all utility infrastructure (including but not limited to conduit,
equipment, vaults, ducts, wires, switches, conductors, transformers,
resistors, amplifiers, and “bring-up” facilities including electrical
capacity to serve the identified development and other adjoining/abutting/ or
benefiting projects as determined by Moreno Valley Utility) — collectively
referred to as “utility system” (to and through the development), along with
any appurtenant real property easements, as determined by the City Engineer
to be necessary for the distribution and /or delivery of any and all “utility
services” to each lot and unit within the Tentative Map. For purposes of this
condition, “utility services” shall mean electric service and utility-related
telecommunication only “Utility services” shall not include sewer, water, and
natural gas services, which are addressed by other conditions of approval.
Properties within development will be subject to an electrical system
capacity charge and that contribution will be collected prior to issuance of
building permits.

	 	 	 	 	 

	 
	 	67
	 	Resolution No. 2009 -11
	 
	 	 	 	Exhibit A
	 
	 	 	 	Date Adopted: February 10, 2009

 

 

	 	 	 

	MVU-2A

	 	The City, or the City’s designee, shall utilize
dedicated utility facilities to ensure safe, reliable, sustainable and
cost effective delivery of utility services and maintain the integrity
of streets and other public infrastructure. Developer shall, at
developer’s sole expense, install or cause the installation of such
interconnection facilities as may be necessary to connect the electrical
distribution infrastructure within the project to the Moreno Valley
Utility owned and controlled electric distribution system.
Alternatively, developer may cause the project to be included in or
annexed to a community facilities district established or to be
established by the City for the purpose of financing the installation of
such interconnection and distribution facilities. The project shall be
deemed to have been included in or annexed to such a community
facilities district upon the expiration of the statute of limitations to
any legal challenges to the levy of special taxes by such community
facilities district within the property. The statute of limitations
referred to above will expire 30 days after the date of the election by
the qualified electors within the project to authorize the levy of
special taxes and the issuance of bonds.
	 
	 	 
	 

	 	The installation of any proposed temporary overhead electric
distribution lines to be constructed to serve the subject project will
be installed/executed pursuant to a temporary utility service agreement.
The service agreement will address such things as the necessary
electrical circuit protection, as well as the requirement to permanently
relocate any temporary overhead to a permanent underground system in a
timely manner (not greater than 36 months) consistent with the
requirements of the service agreement and pursuant to applicable state
law.
	 
	 	 
	 

	 	An electrical protection coordination study shall be performed and
stamped by a registered professional electrical engineer in the State of
California and submitted to the utility for review and approval prior to
construction of the temporary overhead line consistent with the service
agreement.
	 
	 	 
	 

	 	Once the protection settings are approved and test reports performed, a
certified apparatus technician shall be submitted to the utility for
review. Any protection studies shall be stamped by the applicant’s
registered professional electrical engineer.
	 
	 	 
	 

	 	A specific easement will be required for the entire overhead line
extension constructed outside of the public right-of-way consistent with
the service agreement.

	 	 	 	 	 

	 
	 	68
	 	Resolution No. 2009 -11
	 
	 	 	 	Exhibit A
	 
	 	 	 	Date Adopted: February 10, 2009

 

 

	 	 	 

	MVU-3

	 	This project may be subject to a Reimbursement Agreement. The project
may be responsible for a proportionate share of costs associated with
electrical distribution infrastructure previously installed that
directly benefits the project. The project may be subject to a system
wide capacity charge in addition to the referenced reimbursement
agreement. Payment(s) shall be required prior to issuance of building
permit(s).

	 	 	 	 	 

	 
	 	69
	 	Resolution No. 2009 -11
	 
	 	 	 	Exhibit A
	 
	 	 	 	Date Adopted: February 10, 2009

 

 

	 	 	 	 	 

	
	  EXECUTED IN FOUR COUNTERPARTS

                                         AIA Document A312 
Performance Bond
	 	Safeco Insurance Companies 

Safeco Plaza

Seattle, WA 98185

BOND #6592411

PREMIUM: $352,418

Conforms with the American Institute of Architects, AIA Document A312.

Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable.

	 	 	 

	CONTRACTOR (Name and Address):
	 	SURETY (Name and Principal Place of Business):
	
	 	 
	J.D. DIFFENBAUGH, INC.

6865 AIRPORT DRIVE

RIVERSIDE, CA 92504
	 	Safeco Insurance Company of America

Safeco Plaza, Seattle, WA 98185

	 	 	 

	OWNER (Name and Address):
	 	HF LOGISTICS-SKX T1, LLC
	 
	 	14225 CORPORATE WAY
	 
	 	MORENO VALLEY, CA 92553

CONSTRUCTION CONTRACT

     Date: 04/23/2010

     Amount: $ $58,888,374.00

	 	 	 

	     Description (Name and Location):
	 	HIGHLAND FAIRVIEW CORPORATE PARK, SKECHERS DISTRIBUTION CENTER 29800 EUCALYPTUS AVENUE, RANCHO BELAGO, CA 92555

	 	 	 	 	 

	BOND	 	 
	 
	 	Date (Not earlier than Construction Contract Date):	 	04/23/2010
	 
	 	Amount: $58,888,374.00	 	 

	 	 	 	 	 	 	 

	 
	 	Modifications to this Bond:	 	o None	 	ý See Page 2

	 	 	 	 	 

	CONTRACTOR AS PRINCIPAL 

Company: J.D. DIFFENBAUGH, INC. (Corporate Seal)
	 	SURETY

Company: Safeco Insurance Company of America	 	

	 	 	 	 	 	 	 	 	 

	Signature:
	 	/s/ Joel Alexander
 
	 	Signature:	 	/s/ Lexie Sherwood
 
	 	 
	Name and Title: Joel Alexander, VP/CFO	 	Name and Title: LEXIE SHERWOOD / ATTORNEY-IN-FACT	 	 
	(Any additional signatures appear on page 2.)	 	 	 	 	 	 
	(FOR INFORMATION ONLY — Name, Address and Telephone)	 	OWNER’S REPRESENTATIVE (Architect, Engineer or other party):	 	 
	AGENT or BROKER:	 	 	 	 	 	 
	CULBERTSON INSURANCE SERVICES, INC. (714) 921-0530 

5500 E. SANTA
ANA CANYON RD. #201, ANAHEIM, CA 92807	 	 	 	HPA, INC.
18831 BARDEEN AVE., SUITE 100
IRVINE, CA 92612	 	 

1 The Contractor and the Surety, jointly and severally, bind themselves,
their heirs, executors, administrators, successors and assigns to the Owner for
the performance of the Construction Contract, which is incorporated herein
by reference.

2 If the Contractor performs the Construction Contract, the Surety and the
Contractor shall have no obligation under this Bond, except to participate in
conferences as provided in Subparagraph 3.1.

3 If there is no Owner Default, the Surety’s obligation under this Bond shall
arise after:

3.1 The Owner has notified the Contractor and the Surety at its address described in Paragraph
10 below that the Owner is considering declaring a Contractor Default and has requested and
attempted to arrange a conference with the Contractor and the Surety to be held not later than
five business days after receipt of such notice to discuss methods of performing the
Construction Contract. If the Owner, the Contractor and the Surety agree, the Contractor shall
be allowed a reasonable time to
perform the Construction Contract, but such an agreement shall not waive the Owner’s right,
if any, subsequently to declare a Contractor Default; and

3.2 The Owner has declared a Contractor Default and formally
terminated the Contractor’s right to complete the contract, Such
Contractor Default shall not be declared earlier than seven
business days after the Contractor and the Surety have
received notice as provided in Subparagraph 3.1; and

3.3 The Owner has agreed to pay the Balance of the Contract
Price to the Surety in accordance with the terms of the
Construction Contract or to a contractor selected to perform the
Construction Contract in accordance with the terms of the contract
with the Owner.

4 When the Owner has satisfied the conditions of Paragraph 3, the Surety shall within 30
business days and at the Surety’s expense take one of the following actions:

	 	 	 	 	 
	SURETY 5026 (6-92)

S-1852/SA 10/99	 	 	 	Safeco and the Safeco logo are registered trademarks of Safeco Corporation
XDP

Page 1 of 2

 

4.1 Arrange for the Contractor, with consent of the Owner, to perform and
complete the Construction Contract; or

4.2 Undertake to perform and complete the Construction Contract itself,
through its agents or through independent contractors; or

4.3 Obtain bids or negotiated proposals from qualified contractors
acceptable to the Owner for a contract for performance and completion of
the Construction Contract, arrange for a contract to be prepared for
execution by the Owner and the contractor selected with the Owner’s
concurrence, to be secured with performance and payment bonds executed
by a qualified surety equivalent to the bonds issued on the Construction
Contract, and pay to the Owner the amount of damages as described in
Paragraph 6 in excess of the Balance of the Contract Price incurred by the
Owner resulting from the Contractor’s default; or

4.4 Waive its right to perform and complete, arrange for completion, or
obtain a new contractor and with reasonable promptness under the
circumstances:

	 	1	 	After investigation, determine the amount for which it may be liable to the Owner
and, as soon as practicable after the amount is determined, tender payment therefor to
the Owner, or
	 
	 	2	 	Deny liability in whole or in part and notify the Owner citing reasons therefor.

5 If the Surety does not proceed as provided in Paragraph 4 within 30 business days the Surety
shall be deemed to be in default on this Bond fifteen days after receipt of an additional
written notice from the Owner to the Surety demanding that the Surety perform its obligations
under this Bond, and the Owner shall be entitled to enforce any remedy available to the Owner. If
the Surety proceeds as provided in Subparagraph 4.4, and the Owner refuses the payment tendered or
the Surety has denied liability, in whole or in part, without further notice the Owner shall be
entitled to enforce any remedy available to the Owner.

6 After the Owner has terminated the Contractor’s right to complete the Construction Contract, and
if the Surety elects to act under Subparagraph 4.1, 4.2, or 4.3 above, then the responsibilities
of the Surety to the Owner shall not be greater than those of the Contractor under the
Construction Contract, and the responsibilities of the Owner to the Surety shall not be greater
than those of the Owner under the Construction Contract. To the limit of the amount of this Bond,
but subject to commitment by the Owner of the Balance of the Contract Price to mitigation of costs
and damages on the Construction Contract, the Surety is obligated without duplication for:

6.1 The responsibilities of the Contractor for correction of defective work and completion of
the Construction Contract;

6.2 Additional legal, design professional and delay costs resulting from the Contractor’s
Default, and resulting from the actions or failure to act of the Surety under Paragraph 4; and

6.3 Liquidated damages, or if no liquidated damages are specified in the Construction
Contract, actual damages caused by delayed performance or non-performance of the Contractor.

7 The Surety shall not be liable to the Owner or others for obligations of the Contractor
that are unrelated to the Construction Contract, and the Balance of the Contract Price shall not
be reduced or set off on account of any such unrelated obligations. No right of action shall
accrue on this Bond to any person or entity other than the Owner or its heirs, executors,
administrators or successors and as identified in the dual obligee rider attached hereto and
incorporated by this reference.

8 The Surety hereby waives notice of any change, including changes of
time, to the Construction Contract or to related subcontracts, purchase
orders and other obligations.

9 Any proceeding, legal or equitable, under this Bond may be instituted
in any court of competent jurisdiction in the location in which the work or
part of the work is located and shall be instituted within two years after
Contractor Default or within two years after the Contractor ceased working
or within two years after the Surety refuses or fails to perform its
obligations under this Bond, whichever occurs first. If the provisions of this
Paragraph are void or prohibited by law, the minimum period of limitation
available to sureties as a defense in the jurisdiction of the suit shall be
applicable.

10 Notice to the Surety, the Owner or the Contractor shall be mailed or
delivered to the address shown on the signature page.

11 When this Bond has been furnished to comply with a statutory or other
legal requirement in the location where the construction was to be
performed, any provision in this Bond conflicting with said statutory or
legal requirement shall be deemed deleted herefrom and provisions
conforming to such statutory or other legal requirement shall be deemed
incorporated herein. The intent is that this Bond shall be construed as a
statutory bond and not as a common law bond.

12 DEFINITIONS

12.1 Balance of the Contract Price: The total amount payable by the
Owner to the Contractor under the Construction Contract after all
proper adjustments have been made, including allowance to the
Contractor of any amounts received or to be received by the Owner in
settlement of insurance or other claims for damages to which the
Contractor is entitled, reduced by all valid and proper payments made
to or on behalf of the Contractor under the Construction Contract.

12.2 Construction Contract: The agreement between the Owner and
the Contractor identified on the signature page, including all Contract
Documents and changes thereto.

12.3 Contractor Default Failure of the Contractor, which has neither
been remedied nor waived, to perform or otherwise to comply with the
terms of the Construction Contract.

12.4 Owner Default: Failure of the Owner, which has neither been
remedied nor waived, to pay the Contractor as required by the
Construction Contract or to perform and complete or comply with the
other terms thereof.

MODIFICATIONS TO THIS BOND ARE AS FOLLOWS:

1. Notwithstanding anything in the contract to the contrary, Surety is only
obligated to warranty work for one (1) year from the date of Substantial
Completion.

(Space is provided below for additional signatures of added parties, other than those appearing on the cover page.)

	 	 	 	 	 	 	 	 	 

	CONTRACTOR AS PRINCIPAL	 	 	 	 	 	 
	 
	Company:	 	Company: Safeco Insurance Company of America	 	(Corporate Seal)
	 
	Signature:
	 	 	 	Signature:	 	 	 	 
	 
	 	 
	 	 	 	 

	Name and Title:	 	Name and Title:	 	 
	Address:	 	Address: Safeco Plaza, Seattle, WA 98185	 	 

Page 2 of 2

 

CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT

	 	 	 

	State of California
	} 
	 
	County of Orange
	  

	 	 	 	 	 	 	 

	On
	 	4-23-10	 	before me,	 	Jan C. Moran, Notary Public
	 
	 	 	 	 	 	 
	 
	 	Date	 	 	 	Here Insert Name and Title of the Officer

	 	 	 

	personally appeared
	 	Lexie Sherwood
	 
	 	 
	 
	 	Name(s) of Signer(s)
	 
	 	 
	 

who proved to me on the basis of satisfactory
evidence to be the person(s) whose name(s) is/are
subscribed to the within instrument and
acknowledged to me that he/she/they executed the
same in his/her/their authorized capacity(ies), and
that by his/her/their signature(s) on the
instrument the person(s), or the entity upon behalf
of which the person(s) acted, executed the
instrument.

I certify under PENALTY OF PERJURY under the laws
of the State of California that the foregoing
paragraph is true and correct.

WITNESS my hand and official seal.

	 	 	 	 	 	 	 

	 
	 	Signature	 	/s/ Jan C. Moran
	 	 
	 
	 	 	 	Signature of Notary Public	 	 
	Place Notary Seal Above
	 	 	 	Jan C. Moran	 	 

					
	 
	 	 	OPTIONAL	 	 
	 	 	 	 	 

Though the information below is not required by law, it may prove valuable
to persons relying on the document and could prevent fraudulent removal and
reattachment of this form to another document.

Description of Attached Document

	 	 	 

	Title or Type of Document:
	 	 
	 
	 	 

	 	 	 	 	 	 	 

	Document Date:
	 	 	 	Number of Pages:	 	 
	 
	 	 	 	 	 	 

	 	 	 

	Signer(s) Other Than Named Above:
	 	 
	 
	 	 

Capacity(ies) Claimed by Signer(s)

	 	 	 

	Signer’s Name:

	
o
Individual
	 	 
	
o Corporate Officer — Title(s):
	 	 

	 	 	 

	o Partner — o Limited o General

o Attorney in Fact

o Trustee

o Guardian or Conservator

o Other: 

 

Signer Is Representing:

 

 

	 	

	 	 	 

	Signer’s Name:

	o
Individual
	 	 
	
o Corporate Officer — Title(s):
	 	 

	 	 	 

	o Partner — o Limited o General

o Attorney in Fact

o Trustee

o Guardian or Conservator

o Other: 

 

Signer Is Representing:

 

 

	 	

©
2007 National Notary Association • 9350 De Solo Ave., P.O. Box 2402
 • Chatsworth, CA 91313-2402 • www.NationalNotary.org. Item #5907 Reorder: Call Toll-Free 1-800-876-6827

 

 

CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT

	 	 	 

	State of California

	} 
	 
	County of RIVERSIDE
	  

	 	 	 	 	 	 	 

	On

	 	4-23-10
	 	before me,
	 	JM RODRIGUEZ, NOTARY PUBLIC
	 

	 	 
	 	 	 	 
	 

	 	Date
	 	 	 	Here Insert Name and Title of the Officer

	 	 	 

	personally appeared

	 	JOEL ALEXANDER
	 

	 	 
	 

	 	Name(s) of Signer(s)
	 
	 	 
	 

who proved to me on the basis of satisfactory
evidence to be the person whose name
is subscribed to the within instrument and
acknowledged to me that he executed the same
in his authorized capacity, and that
by his signature on the instrument the
person or the entity upon behalf of which the
person acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of
the State of California that the foregoing paragraph
is true and correct.

WITNESS my hand and official seal.

	 	 	 	 	 	 	 

	 
	 	Signature	 	JM Rodriguez
 

Signature of Notary Public	 	 
	Place Notary Seal Above
	 	 	 	Notary Public	 	 

					
	 	 	 	 	 
	 
	 	OPTIONAL	 	 
	 
	 	 	 	 

©
2007 National Notary Association • 9350 De Solo Ave., P.O. Box 2402
 • Chatsworth, CA 91313-2402 • www.NationalNotary.org. Item #5907 Reorder: Call Toll-Free 1-800-876-6827

 

 

	 	 	 	 	 

	

	 	

POWER OF

ATTORNEY
	 	Safeco Insurance Company of America

General Insurance Company of America

1001 4th Avenue

Suite 1700

Seattle, WA 98154

	 	 	 

	KNOW ALL BY THESE PRESENTS:

	 	No. 13294

That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a
Washington corporation, does each hereby appoint

********RICHARD
A. COON; DAVID L. CULBERTSON; CHARLES L. FLAKE; JAN C. MORAN; LEXIE SHERWOOD; Anaheim, California******************************************************************************************

Its true and lawful attorney(s)-in-fact, with full authority to execute on its behalf
fidelity and surety bonds or undertakings and other documents of a similar character issued in
the course of its business, and to bind the respective company thereby.

IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF
AMERICA have each executed and attested these presents

     this
14th day of January, 2009.

	 	 	 

	
	 	
	Dexter R. Legg, Secretary
	 	Timothy A. Mikolajewskl, Vice President

CERTIFICATE

Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA

and of GENERAL INSURANCE COMPANY OF AMERICA:

“Article V, Section 13. — FIDELITY AND SURETY BONDS ... the President, any Vice President, the
Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge
of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or
under other appropriate titles with authority to execute on behalf of the company fidelity and
surety bonds and other documents of similar character issued by the company in the course of
its business... On any instrument making or evidencing such appointment, the signatures may be
affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking
of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other
manner reproduced; provided, however, that the seal shall not be necessary to the validity of
any such instrument or undertaking.”

Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA

and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970.

	 	 	“On any certificate executed by the Secretary or an assistant secretary of the
Company setting out,

	 	(i)	 	The provisions of Article V, Section 13 of the By-Laws,
and
	 
	 	(ii)	 	A copy of the power-of-attorney appointment, executed pursuant thereto, and
	 
	 	(iii)	 	Certifying that said power-of-attorney appointment is in full force and
effect,

the signature of the certifying officer may be by facsimile, and the seal
of the Company may be a facsimile thereof.”

I, Dexter R. Legg, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE
COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a
Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued
pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the Power of
Attorney are still in full force and effect.

IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation

     this 23rd day of April, 2010.

	 	 	 	 	 

	
	 		 	
	 

	 	 	 	Dexter R. Legg, Secretary

Safeco® and the Safeco logo are registered trademarks of Safeco Corporation.

S-0974/DS
1/09

 

 

	 	 	 

	
	 	Safeco Insurance Companies

Safeco Plaza

Seattle, WA 98185

EXECUTED IN FOUR COUNTERPARTS

DUAL
OBLIGEE RIDER TO PERFORMANCE BOND Bond #6592411

     WHEREAS,
Heretofore, on or about the 23RD day of APRIL, 2010, J.D. DIFFENBAUGH, INC.,
hereinafter referred to as Principal, entered into a written agreement with
HF LOGISTICS-SKX T1, LLC, hereinafter referred to as Original Obligee, for the construction of
HIGHLAND FAIRVIEW CORPORATE PARK SKECHERS DISTRIBUTION CENTER
29800 EUCALYPTUS AVENUE, RANCHO BELAGO, CA 92555, and

     WHEREAS,
the Principal and the Safeco Insurance Company of America, a
Washington Corporation, as Surety, executed and delivered to
the Original Obligee their joint and several Performance Bond, and

     WHEREAS,
BANK OF AMERICA NA AS ADMINISTRATIVE AGENT FOR ITSELF AND THE LENDERS,
hereinafter referred to as Additional Obligee, has requested the Principal and Surety to join with
the Original Obligee in the execution and delivery of this Rider, and the Principal and Surety have
agreed so to do upon the conditions herein stated.

     NOW THEREFORE, in consideration of one dollar and other good and valuable consideration,
receipt of which is acknowledged, the undersigned agree that the said Performance Bond shall be,
and is, amended as follows:

	 	1.	 	The name of BANK OF AMERICA NA AS ADMINISTRATIVE AGENT FOR ITSELF AND THE LENDERS, as
Additional Obligee, shall be added to said bond as a named Obligee.
	 
	 	2.	 	The rights of Additional Obligee as a named Obligee shall be subject to
the condition precedent that the Original
Obligee’s obligations under the contract be performed.
	 
	 	3.	 	The aggregate liability of the Surety under said bond to the Original
Obligee and Additional Obligee, as their
interests may appear, is limited to the penal sum of the said bond.
	 
	 	4.	 	The Surety, as its option, may make any payment under said bond by
check issued jointly to the Original Obligee
and Additional Obligee.
	 
	 	5.	 	The purpose of this Rider is to add an Additional Obligee only and is
not intended to affect or alter the terms and
conditions of this bond.

Signed,
sealed and dated this 23RD day of APRIL, 2010.

	 	 	 	 	 	 	 	 	 	 	 

	(Seal if corporation)	 	 	 	HF
LOGISTICS-SKX T1, LLC	 	 
	Attest	 	 	 	 	 	Original Obligee	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	By	 	/s/ Iddo Benzeevi	 	 
	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	BANK OF AMERICA NA AS ADMINISTRATIVE	 	 
	(Seal if corporation)	 	 	 	 	 	AGENT FOR ITSELF AND THE LENDERS	 	 
	Attest	 	 	 	 	 	Additional Obligee	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	By	 	 	 	 
	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	SAFECO INSURANCE COMPANY OF AMERICA	 		 	 	 	 	 	 
	 
	 	 	 	 	 	 	J.D. DIFFENBAUGH, INC.	 	 
	 
	 	 	 	 	 	 	Principal	 	 
	 
	 	 	 	 	 	 	 	 	 
	By
	 	/s/ LEXIE SHERWOOD
 

LEXIE SHERWOOD
	 	 	 	 	 	 	 
	 
	 	Attorney-in-Fact
	 	 	 	By
	 	/s/ JOEL ALEXANDER
 

	 	 

Safeco and the Safeco logo are registered trademarks of Safeco Corporation.

XDP

S-2062/SA
10/99

 

 

CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT

	 	 	 	 	 

	
State of California

County of Orange

	 	}
	 	 

	 	 	 	 	 	 	 	 	 

	On

	 	4-23-10
 

Date
	 	before me,
	 	Jan C. Moran, Notary Public
 

Here Insert Name and Title of the Officer
	, 	 

	 	 	 	 	 

	personally appeared

	 	Lexie Sherwood
 

Name(s) of Signer(s)

	 	 
	 	 	 	 	 
	 ,	 	 

who proved to me on the basis of
satisfactory evidence to be the person(s) whose name(s) is/are
subscribed to the within instrument and acknowledged to me that he/she/they executed the same in
his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument
the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.

WITNESS my hand and official seal.

	 	 	 	 	 	 	 

	 
	 	Signature	 	/s/ Jan C. Moran
 
	 	 
	 
	 	 	 	Signature of Notary Public	 	 
	Place Notary Seal Above
	 	 	 	Jan C. Moran	 	 

	 	 	 	 	 	 	 

	 

	 	OPTIONAL
	 	 

Though the information below is not required by law, it may prove valuable to
persons relying on the document and could prevent fraudulent removal and
reattachment of this form to another document.

Description of Attached Document

	 	 	 

	
Title or Type of Document:	 	 

	 	 	 	 	 	 	 	 	 

	
Document Date:
	 	 	 	Number of Pages:	 	 	 	 
	
	 	
 
	 	 	 	
 

	 	 	 

	Signer(s) Other Than Named Above:

	 	 

Capacity(ies) Claimed by Signer(s)

	 	 	 

	Signer’s Name:

	
o
Individual
	 	 
	
o Corporate Officer — Title(s):
	 	 

	 	 	 

	o Partner — o Limited o General

o Attorney in Fact

o Trustee

o Guardian or Conservator

o Other: 

 

Signer Is Representing:

 

 

	 	

	 	 	 

	Signer’s Name:

	o
Individual
	 	 
	
o Corporate Officer — Title(s):
	 	 

	 	 	 

	o Partner — o Limited o General

o Attorney in Fact

o Trustee

o Guardian or Conservator

o Other: 

 

Signer Is Representing:

 

 

	 	

© 2007 National Notary
Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth,
CA 91313-2402 • www.NationalNotary.org Item #5907
Reorder: Call Toll-Free 1-800-876-6827

 

 

CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT

	 	 	 	 	 

	
State of California

County of RIVERSIDE

	 	}
	 	 

	 	 	 	 	 	 	 	 	 

	On
	 	4-23-10
 

Date	 	before me,	 	JM RODRIGUEZ, NOTARY PUBLIC
 

Here Insert Name and Title of the Officer	, 	 

	 	 	 	 	 

	personally appeared

	 	JOEL ALEXANDER
 

Name(s) of Signer(s)

	 	 
	 	 	 	 	 
	 ,	 	 

who proved to me on the basis of satisfactory evidence to be the person whose name is
subscribed to the within instrument and acknowledged to me that he executed the same in his
authorized capacity, and that by his signature on the instrument the person or the entity upon
behalf of which the person acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.

WITNESS my hand and official seal.

	 	 	 	 	 	 	 

	 
	 	Signature	 	/s/ JM RODRIGUER, NORTY PUBLIC
 
	 	 
	Place Notary Seal Above
	 	 	 	Signature of Notary Public	 	 

	 	 	 
	 	OPTIONAL	 
	 	 

©2007 National Notary Association • 9350 De Soto
Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402
• www.NationalNotary.org Item #5907 Reorder: Call
Toll-Fee 1-800-876-5827

 

 

	 	 	 	 	 

	

	 	POWER

OF ATTORNEY
	 	Safeco Insurance Company of America

General Insurance Company of America

1001 4th Avenue

Suite 1700

Seattle,  WA 98154

	 	 	 

	KNOW ALL BY THESE PRESENTS:

	 	No.     13294                              
	That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a
Washington corporation, does each hereby appoint

********RICHARD
A. COON; DAVID L. CULBERTSON; CHARLES L. FLAKE; JAN C. MORAN; LEXIE SHERWOOD; Anaheim, California*****************************
*****************************************************

Its true and lawful attorney(s)-in-fact, with full authority to execute on its behalf fidelity
and surety bonds or undertakings and other documents of a similar
character issued in the course
of its business, and to bind the respective company thereby.

IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF
AMERICA have each executed and attested these presents

           this
14th day of  January, 2009.

	 	 	 

	

	 	

	 	 	 

	Dexter R. Legg, Secretary

	 	Timothy A. Mikolajewski, Vice President
	 

CERTIFICATE

Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA

and of GENERAL INSURANCE COMPANY OF AMERICA:

“Article V,
Section 13. — FIDELITY AND SURETY BONDS ... the President, any Vice President, the
Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge
of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or
under other appropriate titles with authority to execute on behalf of the company fidelity and
surety bonds and other documents of similar character issued by the company in the course of its
business... On any instrument making or evidencing such appointment, the signatures may be
affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking
of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other
manner reproduced; provided, however, that the seal shall not be necessary to the validity of
any such instrument or undertaking.”

Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA

and of GENERAL INSURANCE COMPANY OF AMERICA adopted
July 28, 1970.

“On any certificate executed by the Secretary or an assistant secretary
of the Company setting out,

     (i) The provisions of Article V, Section 13 of the By-Laws, and

     (ii) A copy of the power-of-attorney
 appointment, executed pursuant thereto,
and

     (iii) Certifying that said
 power-of-attorney appointment is in full force and
effect,

the signature of the certifying officer may be by facsimile, and the
seal of the Company may be a
facsimile thereof.”

I, Dexter
R. Legg, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE
COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a
Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued
pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the Power of
Attorney are still in full force and effect.

IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation

          this
23rd day of  April, 2010.

	 	 	 	 	 

	
	 	
	 	
	 
	 	 	 	Dexter R. Legg, Secretary

Safaco® and the Safeco logo are registered trademarks of Safeco Corporation.

S-0974/DS
1/09

 

	 	 	 	 	 

	EXECUTED IN FOUR COUNTERPARTS
	 	PAYMENT BOND
	 	Bond #6592411

PREMIUM: INCLUDED IN

PERFORMANCE BOND

Conforms with The American Institute of Architects

AIA
Document A312

Any singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable.

	 	 	 

	CONTRACTOR (Name and Address):

	 	SURETY:
	   J.D. DIFFENBAUGH, INC.

	 	Safeco Insurance Company of America
	   6865 AIRPORT DRIVE
	 	 
	   RIVERSIDE, CA 92504

	 	Safeco Plaza, Seattle, WA 98185

			
	OWNER (Name and Address):	 	HF LOGISTICS–SKX T1, LLC

14225 CORPORATE WAY

MORENO VALLEY, CA 92553

CONSTRUCTION CONTRACT

   Date: 04/23/2010

   Amount: $58,888,374.00

			
	   Description (Name and Location):	 	HIGHLAND FAIRVIEW CORPORATE PARK, SKECHERS DISTRIBUTION CENTER
29800 EUCALYPTUS AVENUE, RANCHO BELAGO, CA 92555

BOND

					

	   Date (Not earlier than Construction Contract Date): 04/23/2010	 	 
	   Amount:  $58,888,374.00
	 	 	 	 
	   Modifications to this Bond:

	 	o None
	 	x See Page 3
	 
	 	 	 	 
	CONTRACTOR AS PRINCIPAL

	 	SURETY Safeco Insurance Company of America	 	 
	Company: J.D. DIFFENBAUGH, INC.

	 	 	 	

	 	 	 	 	 	 	 	 	 

	Signature:

	 	/s/ Joel Alexander
	 	 	 	Signature:
	 	/s/ Lexie Sherwood
	 

	 	 
	 	 	 	 	 	 
	Name and Title:

	 	JOEL ALEXANDER VP/CFO
	 	 	 	Name and Title:
	 	LEXIE SHERWOOD /ATTORNEY-IN-FACT

	 	 	 

	(FOR INFORMATION ONLY-Name, Address and Telephone) AGENT or BROKER:

	 	OWNER’S REPRESENTATIVE
(Architect, Engineer or other party): HPA, INC.
	CULBERTSON
INSURANCE SERVICES, INC. (714) 921-0530

	 	18831 BARDEEN AVE., SUITE 100
	5500
E. SANTA ANA CANYON RD. #201, ANAHEIM, CA 92807

	 	IRVINE, CA 92612

1 The Contractor and the Surety, jointly and
severally, bind themselves, their heirs,
executors, administrators, successors and
assigns to the Owner to pay for labor, materials
and equipment furnished for use in the
performance of the Construction Contract, which
is incorporated herein by reference.

2 With respect to the Owner, this obligation
shall be null and void if the Contractor:

2.1 Promptly makes payment, directly or
indirectly, for all sums due Claimants, and

2.2 Defends, indemnifies and holds harmless the Owner
from claims, demands, liens or suits by any person or entity whose claim, demand, lien or suit is
for the payment for labor, materials or equipment furnished for use in the performance of the
Construction Contract, provided the Owner has promptly notified the Contractor and the Surety (at
the address described in Paragraph 12) of any claims, demands, liens or suits and tendered defense
of such claims, demands, liens or suits to the Contractor and the Surety, and provided there is no
Owner Default.

3 With respect to Claimants, this obligation shall be null

S-2149/SA
1/08

Page 1 of 3

 

and void if the Contractor promptly makes payment, directly or indirectly, for all sums due.

4 The Surety shall have no obligation to Claimants under this Bond until:

4.1 Claimants who are employed by or have a direct contract with the Contractor have given
notice to the Surety (at the address described in Paragraph 12) and sent a copy, or notice
thereof, to the Owner, stating that a claim is being made under this Bond and, with
substantial accuracy, the amount of the  claim.

4.2 Claimants who do not have a direct
contract with the Contractor:

	 	.1	 	Have furnished written notice to the Contractor and sent a copy, or notice
thereof, to the Owner, within 90 days after having last performed labor or last
furnished materials or equipment included in the claim stating, with substantial
accuracy, the amount of the claim and the name of the party to whom the materials were
furnished or supplied or for whom the labor was done or performed; and
	 
	 	.2	 	Have either received a rejection in whole or in part from the Contractor, or not
received within 30 days of furnishing the above notice any communication from the
Contractor by which the Contractor has indicated the claim will be paid directly or
indirectly; and
	 
	 	.3	 	Not having been paid within the above 30 days, have sent a written notice to the
Surety (at the address described in Paragraph 12) and sent a copy, or notice thereof,
to the Owner, stating that a claim is being made under this Bond and enclosing a copy
of the previous written notice furnished to the Contractor.

5 If a notice required by Paragraph 4 is given by the Owner to the Contractor or to the Surety,
that is sufficient compliance.

6 When the Claimant has satisfied the conditions of Paragraph 4, the Surety shall promptly and at
the Surety’s expense take the following actions:

6.1 Send an answer to the Claimant, with a
 copy to the Owner, within 45 days after receipt of
the claim, stating the amounts that are undisputed and the basis for challenging any amounts
that are disputed.

6.2 Pay or arrange for payment of any undisputed amounts.

7 The Surety’s total obligation shall not exceed the amount of this Bond, and the amount of this
Bond shall be credited for any payments made in good faith by the Surety.

8 Amounts owed by the Owner to the Contractor under the Construction Contract shall be used for the
performance of the Construction Contract and to satisfy claims, if any, under any Construction
Performance Bond. By the Contractor furnishing and the Owner accepting this Bond, they agree that
all funds earned by the Contractor in the performance of the Construction contract are dedicated to
satisfy obligations of the Contractor and the Surety under this Bond, subject to the Owner’s
priority to use the funds for the completion of the work.

9 The Surety shall not be liable to the Owner, Claimants or others for obligations of the
contractor that are unrelated to the Construction
Contract. The Owner shall not be liable for payment of any costs or expenses of any Claimant under
this Bond, and shall have under this bond no obligations to make payments to, give notices on
behalf of, or otherwise have obligations to Claimants under this Bond.

10 The Surety hereby waives notice of any change, including changes of time, to the
Construction Contract or to related subcontracts, purchase orders and other obligations.

11 No suit or action shall be commenced by a Claimant under this Bond other than in a court of
competent jurisdiction in the location in which the work or part of the work is located or after
the expiration of one year from the date (1) on which the Claimant gave the notice required by
Subparagraph 4.1 or Clause 4.2.3, or (2) on which the last labor or service was performed by
anyone or the last materials or equipment were furnished by anyone under the Construction
contract, whichever of (1) or (2) first occurs. If the provisions of this Paragraph are void or
prohibited by law, the minimum period of limitation available to sureties as a defense in the
jurisdiction of the suit shall be applicable.

12 Notice to the Surety, the Owner or the Contractor shall be mailed or delivered to the address
shown on the signature page. Actual receipt of notice by Surety, the Owner or the Contractor,
however accomplished, shall be sufficient compliance as of the date received at the address shown
on the signature page.

13 When this bond has been furnished to comply with a statutory or other legal requirement in the
location where the construction was to be performed, any provision in this Bond conflicting with
said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming
to such statutory or other legal requirement shall be deemed incorporated herein. The intent is
that this Bond shall be construed as a statutory bond and not as a common law bond.

14 Upon request by any person or entity appearing to be a potential beneficiary of this Bond, the
Contractor shall promptly furnish a copy of this Bond or shall permit a copy to be made.

15  DEFINITIONS

15.1 Claimant: An individual or entity having a direct contract with the Contractor or
with a subcontractor of the Contractor to furnish labor, materials or equipment for use in the
performance of the Contract. The intent of this Bond shall be to include without limitation in
the terms “labor, materials or equipment” that part of that part of water, gas, power, light,
heat, oil, gasoline, telephone service or rental equipment used in the Construction Contract,
architectural and engineering services required for performance of the work of the Contractor
and the Contractor’s subcontractors, and all other items for which a mechanic’s lien may be
asserted in the jurisdiction where the labor, materials or equipment were furnished.

15.2 Construction Contract: The agreement between the Owner and the Contractor identified on
the signature page, including all Contract Documents and changes thereto.

15.3 Owner Default: Failure of the Owner, which has neither been remedied nor waived, to pay the
Contractor as required by the Construction Contract or to perform and complete or comply with
the other terms thereof.

Page 2 of 3

 

MODIFICATIONS TO THIS BOND ARE AS FOLLOWS:

Sub
paragraph 4.3 is added as follows:

4.3 Claimant has furnished to Surety proof of claim duly sworn to by Claimant, along
with adequate supporting documentation which proves the amount claimed is due and payable.

Paragraph 5 is amended as follows:

5
If a notice required by paragraph 4 is given by Owner to the Contractor and
to the Surety, that is sufficient compliance. 

Paragraph 6 is deleted in its
entirety and the following is substituted in its place:

6 When the Claimant has satisfied the conditions of Paragraph 4, and has submitted all
supporting documentation and any proof of claim requested by the Surety, the Surety shall,
within a reasonable period of time, notify the Claimant of the amounts that are undisputed
and the basis for challenging any amounts that are disputed, including, but not limited to,
the lack of substantiating documentation to support the claim as to entitlement or amount,
and the Surety shall, within a reasonable period of time, pay or make arrangements for
payment of any undisputed amount; provided, however, that the failure of the Surety to
timely discharge its obligations under this paragraph or to dispute or identify any specific
defense to all or any part of a claim shall not be deemed to be an admission of liability by
the Surety as to such claim or otherwise constitute a waiver of the Contractor’s or Surety
defenses to, or right to dispute such claim. Rather, the Claimant shall have the immediate
right, without further notice, to bring suit against the Surety to enforce any remedy
available to it under this Bond.

(Space is provided below for additional signatures of added parties, other than those appearing on the cover page.)

	 	 	 	 	 	 	 	 	 	 	 	 	 

	CONTRACTOR AS PRINCIPAL	 	(Corporate Seal)	 	 	 	SURETY	 	 	 	 
	 
	Company:

	 	 	 	 	 	 	 	Company:	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	Signature:

	 	 

	 	 	 	Signature:	 	 

	 	 
	Name and Title:	 	 	 	 	 	Name and Title:	 	 	 	 
	Address:

	 	 	 	 	 	 	 	Address:	 	 	 	 

S-2149/SA
1/08

Page 3 of 3

 

CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT

	 	 	 	 	 

	

State of California

County of Orange

	 	}
	 	 

	 	 	 	 	 	 	 	 	 

	On

	 	4-23-10
 

Date
	 	before me,
	 	Jan C. Moran, Notary Public
 

                                Here Insert Name and Title of the Officer
	 	 

	 	 	 	 	 

	personally appeared

	 	Lexie Sherwood
 

Name(s) of Signer(s)

	 	 
	 	 	 	 	 
	 	 	 

Place Notary Seal Above

who proved to me on the basis of satisfactory
evidence to be the person(s) whose name(s) is/are
subscribed to the within instrument and
acknowledged to me that he/she/they executed the
same in his/her/their authorized
capacity(ies), and that by his/her/their signature(s) on the
instrument the person(s), or the entity upon behalf of
which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws
of the State of California that the foregoing paragraph is
true and correct.

WITNESS my hand and official seal.

	 	 	 	 	 

	Signature

	 	 

/s/ Jan C. Moran
	 	 
	 

	 	Signature of Notary Public	 	 
	 

	 	 Jan C. Moran	 	 

	 	 	 	 	 	 	 

	 

	 	OPTIONAL
	 	 

Though the information below is not required by law, it may prove valuable to
persons relying on the document and could prevent fraudulent removal and
reattachment of this form to another document.

Description of Attached Document

	 

	Title or Type of Document:

	 	 	 	 	 	 	 	 	 

	Document Date:

	 
	  Number of
Pages:

	 	 	 

	Signer(s)
Other Than Named Above:

	 	 

Capacity(ies) Claimed by Signer(s)

	 	 	 

	Signer’s
Name: 

	 	 
	o Individual
	 	 
	o
Corporate Officer — Title(s):  

	 	 

	 	 	 

	o Partner — o Limited o General

o Attorney in Fact

o Trustee

o Guardian or Conservator

o Other:

 

Signer Is Representing: 

 

 

	 	

	 	 	 

	Signer’s Name: 

	 	 
	o Individual
	 	 
	o
Corporate Officer—Title(s): 

	 	 

	 	 	 

	o Partner — o Limited o General

o Attorney in Fact

o Trustee

o Guardian or Conservator

o Other:

 

Signer Is Representing: 

 

 

	 	

©
2007 National Notary Association • 9350 De Soto Ave.,
P.O. Box 2402 • Chatsworth, CA 91313-2402 •
www.National Notary.org Item #5907 Reorder: Call Toll-Free 1-800-876-6827

 

CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT

	 	 	 	 	 

	

State of California

County of RIVERSIDE

	 	}
	 	 

	 	 	 	 	 	 	 	 	 

	On

	 	4-23-10
 

Date
	 	before me,
	 	JM RODRIGUEZ, NOTARY PUBLIC
 

Here Insert Name and Title of the Officer
	, 	 

	 	 	 	 	 

	personally appeared

	 	JOEL ALEXANDER
 

Name(s) of Signer(s)

	 	 
	 	 	 	 	 
	 ,	 	 

Place Notary Seal Above

who proved to me on the basis of satisfactory
evidence to be the person whose name is
subscribed to the within instrument and
acknowledged to me that he executed the
same in his authorized
capacity, and that by his signature on the
instrument the person, or the entity upon behalf of
which the person acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws
of the State of California that the foregoing paragraph is
true and correct.

WITNESS my hand and official seal.

	 	 	 	 	 

	 Signature

	 	 

/s/ J.M. Rodriguez
	 	 
	 

	 	Signature of Notary Public	 	 
	 

	 	Notary Public	 	 

	 	 	 	 	 	 	 

	 

	 	OPTIONAL
	 	 

©
2007 National Notary Association • 9350 De Soto Ave.,
P.O. Box 2402 • Chatsworth, CA 91313-2402 •
www.National Notary.org Item #5907 Reorder: Call Toll-Free 1-800-876-6827

 

	 	 	 	 	 

	

	 	POWER

OF ATTORNEY

	 	Safeco Insurance Company of America

General Insurance Company of America

1001 4th Avenue

Suite 1700

Seattle, WA 98154

	 	 	 

	
KNOW ALL BY THESE PRESENTS:

	 	No. 13294

That 
SAFECO INSURANCE COMPANY OF AMERICA and GENERAL  INSURANCE
COMPANY OF  AMERICA, each a
Washington corporation, does each hereby appoint

********RICHARD A. COON; DAVID L CULBERTSON; CHARLES L. FLAKE; JAN C. MORAN; LEXIE SHERWOOD;
Anaheim, California******************************************************************************************

its true
and lawful attorney(s)-in-fact, with full authority to execute on its behalf fidelity
and surety bonds or undertakings and other documents of a similar character issued in the course
of its business, and to bind the respective company thereby.

IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA
have each executed and attested these presents

this 14th
 day of January, 2009.

	 	 	 

	

	 	
	Dexter R. Legg, Secretary

	 	Timothy A. Mikolajewski, Vice President

CERTIFICATE

Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA

and of GENERAL INSURANCE COMPANY OF AMERICA:

“Article V, Section 13. — FIDELITY AND SURETY BONDS ... the President, any Vice President, the
Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of
surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under
other appropriate titles with authority to execute on behalf of the company fidelity and surety
bonds and other documents of similar character issued by the company in the course of its
business... On any instrument making or evidencing such appointment, the signatures may be affixed
by facsimile. On any instrument conferring such authority or on any bond or undertaking of the
company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner
reproduced; provided, however, that the seal shall not be necessary to the validity of any such
instrument or undertaking.”

Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA

and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970.

“On any certificate executed by the Secretary or an assistant secretary of the
Company setting out,

     (i) The provisions of
Article V, Section 13 of the By-Laws, and

     (ii) A copy of the
power-of-attorney appointment, executed pursuant thereto, and

     (iii) Certifying that said power-of-attorney appointment is in full force and effect,

 the
signature of the certifying officer may be by facsimile, and the seal of the
Company may be a facsimile thereof.”

I, Dexter R. Legg, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE
COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a
Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued
pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the Power of
Attorney are still in full force and effect.

IN WITNESS
WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation

this 23rd
 day of
 April, 2010.

	 	 	 	 	 

	
	 	
	 	

Dexter R. Lagg, Secretary

Safeco® and the Safeco logo are registered trademarks of Safeco Corporation.

	 	 	 
	S-0974/DS 1/09	 	WEB PDF

 

 

	 	 	 	 	 

	

	 	LENDER’S DUAL

OBLIGEE RIDER TO

PAYMENT BOND
	 	Liberty Mutual Surety

1001 4th Avenue, Suite 1700

Seattle, WA 98154

	 	 	 

	EXECUTED IN FOUR COUNTERPARTS

	 	Bond #6592411

WHEREAS, Heretofore, on or about the 23rd day of April 2010,
J.D. Diffenbaugh, Inc.,
as Contractor entered into a written agreement with HF Logistics-SKX T1, LLC
as Owner for the construction of Highland Fairview Corporate Park 29800 Eucalyptus Avenue,
Rancho Belago, CA 92555, and

WHEREAS, the Contractor and the Safeco Insurance Company of America,
a Washington  corporation, as Surety, executed and delivered to the Owner a Payment Bond,
and

WHEREAS, the Owner has arranged for a loan for the exclusive purpose of payment for the
performance of said Contract and has requested the Contractor and Surety to join with the Owner in
the execution and delivery of this Rider, and the Contractor and Surety have agreed so to do upon
the conditions herein stated.

NOW, THEREFORE, in consideration of one dollar and other good and valuable consideration, receipt
of which is acknowledged, the undersigned agree that the said Payment Bond shall be, and is
amended as follows:

	1.	 	The name of BANK OF AMERICA NA AS ADMINISTRATIVE AGENT FOR ITSELF AND THE LENDERS
as Lender shall be added to said bond as a named Obligee.
	 
	2.	 	The rights of the Lender as a named Obligee shall be subject to the condition precedent that
the Owner’s obligations to the Contractor be performed.
	 
	3.	 	The total aggregate liability of the Surety under said bond to Owner, Lender, and third party
beneficiaries, as their interests may appear, is limited to the penal sum of the said bond.
	 
	4.	 	The rights of the Lender as a named Obligee shall be co-extensive with the rights of the
Owner and the execution of this rider shall not be construed as conferring any different or
greater right to Lender. The intent of this rider is to permit Lender a direct right of action
against Principal and Surety under the Payment Bond to enforce their obligation to pay labor
and materialmen claimants who are protected and who have perfected their right under said bond
and for no other purpose.
	 
	5.	 	This rider shall not be construed to broaden or change the terms, conditions, or obligations
of said Payment Bond insofar as any claimants, as the term claimant is defined therein, are
concerned, nor shall this rider inure to the benefit of any person, firm or business
organization who does not qualify as claimant under said Payment Bond.
	 
	6.	 	Except as herein modified, said Payment Bond shall be and remain in full force and effect.

Signed, sealed and dated this 23rd
 day of April, 2010.

	 	 	 	 	 	 	 	 	 

	(Seal if corporation)	 	HF Logistics-SKX T1, LLC	 	 
	Attest

	 	 	 	 	 	Owner	 	 
	 
	 	 	 	 	 	 	 	 
	 

	 	By
	 	/s/ Iddo Benzeevi
 

	 	 
	 
	 	 	 	 	 	 	 	 
	 	 
	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 
	 	 	J.D. Diffenbaugh, Inc.	 	 
	 

	 	 	 	 	 	Contractor	 	 
	 
	 	 	 	 	 	 	 	 
	(Seal if corporation)
	 	 	 	 	 	 	 	 
	Attest

	 	By

	 	/s/ Joel Alexander
 

	 	 
	 
	 	 	 	 	 	 	 	 
	 	 	 
	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 
	 	 	Safeco Insurance Company of America	 	 
	 
	 	 	 	 	 	 	 	 
	 

	 	By
	 	/s/ Lexie Sherwood
 

	 	 
	 

	 	
	 	
 

Lexie Sherwood
	 	Attorney-in-Fact
	 	 

	 	 	 
	S-1289/SA 10/99	 	XDP

 

 

CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT

	 	 	 	 	 

	

State of California

County of Orange
	 	}
	 	 

	 	 	 	 	 	 	 	 	 

	On

	 	4-23-10
 

Date
	 	before me,
	 	Jan C. Moran, Notary Public
 

Here Insert Name and Title of the Officer
	, 	personally appeared

	 	 	 	 	 

	Lexie Sherwood
 

Name(s) of Signer(s)

	 	 
	 	 	 	, 	 
	 	 	 

Place Notary Seal Above

who proved to me on the basis of satisfactory
evidence to be the person(s) whose name(s) is/are
subscribed to the within instrument and
acknowledged to me that he/she/they executed the
same in his/her/their authorized
capacity(ies), and that by his/her/their signature(s) on the
instrument the person(s), or the entity upon behalf of
which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws
of the State of California that the foregoing paragraph is
true and correct.

WITNESS my hand and official seal.

	 	 	 	 	 

	
Signature

	 	
 

/s/ Jan C. Moran
	 	 
	 

	 	Signature of Notary Public	 	 
	 

	 	Jan C. Moran	 	 

	 	 	 	 	 	 	 

	 

	 	OPTIONAL
	 	 

Though the information below is not required by law, it may prove valuable to
persons relying on the document and could prevent fraudulent removal and
reattachment of this form to another document.

Description of Attached Document

	 	 	 

	
Title or Type of Document:	 	 

	 	 	 	 	 	 	 	 	 

	
Document Date:
	 	 	 	Number of Pages:	 	 	 	 
	
	 	
 
	 	 	 	
 

	 	 	 

	Signer(s) Other Than Named Above:

	 	 

Capacity(ies) Claimed by Signer(s)

	 	 	 

	Signer’s Name:

	
o
Individual
	 	 
	
o Corporate Officer — Title(s):
	 	 

	 	 	 

	o Partner — o Limited o General

o Attorney in Fact

o Trustee

o Guardian or Conservator

o Other: 

 

Signer is Representing:

 

 

	 	

	 	 	 

	Signer’s Name:

	o
Individual
	 	 
	
o Corporate Officer — Title(s):
	 	 

	 	 	 

	o Partner — o Limited o General

o Attorney in Fact

o Trustee

o Guardian or Conservator

o Other: 

 

Signer is Representing:

 

 

	 	

©2007 National Notary Association • 9350 De
Solo Ave., P.O. Box 2402 • Chatsworth, CA
91313-2402 •
www.NationalNotary.org Item #5907 Reorder: Call Toll-Free 1-800-876-6827

 

CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT

	 	 	 	 	 

	
State of California

County of RIVERSIDE

	 	}
	 	 

	 	 	 	 	 	 	 	 	 

	On

	 	4-23-10
 

Date
	 	before me,
	 	JM RODRIGUEZ, NOTARY PUBLIC
 

Here Insert Name and Title of the Officer
	,  personally appeared	 

	 	 	 	 	 

	 JOEL ALEXANDER
 

Name(s) of Signer(s)

	 	 
	 	 	 	,	 
	 	 	 

Place Notary Seal Above

who proved to me on the basis of satisfactory
evidence to be the person whose name is
subscribed to the within instrument and
acknowledged to me that he executed the same in
his authorized
capacity, and that by his signature on the
instrument the person or the entity upon behalf of
which the person acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws
of the State of  California that the foregoing paragraph is
true and correct.

WITNESS my hand and official seal.

	 	 	 	 	 	 	 

	Signature	 

	 	 	 

/s/ J. M. Rodriguez
	 	 
	 	 

	 	 	
 

Signature of Notary Public
	 	 

	 	 	 	 	 	 	 

	 

	 	OPTIONAL
	 	 

©2007 National Notary Association • 9350 De
Solo Ave., P.O. Box 2402 • Chatsworth, CA
91313-2402 •
www.NationalNotary.org Item #5907 Reorder: Call Toll-Free 1-800-876-6827

 

					
	 	 	 	 	 
	
	 	POWER

OF ATTORNEY
	 	Safeco Insurance Company of America

General Insurance Company of America

1001 4th Avenue

Suite 1700

Seattle, WA 98154

			
	 	 	 
	KNOW ALL BY THESE PRESENTS:
	 	No. 13294

That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a
Washington corporation, does each hereby appoint

****RICHARD A. COON; DAVID L. CULBERTSON; CHARLES L. FLAKE; JAN C. MORAN; LEXIE SHERWOOD;
Anaheim, California************************************************************************************

its true and lawful attorney(s)-in-fact, with full authority to execute on its behalf fidelity
and surely bonds or undertakings and other documents of a similar character issued in the course
of its business, and to bind the respective company thereby.

IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF
AMERICA have each executed and attested these presents

this 14th day of January, 2009.

	 	 	 

	
	 	
	Dexter R. Legg, Secretary
	 	Timothy A. Mikolajewski, Vice President

 

CERTIFICATE

Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA 
and
of GENERAL INSURANCE COMPANY OF AMERICA:

“Article V, Section 13. — FIDELITY AND SURETY BONDS ... the President, any Vice President, the
Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge
of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or
under other appropriate titles with authority to execute on behalf of the company fidelity and
surety bonds and other documents of similar character issued by the company in the course of its
business... On any instrument making or evidencing such appointment, the signatures may be
affixed by facsimile. On any Instrument conferring such authority or on any bond or undertaking
of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other
manner reproduced; provided, however, that the seal shall not be necessary to the validity of any
such instrument or undertaking.”

Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA

and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970.

“On any certificate executed by the Secretary or an assistant
secretary of the Company setting out,

	 	(i)	 	The provisions of Article V, Section 13 of the By-Laws, and
	 
	 	(ii)	 	A copy of the power-of-attorney appointment, executed pursuant
thereto, and
	 
	 	(iii)	 	Certifying that said power-of-attorney appointment is in full
force and effect,

the signature of the certifying officer may be by facsimile, and the seal of the Company may be a
facsimile thereof.”

I, Dexter R. Legg, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE
COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a
Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued
pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the Power of
Attorney are still in full force and effect.

IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation

this 23rd day of April, 2010.

	 	 	 

	 
	 	
	 
	 	Dexter R. Legg, Secretary

Safeco® and the Safeco logo are registered trademarks of Safeco Corporation.

WEB PDF

S-097/DS     1/09

 

 

Contract # : MH00-121-226

Project: Highland Fairview Corporate Park Skechers Distribution Center

Trade: General Contractor

EXHIBIT “J”

	 	 	 	 	 	 	 	 	 	 	 
	DIVISION	 	SECTION	 	DESCRIPTION	 	DURATION	 	UNIT	 	NOTES

     01 General Requirements

Contract Article 3.5.2

Besides warranties required elsewhere, Contractor shall, and hereby does warrant all work for
a period of one year after the date of substantial completion and shall repair or replace any
or all such work, together with any other work, which may be displaced in so doing, that may
prove defective in workmanship and/or materials within a one-year period from date of
substantial completion without expense whatsoever to Owner, ordinary wear and tear, unusual
abuse or neglect excepted.  
Owner will give notice of observed defects with reasonable
promptness.

Contractor shall notify Owner upon completion of repairs.

Contract Article 3.5.5

This article does not in any way limit the warranty on any items for which a longer warranty
is specified or on any items for which a manufacturer gives a warranty for a longer period.
Contractor shall furnish Owner all appropriate warranty certificates upon the date of
substantial completion.

Attached: Section 01740 — Warranties, Guarantees and Bonds

	 	 	 	 	 	 	 	 	 	 	 
	DIVISION	 	SECTION	 	DESCRIPTION	 	DURATION	 	UNIT	 	NOTES
	 
	 	 	 	Site Work	 	 	 	 	 	 
	 
	 	09-9113	 	Paint - Site	 	1	 	Year	 	 
	 
	 	10-7516	 	Flag Poles & flags	 	1	 	Year	 	 
	 
	 	12-9313	 	Bike Racks, Benches, Pots, Urns, Trash	 	1	 	Year	 	 
	 
	 	13-1213	 	Fountain Entry Feature	 	1	 	Year	 	 
	 
	 	31-1316	 	Stamped Concrete Paving	 	1	 	Year	 	 
	 
	 	32-3213	 	Site Electrical & Generator	 	1	 	Year	 	 
	 
	 	32-1313	 	Concrete Paving	 	1	 	Year	 	 
	 
	 	32-1219	 	Asphalt Concrete Paving	 	1	 	Year	 	 
	 
	 	32-1613.13	 	Cast-In-Place Concrete Gutters	 	1	 	Year	 	 
	 
	 	32-1613.16	 	Cast-In-Place Concrete Curbs	 	1	 	Year	 	 
	 
	 	32-3119	 	Structural Steel (Trash Gates & Lids)	 	1	 	Year	 	 
	 
	 	33-1116	 	Water System	 	1	 	Year	 	 
	 
	 	33-3113	 	Sanitary Sewage Systems	 	1	 	Year	 	 
	 
	 	33-4113	 	Storm Drain System	 	1	 	Year	 	 
	 
	 	33-4216	 	Concrete Storm Drainage Box Culvert	 	1	 	Year	 	 
	 
	 	32-1723	 	Pavement Marking	 	1	 	Year	 	 
	 
	 	32-3113	 	Chain Link Fencing & Gates	 	1	 	Year	 	 
	 
	 	32-3119	 	Decorative Metal Fences & Gates	 	1	 	Year	 	 
	 
	 	32-3213	 	Cast-In-Place Screen Walls	 	1	 	Year	 	 
	 
	 	02837	 	Slide Gate Operator	 	5	 	Year	 	 
	 
	 	02890	 	Post Mounted Signs	 	1	 	Year	 	 
	 
	 	32-8413	 	Landscape & Irrigation	 	1	 	Year	 	 
	 
	 	32-9113.26	 	Landscape Planting	 	1	 	Year	 	 
	 
	 	33-7119.13	 	Site Electrical transformers & Vaults	 	1	 	Year	 	 

 

 

Contract # : MH00-121-226

Project: Highland Fairview Corporate Park Skechers Distribution Center

Trade: General Contractor

	 	 	 	 	 	 	 	 	 	 	 
	DIVISION	 	SECTION	 	DESCRIPTION	 	DURATION	 	UNIT	 	NOTES
	 

	 	 	 	Site Work Continued	 	 	 	 	 	 	 	 
	 

	 	33-8113
	 	Low-Voltage — Dry Utilities	 	 	 	 	 	 	 	 
	 

	 	33-7993
	 	Street Lighting & Bases	 	 	 	 	 	 	 	 
	 

	 	33-7139.23
	 	Site Underground Electrical
	 	 	1	 	 	Year	 	 
	03-000

	 	 	 	Concrete	 	 	 	 	 	 	 	 
	 

	 	03-2100
	 	Reinforcing Steel
	 	 	1	 	 	Year	 	 
	 

	 	03-3100
	 	Cast-In-Place Concrete
	 	 	1	 	 	Year	 	 
	 

	 	03-4713
	 	Tilt-Up Concrete Construction
	 	 	1	 	 	Year	 	 
	 

	 	03-5113
	 	Cementitious Underlayment
	 	 	1	 	 	Year	 	 
	04-000

	 	 	 	Masonry	 	 	 	 	 	 	 	 
	 

	 	32-3119
	 	Unit Masonry Walls
	 	 	1	 	 	Year	 	 
	05-000

	 	 	 	Metals	 	 	 	 	 	 	 	 
	 

	 	05-1223
	 	Structural Steel Framing
	 	 	1	 	 	Year	 	 
	 

	 	05-2119
	 	Steel Joists
	 	 	1	 	 	Year	 	 
	 

	 	05-3113
	 	Steel Deck
	 	 	1	 	 	Year	 	 
	 

	 	05-5963
	 	Metal Pipe Bollards
	 	 	1	 	 	Year	 	 
	 

	 	05-5113
	 	Metal Stairs
	 	 	1	 	 	Year	 	 
	 

	 	05-5213
	 	Pipe & Tube Railings
	 	 	1	 	 	Year	 	 
	 

	 	05-7313
	 	Glass Raining Systems
	 	 	 	 	 	Year	 	 
	06-000

	 	 	 	Wood & Plastics	 	 	 	 	 	 	 	 
	 

	 	06-1113
	 	Rough Carpentry
	 	 	1	 	 	Year	 	 
	 

	 	06-1516
	 	Panelized Roofing System
	 	 	1	 	 	Year	 	 
	 

	 	06-2033
	 	Finish Carpentry & Millwork
	 	 	1	 	 	Year	 	 
	 

	 	06-8200
	 	Glass Fiber Reinforced Plastic
	 	 	1	 	 	Year	 	 
	 

	 	 	 	Door, Frame & Hardware Installation
	 	 	1	 	 	Year	 	 
	 

	 	06-4116
	 	Architectural Wood Casework
	 	 	1	 	 	Year	 	 
	 

	 	06-2513
	 	Wood Paneling
	 	 	1	 	 	Year	 	 
	 

	 	06-6116
	 	Plastic Fabrications
	 	 	1	 	 	Year	 	 
	 

	 	 	 	Solid Polymer Fabrications
	 	 	1	 	 	Year	 	 
	07-000

	 	 	 	Thermal & Moisture Control	 	 	 	 	 	 	 	 
	 

	 	07-1113
	 	Bituminous Dampproofing
	 	 	1	 	 	Year	 	 
	 

	 	07-2616
	 	Vapor retarders
	 	 	1	 	 	Year	 	 
	 

	 	07-2116
	 	Thermal Insulation
	 	 	1	 	 	Year	 	 
	 

	 	07-2113.19
	 	Reflective Foil Sheet Insulation
	 	 	1	 	 	Year	 	 
	 

	 	07-2123
	 	Sound Attenuation Insulation
	 	 	1	 	 	Year	 	 
	 

	 	07-8413
	 	Firestopping
	 	 	1	 	 	Year	 	 
	 

	 	07-9216
	 	Composite Panels
	 	 	1	 	 	Year	 	 
	 

	 	07-5423
	 	Single Ply Roofing
	 	 	20	 	 	Years
	 	NDL
	 

	 	07-4213
	 	Sheet Metal Soffits
	 	 	20	 	 	Years	 	 
	 

	 	07-6200
	 	Sheet Metal Flashing & trim
	 	 	1	 	 	Years	 	 
	 

	 	07-7236
	 	Smoke Ventilating Skylights
	 	 	10	 	 	Years	 	 
	 

	 	 	 	Vertical Joint Sealant
	 	 	5	 	 	Years	 	 
	 

	 	07-7223
	 	Roof hatches
	 	 	5	 	 	Years	 	 
	 

	 	07-9216
	 	Joint Sealers
	 	 	5	 	 	Years	 	 

 

 

Contract # : MH00-121-226

Project: Highland Fairview Corporate Park Skechers Distribution Center

Trade: General Contractor

	 	 	 	 	 	 	 	 	 	 	 
	DIVISION	 	SECTION	 	DESCRIPTION	 	DURATION	 	UNIT	 	NOTES
	08-000

	 	 	 	Doors & Windows	 	 	 	 	 	 	 	 
	 

	 	08-1213.13
	 	Hollow Metal Frames
	 	 	1	 	 	Year	 	 
	 

	 	08-1313.13
	 	Hollow Metal Doors
	 	 	1	 	 	Year	 	 
	 

	 	08-1213.53
	 	Refinished Steel Door Frames
	 	 	1	 	 	Year	 	 
	 	 	08-1429	 	Wood Doors	 	Full Life	 	 
	 

	 	08-3116
	 	Access Panels
	 	 	1	 	 	Year	 	 
	 

	 	08-3323
	 	Sectional Overhead Doors
	 	 	5	 	 	Years	 	 
	 

	 	08-4113
	 	Aluminum Entrances & Storefronts
	 	 	1	 	 	Year	 	 
	 

	 	08-4226
	 	All-Glass Entrances
	 	 	5	 	 	Years	 	 
	 

	 	08-7100
	 	Finish Hardware	 	 	 	 	 	 	 	 
	 

	 	Aug-13
	 	Closers
	 	 	10	 	 	Years	 	 
	 

	 	08-7153
	 	Exit Devices
	 	 	3	 	 	Years	 	 
	 	 	08-7100	 	Hinges	 	Life of Building	 	 
	 

	 	08-7100
	 	Other Hardware
	 	 	2	 	 	Years	 	 
	 

	 	08-8113
	 	Glazing
	 	 	1	 	 	Year	 	 
	 

	 	08-8853
	 	Fire Rated Glass
	 	 	1	 	 	Year	 	 
	09-000

	 	 	 	Finishes	 	 	 	 	 	 	 	 
	 

	 	09-2116
	 	Non-Structural Metal Stud Framing
	 	 	1	 	 	Year	 	 
	 

	 	09-2613
	 	Polished Plaster
	 	 	10	 	 	Year	 	 
	 

	 	09-2116
	 	Gypsum Board
	 	 	1	 	 	Year	 	 
	 

	 	09-3013
	 	Tiling
	 	 	1	 	 	Year	 	 
	 

	 	09-5113
	 	Acoustical Panel Ceiling
	 	 	1	 	 	Year	 	 
	 

	 	09-5113
	 	Acoustical Panel
	 	 	1	 	 	Year	 	 
	 

	 	09-5113
	 	Cortega Second Look 2765 Panels
	 	 	10	 	 	Years	 	 
	 

	 	09-5323
	 	Grid
	 	 	10	 	 	Years	 	 
	 

	 	 	 	Fiberglas Reinforced Plastic Panels
	 	 	1	 	 	Year	 	 
	 

	 	09-6223
	 	Bamboo Flooring
	 	 	1	 	 	Year	 	 
	 

	 	09-6519
	 	Resilient Tile Flooring
	 	 	5	 	 	Years	 	 
	 

	 	09-6536
	 	Static-Control Resilient Flooring
	 	 	5	 	 	Years	 	 
	 

	 	09-6515
	 	Resilient Sheet Flooring
	 	 	5	 	 	Years	 	 
	 

	 	09-6513
	 	Top-Set Resilient Base
	 	 	1	 	 	Year	 	 
	 

	 	09-6813
	 	Carpet Tiles
	 	 	10	 	 	Years	 	 
	 

	 	09-6816
	 	Sheet Carpet
	 	 	10	 	 	Years	 	 
	 

	 	09-9123
	 	Painting
	 	 	1	 	 	Year	 	 
	 

	 	09-9723
	 	Concrete Coating Floor Sealer
	 	 	1	 	 	Year	 	 
	 

	 	09-7216
	 	Wall Covering
	 	 	1	 	 	Year	 	 
	10-000

	 	 	 	Specialties	 	 	 	 	 	 	 	 
	 

	 	10-2813.13
	 	Metal Toilet Compartments
	 	 	1	 	 	Year	 	 
	 

	 	10-1433
	 	Building Accessibility Signage
	 	 	1	 	 	Year	 	 
	 

	 	10-1400
	 	Plastic Signs — Restroom
	 	 	1	 	 	Year	 	 
	 

	 	10-4116
	 	Emergency Key Cabinets (Knox Box)
	 	 	1	 	 	Year	 	 
	 

	 	 	 	Miscellaneous Specialties
	 	 	1	 	 	Year	 	 
	 

	 	10-4116
	 	Fire Extinguishers & cabinets
	 	 	1	 	 	Year	 	 
	`

	 	10-5113
	 	Lockers (Solid Plastic)
	 	 	1	 	 	Year	 	 

 

 

Contract # : MH00-121-226

Project: Highland Fairview Corporate Park Skechers Distribution Center

Trade: General Contractor

	 	 	 	 	 	 	 	 	 	 	 
	DIVISION	 	SECTION	 	DESCRIPTION	 	DURATION	 	UNIT	 	NOTES
	10-000

	 	 	 	Specialties Continued	 	 	 	 	 	 	 	 
	 

	 	10-8213
	 	Airfoil Louvers & Wire Screening
	 	 	1	 	 	Year	 	 
	 

	 	10-2813.13
	 	Commercial Toilet Accessories
	 	 	1	 	 	Year	 	 
	11-000

	 	 	 	Equipment	 	 	 	 	 	 	 	 
	 

	 	11-1313
	 	Loading Dock Bumpers
	 	 	2	 	 	Years	 	 
	 

	 	 	 	 	 	 	1	 	 	Year	 	 
	12-000

	 	 	 	Furnishings	 	 	 	 	 	 	 	 
	 

	 	12-2413
	 	Roller Window Shades
	 	 	1	 	 	Year	 	 
	13-000

	 	 	 	Special Construction	 	 	 	 	 	 	 	 
	 

	 	N/A	 	 	 	 	 	 	 	 	 	 
	14-000

	 	 	 	Conveying Systems	 	 	 	 	 	 	 	 
	 

	 	14-2423
	 	Hydraulic Elevator
	 	 	1	 	 	Year	 	 
	21-000

	 	 	 	Fire Suppression System	 	 	 	 	 	 	 	 
	 

	 	21-1116
	 	Fire Hydrants / Fire-Dept. Connections
	 	 	1	 	 	Year	 	 
	 

	 	21-1313
	 	Wet-Pipe Fire Sprinlker System
	 	 	1	 	 	Year	 	 
	 

	 	21-3116
	 	Diesel-Drive, Fire Pump
	 	 	1	 	 	Year	 	 
	 

	 	21-2213
	 	Clean Agent Fire Extingushing
	 	 	1	 	 	Year	 	 
	22-000

	 	 	 	Plumbing	 	 	 	 	 	 	 	 
	 

	 	22-4213
	 	Commercial Water Closet
	 	 	1	 	 	Year	 	 
	 

	 	22-4213
	 	Commercial Urinals
	 	 	1	 	 	Year	 	 
	 

	 	22-3320.23
	 	Solar Water Heaters
	 	 	1	 	 	Year	 	 
	 

	 	22-4523
	 	Personal Eyewash Equipment	 	 	 	 	 	 	 	 
	 

	 	22-4239
	 	Plumbing Fixtures
	 	 	1	 	 	Year	 	 
	23-000

	 	 	 	Heating, Ventilating & Air Conditioning	 	 	 	 	 	 	 	 
	 

	 	23-3113
	 	HVAC Ducts & Casings
	 	 	1	 	 	Year	 	 
	 

	 	23-3423
	 	HVAC Ower Ventilators
	 	 	1	 	 	Year	 	 
	 

	 	23-6213
	 	Refrigerant Compressors
	 	 	1	 	 	Year	 	 
	 

	 	23-7413
	 	Outdoor, Central-Station Air-Handling
	 	 	1	 	 	Year	 	 
	 

	 	25-1313
	 	Automation Control & Monitoring
	 	 	1	 	 	Year	 	 
	26-0000

	 	 	 	Electrical	 	 	 	 	 	 	 	 
	 

	 	26-0100
	 	Electrical
	 	 	1	 	 	Year	 	 
	 

	 	26-0923
	 	Lighinting Control Devises
	 	 	1	 	 	Year	 	 
	 

	 	26-5113
	 	Lighting
	 	 	1	 	 	Year	 	 
	 

	 	26-2100
	 	Low-Voltage Power Systems	 	 	 	 	 	 	 	 
	 

	 	26-5623
	 	Site Lighting
	 	 	1	 	 	Year	 	 
	 

	 	26-0100
	 	Electrical Distribution
	 	 	1	 	 	Year	 	 
	27-000

	 	 	 	Communications	 	 	 	 	 	 	 	 
	 

	 	27-1313
	 	Communications
	 	 	1	 	 	Year	 	 
	28-000

	 	 	 	Fire Detection & Alarm	 	 	 	 	 	 	 	 
	 

	 	28-3100
	 	Fie Alarm
	 	 	1	 	 	Year	 	 

 

 

			
	 	 	 
	 
	 	HIGHLAND FAIRVIEW CORPORATE PARK
	HPA 7086
	 	Moreno Valley, California

SECTION 01740 (01 78 36)

WARRANTIES, GUARANTEES AND BONDS

PART 1 — GENERAL

	1.01	 	SUMMARY

	 	A.	 	Section Includes:

	 	1.	 	Preparation and submittal, general administrative and procedural requirements.
	 
	 	2.	 	Time and schedule of submittals.
	 
	 	3.	 	Certifications and other commitments and agreements for continuing services to Owner are
specified elsewhere in the Contract Documents.

	1.02	 	DEFINITIONS

	 	A.	 	Warranty: Assurance to Owner by the Contractor, installer, supplier, manufacturer or other party
responsible as warrantor, for the quantity, quality, performance and other
representations of a product, system, service of the Work, in whole or in part, for the duration of
the specified period of time.
	 
	 	B.	 	Guarantee: Assurance to Owner by Contractor or product manufacturer or other specified party,
as guarantor, that the specified Warranty will be fulfilled by the guarantor in the event of
default by the warrantor.
	 
	 	C.	 	Standard Product Warranty: Preprinted, written Warranty published by product manufacturer for
particular products and specifically endorsed by the manufacturer to the Owner
	 
	 	D.	 	Special Project Warranty: Written Warranty required by or incorporated into Contract
Documents, to extend time limits provided by standard Warranty or to provide greater rights for
Owner.
	 
	 	E.	 	Extended Warranty: Warranty which entails a longer period of time than the one year standard.
	 
	 	F.	 	Correction Period: As defined in the Conditions of the Contract, as applicable. Unless
otherwise specified, Correction Period shall be synonymous with Warranty Period, Guarantee
Period or any similar terms as they appear in the technical Sections of the Specifications.

	1.03	 	WARRANTIES AND GUARANTEES

	 	A.	 	General: Provide all Warranties and Guarantees with Owner named as beneficiary. For
equipment and products, or components thereof, bearing a manufacturer’s Warranty or Guarantee that
extends for a period of time beyond the Contractor’s Warranty and Guarantee, as required by the
conditions for Extended Warranty, so state in the Warranty or Guarantee.
	 
	 	B.	 	General Warranty and Guarantee Requirements: Warranty shall be an agreement to repair or
replace, without cost or undue hardship to the Owner, work performed under the Contract which is
found to be defective during the Correction Period (Warranty or Guarantee) period. Repairs and
replacements due to improper maintenance or operation or due to normal wear, usage and weathering
are excluded from Warranty requirements unless otherwise specified.

WARRANTIES, GUARANTEES AND BONDS

 

 

			
	 	 	 
	 
	 	HIGHLAND FAIRVIEW CORPORATE PARK
	HPA 7086
	 	Moreno Valley, California

	 	C.	 	Specific Warranty and Guarantee Requirements: Specific requirements are
included in product Specifications named in any Section of the technical
specifications, including content and limitations.
	 
	 	D.	 	Disclaimers and Limitations: Manufacturer’s disclaimers and
limitations on product Warranties and Guarantees shall not relieve Contractor of
responsibility for Warranty and Guarantee requirements for the Work that
incorporates such products, nor shall they relieve suppliers, manufacturers and
installers required to countersign special Warranties with Contractor.
	 
	 	E.	 	Related Damages and Losses: When correcting warranted Work that has been
found defective, remove and replace other Work that has been damaged as a result of
such defect or that must be removed and replaced to provide access for correction
of warranted Work.
	 
	 	F.	 	Reinstatement of Warranty: When Work covered by a Warranty has been found
defective and has been corrected by replacement or rebuilding, reinstate the
Warranty by written endorsement. The reinstated Warranty shall be equal to the
original Warranty with an equitable adjustment for depreciation.
	 
	 	G.	 	Replacement Cost: Upon determination that Work covered by as Warranty has been found to be defective, replace or reconstruct the Work to a condition
acceptable to Owner, complying with applicable requirements of the Contract
Documents. Contractor shall be responsible for all costs for replacing or
reconstructing defective Work regardless of whether Owner has benefited from use of
the Work through a portion of its anticipated useful service life.
	 
	 	H.	 	Owner’s Recourse: Written Warranties made to the Owner shall be in
addition to implied Warranties, and shall not limit the duties, obligations,
rights and remedies otherwise available under law, nor shall Warranty periods be
interpreted as limitations on time in which the Owner can enforce such other
duties, obligations, rights or remedies.
	 
	 	I.	 	Rejection of Warranties: The Owner reserves the right to reject Warranties and to limit
selections to products with Warranties not in conflict with requirements of
the Contract Documents.
	 
	 	J.	 	Warranties as Condition of Approval: Owner reserves the right to refuse to approve Work
for the project where a special Warranty, certification or similar commitment
shall be required on such Work or part of the Work, until evidence is
presented that entities required to countersign such commitments are willing
to do so.

	1.04	 	FORM OF SUBMITTALS

	 	A.	 	Bind in commercial quality, 8-1/2 by 11 inch three-ring side binders.
	 
	 	B.	 	Label cover of each binder with typed or printed title WARRANTIES AND
BONDS, with title of project; name, address and telephone number of Contractor and
equipment supplier; and name of responsible principal.
	 
	 	C.	 	Provide full information, using separate typed sheets as necessary. List
Subcontractor, supplier, and manufacturer, with name, address, and telephone number
of responsible principal.

WARRANTIES, GUARANTEES AND BONDS

 

 

			
	 	 	 
	 
	 	HIGHLAND FAIRVIEW CORPORATE PARK
	HPA 7086
	 	Moreno Valley, California

	 	D.	 	Prepare standard Warranties and Guarantees, excepting manufacturers’ standard
printed Warranties and Guarantees, on Contractor’s subcontractor’s, material
supplier’s or manufacturer’s own letterhead, addressed to Owner.
	 
	 	E.	 	Warranty and Guarantee letters shall be signed by all responsible parties and
by Contractor in every case, with modifications only as approved in advance by Owner
to suit the conditions pertaining to the Warranty or Guarantee.
	 
	 	F.	 	Manufacturer’s Standard Forms: Manufacturer’s Warranty or Guarantee forms may be used.
Manufacturer’s forms shall contain appropriate terms and identification, ready for
execution by the required parties.
	 
	 	G.	 	If proposed terms and conditions restrict Guarantee coverage or require
actions by Owner beyond those specified, submit draft of Guarantee to Owner for review
and acceptance before performance of the Work.
	 
	 	H.	 	Signatures: Signatures shall be by the person authorized to sign
Warranties, Guarantees and bonds on behalf of entity providing such Warranty, Guarantee or bond.

	1.05	 	PREPARATION OF SUBMITTALS

	 	A.	 	Obtain Warranties and bonds, executed in duplicate by responsible
Subcontractors, suppliers, and manufacturers, within ten days after completion of the
applicable item or work.
Except for items put into use with Owner’s permission, leave date of beginning of
time of Warranty until the Date of Substantial Completion is determined.
	 
	 	B.	 	Verify that documents are in proper form, and contain full information.
	 
	 	C.	 	Retain Warranties and bonds until time specified for submittal.

	1.06	 	TIME OF SUBMITTALS

	 	A.	 	For equipment or component parts of equipment put into service during
construction with Owner’s permission, submit documents within ten days after
certification of beneficial occupancy and Substantial Completion for the item placed
into service.
	 
	 	B.	 	Make other submittals within ten days after Date of Substantial Completion,
prior to final Application for Payment.
	 
	 	C.	 	For items of Work when acceptance is delayed beyond Date of Substantial
Completion, submit within ten days after removal of the items from the punch list,
listing the date of approval as the beginning of the Warranty period.

	1.07	 	DURATION OF WARRANTIES

	 	A.	 	Unless otherwise specified or prescribed by law, Warranty periods shall be not
less than the Correction Period required by the Conditions of the Contract, but in no
case less than one year from the date established for completion of the Project at
Substantial Completion.
	 
	 	B.	 	Refer to Technical Sections of the Specifications for extended Warranty periods
designated beyond the minimum one year duration.

WARRANTIES, GUARANTEES AND BONDS

 

 

			
	 	 	 
	 
	 	HIGHLAND FAIRVIEW CORPORATE PARK
	HPA 7086
	 	Moreno Valley, California

PART 2 — PRODUCTS

     Not Used.

PART 3 — EXECUTION

     Not Used.

END OF SECTION

WARRANTIES, GUARANTEES AND BONDS

 

 

Contract #: MHOO-121-226

Project: Highland Fairview Corp. Park

Trade: General Contractor

Exhibit “K”

CONTRACTOR’S CONSENT AND CERTIFICATE

The
undersigned (“Contractor”) has entered into that certain Construction
Agreement (the “Agreement”) dated April ___, 2010 with HF LOGISTICS-SKX T1, LLC, a
Delaware limited liability company (“Owner”), for the construction of certain
improvements (the “Improvements”) to be located on the land (the “Land”) more
particularly described on Exhibit A attached hereto and made a part hereof. Contractor
acknowledges that Owner will assign to Bank of America, N.A., a national banking
association, (the “Agent”) as Agent for itself and for the other lenders identified in
the Loan Agreement as defined herein (collectively, the “Lenders”), all of Owner’s
rights (but not Owner’s obligations) in and to the Agreement as security for the
obligations of Owner under a Syndicated Construction Loan Agreement (the “Loan
Agreement”) to be entered into between Owner, Agent and Lenders. Contractor consents
to and agrees to be bound by that assignment. Contractor further certifies to and
agrees with Agent as follows:

     1. The Agreement is in full force and effect, and neither Owner nor Contractor is in
default under the Agreement.

     2. All permits required for the construction of the Improvements (including, without
limitation, grading permits, driveway entrance permits and building permits) have been
issued except N/A ja (if none, so state), and all insurance coverage that Contractor
is required to carry under the Agreement has been obtained.

     3. If Owner defaults in making any payment or in performing any other obligation
under the Agreement, or if the Agreement is terminated for any reason, Contractor will
give Agent written notice of the default or termination. Prior to exercising any remedy
available to Contractor under the Agreement as a result of a default, Contractor will
afford to Agent a period of thirty (30) days within which to cure the default (it being
acknowledged by Contractor that Agent shall have no obligation to cure any default by
Owner). If the Agreement is terminated, Contractor, at the request of Agent, will enter
into a new agreement with Agent upon substantially the same terms and conditions as set
forth in the Agreement. Any notice of default or termination will be delivered by personal
delivery or by a nationally recognized overnight courier service or will be mailed by
certified mail, return receipt requested, to the following address:

Bank of America, N.A.

1 Alhambra Plaza, Penthouse

Coral Gables, Florida 33134

Attention: Commercial Loan Administration

     4. In the event that Agent or any other party (“Owner’s Successor”) shall acquire
title to the Property through foreclosure or deed in lieu of foreclosure, Contractor, if
requested by Owner’s Successor, will continue to perform its obligations under the
Agreement provided that any past due amounts owed to Contractor under the Agreement, other
than any such amounts for which Agent has previously made an advance
under the Loan
Agreement, are paid to Contractor promptly following the request by Owner’s Successor and
provided that Contractor is thereafter

Page 1

 

compensated for its services as provided in the Agreement. If Contractor is not requested
by Owner’s Successor to continue to perform its obligations under the Agreement, Contractor will
discontinue such performance and will not assert any claim against Agent or Owner’s Successor for
any amounts owed to Contractor under the Agreement. However, nothing contained herein shall be
deemed to waive, diminish or relinquish Contractor’s right to serve a bonded Stop Note on the
Agent and/or Lenders.

     5. Contractor acknowledges that Agent will rely on this Consent and Certificate in
making the loan to Owner that is contemplated by the Loan Agreement.

     Contractor has executed and delivered this Consent and Certificate on the 7th
day
of April, 2010.

	 	 	 	 	 	 	 

	 	 	Contractor:	 	 
	 
	 	 	 	 	 	 
	 	 	J.D. DIFFENBAUGH, INC.	 	 
	 
	 	 	 	 	 	 
	 

	 	By:
	 	/s/ Joel Alexander
 

	 	 
	 

	 	Name:
	 	Joel Alexander	 	 
	 

	 	Title:
	 	V.P./CFO	 	 

Page 2

 

EXHIBIT “L”

Project Progress Report

Highland Fairview Corporate Park

Skechers Distribution Center

29800 Eucalyptus Avenue

Rancho Belago, California 92555

Project Progress Report Date: Monday, April 12, 2010

Project Agreement Date:

Notice to Proceed Date:

Calendar Days to Complete Project:

Current projected completion Date:

Current percent complete on Project:

Billing Status:

     Progress Payments through #                     in the amount of $                    .

     Progress Payments paid by HF thru                      in the amount of $                    .

Permit Status:

     Permits Pulled as of this Project Progress Report Date:

1.

2.

3.

4.

5.

6.

7.

     Pending permits not received that could affect schedule, with milestone dates required.

1.

2.

3.

4.

5.

6.

7.

8.

9.

RFI Status Report:

Issues Status Report:

 

 

EXHIBIT “M”

CONTRACT # ##-###-#####

LONG FORM STANDARD SUBCONTRACT

This Agreement is made at Riverside, California this Xth Day of MONTH, 2009, Between:

	 	 	 	 	 	 	 

	     CONTRACTOR

	 	J.D. DIFFENBAUGH, INC.
	 	 	 	(951) 351-6865
	 
	 	 	 	 	 	 
	     Address

	 	6865 AIRPORT DRIVE
	 	 	 	(951) 351-6880 FAX
	 
	 	 	 	 	 	 
	     City

	 	RIVERSIDE
	 	State
        CA          
	 	Zip
        92504       
	 
	 	 	 	 	 	 
	     And
	 	 	 	 	 	 
	 
	 	 	 	 	 	 
	     SUBCONTRACTOR

	 	SUBCONTRACTOR
	 	 	 	PHONE
	 
	 	 	 	 	 	 
	     Address

	 	STREET ADDRESS
	 	 	 	FAX
	 
	 	 	 	 	 	 
	     City

	 	CITY
	 	State         CA          
	 	Zip
        ZIP       
	 
	 	 	 	 	 	 
	On or about the                      day of                     , 2009, Contractor entered into a prime contract with:

	 	 	 

	     OWNER

	 	 
	 

	 	 

			

	     Address

	 	 
	 

	 	 

											

	     City

	 	 	 	State
	 	 	 	Zip	 	 
	 

	 	 
	 	 	 	 
	 	 	 	 

	 	 	 

	To perform the following work:

	 	SCOPE OF WORK for the General Construction of the PROJECT NAME, project located at

Financed by:

	 	 	 

	     CONSTRUCTION LENDER (if applicable)

	 	 
	 

	 	 

			

	     Address

	 	 
	 

	 	 

											

	     City

	 	 	 	State
	 	 	 	Zip	 	 
	 

	 	 
	 	 	 	 
	 	 	 	 

Said work is to be performed in accordance with the prime contract and the plans and
specifications. Said plans and specifications have been prepared by or on behalf of:

	 	 	 

	     ARCHITECT

	 	 
	 

	 	 

			

	
     Name

	 	 
	 

	 	 

			

	
     Address

	 	 
	 

	 	 

											

	     City

	 	 	 	State
	 	 	 	Zip	 	 
	 

	 	 
	 	 	 	 
	 	 	 	 

Distribution:

GC          SC          Acctg

Field                           

			
	 	 	 
	©1994 Associated General Contractors of California, Inc.
	 	Form AGCC-3 12/94

1

 

SECTION 1. ENTIRE CONTRACT

The phrase “Contract Documents” is defined to mean the plans, specifications and other contract
documents attached to or incorporated into the prime contract, and also includes:

All exhibits listed in Section 1, and Addendum AGCC-3 dated Rev. 9/99, all of which are included
herein and of which are made a part of this Subcontract. Subcontractor acknowledges he has
reviewed these documents prior to entering into this Agreement.

	 	 	 	 	 

	1. Exhibit “A”

	 	—
	 	Contract Document Log
	 
	2. Exhibit “B”

	 	—
	 	Scope of Work
	 
	3. Exhibit “C”

	 	—
	 	Schedule of Values (If Applicable)
	 
	4. Exhibit “D”

	 	—
	 	Construction Schedule
	 
	5. Exhibit “E”

	 	—
	 	Insurance Requirements
	 
	6. Exhibit “F”

	 	—
	 	Progress Billing Requirements & W-9 Form
	 
	7. Exhibit “G”

	 	—
	 	Training Verification
	 
	8. Exhibit “H”

	 	—
	 	Responsible, Authorized, Designated Person for Safety Form
	 
	9. Exhibit “I”

	 	—
	 	Pre-Construction Meeting/Safety Agenda
	 
	10. Exhibit “J”

	 	—
	 	Storm Water Pollution Prevention Plan (SWPPP) Notification
	 
	11. Exhibit “K”

	 	—
	 	Project Specific Requirements

for the project known as: PROJECT NAME

Subcontractor certifies that he is fully familiar with all of the terms of the Contract Documents,
the location of the job site, and the conditions under which the work is to be performed and that
he enters into this Agreement based upon its investigation of all such matters and is not relying
on any opinions or representations of Contractor. This Agreement represents the entire agreement
between Contractor and Subcontractor, and supersedes any prior oral or written agreements or
representations. The Contract Documents are incorporated in this Agreement by reference, and
Subcontractor and its subcontractors, suppliers and/or materialmen will be and are bound by the
Contract Documents insofar as they relate in any way, directly or indirectly, to the work covered
by this Agreement. Subcontractor agrees to be bound to Contractor in the same manner and to the
same extent as Contractor is bound to Owner under the Contract Documents, including, but not
limited to, all applicable terms and provisions thereof. Where, in the Contract Documents
reference is made to Contractor, and the work or specifications therein pertains to
Subcontractor’s trade, craft, or type of work, then such work or specification shall be
interpreted to apply to Subcontractor instead of Contractor.

SECTION 2. SCOPE

Subcontractor agrees to furnish all labor, materials, equipment and other facilities required to
perform the work to complete:

SCOPE OF WORK

for the project in accordance with the Contract Documents and as more particularly specified in:
The portion of the plans and specifications set forth in Section 1 that covers the work of
improvements to be performed by subcontractor and made a part of this subcontract.

In the event of any dispute between Contractor and Subcontractor over the scope of Subcontractor’s
work under the Contract Documents, Subcontractor will not stop work but will prosecute the work
diligently to completion, the dispute to be submitted for resolution in accordance with Section 17
below.

SECTION 3. CONTRACT PRICE

Contractor
agrees to pay Subcontractor for the strict performance of his work,
the sum of :
Dollars and no/100 ($0,0.00) as set out in Section 26 below, subject to additions and
deductions for changes in the work as may be directed in writing by Contractor, and to make
payment in accordance with the Payment Schedule, Section 4.

SECTION 4. PAYMENT SCHEDULE

Contractor agrees to pay to Subcontractor in monthly progress payments of Ninety percent
(90%) of labor and materials which have been placed in position, with funds received by
Contractor from Owner for work performed by Subcontractor as reflected in Contractor’s
applications for payment. Such monthly progress payments shall be made ten (10) days after
receipt of payment from the Owner by Contractor. Final payment to Subcontractor shall be made ten
(10) days after the entire work required by the prime contract has been fully completed in
conformity with the Contract Documents and has been delivered to and accepted by Owner,
Architect, and Contractor, with funds received by Contractor from Owner in final payment for work
under the prime contract. It is the intent of the parties that receipt by the Contractor from the
Owner of funds for work performed by Subcontractor shall be a condition precedent to each payment
to be made to the Subcontractor pursuant to the provisions of this section, and no recourse to
the Contractor or its sureties may be made except as otherwise stated herein. Subcontractor
agrees to furnish, if and when required by Contractor, payroll affidavits, receipts, vouchers,
releases of claims for labor, material, and from his subcontractors, suppliers and/or materialmen
performing work or furnishing materials under this Agreement, all in form satisfactory to
Contractor, and it is agreed that no payment hereunder shall be made, except at Contractor’s
option, until and unless such documents have been furnished. Contractor, at its option, may make
any payment due hereunder by check made payable jointly to Subcontractor and any of his
subcontractors, suppliers and materialmen who have performed work or furnished materials under
this Agreement. Any payment made hereunder prior to completion and acceptance of the work, as
referred to above, shall not be construed as evidence of acceptance or acknowledgment of
completion of any part of any Subcontractor’s work.

SECTION 5. TIME

Time is of the essence of this Agreement. Subcontractor shall provide Contractor with scheduling
information and a proposed schedule for performance of his work in a form acceptable to Contractor.
Subcontractor shall conform to Contractor’s progress schedule and all revisions or changes made
thereto. Subcontractor shall prosecute his work in a prompt and diligent manner in accordance with
Contractor’s progress schedule without delaying or hindering Contractor’s work or the work of other
contractors or subcontractors. Subcontractor shall coordinate the work covered by this Agreement
with that of all other contractors, subcontractors, suppliers and/or materialmen and of the
Contractor, in a manner that will facilitate the efficient completion of the entire work. In the
event Subcontractor falls to maintain his part of the Contractor’s schedule, he shall, without
additional compensation, accelerate the work as Contractor may direct until Subcontractor’s work is
in accordance with such schedule. Contractor shall have complete control of the premises on which
the work is to be performed and shall have the right to decide the time and order in which various
portions of the work shall be installed and the relative priority of the work of Subcontractor and
other subcontractors, and, in general, all other matters pertaining to the timely and orderly
conduct of the work of Subcontractor on the premises. Should Subcontractor be delayed in the
prosecution or completion of the work by act, neglect or default of Owner, Architect or Contractor,
or should Subcontractor be delayed waiting for materials, if required by this Contract to be
furnished by Owner or Contractor, or by damage

2

 

caused by fire or other casualty for which subcontractor is not responsible, or by the combined
action of the workmen, in no way caused by or resulting from fault or collusion on the part of
Subcontractor, or in the event of a lock-out by Contractor, then the time herein fixed for the
completion of the work shall be extended the number of days that Subcontractor has thus been
delayed, but no allowance or extension shall be made unless a claim therefor is presented in
writing to Contractor within 48 hours of the commencement of such delay, and under no circumstances
shall the time of completion be extended to a date which will prevent Contractor from completing
the entire project within the time allowed Contractor by Owner for such completion.

No claims for additional compensation or damages for delays, whether caused in whole or in part by
any conduct on the part of Contractor, including, but not limited to, conduct amounting to a breach
of this Agreement, or delays by other subcontractors or Owner, shall be recoverable from
Contractor, and the above-mentioned extension of time for completion shall be the sole remedy of
Subcontractor; provided, however, that in the event Contractor obtains additional compensation from
Owner on account of such delays, Subcontractor shall be entitled to such portion of the additional
compensation so received by Contractor from Owner as is equitable under all of the circumstances.
In the event that Contractor prosecutes a claim against Owner for additional compensation for any
delay, Subcontractor shall cooperate fully with Contractor in the prosecution thereof and shall pay
costs and expenses incurred in connection therewith, including actual attorney’s fees, to the
extent that said claim is made by Contractor at the request of Subcontractor.

Subcontractor shall prepare and obtain approval as required by the Contract Documents for all shop
drawings, details, samples, and do all other things necessary and incidental to the prosecution of
his work in conformance with Contractor’s progress schedule.

SECTION 6. CHANGES IN THE WORK

Subcontractor shall make any and all changes in the work described in the Contract Documents and
this Agreement as directed by Contractor in writing. Such change or written direction shall not
invalidate this Agreement.

If necessary, the contract price stated in Section 3 and the time for Subcontractor’s performance
shall be adjusted by appropriate additions or deductions mutually agreed upon before Subcontractor
performs the changed work. Subcontractor shall supply Contractor with all documentation necessary
to substantiate the amount of the addition to or deduction from the price or time. If Contractor
and Subcontractor cannot agree on the amount of the addition or deletion, Subcontractor shall
nonetheless timely perform the work as changed by Contractor’s written direction. Once
Subcontractor receives Contractor’s written direction, Subcontractor is solely responsible for
timely performance of the work as changed by the written direction.

Payment for changed work shall be made in accordance with Section 4.

Subcontractor shall not make any changes in the work described in Section 2 or in any way cause or
allow that work to deviate from the Contract Documents without written direction from Contractor.
If Subcontractor makes any changes in the work described in Section 2 without written direction
from Contractor, such change constitutes an agreement by Subcontractor that he will not be paid for
that changed work, even if he received verbal direction from Contractor or any form of direction,
written or otherwise, from Owner or any other person or entity. In addition, Subcontractor shall be
liable for any and all losses, costs, expenses, damages, and liability of any
nature whatsoever associated with or in any way arising out of any such change he makes without
written direction from Contractor. If a dispute arises between Contractor and Subcontractor about
whether particular work is a change in the work described in Section 2, Subcontractor shall timely
perform the disputed work. If Subcontractor intends to submit a claim for the disputed work, it
shall give prompt written notice to Contractor before proceeding with the work. In addition,
Subcontractor shall submit its written claim for additional compensation for that work within ten
(10) days after such work is performed in sufficient detail for Contractor to make an evaluation
of the merits of the claim. Subcontractor’s failure to give written notice within the ten (10)
days constitutes an agreement by him that he will not be paid for disputed work.

No change, alteration or modification to or deviation from this Agreement, the Contract Documents,
prime contract, plans, or specifications, whether made in the manner provided in this provision or
not, shall release or exonerate, in whole or in part, any bond or any surety on any bond given in
connection with this Agreement, and no notice is required to be given to such surety of any such
change, alteration, modification, or deviation.

SECTION 7. DAMAGES CAUSED BY DELAYS

If Subcontractor should default in performance of the work described in Section 2 or should
otherwise commit any act which causes delay to the prime contract work, Subcontractor shall be
liable for all losses, costs, expenses, liabilities and damages, including consequential damages
and liquidated damages, sustained by Contractor, or for which Contractor may be liable to Owner or
any other party because of Subcontractor’s default.

SECTION 8. BONDING OF SUBCONTRACTOR

Concurrently with the execution of this Agreement, Subcontractor shall, if required by Contractor,
execute a labor and material bond and performance bond, in an amount equal to one hundred percent
(100%) of the Contract Price. Said bonds shall be executed by a corporate surety acceptable to
Contractor and shall be in a form satisfactory to Contractor. Contractor shall pay the premium on
said bonds unless otherwise provided herein or in the Contract Documents.

SECTION 9. LIENS

In case suit is brought on any claim or liens for labor performed or materials used on or furnished
to the project, Subcontractor shall pay and satisfy any such lien or judgment as may be established
by the decision of the court in said suit. Subcontractor agrees within ten (10) days after written
demand to cause the effect of any such suit or lien to be removed from the premises, and in the
event Subcontractor shall fail so to do, Contractor is authorized to use whatever means in its
discretion it may deem appropriate to cause said lien or suit to be removed or dismissed and the
cost thereof, together with actual attorney’s fees, shall be immediately due and payable to
Contractor by Subcontractor. Subcontractor may litigate any such lien or suit provided it causes
the effect thereof to be removed, promptly in advance, from the premises, and shall further do such
things as may be necessary to cause Owner not to withhold any monies due to Contractor from Owner
by reason of such liens or suits.

It is understood and agreed that the full and faithful performance of this Agreement on the part of
Subcontractor (including the payment of any obligations due from Subcontractor to Contractor, and
any amounts due to labor or materialmen furnishing labor or material for said work) is a condition
precedent to Subcontractor’s right to receive payment for the work performed, and any monies paid
by Contractor to Subcontractor under the terms of this Agreement

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shall be impressed with a trust in favor of labor and materialmen furnishing labor and material to
Subcontractor on the work herein subcontracted.

SECTION 10. PROVISIONS FOR INSPECTION

Subcontractor shall at all times furnish to Contractor and its representatives safe and ample
facilities for inspecting materials at the site of construction, shops, factories or any place of
business of Subcontractor and his subcontractors and materialmen where materials under this
Agreement may be in course of preparation, process, manufacture or treatment. Subcontractor shall
furnish to Contractor as often as required by Contractor, full reports of the progress of the work
at any place where materials under this Agreement may be in the course of preparation or
manufacture. Such reports shall show the progress of such preparation and manufacture in such
details as may be required by Contractor, including, but not limited to, any plans, drawings or
diagrams in the course of preparation.

SECTION 11. MATERIALS AND WORK FURNISHED BY OTHERS

In the event the scope of work includes installation of materials or equipment furnished by others
or work to be performed in areas to be constructed or prepared by others, it shall be the
responsibility of Subcontractor to examine and accept, at the time of delivery or first access, the
items so provided and thereupon handle, store and install the items with such skill and care as to
insure a satisfactory completion of the work. Use of such items or commencement of work by
Subcontractor in such areas shall be deemed to constitute acceptance thereof by Subcontractor, Loss
or damage due to acts of Subcontractor shall be charged to the account of Subcontractor and
deducted from monies otherwise due under this Agreement.

SECTION 12. PROTECTION OF WORK

Subcontractor shall effectually secure and protect the work done hereunder and assume full
responsibility for the condition thereof until final acceptance by Architect, Owner and
Contractor. Subcontractor further agrees to provide such protection as is necessary to protect the
work and the workmen of Contractor, Owner and other subcontractors from his operations.

Subcontractor shall be liable for any loss or damage to any work in place or to any equipment and
materials on the job site caused by him or his agents, employees or guests.

SECTION 13. LABOR RELATIONS

13.1 Subcontractor shall keep a representative at the job site during all times when
Subcontractor’s work is in progress, and such representative shall be authorized to represent and
bind Subcontractor as to all phases of the work. Prior to commencement of the work, Subcontractor
shall notify Contractor who Subcontractor’s representative is to be, and in the event of any
change of representative Subcontractor shall notify Contractor who the new representative is to be
prior to such change becoming effective.

Subcontractor acknowledges that Contractor has entered into labor agreements covering work at his
construction job sites with the labor unions listed in Section 25 below and incorporated herein by
reference.

Subcontractor specifically acknowledges that contractor has entered into the Southern California
Laborers Master Agreement, effective July 1, 2009 to June 30, 2012 (“Master Labor Agreement”)
covering work at the construction jobsite with the Southern
California District Council of Laborers and its affiliated Local Unions.

Subcontractor agrees that it is bound to and shall comply with all the terms and conditions of
the Master Labor Agreement including wages, trust fund contributions, working rules, the
grievance/arbitration procedure and any other mechanism for the resolution of dispute contained
in the Master Labor Agreement, on all covered work performed in the geographic area of the
Master Labor Agreement, whether or not the work is performed for the contractor.

Subcontractor further agrees to bind all its subcontractors performing job site work of the type
covered by the Master Labor Agreement referenced above and to become bound and comply with all
of the terms and conditions of the Master Labor Agreement.

Subcontractor acknowledges that the Southern California District Council of Laborers and its
affiliated Local Unions, and the Construction Laborers Trust Funds for Southern California, are
the intended third party beneficiaries of this contractual provision and may enforce the
provision directly against Subcontractor.

Subcontractor acknowledges that terms and conditions of the labor agreements with the unions
listed herein may require that Subcontractor comply with additional labor agreements with unions
affiliated with the AFL-CIO but not listed. When the terms and conditions of the referenced
labor agreements so require, Subcontractor shall perform its job site work pursuant to all terms
and conditions of an appropriate labor agreement with a union affiliated with the AFL-CIO.

Should there be picketing on Contractor’s job site, and Contractor establishes a reserved gate
for Subcontractor’s purpose, it shall be the obligation of Subcontractor to continue the proper
performance of its work without interruption or delay.

Subcontractor further promises and agrees that it will bind and require all of its
subcontractors and their subcontractors performing job site work of the type covered by any of
the labor agreements specified herein to agree to all of the foregoing promises and
undertakings, to the same effect as herein provided with respect to subcontractor.

13.2 Subcontractor hereby acknowledges that it is thoroughly familiar with all DBE/MBE/WBE
requirements pertaining to the project. If the Subcontractor claims status as a DBE/MBE/WBE, the
Subcontractor shall take all steps necessary and shall make all necessary records available to the
Contractor and the Owner to assure that Subcontractor is in compliance with such requirements. In
the event that any sub-contractor or supplier of the Subcontractor is designated as or is
required to be a DBE/MBE/WBE, Subcontractor agrees to be responsible for insuring that said
sub-subcontractor or supplier meets all applicable requirements. Subcontractor
acknowledges that Contractor is relying upon Subcontractor’s representations
regarding the validity of Subcontractor’s status, if any, as a DBE/MBE/WBE, and that
misrepresentation of the status of Subcontractor or any of its sub-subcontractors or material
suppliers is a material breach of this Agreement and grounds for immediate termination. In the
event of termination as the result of material misrepresentation of the status of the Subcontractor
as a DBE/MBE/WBE, Subcontractor shall not be entitled to any compensation not already paid.

13.3 Subcontractor shall comply with and agrees to be bound by all applicable Federal, State and
Local laws and regulations, including, but not limited to, all provisions of the Fair Labor
Standards Act, the Americans With Disabilities Act, the Federal Family and Medical Leave Act,
the California Labor Code, the

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California Fair Employment and Housing Act, and the California Family Rights Act. Upon request,
Subcontractor shall submit certified payroll records to Contractor no later than three (3) working
days after labor has been paid.

SECTION 14. RECOURSE BY CONTRACTOR

14.1 Failure of Performance

14.1.1 Right to Adequate Assurance. When reasonable grounds for insecurity arise with
respect to Subcontractor’s performance, Contractor may in writing demand adequate
assurance of due performance. Subcontractor’s failure to provide within fifteen (15) days of the
demand such assurance of due performance as is adequate under the circumstances of the particular
case is a default under Section 14.1.2 of this Agreement.

14.1.2 Notice to Cure. If Subcontractor at any time refuses or neglects to supply enough properly
skilled workers and proper materials, or fails to properly and diligently prosecute the work
covered by this Agreement, or fails to make prompt payment to its workers, sub-subcontractors or
suppliers, or becomes delinquent with respect to contributions or payments required to be made to
any health and welfare, pension, vacation, apprenticeship or other employee benefit program or
trust, or fails to provide adequate assurance pursuant to Section 14.1.1, or is otherwise guilty of
a material breach of a provision of this Agreement, and fails within forty-eight (48) hours after
receipt of written notice to commence and continue satisfactory correction of such default with
diligence and promptness, then Contractor, without prejudice to any rights or remedies, shall have
the right to any or all of the following remedies:

(a) supply such number of workers and quantity of materials, equipment and other facilities
as Contractor deems necessary for the completion of Subcontractor’s work, or any part
thereof which Subcontractor has failed to complete or perform, and charge the cost thereof
to Subcontractor, who shall be liable for the payment of same including reasonable overhead,
profit, and actual attorney’s fees incurred as a result of Subcontractor’s failure of
performance;

(b) contract with one or more additional contractors to perform such part of Subcontractor’s
work as Contractor shall determine will provide the most expeditious completion
of the total work and charge the cost thereof to Subcontractor; and

(c) withhold payment of any monies due Subcontractor pending corrective action to the extent
required by and to the satisfaction of Contractor.

In the event of an emergency affecting the safety of persons or property, Contractor may
proceed as above without notice.

14.1.3 Termination for Default. If Subcontractor fails to commence and satisfactorily
continue correction of a default within forty-eight (48) hours after receipt by Subcontractor of
the notice issued under Section 14.1.2., then Contractor may terminate Subcontractor’s right
to perform under this Agreement and use any materials, implements, equipment, appliances or tools
furnished by or belonging to Subcontractor to complete Subcontractor’s work without any further
compensation to Subcontractor for such use. Contractor also may furnish those materials and
equipment, and/or employ such workers or subcontractors as Contractor deems necessary to maintain
the orderly progress of the work.

In such case, Subcontractor shall be entitled to no further payment until the balance of
Subcontractor’s work has been completed. At that time, all of the costs incurred by Contractor in
performing Subcontractor’s work, including a markup of fifteen percent (15%) for overhead and
profit on such expenses, plus actual attorney’s fees as provided above, shall be deducted from any
monies due or to become due Subcontractor. Subcontractor shall be liable for the payment of any
amount by which such expenses may exceed the unpaid balance of the Contract Price.

14.1.4 Termination for Convenience. Contractor may at any time and for any reason terminate
Subcontractor’s services and work at Contractor’s convenience. Cancellation shall be by service of
written notice to Subcontractor’s place of business.

Upon receipt of such notice, Subcontractor shall, unless the notice directs otherwise, immediately
discontinue the work and placing of orders for materials, facilities and supplies in connection
with the performance of this Agreement, and shall, if requested, make every reasonable effort to
procure cancellation of all existing orders or contracts upon terms satisfactory to Contractor, or
at the option of Contractor, give Contractor the right to assume those obligations directly,
including all benefits to be derived therefrom. Subcontractor shall thereafter do only such work as
may be necessary to preserve and protect the work already in progress and to protect material and
equipment on the job site or in transit thereto.

Upon such termination, Subcontractor shall be entitled to payment in accordance with Section 4 only
as follows: (1) the actual cost of the work completed in conformity with this Agreement; plus, (2)
such other costs actually incurred by subcontractor as are permitted by the prime contract and
approved by Owner; plus (3) fifteen percent (15%) of the cost of the work referred to in item (1)
above for overhead and profit. There shall be deducted from such sums as provided in this
subparagraph the amount of any payments made to Subcontractor prior to the date of the termination
of this Agreement. In no event shall payment due hereunder exceed the amount due for approved units
of work or percentage of completion. Subcontractor shall not be entitled to any claim or claim of
lien against Contractor or Owner for any additional compensation or damages in the event of such
termination and payment.

14.1.5 Grounds for Withholding Payment. Contractor may withhold, or on account of subsequently
discovered evidence, nullify the whole or part of any payment to the extent necessary to protect
Contractor from loss, including costs and actual attorney’s fees, on account of (1) defective work
not remedied; (2) claims filed or reasonable evidence indicating probable filing of claim; (3)
failure of Subcontractor to make payments properly to his subcontractors or for material, labor or
fringe benefits; (4) a reasonable doubt that this Agreement can be completed for the balance then
unpaid; (5) damage to another subcontractor; (6) penalties assessed against Contractor or
Subcontractor for failure of Subcontractor to comply with State, Federal or local laws and
regulations; or (7) any other ground for withholding payment allowed by State or Federal law, or as
otherwise provided in this Agreement. When the above matters are rectified, such amounts as then
due and owing shall be paid or credited to Subcontractor.

14.2 Bankruptcy

14.2.1 Termination Absent Cure. Upon the appointment of a receiver for Subcontractor or upon
Subcontractor making an assignment for the benefit of creditors or if Subcontractor seeks
protection under the Bankruptcy Code or commits any other act of insolvency, Contractor may,
absent any applicable legal limitation, terminate this Agreement upon giving forty-eight (48)
hours written notice, by certified mail, to Subcontractor and its surety, if any. If

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an order for relief is entered under the Bankruptcy Code with respect to Subcontractor, Contractor
may terminate this Agreement by giving forty-eight (48) hours written notice, by certified mail, to
Subcontractor, its trustee, and its surety, if any, unless Subcontractor, the surety, or the
trustee:

(a) promptly cures all defaults;

(b) provides adequate assurance of future performance;

(c) compensates Contractor for actual pecuniary loss resulting from such defaults; and

(d) assumes the obligations of Subcontractor within the statutory time limits.

14.2.2 Interim Remedies. If Subcontractor is not performing in accordance with the schedule of
work at the time of entering an order for relief, or at any subsequent time, Contractor, while
awaiting the decision of Subcontractor or its trustee to reject or to accept this Agreement and
provide adequate assurance of its ability to perform hereunder, may avail itself of such remedies
under this Section as are reasonably necessary to maintain the schedule of work.

Contractor may offset against any sums due or to become due Subcontractor all costs incurred in
pursuing any of the remedies provided hereunder, including, but not limited to, reasonable
overhead, profit and actual attorney’s fees incurred as a result of Subcontractor’s
non-performance.

Subcontractor shall be liable for the payment of any amount by which such expense may exceed the
unpaid balance of the Contract Price.

SECTION 15. INDEMNIFICATION

15.1.1 Subcontractor’s Performance. With the exception that this Section 15 shall in no event be
construed to require indemnification by Subcontractor to a greater extent than permitted under the
public policy of the State of California, Subcontractor shall indemnify and save harmless Owner and
Contractor, including their officers, agents, employees, affiliates, parents and subsidiaries, and
each of them, of and from any and all claims, demands, causes of action, damages, costs, expenses,
actual attorney’s fees, losses or liability, in law or in equity, of every kind and nature
whatsoever (“Claims”) arising out of or in connection with Subcontractor’s operations to be
performed under this Agreement for, but not limited to:

     (a) Personal injury, including, but not limited to, bodily injury, emotional injury, sickness
or disease, or death to persons, including, but not limited to, any employees or agents
of Subcontractor, Owner, Contractor, or any other subcontractor and/or damage to property of
anyone (including loss of use thereof), caused or alleged to be caused in whole or in part by any
negligent act or omission of Subcontractor or anyone directly or indirectly employed by
Subcontractor or anyone for whose acts Subcontractor may be liable regardless of whether such
personal injury or damage is caused by a party indemnified hereunder.

     (b) Penalties imposed on account of the violation of any law, order, citation, rule,
regulation, standard, ordinance or statute, caused by the action or inaction of Subcontractor.

     (c) Infringement of any patent rights which may be brought against the Contractor or
Owner arising out of Subcontractor’s work.

     (d) Claims and liens (see Section 9) for labor performed or materials used or furnished to be
used on the job, including all incidental or consequential damages resulting to Contractor or Owner
from such claims or liens.

     (e) Subcontractor’s failure to fulfill the covenants set forth in each subpart of Section 13,
Labor Relations.

     (f) Failure of Subcontractor to comply with the provisions of Section 16.1, Casualty
Insurance.

     (g) Any violation or infraction by Subcontractor of any law, order, citation, rule,
regulation, standard, ordinance or statute in any way relating to the occupational health or
safety of employees, including, but not limited to, the use of Contractor’s or other’s equipment,
hoist, elevators, or scaffolds (See Section 16 and 20).

The indemnification provisions of (a) through (g) above shall extend to Claims occurring after
this Agreement is terminated as well as while it is in force. Such indemnity provisions apply
regardless of any active and/or passive negligent act or omission of Owner or Contractor or their
agents or employees. Subcontractor, however, shall not be obligated under this Agreement to
indemnify Owner or Contractor for Claims arising from the sole negligence or willful misconduct of
Owner or Contractor or their agents, employees or independent contractors who are directly
responsible to Owner or Contractor, or for defects in design furnished by such persons.

15.1.2 Subcontractor shall:

     (a) At Subcontractor’s own cost, expense and risk, defend all Claims as defined in Section
15.1.1 that may be brought or instituted by third persons, including, but not limited to,
governmental agencies or employees of Subcontractor, against Contractor or Owner or their agents
or employees or any of them;

     (b) Pay and satisfy any judgment or decree that may be rendered against Contractor or
Owner or their agents or employees, or any of them, arising out of any such Claim; and/or

     (c) Reimburse Contractor or Owner or their agents or employees for any and all legal expense
incurred by any of them in connection herewith or in enforcing the indemnity granted in this
Section 15.

15.2 Risk of Loss.

All work covered by this Agreement done at the site or in preparing or delivering materials or
equipment, or any or all of them, to the site shall be at the risk of Subcontractor exclusively
until the completed work is accepted by Contractor.

15.3 No Limitation of Liability.

The indemnities set forth in this Section 15 shall not be limited by the insurance requirements
set forth in Section 16.

SECTION 16. INSURANCE

16.1 Casualty Insurance.

Subcontractor shall, at its expense, procure and maintain insurance on all of its operations, with
companies acceptable to Contractor, as follows:

16.1.1 Worker’s Compensation and Employer’s Liability Insurance. Workers Compensation insurance
shall be provided as required by any applicable law or regulation. Employer’s Liability insurance
shall be provided in amounts not less than:

$1,000,000 each accident for bodily injury by accident

$1,000,000 policy limit for bodily injury by disease

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$1,000,000 each employee for bodily injury by disease

If there is an exposure of injury to Subcontractor’s employees under the U.S. Longshoremen’s and
Harbor Worker’s Compensation Act, the Jones Act or under laws, regulations or statutes applicable
to maritime employees, coverage shall be included for such injuries or claims.

16.1.2 General Liability Insurance. Subcontractor shall carry Comprehensive General Liability or
Commercial General Liability insurance covering all operations by or on behalf of Subcontractor
providing insurance for bodily injury liability and property damage liability for the limits of
liability indicated below and including coverage for:

     (1) premises and operations

     (2) products and completed operations

     (3) contractual liability insuring the obligations assumed by
Subcontractor in this Agreement

     (4) broad form property damage (including completed operations)

     (5) explosion, collapse and underground hazards

     (6) personal injury liability

The limits of liability shall be not less than the amounts required of Subcontractor under the
Contract Documents, but in no event less than:

	 	 	 

	     $1,000,000

	 	each occurrence (combined single limit for bodily injury and property damage)
	 
	 	 
	     $1,000,000

	 	for personal injury liability
	 
	 	 
	     $1,000,000

	 	aggregate for products-completed operations (Refer to Exhibit “E” attached
hereto and made a part hereof for required limits.)
	 
	 	 
	     $2,000,000

	 	general aggregate

The general aggregate limit shall apply separately to Subcontractor’s work under this Agreement.

Contractor, its officers, directors and employees and Owner shall be named as additional insureds
under the Comprehensive General Liability or Commercial General Liability policy for any liability
arising out of the performance of the work. The policy shall stipulate that the insurance afforded
the additional insureds shall apply as primary insurance and that any other insurance maintained
by Contractor or Owner will be excess only and shall not be called upon to contribute with this
insurance. Coverage for the Contractor, its officers, directors and employees and the Owner as
additional insureds shall be provided by a policy provision or by an endorsement providing
coverage at least as broad as Additional Insured (Form B) endorsement form CG 2010 11/85 as
published by the Insurance Services Offices (ISO).

16.1.3 Claims Made Policy Form Provisions. Subcontractor shall not provide general liability
insurance under any Claims Made Commercial General Liability form without the express prior written
consent of Contractor.

16.1.4 Automobile Liability Insurance. Subcontractor shall carry automobile liability insurance,
including coverage for all owned, hired and non-owned automobiles. The limits of liability shall
be not less than $1,000,000 combined single limit each accident for bodily injury and property
damage.

16.1.5 Certificates of insurance, as evidence of the insurance required by this Agreement and
including the required “additional insured” and “primary insurance” endorsements, shall be
furnished by Subcontractor to Contractor before any work hereunder is commenced by Subcontractor.
The certificates of insurance shall
provide that there will be no cancellation or reduction of coverage without thirty (30) days prior
written notice to Contractor.

16.1.6 Contractor may take such steps as are necessary to assure Subcontractor’s compliance with
his obligations under this Section 16. In the event Subcontractor fails to maintain any
insurance coverage required under this Agreement, Contractor may maintain such coverage and charge
the expense to Subcontractor, or terminate this Agreement.

16.1.7 The required insurance shall be subject to the approval of Contractor, but any
acceptance of insurance certificates by Contractor shall in no way limit or relieve
Subcontractor of the duties and responsibilities by it in this Agreement. If higher limits or other
forms of insurance are required in the Contract Documents, Subcontractor will comply with such
requirements.

16.2 Property Insurance. Contractor and Subcontractor waive all rights against each
other and against all other subcontractors and Owner for loss or damage to the extent
reimbursed by Builder’s Risk or any other property or equipment insurance applicable to the work,
except such rights as they may have to the proceeds of such insurance. If the policies of
insurance referred to in this Section require an endorsement or consent of the insurance company to
provide for continued coverage where there is a waiver of subrogation, the owners of such policies
will cause them to be so endorsed or obtain such consent.

Upon written request of Subcontractor, Contractor shall provide Subcontractor with a copy of the
Builder’s Risk policy of insurance or any other property or equipment insurance in force for the
project and procured by Contractor. Subcontractor shall satisfy itself as to the existence and
extent of such insurance prior to commencement of Subcontractor’s work.

If Builder’s Risk insurance purchased by Owner or Contractor provides coverage for Subcontractor
for loss or damage to Subcontractor’s work, Subcontractor shall be responsible for the insurance
policy deductible amount applicable to damage to Subcontractor’s work and/or damage to other work
caused by Subcontractor.

If not covered under the Builder’s Risk policy of insurance or any other property or equipment
insurance required by the Contract Documents, Subcontractor shall procure and maintain at its own
expense property and equipment insurance for portions of Subcontractor’s work stored off the site
or in transit.

If Owner or Contractor has not purchased Builder’s Risk or equivalent insurance including the full
insurable value of Subcontractor’s work, then Subcontractor may procure such insurance at its own
expense as will protect the interests of Subcontractor, and its subcontractors in the work. Such
insurance shall also apply to any of Owner’s or Contractor’s property in the care, custody or
control of Subcontractor.

16.3 Failure of Contractor to enforce in a timely manner any of the provisions of this Section 16
shall not act as a waiver to enforcement of any of these provisions at a later date in the
performance of this Agreement. Any exceptions to the provisions of this Section 16 must be
delineated in the Contract Documents.

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SECTION 17. DISPUTE RESOLUTION PROCEDURE

17.1 Preliminary Dispute Resolution Procedure and Agreement to Arbitrate

17.1.1 Disputes under Prime Contract. Any dispute resolution procedure in the prime contract
shall be deemed incorporated in this Agreement, and shall apply to any disputes arising hereunder,
except disputes not involving the acts, omissions or otherwise the responsibility of the Owner
under the prime contract, those which have been waived by the making or acceptance of final
payment, and questions regarding the licensure of the Subcontractor. Subject to compliance
with all applicable laws, including but not limited to those relating to false claims, dispute
and claim certifications, and cost and pricing data requirements, Contractor’s sole obligation
is to present any timely-filed claims by Subcontractor to Owner under such procedure
and, subject to the other provisions of this Agreement, to pay to Subcontractor the proportionate
part of any sums paid by the Owner to which Subcontractor is entitled.

17.1.2 Settlement Negotiations. Subject to prime contract disputes under Section 17.1.1, and as
for disputes not involving the acts, omissions or otherwise the responsibility of the Owner under
the prime contract, promptly upon notification by the Subcontractor of a dispute, the Contractor
and Subcontractor shall meet to informally resolve such dispute. In the event that no resolution
is achieved, the parties, prior to the initiation of any action or proceeding under this section,
shall make a good faith effort to resolve the dispute by negotiation between representatives with
decision-making power, who, to the extent possible, shall not have had substantive involvement in
the matters of the dispute, unless the parties otherwise agree. To facilitate the negotiation,
the parties agree either to fashion a procedure themselves or seek the assistance of a person or
organization experienced in alternative dispute resolution procedures such as mediation, minitrial
or other similar procedures.

17.2 Arbitration Procedures.

In the event the prime contract contains an arbitration provisions or for disputes not involving

the acts, omissions or otherwise the responsibility of the Owner under the prime contract, the
following shall apply:

17.2.1 Notice of Demand. For arbitration under the prime contract, notice of the demand for
arbitration shall be filed in writing with other party to this Agreement and shall conform to the
requirements of the arbitration provision set forth in the prime contract. For claims not involving
the acts, omissions or otherwise the responsibility of the Owner under the prime contract, the
parties hereto shall submit any and all disputes arising under or relating to the terms and
conditions of the Subcontract to arbitration in accordance with the Construction Industry Rules of
the American Arbitration Association. In either case, the demand for arbitration shall be made
within a reasonable time after written notice of the claim, dispute or other matter in question has
been given, and in no event shall it be made after the date when institution of legal or equitable
proceedings based on such claim dispute or other matter in question would be barred by the
applicable statute of limitations.

17.2.2 Award. The award rendered by the arbitrator(s) shall be final and judgment may be
entered upon it in accordance with applicable law in any court having jurisdiction.

17.2.3 Work Continuation and Payment. Unless otherwise agreed in writing, Subcontractor
shall carry on the work and maintain the schedule of work pending arbitration, and, if so,
Contractor shall continue to make payments in accordance with this Agreement.

17.2.4 Consolidated Arbitration Proceedings. To the extent not prohibited by their
contracts with others, the claims and disputes of Owner, Contractor, Subcontractor and
other
subcontractors, suppliers and/or materialmen involving a common question of fact or law shall be
heard by the same arbitrator(s) in a single proceeding. In this event, it shall be the
responsibility of Subcontractor to prepare and present Contractor’s case, to the extent the
proceedings are related to this Agreement. Should Contractor enter into arbitration with the Owner
or others regarding matters relating to this Agreement, Subcontractor shall be bound by the result
of the arbitration to the same degree as the Contractor.

17.2.5 No Limitation of Rights or Remedies. This Section shall not be deemed a limitation
of any rights or remedies which Subcontractor may have under any Federal or State mechanics’ lien
laws or under any applicable labor and material payment bonds unless such rights or remedies are
expressly waived by it.

SECTION 18. COMPLIANCE WITH ALL LAWS AND SAFETY PRACTICES

Subcontractor shall comply fully with all laws, orders, citations, rules, regulations, standards
and statutes affecting or relating to this Agreement or its performance, including but not limited
to those with respect to occupational health and safety, the handling and storage of hazardous
materials, accident prevention, safety equipment and practices including the accident prevention
and safety program of Owner and Contractor.

Subcontractor shall conduct inspections to determine that safe working conditions and equipment
exist and accepts sole responsibility for providing a safe place to work for its employees and for
employees of its subcontractors and suppliers of material and equipment, for adequacy of an
required use of all safety equipment and for full compliance with the aforesaid laws, orders,
citations, rules, regulations, standards and statutes.

SECTION 19. WARRANTY

Subcontractor warrants to Owner, Architect and Contractor that all materials and equipment
furnished shall be new unless otherwise specified and that all work under this Agreement shall be
performed in a good and workmanlike manner, shall be of good quality, free from faults and defects
and in conformance with the Contract Documents. All work not conforming to these requirements,
including substitutions not properly approved and authorized, may be considered defective. The
warranty provided in this Section 19 shall be in addition to and not in limitation of any other
warranty or remedy required by law or by the Contract Documents.

SECTION 20. USE OF CONTRACTOR’S EQUIPMENT

In the event Subcontractor shall use Contractor’s equipment, materials, labor, supplies or
facilities, Subcontractor shall reimburse Contractor at a predetermined rate, except as provided in
Section 14.1.2 or as otherwise stated herein. Further, Subcontractor assumes all responsibility for
physical damage to such equipment, materials, labor, supplies, or facilities used by Subcontractor
or his agents, employees, or permittees. In the event that Contractor’s employees are used by
Subcontractor, Subcontractor shall have full responsibility for all acts or omissions of
Contractor’s employees with regard to Subcontractor’s use or employment of them. Subcontractor
accepts any and all of Contractor’s equipment, materials, labor, supplies or facilities as
furnished.

SECTION 21. ASSIGNMENT OF CONTRACT

Subcontractor shall not, without written consent of Contractor, assign, transfer, or sublet any
portion or part of the work required by this Agreement, nor assign any payment hereunder to
others.

8

 

SECTION 22. INDEPENDENT CONTRACTOR

Subcontractor is an independent contractor and shall, at its sole cost and expense, and without
increase in the Contract Price, comply with all laws, rules, ordinances and regulations of all
governing bodies having jurisdiction over the work; obtain all necessary permits and licenses
therefor, pay all manufacturers’ taxes, sales taxes, use taxes, processing taxes, and all federal
and state taxes, insurance and contributions for social security and unemployment which are
measured by wages, salaries, or other remuneration’s paid to Subcontractor’s employees, whether
levied under existing or subsequently enacted laws, rules or regulations. Subcontractor, upon
request, shall furnish evidence satisfactory to Contractor that any or all of the foregoing
obligations have been fulfilled.

SECTION 23. CLEAN-UP At all times during the course of construction, Subcontractor shall
perform his work so as to maintain the site in a clean, safe and orderly condition. Upon
completion of the work under this Agreement, Subcontractor shall remove from the site all
hazardous materials, temporary structures, debris and waste incident to his operation and clean
all surfaces, fixtures, equipment, etc., relative to the performance
of this Agreement.

SECTION 24. ATTORNEYS’ FEES

In the event the parties become involved in litigation or arbitration with each other arising out
of this Agreement or other performance thereof in which the services of an attorney or other
expert are reasonably required, the prevailing party shall be fully compensated for the cost of
its participation in such proceedings, including the cost incurred for attorneys’ fees and
experts’ fees. Unless judgment goes by default, the attorneys’ fee award shall not be computed in
accordance with any court schedule, but shall be such as to fully reimburse all attorneys’ fees
actually incurred in good faith, regardless of the size of a judgment, it being the intention of
the parties to fully compensate for all attorneys’ fees and experts’ fees paid or incurred in good
faith. In the case of a dispute under the prime contract dispute resolution provisions,
Subcontractor shall be entitled to such attorneys’ fees and other costs as may be provided for
under the prime contract.

SECTION 25. LABOR AGREEMENTS The Contractor is
signatory to the following labor agreements covering work on this project:

Laborers

SECTION 26. SPECIAL PROVISIONS (Including unit pricing,
if applicable):

There are no Special Provisions to this Agreement

CONTRACTORS ARE REQUIRED BY LAW TO BE LICENSED AND REGULATED BY THE CONTRACTORS STATE LICENSE BOARD
WHICH HAS JURISDICTION TO INVESTIGATE COMPLAINTS AGAINST CONTRACTORS IF A COMPLAINT IS FILED WITHIN
THREE (3) YEARS OF THE DATE OF THE ALLEGED VIOLATION. ANY QUESTIONS CONCERNING A CONTRACTOR MAY BE
REFERRED TO THE REGISTRAR OF THE BOARD, P.O. BOX 26000, SACRAMENTO, CALIFORNIA 95826.

	 	 	 	 	 

	Dated:

	 	 
 

	 	 

CONTRACTOR: J. D. DIFFENBAUGH, INC.

	 	 	 	 	 

	By

	 	  

Tarek
El-Maissi, Director of Operations
	 	 
	 
	 	 	 	 
	 

	 	6865 Airport Drive	 	 
	 	 	 
	 

	 	(ADDRESS)	 	 
	 
	 	 	 	 
	 

	 	Riverside, CA 92504	 	 
	 	 	 
	 
	 	 	 	 
	 

	 	181805 	 	 
	 	 	 
	 

	 	(CONTRACTOR’S LICENSE NO.)	 	 

	 	 	 	 	 

	Dated:

	 	 
 

	 	 

SUBCONTRACTOR: SUBCONTRACTOR

	 	 	 	 	 

	By:

	 	 
 

	 	 
	 

	 	(Signature)	 	 
	 
	 	 	 	 
	 	 	 
	 

	 	(Address)	 	 
	 	 	 
	 
	 	 	 	 
	 	 	 
	 
	 	 	 	 
	 	 	 
	 

	 	(CONTRACTOR’S LICENSE NO.)	 	 

Addenda follows this paragraph.

9

 

ADDENDUM TO AGCC-3

     A. Add to Section 1: “The Contract Documents include this Agreement, this Addendum and any
and all documents incorporated or referred to herein, including all schedules, plans and
specifications; all applicable laws, ordinances, statutes and codes; and the prime contract and any
and all documents incorporated or referred to therein, including all schedules, plans
and specifications. Subcontractor has had the opportunity to review and has reviewed all Contract
Documents before signing this Agreement. The Contract Documents applicable to the General
Contract between Contractor and Owner shall take precedence in the event of a conflict between them
and this Agreement.”

     B. Add to the end of Section 4: “It is intended that all payments due Subcontractor shall be
made solely out of funds actually received from the Owner. Subcontractor shares in the risk that
the Owner may for any reason including, but not limited to, insolvency or an alleged dispute fail
to make one or more payments for all or a portion of Subcontractor’s work. Subcontractor agrees
that if Owner fails to make payment(s) for Subcontractor’s work, Contractor shall have sixty (60)
days to make such payment to Subcontractor after Contractor has exhausted all reasonable
efforts through legal proceedings and/or otherwise to collect from Owner or others
responsible on Owner’s behalf, such amounts due Subcontractor, and that Contractor shall deduct the
prorata portion of the Contractor’s expenses, costs and attorneys’ fees for such collections
efforts from the amount then due Subcontractor. Subcontractor agrees that in no event shall
Contractor be responsible for payment if Subcontractor’s failure to perform its obligations under
this Subcontract have been asserted as a reason for Owner’s and/or Contractor’s failure to make
such payments.”

     C. Add to the end of the fourth paragraph of Section 6: “Payment for changes made without
written direction from Contractor shall not be a waiver or amendment of this section.”

     D. Add to the end of Section 8: “Contractor may require bonding at any time.”

     E. Add to the end of Section 10: “Subcontractor shall make the work accessible at all
reasonable times for inspection by Contractor. All bonds shall require the surety to pay Contractor
all amounts incurred as a result of Subcontractor’s default and in enforcing its rights,
including attorneys’ fees and costs. Any replacement bond shall be furnished at
subcontractor’s expense.”

     F. Add to the end of Section 13: “If Subcontractor has or may have any Labor Relations
obligations as described in Section 13, Subcontractor shall defend and indemnify Contractor
regarding them, whether or not the language in Section 13 is altered or deleted in any way.”

     G. Add as paragraph 14.1.6: “Progress Payments: Trust Fund. All progress payments
which have been or became due to be paid to Subcontractor, but which Subcontractor has not
disbursed to its subcontractors, suppliers and laborers shall be held in trust by Contractor and/or
Subcontractor, its agents, successors or assignees, for the benefit of Subcontractor’s
subcontractors, suppliers and laborers.”

     H. Add as paragraph 14.2.3: “Assumption or
Rejection of Contract in Bankruptcy; Waiver of Notice Period. The Parties agree that time
is of the essence in performance of this contract. In the event Subcontractor files a Chapter 7,
11, or 13 Bankruptcy, the Parties agree that any delay attendant to the assumption or rejection of
this contract by a trustee or a debtor-in-possession will be prejudicial to Contractor.
Consequently, Subcontractor hereby stipulates, in order to minimize delay to the Project and to
avoid potential damages or other prejudice to Contractor, to a notice period of ten calendar days
for Contractor’s motion to require Subcontractor to elect to assume or reject his contract.”

     I. Add to the end of paragraph 15.2: “Acceptance
by Contractor shall be upon its payment of all amounts due under this Agreement. Partial payments
by Contractor and payments under protest by Contractor are not Acceptance.”

     J. Add to the end of paragraph 16.1.2:
“Subcontractor shall also supply errors and omissions coverage (in the amounts set forth in this
paragraph 16.1.2) for all design professionals working for Subcontractor and for design work
performed by Subcontractor.”

     K. Add to the end of paragraph 17.2.3: “In the event
that no other agreement is reached pursuant to this paragraph, either party may compel mediation by
application to the Riverside County Bar Association Dispute Resolution Service. The failure to any
party to participate in such mediation shall entitle the other party to an award of its expenses,
costs and attorneys’ fees in any arbitration and/or litigation and/or other proceeding and the
party who failed to participate in mediation shall not be entitled to its expenses, costs and/or
attorneys’ fees in any arbitration and/or litigation and/or other proceedings. If any party
commences arbitration and/or litigation before resorting to mediation, other than to preserve any
rights that might be lost by failure to do so, that party shall be deemed to have failed to
participate in mediation. If mediation is unsuccessful, either party may commence binding
arbitration with the Riverside County Bar Association Dispute Resolution Service. The parties
hereby waive their right to a court and/or jury trial regarding matters between them.”

     L. Add to the end of paragraph 17.2.3: “However,
subcontractor may commence and pursue enforcement of its rights to preserve them and/or to the
extent that such will not result in loss or liability to Contractor. Subcontractor agrees to defend
and indemnify Contractor regarding any claim by anyone for relief based upon contractor’s
non-payment to Subcontractor of funds not received by Contractor.”

     M. Add to the end of Section 18: “Subcontractor
represents and warrants that all of Subcontractor’s agents and employees have been trained in safe
performance and safety procedures applicable to the project. Subcontractor further represents and
warrants that subcontractor has designated a responsible, authorized safety officer for the project
and that Subcontractor has a safety program in effect which complies with all laws, etc., specified
above, including all OSHA requirements. Subcontractor acknowledges that Contractor has no
obligation to train Subcontractor’s agents or employees in any way (including regarding the
accident prevention and safety program of Owner and Contractor) and that Contractor has no
obligation to develop, implement or publish an accident prevention and safety program for Owner.
Contractor may issue written notice(s) of safety violation(s) to Subcontractor and/or its
employees. Upon issuance of written notice of a second and/or subsequent safety violation,
Contractor shall deduct $500 per violation from any sums due Subcontractor and may compel removal
of any Subcontractor employee from the project.”

     N. Add to the end of Section 18: “In the event that
Subcontractor encounters on the site material reasonably believed to be asbestos, polychlorinated
biphenyl (PCB) or other hazardous materials which have not been rendered harmless, Subcontractor
shall immediately stop work in the area affected and report the condition to the Owner and
Contractor in writing. To the fullest extent permitted by law, Subcontractor shall indemnify and
hold harmless the Contractor from and against claims, damages, losses and expenses, including but
not limited to attorneys’ fees, arising out of or resulting from performance of work in the
affected area if in fact asbestos, PCB or other hazardous material that has not been rendered
harmless is encountered, provided that such claim, damage, loss or expense is attributable to
bodily injury, sickness, disease, death, or to injury to or destruction of tangible property,
including the Work itself, including loss of use resulting therefrom, but only to the extent
caused in whole

	 	 	 

	 

	 	 
	(Contractor’s Initials)

	 	(Subcontractor’s Initial’s)

10

 

ADDENDUM TO AGCC-3

or in part by the acts or omissions of Subcontractor, anyone directly or indirectly
employed by Subcontractor or anyone for whose act Subcontractor may be liable, regardless of
whether or not such claim, damage, loss or expense is caused in part by a party indemnified
hereunder.”

     O. Add to the end of Section 21: “In the event of any
assignment, Subcontractor’s assignee’s rights shall coincide with and be no greater than
Subcontractor’s. Endorsement of joint checks and/or execution of a joint check agreement, an
assignment, a subcontract, a sub-subcontract or similar act shall be deemed an assignment.”

     P. Add to end of Section 22: “Subcontractor is
responsible for compliance with the Americans with Disability Act of 1990 and all similar laws.

     Q. Add to the end of Section 23: “Contractor may
order Subcontractor to clean-up his areas at any time Contractor deems such action necessary. If
Subcontractor fails to perform a clean-up within two days after notification from Contractor to do
so, Contractor may proceed with that function as it judges necessary and in the manner it may deem
appropriate, then the cost thereof shall be charged to Subcontractor and deducted from any monies
due under this Agreement or recovered in a separate proceeding. In the event contractor is unable
to determine which Subcontractor is responsible for any particular clean-up, Contractor may
apportion the cost of such clean-up in such manner as Contractor may deem to be appropriate.”

     R. Delete section 24.

     S. Add to Section 26: “Notwithstanding anything in
this agreement to the contrary, this agreement is amended as follows: Claims: (a)
Subcontractor shall give written notice of any and all claims or facts that may give rise to a
claim within five (5) business days after such facts or claims arise. Failure to give such written
notice within (5) business days waives any such claims or potential claims. (b) Subcontractor
shall have no claim for damages for delay. (c) Subcontractor shall defend and indemnify Contractor
from any and all claims arising out of this Agreement except those that are the result of
Contractor’s sole negligence or willful misconduct. (d) Any and all claims by Subcontractor of any
nature whatsoever arising out of or connected in any way with the performance of work under this
Agreement, and/or by any person or entity providing any part of the performance called for under
this Agreement, are limited (in the aggregate) to the amount of this Agreement. (e) Subcontractor
shall serve a copy of any and all preliminary notices on Contractor. Subcontractor shall have its
suppliers and subcontractors serve copies of any and all preliminary notices on Contractor. All
such preliminary notices shall contain an amount. (f) Subcontractor must serve Contractor with a
copy of any and all mechanic’s liens, stop notices and/or other claims immediately upon making
such claims.” (g) All releases given by Subcontractor shall be relied upon by Contractor and
Subcontractor warrants that they will be accurate.”

     T. Add to Section 26: “Notwithstanding anything in
this agreement to the contrary, this agreement is amended as follows: Disclaimer:
Contractor makes no representations and/or warranties concerning the schedules, designs, laws,
ordinances, plans and specifications.”

     U. Add to Section 26: “Notwithstanding anything in
this agreement to the contrary, this agreement is amended as follows: Subcontractor’s
Duties: Subcontractor has the obligation to review the Contract Documents, schedules, designs,
laws, ordinances, plans and specifications, and to report errors, conflicts, inconsistencies,
comments, or questions concerning such to Contractor for resolution in the absolute discretion of
Contractor.”

     V. Add to Section 26: “Any attachments by
Subcontractor to the Subcontract and/or any changes in this
Subcontract’s text by Subcontractor are void unless initialed by Contractor.”

     W. The attached MINIMUM REQUIREMENTS FOR
SUBCONTRACTORS is incorporated herein.

     X. NOTE: Subcontractor’s commencement of work
shall be deemed execution and acceptance of the subcontract sent to Subcontractor by Contractor.
The subcontract may be changed only by a writing signed by Contractor’s Vice President for
Construction/Engineering.

Revision 04/2007

Revision 01/2008

Revision 09/2008

	 	 	 

	 

	 	 
	(Contractor’s Initials)

	 	(Subcontractor’s Initial’s)

11

 

EXHIBIT “M”

PROJECT SPECIFIC REQUIREMENTS

Highland Fairview Corporate Park

Skechers Distribution Center

29800 Eucalyptus Avenue

Rancho Belago, California 92555

	1.	 	Time is of the essence with regard to this fast track project. Subcontractor agrees to
provide the optimum crews and equipment in accordance with the Construction
Schedule to insure Subcontractor does not delay the project. The subcontractor agrees
to have optimum crew size onsite for the duration of the project, inclusive of 6 days/week
throughout the duration of his work. If this subcontractor is performing work in multiple
areas of this project that need to be constructed simultaneously, the subcontractor has
agreed to provide all necessary manpower, multiple crews, extended work hours, and 6 day
work week to ensure the schedule dates are met. It is imperative the subcontractor
manages the work force in a manner to avoid any delays what-so-ever, as non- performance,
inadequate crew sizes & manpower may result in financial damages which will be the sole
responsibility of the Subcontractor which is found to be in default.
	 
	2.	 	Per the terms of the Subcontract Agreement and the Addendum to AGCC-3, this
Subcontractor is to be bound to the prime contract between Diffenbaugh and the Owner of
this project. The following listing is a brief overview of items that are incorporated by
reference, but is in no way intended to limit the liability of the Subcontractor with
regard to specific items contained therein. The entire prime contract is readily available
for perusal by this Subcontractor:
	 
	3.	 	The Long Form Standard Subcontract AGC California Subcontract agreement for this
project shall be amended as follows:

	 	a.	 	Section 13.3: Add the language that certain aspects of this work,
including but not limited to work on Eucalyptus street will fall under
the prevailing wage requirements. Subcontractor performing work in these
areas will be required to abide by the prevailing wage requirements.
	 
	 	b.	 	Section 16 Insurance: Strike 16.1 to 16.1.5 and insert “See Addendum
“A” to the Prime Contract for requirements relative to Subcontractor Insurance
Requirements.
	 
	 	c.	 	In the Addendum to the AGC Subcontract agreement, Paragraph O: Add,
“This Subcontract is assignable to Owner and its construction lender and may be
assumed by Owner or its construction lender in the event of any termination of the
Prime Contract, all at the option of Owner and / or its construction lender. This
Subcontract is terminable by Owner and/or its construction lender in the event that
the Prime Contract is terminated without additional costs beyond that actually
incurred to the date of termination. The Owner is an intended third party
beneficiary of all warranty/guarantees regarding the Work or
materials/equipment furnished and owner may bring claim directly against
Subcontractor for breach of contract, warranty rights, quality of workmanship,
merchantability of equipment, feasibility and fitness for the particular purpose of
materials and equipment and workmanship.

	 	 	 	 	 

	Subcontractor, Contract No.—

	 	Exhibit “M”
	 	 
	 

	 	 	 	 
	Project Title, Number

	 	 	 	(subcontractor’s Initials)

12

 

EXHIBIT “N”

Purchase Order Log

Highland Fairview Corporate Park

Skechers Distribution Center

29800 Eucalyptus Avenue

Rancho Belago, California 92555

					
	 	 	 	 	 
	J.D. Diffenbaugh, Inc.	 	 	 	 
	 
	 	Purchase Order Log	 	 
	Job No: 09-231
	 	 	 	Date: 4/12/2010
	Project No: 09-231
	 	 	 	Page: 1 of 1

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	Revised
	PO No.	 	To	 	From	 	Date	 	Description	 	Spec Section	 	Total Cost	 	Apprvd Changes	 	Pending Changes	 	Contract Sum
	 
	09-231-01740

	 	L&LCLEA
	 	JDD
	 	2/3/2010
	 	Final Clean
	 	01740 
	 	 	 	$	0.00	 	 	$	0.00	 	 	 	 	 
	09-231-10520

	 	MOBIFIR
	 	JDD
	 	9/22/2009
	 	Fire Extinguishers
	 	10520 
	 	 	 	$	0.00	 	 	$	0.00	 	 	 	 	 
	09-231-15900

	 	AMERCOMM
	 	JDD
	 	10/13/2009
	 	Controls and Instrumentation
	 	15900 
	 	 	 	$	0.00	 	 	$	0.00	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 
	 

	 	 	 	 	 	 	 	 	 	     Totals:
	 	 	 	$	0.00	 	 	$	0.00	 	 	 	 	 

 

 

EXHIBIT “O”

Form of Job Cost Report or Commitment to Estimate Variance Report

Highland Fairview Corporate Park

Skechers Distribution Center

29800 Eucalyptus Avenue

Rancho Belago, California 92555

	 	 	 	 	 	 	 	 	 	 	 	 	 

	Highland Fairview Corporate Park
	 	 	 	 	 	 	 	 	 	 	 	 
	Skechers Distribution Center
	 	 	 	 	 	 	 	 	 	 	 	 
	Job No. 09-213

	 	 	 	 	 	Initial
	 	Buy-out
	 	Date:
	 	 
	Project Name:

	 	Skechers Distribution Center	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	Usable Square Footage

	 	1,800,000     SF
	 	 	 	 	 	 	 	 	 	 

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	Uncommitted/	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	Other JDD	 	 	Total Project	 	 	Sav / Overrun	 	 	 	 	 	Original	 	 	 	 	 	 	Revised	 
	CSI #	 	Description	 	Original GMP	 	 	CO #	 	 	COR thru 1	 	 	Revised GMP	 	 	 	Committed	 	 	Cost	 	 	Cost	 	 	to Date	 	 	 	Sub	 	Contract	 	 	SCO	 	 	Contract	 
	01-516
	 	Temp.Water (Allow.)	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	01-565
	 	Dust Control (Allow.)	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	01-722
	 	Restaking (Allow.)	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	01-742
	 	Genral Job Labor (Allow.)	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	01-744
	 	Daily Clean Up (Allow.)	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	01-748
	 	Street Sweeping (Allow.)	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	02-375
	 	SWPPP (Allow.)	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	02-376
	 	Retention Basin (Allow.)	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	02-580
	 	Site Electrical Services (Allow.)	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	02-745
	 	Asphalt Paving (Allow.)	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	19-920
	 	Reproductions (Allow.)	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	 
	 	 	 	 	0	 	 	 	 	 	 	 	0	 	 	 	 	 	 	 	 	 	 	 	 	0	 	 	 	 	 	 	 	 	 	 	 	TBD	 	 	 	 	 	 	 	 	 	 	 	 
	01-720
	 	Survey and Staking	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	01-740
	 	Final Cleaning & Parkg Sweep	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	02-310
	 	Grading and Excavation	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	02-370
	 	Secondary Erosion Control	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	02-510
	 	Site Domestic	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	02-515
	 	Site Fire Water	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	02-530
	 	Santary Sewer	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	02-630
	 	Storm Drain	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	02-762
	 	Payement Markings	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	02-770
	 	Curb and Guttar	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	02-775
	 	Sidewalks	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	02-810
	 	Landscape and Imagation	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	02-820
	 	Fencing	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	02-870
	 	Site Furnishinga	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	03-200
	 	Retnforcing Steel — Bldg	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	03-300
	 	Building Cancrata  — Bldg	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	03-356
	 	Floor Sealer	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	05-120
	 	Structural Steel	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	06-100
	 	Rough Carpentry	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	06-150
	 	Panalized Roof	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	07-100
	 	Waterproofing	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	07-210
	 	Insufaction	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	07-500
	 	Marnbrano Roofing	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	07-600
	 	Flashing and Sheet Metal	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	07-900
	 	Caulking and Sealants	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	08-100
	 	Doora Frames Hardware	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	08-350
	 	Overhead Doors	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	08-400
	 	Glass And Glazing	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	08-600
	 	Skyfights	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	08-785
	 	Knax Box	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	09-250
	 	Drywall and Metal Studs	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	09-650
	 	Rubber Base	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	09-900
	 	Painting	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	10-430
	 	Exterior Slgnago	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	11-150
	 	Dock Equipment	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	13-900
	 	Fire Sprinklars	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	15-400
	 	Plumbing	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	15-700
	 	HVAC	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	16-050
	 	Electrical	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	TBD	 	 	0	 	 	 	 	 	 	 	0	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	Subtotal Hard Cost	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	 	 	 	0	 	 	 	0	 	 	 	0	 
	19-000
	 	General Conditions	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	JDD	 	 	0	 	 	 	 	 	 	 	0	 
	19-517
	 	Fire Access Roads	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	JDD	 	 	0	 	 	 	 	 	 	 	0	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 
	 
	 	Subtotal	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	 	 	 	0	 	 	 	0	 	 	 	0	 
	22-100
	 	General Liability Insur.	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	JDD	 	 	0	 	 	 	 	 	 	 	0	 
	99-000
	 	Contractor’s Fee	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	JDD	 	 	0	 	 	 	 	 	 	 	0	 
	22-300
	 	Contractor’s Contingancy	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	JDD	 	 	0	 	 	 	 	 	 	 	0	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 
	 
	 	Total	 	 	0	 	 	 	 	 	 	 	0	 	 	 	0	 	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	0	 	 	 	 	 	 	0	 	 	 	0	 	 	 	0	 

 

Exhibit P

Form of Payment G702

	 	 	 	 	 	 	 	 	 	 	 
	APPLICATION AND CERTIFICATION FOR PAYMENT

	 	AIA DOCUMENT G702
	 	PAGE ONE OF
	 	PAGES
	TO OWNER:

	 	PROJECT:
	 	APPLICATION NO:
	 	 	 	Distribution to:	 	 
	 

	 	 	 	 	 	 	 	      OWNER	 	 
	 

	 	 	 	 	 	 	 	      ARCHITECT	 	 
	 

	 	 	 	PERIOD TO:
	 	 	 	      CONTRACTOR	 	 
	FROM CONTRACTOR:

	 	VIA ARCHITECT:	 	 	 	 	 	     	 	 
	     J.D. DIFFENBAUGH, INC.

	 	 	 	PROJECT #	 	 	 	     	 	 
	     RIVERSIDE, CA 92506
	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 
	CONTRACT FOR:

	 	 	 	CONTRACT DATE:	 	 	 	 	 	 

CONTRACTOR’S APPLICATION FOR PAYMENT

Application is made for payment, as shown below, in connection with the Contract.
Continuation Sheet, AIA Document G703, is attached.

	 	 	 	 	 

	1. ORIGINAL CONTRACT SUM
	 	$	$0.00	 
	 
	 	 	 
	2. Net change by Change Orders
	 	$	—	 
	 
	 	 	 
	3. CONTRACT SUM TO DATE (Line 1 ± 2)
	 	$	—	 
	 
	 	 	 
	4. TOTAL COMPLETED & STORED TO DATE (Column F on G703)
	 	$	$0.00	 
	 
	 	 	 
	5. RETAINAGE:
	 	 	 	 
	a. 10% of Completed Work

(Column D + E on G703)
	 	$	0.00	 
	 
	 	 	 
	b. 10% of Stored Material

(Column F on G703)
	 	$	0.00	 
	 
	 	 	 
	Total Retainage (Lines 5a + 5b or
Total in Column I of G703)
	 	$	—	 
	 
	 	 	 
	6. TOTAL EARNED LESS RETAINAGE

(Line 4 Less Line 5 Total)
	 	$	—	 
	 
	 	 	 
	7. LESS PREVIOUS CERTIFICATES FOR
PAYMENT 

(Line 6 from prior Certificate)
	 	$	 	 
	 
	 	 	 
	8. CURRENT PAYMENT DUE
	 	$	—	 
	 
	 	 	 
	9. BALANCE TO FINISH, INCLUDING RETAINAGE

(Line 3 less Line 6)
	 	$	—	 
	 
	 	 	 

	 	 	 	 	 	 	 	 	 
	CHANGE ORDER SUMMARY	 	ADDITIONS	 	DEDUCTIONS
	Total changes approved
in previous months by Owner
	 	 	 	 	 	 	—	 
	Total approved this Month
	 	 	0.00	 	 	 	—	 
	TOTALS
	 	 	0.00	 	 	 	—	 
	NET CHANGES by Change Order
	 	 	 	 	 	 	—	 

The undersigned Contractor certifies that to the best of the Contractor’s knowledge. information
and belief the Work covered by this Application for Payment has been completed in accordance with
the Contract Documents, that all amounts have been paid by the Contractor for Work for which
previous Certificates for Payment were issued and payments received from the Owner, and that
current payment shown herein is now due.

CONTRACTOR:

By:  
Date:  

	 	 	 	 	 	 	 

	State of:

	 	California
	 	County of:
	 	Riverside
	Subscribed and sworn to before me this	 	day of	 	 
	Notary Public:
	 	 	 	 	 	 
	My Commission expires:
	 	 	 	 	 	 

ARCHITECT’S CERTIFICATE FOR PAYMENT

In accordance with the Contract Documents, based on on-site observations and the data
comprising the application, the Architect certifies to the Owner that to the best of the
Architect’s knowledge, information and belief the Work has progressed as indicated, the
quality of the Work is in accordance with the Contract Documents, and the Contractor is
entitled to payment of the AMOUNT CERTIFIED.

	 	 	 	 	 

	AMOUNT CERTIFIED
	 	$	 	 	 	$0

(Attach explanation if amount certified differs from the amount applied. Initial all figures
on this Application and on the Continuation Sheet that are changed to conform with the amount
certified.)

ARCHITECT:

By:  
Date:  

This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only to the
Contractor named herein. Issuance, payment and acceptance of payment are without
prejudice to any rights of the Owner or Contractor under this Contract.

			
	 	 	 
	AIA DOCUMENT G702 — APPLICATION AND CERTIFICATION FOR PAYMENT — 1992 EDITION — AtA® — © 1992
	 	 
	 
	THE AMERICAN INSTITUTE OF
ARCHITECTS, 1735 NEW YORK AVE., N.W., WASHINGTON. DC 20006-5292
	 	 

Users may obtain validation of this document by requesting a completed AIA Document D401 —
Certification of Document’s Authenticity from the Licensee.

 

 

Exhibit P

Form of Payment G703

	 	 	 	 	 	 	 
	CONTINUATION SHEET	 	AIA DOCUMENT G703	 	 	 	PAGE OF PAGES
	 
	AIA Document G702, APPLICATION AND CERTIFICATION FOR PAYMENT, containing

	 	 	 	APPLICATION NO:	 	 
	Contractor’s signed certification is attached.

	 	 	 	APPLICATION DATE:	 	 
	In tabulations below, amounts arc stated to the nearest dollar.

	 	 	 	PERIOD TO:	 	 
	Use Column I on Contracts where variable retainage for line items may apply.

	 	 	 	CONTRACT NUMBER:	 	 
	 

	 	 	 	PROJECT NAME:	 	 

	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 
	A	 	 	B	 	 	 	C	 	 	 	D	 	 	 	E	 	 	 	F	 	 	 	G	 	 	 	H	 	 	 	I	 	 	 	J	 	K	 	L	 	M
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	MATERIALS	 	TOTAL	 	 	 	 	 	 	 	 	 	 	 	 	 	
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	WORK COMPLETED	 	PRESENTLY	 	COMPLETED	 	 	 	 	 	 	 	 	 	 	 	 	 	
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	REVISED	 	FROM PREVIOUS	 	 	 	 	 	STORED	 	AND STORED	 	 	 	 	 	BALANCE	 	RETAINAGE	 	Net
	ITEM	 	 	 	 	 	SCHEDULED	 	 	 	 	 	CHANGE	 	CONTRCT	 	APPLICATION	 	 	 	 	 	(NOT IN	 	TO DATE	 	%	 	TO FINISH	 	(IF VARIABLE	 	Amount
	NO.	 	DESCRIPTION OF WORK	 	VALUE	 	ADJUSTMENT	 	ORDER	 	VALUE	 	(D + E)	 	THIS PERIOD	 	D OR E)	 	(D+E+F)	 	(G ÷ C)	 	(C - G)	 	RATE)	 	Due

	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0,00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0,00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0,00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0,00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0,00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	 	 	 	 	 	 	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 
	 
	 	GRAND TOTALS	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 	 	 	 	 	 	$	0.00	 	 	$	0.00	 	 	$	0.00	 

 

 

Contract #: MHOO-121-226

Project: Highland Fairview Corporate Park

Trade: General Contractor

Danette Fenstermacher

Highland Fairview

COO/Executive VP

EXHIBIT “Q”

April 15, 2010

VIA E-MAIL

Joel Alexander

Vice President/CFO

JD Diffenbaugh, Inc.

6865 Airport Drive

Riverside, CA 92504

			
	     Re:  	 	Highlands Logistics SKX T1, LLC — Highland Fairview Corporate Park Skechers
Distribution Center,
29800 Eucalyptus Avenue, Rancho Belago, CA 92555
 

Dear Mr. Alexander:

     The following financial information is provided in satisfaction of the requirements of Section
2.2.1 of the General Conditions of the Contract Documents for the Highland Fairview Corporate Park
Skechers Distribution Center, located at 29800 Eucalyptus Avenue, Rancho Belago, CA 92555 (the
“Project”):

	 	1.	 	Bank of America, N.A., as Lender and Administrative Agent, anticipates to
close a loan the week April 26, 2010 of $55 million for use on the Project per the
terms of the Commitment Letter between Bank of America, N.A. and Borrower; and,
	 
	 	2.	 	Skechers RB, LLC will deposit $30 million into a Bank of America Escrow
Account # 1499708217, entitled in the name of “Bank of America, N.A. for the benefit
of HF Logistics-SKX T1, LLC” for use on the Project upon loan closing.

     Bank of America representative Kim Abreu has executed this document to confirm the above
representations are true and correct. Your signature confirms that once the above is accomplished,
it satisfies JD Diffenbaugh, Inc.’s requirements for Section 2.2.1 of the General Conditions of the
Contract Documents for the Owner to furnish to the Contractor reasonable evidence that financial
arrangements have been made to fulfill the Owner’s obligations under the Contract for the Project.

     Upon closing of the loan, satisfactory evidence of the above will be forwarded to JD
Diffenbaugh, Inc. within 24 hours.

 

 

Joel Alexander

April 15, 2010

Page 2

 

     Thank you and we look forward to a successful Project.

	 	 	 	 	 
	 	Sincerely,

 	 
	 	/s/ DANETTE FENSTERMACHER
 	 
	 	Danette Fenstermacher 	 
	 	Highland Fairview

for

HF Logistics-SKX T1, LLC 	 
	 

	 	 	 	 	 
	Bank of America, N.A.

 	 	 
	/s/ KIM ABREU
 	 	 
	Kim Abreu 	 	 
	Senior Vice President

Bank of America N.A. 	 	 
	 
 
	JD Diffenbaugh, Inc.

 	 	 
	/s/ JOEL ALEXANDER
 	 	 
	Joel Alexander 	 	 
	Vice President/CFO

JD Diffenbaugh, Inc.exv10w1xay

Exhibit 10.1(a)

(Confidential Portions Omitted)

Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

AIA Document A201 – 1997

General Conditions of the Contract for Construction

Page 1 of 50

 

Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

for the following PROJECT:

(Name and location or address):

Highland Fairview Corporate Park

Skechers Distribution Center

29800 Eucalyptus Avenue

Rancho Belago, California 92555

THE OWNER:

(Name and address):

HF Logistics-SKX T1, LLC

14225 Corporate Way

Moreno Valley, California 92553

THE ARCHITECT:

(Name and address):

“Vertical Architect”:

HPA, Inc.

18831 Bardeen Avenue, Suite 100

Irvine, California 92612

“Civil Engineer”:

RBF Consulting

14725 Alton Parkway

Irvine, Ca 92618

(949) 855-5716

“Landscape Architect”:

Mission Landscape Architecture

16361 Scientific Way

Irvine, CA 92618

(949) 224-0044

TABLE OF ARTICLES

	 	 	 	 
				
	1

	 	GENERAL PROVISIONS	11
	 
	 	 	 
	2

	 	OWNER	13
	 
	 	 	 
	3

	 	CONTRACTOR	15
	 
	 	 	 
	4

	 	ADMINISTRATION OF THE CONTRACT	22
	 
	 	 	 
	5

	 	SUBCONTRACTORS	27
	 
	 	 	 
	6

	 	CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS	29
	 
	 	 	 
	7

	 	CHANGES IN THE WORK	30
	 
	 	 	 
	8

	 	TIME	32
	 
	 	 	 
	9

	 	PAYMENTS AND COMPLETION	33
	 
	 	 	 
	10

	 	PROTECTION OF PERSONS AND PROPERTY	41
	 
	 	 	 
	11

	 	INSURANCE AND BONDS	43
	 
	 	 	 
	12

	 	UNCOVERING AND CORRECTION OF WORK	44
	 
	 	 	 
	13

	 	MISCELLANEOUS PROVISIONS	45
	 
	 	 	 
	14

	 	TERMINATION OR SUSPENSION OF THE CONTRACT	47

Page 2 of 50

 

Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

INDEX

(Numbers and Topics in Bold are Section Headings)

Acceptance of Nonconforming Work

9.6.6, 9.9.3, 12.3

Acceptance of Work

9.6.6, 9.8.2, 9.9.3, 9.10.1, 9.10.3, 12.3

Access to Work

3.16, 6.2.1, 12.1

Accident Prevention

4.2.3, 10

Acts and Omissions

3.2, 3.3.2, 3.12.8, 3.18, 4.2.3, 4.3.8, 4.4.1, 8.3.1, 9.5.1, 10.2.5, 13.4.2, 13.7, 14.1

Addenda

1.1.1, 3.11

Additional Costs, Claims for

4.3.4, 4.3.5, 4.3.6, 6.1.1, 10.3

Additional Inspections and Testing

9.8.3, 12.2.1, 13.5

Additional Time, Claims for

4.3.4, 4.3.7, 8.3.2

ADMINISTRATION OF THE CONTRACT

3.1.3, 4, 9.4, 9.5

Advertisement or Invitation to Bid

1.1.1

Aesthetic Effect

4.2.13, 4.5.1

Allowances

3.8

All-risk Insurance

11.4.1.1

Applications for Payment

4.2.5, 7.3.8, 9.2, 9.3, 9.4, 9.5.1, 9.6.3, 9.7.1, 9.8.5, 9.10, 11.1.3, 14.2.4, 14.4.3

Approvals

2.4, 3.1.3, 3.5, 3.10.2, 3.12, 4.2.7, 9.3.2, 13.4.2, 13.5

Arbitration

4.3.3, 4.4, 4.5.1, 4.5.2, 4.6, 8.3.1, 9.7.1, 11.4.9, 11.4.10

Architect

4.1

Architect, Definition of

4.1.1

Architect, Extent of Authority

2.4, 3.12.7, 4.2, 4.3.6, 4.4, 5.2, 6.3, 7.1.2, 7.3.6, 7.4, 9.2, 9.3.1, 9.4, 9.5, 9.8.3, 9.10.1, 9.10.3, 12.1, 12.2.1, 13.5.1, 13.5.2, 14.2.2, 14.2.4

Architect, Limitations of Authority and Responsibility

2.1.1, 3.3.3, 3.12.4, 3.12.8, 3.12.10, 4.1.2, 4.2.1, 4.2.2, 4.2.3, 4.2.6, 4.2.7, 4.2.10, 4.2.12, 4.2.13, 4.4, 5.2.1, 7.4, 9.4.2, 9.6.4, 9.6.6

Architect’s Additional Services and Expenses

2.4, 11.4.1.1, 12.2.1, 13.5.2, 13.5.3, 14.2.4

Architect’s Administration of the Contract

3.1.3, 4.2, 4.3.4, 4.4, 9.4, 9.5

Architect’s Approvals

2.4, 3.1.3, 3.5.1, 3.10.2, 4.2.7

Architect’s Authority to Reject Work

3.5.1, 4.2.6, 12.1.2, 12.2.1

Architect’s Copyright

1.6

Architect’s Decisions

4.2.6, 4.2.7, 4.2.11, 4.2.12, 4.2.13, 4.3.4, 4.4.1, 4.4.5,

4.4.6, 4.5, 6.3, 7.3.6, 7.3.8, 8.1.3, 8.3.1, 9.2, 9.4, 9.5.1,

9.8.4, 9.9.1, 13.5.2, 14.2.2, 14.2.4

Architect’s Inspections

4.2.2, 4.2.9, 4.3.4, 9.4.2, 9.8.3, 9.9.2, 9.10.1, 13.5

Architect’s Instructions

3.2.3, 3.3.1, 4.2.6, 4.2.7, 4.2.8, 7.4.1, 12.1, 13.5.2

Architect’s Interpretations

4.2.11, 4.2.12, 4.3.6

Architect’s Project Representative

4.2.10

Architect’s Relationship with Contractor

1.1.2, 1.6, 3.1.3, 3.2.1, 3.2.2, 3.2.3, 3.3.1, 3.4.2, 3.5.1, 3.7, 3, 3.10, 3.11, 3.12, 3.16, 3.18, 4.1.2, 4.1.3, 4.2, 4.3.4, 4.4.1, 4.4.7, 5.2, 6.2.2, 7, 8.3.1, 9.2, 9.3, 9.4, 9.5, 9.7, 9.8, 9.9, 10.2.6, 10.3, 11.3, 11.4.7, 12, 13.4.2, 13.5

Architect’s Relationship with Subcontractors

1.1.2, 4.2.3, 4.2.4, 4.2.6, 9.6.3, 9.6.4, 11.4.7

Architect’s Representations

9.4.2, 9.5.1, 9.10.1

Architect’s Site Visits

4.2.2, 4.2.5, 4.2.9, 4.3.4, 9.4.2, 9.5.1, 9.9.2, 9.10.1, 13.5

Asbestos

10.3.1

Attorneys’ Fees

3.18.1, 9.10.2, 10.3.3

Award of Separate Contracts

6.1.1, 6.1.2

Award of Subcontracts and Other Contracts for Portions of the Work

5.2

Basic Definitions

1.1

Bidding Requirements

1.1.1, 1.1.7, 5.2.1, 11.5.1

Boiler and Machinery Insurance

11.4.2

Bonds, Lien

9.10.2

Bonds, Performance, and Payment

7.3.6.4, 9.6.7, 9.10.3, 11.4.9, 11.5

Building Permit

3.7.1

Capitalization

1.3

Certificate of Substantial Completion

9.8.3, 9.8.4, 9.8.5

Certificates for Payment

Page 3 of 50

 

Contract#: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, 9.6.1, 9.6.6, 9.7.1, 9.10.1, 9.10.3, 13.7, 14.1.1.3, 14.2.4

Certificates of Inspection, Testing or Approval

13.5.4

Certificates of Insurance

9.10.2, 11.1.3

Change Orders

1.1.1, 2.4.1, 3.4.2, 3.8.2.3, 3.11.1, 3.12.8, 4.2.8, 4.3.4, 4.3.9, 5.2.3, 7.1, 7.2, 7.3, 8.3.1, 9.3.1.1, 9.10.3, 11.4.1.2, 11.4.4, 11.4.9, 12.1.2

Change Orders, Definition of

7.2.1

CHANGES IN THE WORK

3.11, 4.2.8, 7, 8.3.1, 9.3.1.1, 11.4.9

Claim, Definition of

4.3.1

Claims and Disputes

3.2.3, 4.3, 4.4, 4.5, 4.6, 6.1.1, 6.3, 7.3.8, 9.3.3, 9.10.4, 10.3.3

Claims and Timely Assertion of Claims

4.6.5

Claims for Additional Cost

3.2.3, 4.3.4, 4.3.5, 4.3.6, 6.1.1, 7.3.8, 10.3.2

Claims for Additional Time

3.2.3, 4.3.4, 4.3.7, 6.1.1, 8.3.2, 10.3.2

Claims for Concealed or Unknown Conditions

4.3.4

Claims for Damages

3.2.3, 3.18, 4.3.10, 6.1.1, 8.3.3, 9.5.1, 9.6.7, 10.3.3, 11.1.1, 11.4.5, 11.4.7, 14.1.3, 14.2.4

Claims Subject to Arbitration

4.4.1, 4.5.1, 4.6.1

Cleaning Up

3.15, 6.3

Commencement of Statutory Limitation Period

13.7

Commencement of the Work, Conditions Relating to

2.2.1, 3.2.1, 3.4.1, 3.7.1, 3.10.1, 3.12.6, 4.3.5, 5.2.1, 5.2.3, 6.2.2, 8.1.2, 8.2.2, 8.3.1, 11.1, 11.4.1, 11.4.6, 11.5.1

Commencement of the Work, Definition of

8.1.2

Communications Facilitating Contract Administration
3.9.1, 4.2.4

Completion, Conditions Relating to

1.6.1, 3.4.1, 3.11, 3.15, 4.2.2, 4.2.9, 8.2, 9.4.2, 9.8, 9.9.1,

9.10, 12.2, 13.7, 14.1.2

COMPLETION, PAYMENTS AND

9

Completion, Substantial

4.2.9, 8.1.1, 8.1.3, 8.2.3, 9.4.2, 9.8, 9.9.1, 9.10.3, 9.10.4.2,

12.2, 13.7

Compliance with Laws

1.6.1, 3.2.2, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 4.4.8, 4.6.4, 4.6.6, 9.6.4, 10.2.2, 11.1, 11.4, 13.1, 13.4, 13.5.1, 13.5.2, 13.6, 14.1.1, 14.2.1.3

Concealed or Unknown Conditions

4.3.4, 8.3.1, 10.3

Conditions of the Contract

1.1.1, 1.1.7, 6.1.1, 6.1.4

Consent, Written

1.6, 3.4.2, 3.12.8, 3.14.2, 4.1.2, 4.3.4, 4.6.4, 9.3.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3, 11.4.1, 13.2, 13.4.2

CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS

1.1.4, 6

Construction Change Directive, Definition of

7.3.1

Construction Change Directives

1.1.1, 3.12.8, 4.2.8, 4.3.9, 7.1, 7.3, 9.3.1.1

Construction Schedules, Contractor’s

1.4.1.2, 3.10, 3.12.1, 3.12.2, 4.3.7.2, 6.1.3

Contingent Assignment of Subcontracts

5.4, 14.2.2.2

Continuing Contract Performance

4.3.3

Contract, Definition of

1.1.2

CONTRACT, TERMINATION OR SUSPENSION OF THE

5.4.1.1, 11.4.9, 14

Contract Administration

3.1.3, 4, 9.4, 9.5

Contract Award and Execution, Conditions Relating to

3.7.1, 3.10, 5.2, 6.1, 11.1.3, 11.4.6, 11.5.1

Contract Documents, The

1.1, 1.2

Contract Documents, Copies Furnished and Use of

1.6, 2.2.5, 5.3

Contract Documents, Definition of

1.1.1

Contract Sum

3.8, 4.3.4, 4.3.5, 4.4.5, 5.2.3, 7.2, 7.3, 7.4, 9.1, 9.4.2, 9.5.1.4, 9.6.7, 9.7, 10.3.2, 11.4.1, 14.2.4, 14.3.2

Contract Sum, Definition of

9.1

Contract Time

4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2.1.3, 7.3, 7.4, 8.1.1, 8.2, 8.3.1,

9.5.1, 9.7, 10.3.2, 12.1.1, 14, 3.2

Contract Time, Definition of

8.1.1

CONTRACTOR

3

Contractor, Definition of

3.1, 6.1.2

Contractor’s Construction Schedules

1.4.1.2, 3.10, 3.12.1, 3.12.2, 4.3.7.2, 6.1.3

Contractor’s Employees

3.3.2, 3.4.3, 3.8.1, 3.9, 3.18.2, 4.2.3, 4.2.6, 10.2, 10.3, 11.1.1, 11.4.7, 14.1, 14.2.1.1,

Contractor’s Liability Insurance

Page 4 of 50

 

Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

11.1

Contractor’s Relationship with Separate Contractors and Owner’s Forces

3.12.5, 3.14.2, 4.2.4, 6, 11.4.7, 12, 1.2, 12.2.4

Contractor’s Relationship with Subcontractors

1.2.2, 3.3.2, 3.18.1, 3.18.2, 5, 9.6.2, 9.6.7, 9.10.2, 11.4.1.2, 11.4.7, 11.4.8

Contractor’s Relationship with the Architect

1.1.2, 1.6, 3.1.3, 3.2.1, 3.2.2, 3.2.3, 3.3.1, 3.4.2, 3.5.1, 3.7.3, 3.10, 3.11, 3.12, 3.16, 3.18, 4.1.2, 4.1.3, 4.2, 4.3.4, 4.4.1, 4.4.7, 5.2, 6.2.2, 7, 8.3.1, 9.2, 9.3, 9.4, 9.5, 9.7, 9.8, 9.9, 10.2.6, 10.3, 11.3, 11.4.7, 12, 13.4.2, 13.5

Contractor’s Representations

1.5.2, 3.5.1, 3.12.6, 6.2.2, 8.2.1, 9.3.3, 9.8.2

Contractor’s Responsibility for Those Performing the Work

3.3.2, 3.18, 4.2.3, 4.3.8, 5.3.1, 6.1.3, 6.2, 6.3, 9.5.1, 10

Contractor’s Review of Contract Documents

1.5.2, 3.2, 3.7.3

Contractor’s Right to Stop the Work

9.7

Contractor’s Right to Terminate the Contract

4.3.10, 14.1

Contractor’s Submittals

3.10, 3.11, 3.12, 4.2.7, 5.2.1, 5.2.3, 7.3.6, 9.2, 9.3, 9.8.2, 9.8.3, 9.9.1, 9.10.2, 9.10.3, 11.1.3, 11.5.2

Contractor’s Superintendent

3.9, 10.2.6

Contractor’s Supervision and Construction Procedures

1.2.2, 3.3, 3.4, 3.12.10, 4.2.2, 4.2.7, 4.3.3, 6.1.3, 6.2.4, 7.1.3, 7.3.4, 7.3.6, 8.2, 10, 12, 14

Contractual Liability Insurance

11.1.1.8, 11.2, 11.3

Coordination and Correlation

1.2, 1.5.2, 3.3.1, 3.10, 3.12.6, 6.1.3, 6.2.1

Copies Furnished of Drawings and Specifications

1.6, 2.2.5, 3.11

Copyrights

1.6, 3.17

Correction of Work

2.3, 2.4, 3.7.4, 4.2.1, 9.4.2, 9.8.2, 9.8.3, 9.9.1, 12.1.2, 12.2, 13.7.1.3

Correlation and Intent of the Contract Documents

1.2

Cost, Definition of

7.3.6

Costs

2.4, 3.2.3, 3.7.4, 3.8.2, 3.15.2, 4.3, 5.4.2, 6.1.1, 6.2.3, 7.3.3.3, 7.3.6, 7.3.7, 7.3.8, 9.10.2, 10.3.2, 10.5, 11.3, 11.4, 12.1, 12.2.1, 12.2.4, 13.5, 14

Cutting and Patching

6.2.5, 3.14

Damage to Construction of Owner or Separate Contractors

3.14.2, 6.2.4, 9.2.1.5, 10.2.1.2, 10.2.5, 10.6, 11.1, 11.4, 12.2.4

Damage to the Work

3.14.2, 9.9.1, 10.2.1.2, 10.2.5, 10.6, 11.4, 12.2.4

Damages, Claims for

3.2.3, 3.18, 4.3.10, 6.1.1, 8.3.3, 9.5.1, 9.6.7, 10.3.3, 11.1.1, 11.4.5, 11.4.7, 14.1.3, 14.2.4

Damages for Delay

6.1.1, 8.3.3, 9.5.1.6, 9.7, 10.3.2

Date of Commencement of the Work, Definition of

8.1.2

Date of Substantial Completion, Definition of

8.1.3

Day, Definition of

8.1.4

Decisions of the Architect

4.2.6, 4.2.7, 4.2.11, 4.2.12, 4.2.13, 4.3.4, 4.4.1, 4.4.5, 4.4.6, 4.5, 6.3, 7.3.6, 7.3.8, 8.1.3, 8.3.1, 9.2, 9.4, 9.5.1, 9.8.4, 9.9.1, 13.5.2, 14.2.2, 14.2.4

Decisions to Withhold Certification

9.4.1, 9.5, 9.7, 14.1.1.3

Defective or Nonconforming Work, Acceptance, Rejection and Correction of

2.3, 2.4, 3.5.1, 4.2.6, 6.2.5, 9.5.1, 9.5.2, 9.6.6, 9.8.2, 9.9.3, 9.10.4, 12.2.1, 13.7.1.3

Defective Work, Definition of

3.5.1

Definitions

1.1, 2.1.1, 3.1, 3.5.1, 3.12.1, 3.12.2, 3.12.3, 4.1.1, 4.3.1, 5.1, 6.1.2, 7.2.1, 7.3.1, 7.3.6, 8.1, 9.1, 9.8.1

Delays and Extensions of Time

3.2.3, 4.3.1, 4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2.1, 7.3.1, 7.4.1, 8.3, 9.5.1, 9.7.1, 10.3.2, 10.6.1, 14.3.2

Disputes

4.1.4, 4.3, 4.4, 4.5, 4.6, 6.3, 7.3.8

Documents and Samples at the Site

3.11

Drawings, Definition of

1.1.5

Drawings and Specifications, Use and Ownership of

1.1.1, 1.3, 2.2.5, 3.11, 5.3

Effective Date of Insurance

8.2.2, 11.1.2

Emergencies

4.3.5, 10.6, 14.1.1.2

Employees, Contractor’s

3.3.2, 3.4.3, 3.8.1, 3.9, 3.18.2, 4.2.3, 4.2.6, 10.2, 10.3, 11.1.1, 11.4.7, 14.1, 14.2, 1.1

Equipment, Labor, Materials and

1.1.3, 1.1.6, 3.4, 3.5.1, 3.8.2, 3.8.3, 3.12, 3.13, 3.15.1, 4.2.6, 4
..2.7, 5.2.1, 6.2.1, 7.3.6, 9.3, 2, 9.3.3, 9.5.1.3, 9.10.2, 10.2.1, 10.2.4, 14.2.1.2

Execution and Progress of the Work

Page 5 of 50

 

Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

1.1.3, 1.2.1, 1.2.2, 2.2.3, 2.2.5, 3.1, 3.3, 3.4, 3.5, 3.7, 3.10, 11.2, 3.12, 3.14, 4.2.2, 4.2.3, 4.3.3, 6.2.2, 7.1.3, 7.3.4, 8.2, 9.5, 9.9.1, 10.2, 10.3, 12.2, 14.2, 14.3

Extensions of Time

3.2.3, 4.3.1, 4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2.1, 7.3, 7.4.1, 9.5.1, 9.7.1, 10.3.2, 10.6.1, 14.3.2

Failure of Payment

4.3.6, 9.5.1.3, 9.7, 9.10.2, 14.1.1.3, 14.2.1.2, 13.6

Faulty Work

(See Defective or Nonconforming Work)

Final Completion and Final Payment

4.2.1, 4.2.9, 4.3.2, 9.8.2, 9.10, 11.1.2, 11.1.3, 11.4.1, 11.4.5, 12.3.1, 13.7, 14.2.4, 14.4.3

Financial Arrangements, Owner’s

2.2.1, 13.2.2, 14.1.1.5

Fire and Extended Coverage Insurance

11.4

GENERAL PROVISIONS

1

Governing Law

13.1

Guarantees (See Warranty)

Hazardous Materials

10.2.4, 10.3, 10.5

Identification of Contract Documents

1.5.1

Identification of Subcontractors and Suppliers

5.2.1

Indemnification

3.17, 3.18, 9.10.2, 10.3.3, 10.5, 11.4.1.2, 11.4.7

Information and Services Required of the Owner

2.1.2, 2.2, 3.2.1, 3.12.4, 3.12.10, 4.2.7, 4.3.3, 6.1.3, 6.1.4, 6.2.5, 9.3.2, 9.6.1, 9.6.4, 9.9.2, 9.10.3, 10.3.3, 11.2, 11.4, 13.5.1, 13.5.2, 14.1.1.4, 14.1.4

Injury or Damage to Person or Property

4.3.8, 10.2, 10.6

Inspections

3.1.3, 3.3.3, 3.7.1, 4.2.2, 4.2.6, 4.2.9, 9.4, 2, 9.8.2, 9.8.3, 9.9.2, 9.10.1, 12.2.1, 13.5

Instructions to Bidders

1.1.1

Instructions to the Contractor

3.2.3, 3.3.1, 3.8.1, 4.2.8, 5.2.1, 7, 12, 8.2.2, 13.5.2

Insurance

3.18.1, 6.1.1, 7.3.6, 8.2.1, 9.3.2, 9.8.4, 9.9.1, 9.10.2, 9.10.5, 11

Insurance, Boiler and Machinery

11.4.2

Insurance, Contractor’s Liability

11.1

Insurance, Effective Date of

8.2.2, 11.1.2

Insurance, Loss of Use

11.4.3

Insurance, Owner’s Liability

Insurance, Project Management Protective Liability

11.3

Insurance, Property

10.2.5, 11.4

Insurance, Stored Materials

9.3.2, 11.4.1.4

INSURANCE AND BONDS

11

Insurance Companies, Consent to Partial Occupancy

9.9.1, 11.4.1.5

Insurance Companies, Settlement with

11.4.10

Intent of the Contract Documents

1.2.1, 4.2.7, 4.2.12, 4.2.13, 7.4

Interest

13.6

Interpretation

1.2.3, 1.4, 4.1.1, 4.3.1, 5.1, 6.1.2, 8.1.4

Interpretations, Written

4.2.11, 4.2.12, 4.3.6

Joinder and Consolidation of Claims Required

4.6.4

Judgment on Final Award

4.6.6

Labor and Materials, Equipment

1.1.3, 1.1.6, 3.4, 3.5.1, 3.8.2, 3.8.3, 3.12, 3.13, 3.15.1, 42.6, 4.2.7, 5.2.1, 6.2.1, 7.3.6, 9.3.2, 9.3.3, 9.5.1.3, 9.10.2, 10.2.1, 10.2, 4, 14.2.1.2

Labor Disputes

8.3.1

Laws and Regulations

1.6, 3.2.2, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 4.4.8, 4.6, 9.6.4, 9.9.1, 10.2.2, 11.1, 11.4, 13.1, 13.4, 13.5.1, 13.5.2, 13.6, 14

Liens

2.1.2, 4.4.8, 8.2.2, 9.3.3, 9.10

Limitation on Consolidation or Joinder

4.6.4

Limitations, Statutes of

4.6.3, 12.2.6, 13.7

Limitations of Liability

2.3, 3.2.1, 3.5.1, 3.7.3, 3.12.8, 3.12.10, 3.17, 3.18, 4.2.6, 4.2.7, 4.2.12, 6.2.2, 9.4.2, 9.6.4, 9.6.7, 9.10.4, 10.3.3, 10.2.5, 11.1.2, 11.2.1, 11.4.7, 12.2.5, 13.4.2

Limitations of Time

2.1.2, 2.2, 2.4, 3.2.1, 3.7.3, 3.10, 3.11, 3.12.5, 3.15.1, 4.2.7, 4.3, 4.4, 4.5, 4.6, 5.2, 5.3, 5.4, 6.2.4, 7.3, 7.4, 8.2, 9.2, 9.3.1, 9.3.3, 9.4.1, 9.5, 9.6, 9.7, 9.8, 9.9, 9.10, 11.1.3, 11.4.1.5, 11.4.6, 11.4.10, 12.2, 13.5, 13.7, 14

Loss of Use Insurance

11.4.3

Material Suppliers

1.6, 3.12.1, 4.2.4, 4.2.6, 5, 2.1, 9.3, 9.4.2, 9.6, 9.10.5

Materials, Hazardous

Page 6 of 50

 

Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

10.2.4, 10.3, 10.5

Materials, Labor, Equipment and

1.1.3, 1.1.6, 1.6.1, 3.4, 3.5.1, 3.8.2, 3.8.23, 3.12, 3.13, 3.15.1, 4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.6, 9.3.2, 9.3.3, 9.5, 1.3, 9.10.2, 10.2.1, 10.2.4, 14.2.1.2

Means, Methods, Techniques, Sequences and Procedures of Construction

3.3.1, 3.12.10, 4.2.2, 4.2.7, 9.4.2

Mechanic’s Lien

4.4.8

Mediation

4.4.1, 4.4.5, 4.4.6, 4.4.8, 4.5, 4.6.1, 4.6.2, 8.3.1, 10.5

Minor Changes in the Work

1.1.1, 3.12.8, 4.2.8, 4.3.6, 7.1, 7.4

MISCELLANEOUS PROVISIONS

13

Modifications, Definition of

1.1.1

Modifications to the Contract

1.1.1, 1.1.2, 3.7.3, 3.11, 4.1.2, 4.2.1, 5.2.3, 7, 8.3.1, 9.7, 10.3.2, 11.4.1

Mutual Responsibility

6.2

Nonconforming Work, Acceptance of

9.6.6, 9.9.3, 12.3

Nonconforming Work, Rejection and Correction of

2.3, 2.4, 3.5.1, 4.2.6, 6.2.5, 9.5.1, 9.8.2, 9.9.3, 9.10.4, 12.2.1, 13.7.1.3

Notice

2.2.1, 2.3, 2.4, 3.2.3, 3.3.1, 3.7.2, 3.7.4, 3.12.9, 4.3, 4.4.8, 4.6.5, 5.2.1, 8.2.2, 9.7, 9.10, 10.2.2, 11.1.3, 11.4.6, 12.2.2, 12.2.4, 13.3, 13.5.1, 13.5.2, 14.1, 14.2

Notice, Written

2.3, 2.4, 3.3.1, 3.9, 3.12.9, 3.12.10, 4.3, 4.4.8, 4.6.5, 5.2.1, 8.2.2, 9.7, 9.10, 10.2.2, 30.3, 11.1.3, 11.4.6, 12.2.2, 12.2.4, 13.3, 14

Notice of Testing and Inspections

13.5.1, 13.5.2

Notice to Proceed

8.2.2

Notices, Permits, Fees and

2.2.2, 3.7, 3.13, 7.3.6.4, 10.2.2

Observations, Contractor’s

1.5.2, 3.2, 3.7.3, 4.3.4

Occupancy

2.2.2, 9.6.6, 9.8, 11.4.1.5

Orders, Written

1.1.1, 2.3, 3.9, 4.3.6, 7, 8.2.2, 11.4.9, 12.1, 12.2, 13.5.2, 14.3.1

OWNER

2

Owner, Definition of

2.1

Owner, Information and Services Required of the

2.1.2, 2.2, 3.2.1, 3.12.4, 3.12.10, 4.2.7, 4.3.3, 6.1.3, 6.1.4, 6.2.5, 9.3.2, 9.6.1, 9.6.4, 9.9.2, 9.10.3, 10.3.3, 11.2, 11.4, 13.5.1, 13.5.2, 14.1.1.4, 14.1.4

Owner’s Authority

1.6, 2.1.1, 2.3, 2.4, 3.4.2, 3.8.1, 3.12.10, 3.14.2, 4.1.2, 4.1.3, 4.2.4, 4.2.9, 4.3.6, 4.4.7, 5.2.1, 5.2.4, 5.4.1, 6.1, 6.3, 7.2.1, 7.3.1, 8.2.2, 8.3.1, 9.3.1, 9.3.2, 9.5.1, 9.9.1, 9.10.2, 10.3.2, 11.1.3, 11.3.1, 11.4.3, 11.4.10, 12.2.2, 12.3.1, 13.2.2, 14, 3, 14.4

Owner’s Financial Capability

2.2.1, 13.2.2, 14.1.1.5

Owner’s Liability Insurance

11.2

Owner’s Loss of Use Insurance

11.4.3

Owner’s Relationship with Subcontractors

1.1.2, 5.2, 5.3, 5.4, 9.6.4, 9.10.2, 14.2.2

Owner’s Right to Carry Out the Work

2.4, 12.2.4.14.2.2.2

Owner’s Right to Clean Up

6.3

Owner’s Right to Perform Construction and to Award

Separate Contracts

6.1

Owner’s Right to Stop the Work

2.3

Owner’s Right to Suspend the Work

14.3

Owner’s Right to Terminate the Contract

14.2

Ownership and Use of Drawings, Specifications and Other Instruments of Service

1.1.1, 1.6, 2.2.5, 3.2.1, 3.11.1, 3.17.1, 4.2.12, 5.3

Partial Occupancy or Use

9.6.6, 9.9, 11.4.1.5

Patching, Cutting and

3.14, 6.2.5

Patents

3.17

Payment, Applications for

4.2.5, 7.3.8, 9.2, 9.3, 9.4, 9.5.1, 9.6.3, 9.7.1, 9.8.5, 9.10.1, 9.10.3, 9.10.5, 11.1.3, 14.2.4, 14.4.3

Payment, Certificates for

4.2.5, 4.2.9, 9.3.3, 9.4, 9.5, 9.6.1, 9.6.6, 9.7.1, 9.10.1, 9.10.3, 13.7, 14.1.1.3, 14.2.4

Payment, Failure of

4.3.6, 9.5.1.3, 9.7, 9.10.2, 14.1.1.3, 14.2.1.2, 13.6

Payment, Final

4.2.1, 4.2.9, 4.3.2, 9.8.2, 9.10, 11.1.2, 11.1.3, 11.4.1, 11.4.5, 12.3.1, 13.7, 14.2.4, 14.4.3

Payment Bond, Performance Bond and

7.3.6.4, 9.6.7, 9.10.3, 11.4.9, 11.5

Payments, Progress

4.3.3, 9.3, 9.6, 9.8.5, 9.10.3, 13.6, 14.2.3

PAYMENTS AND COMPLETION

Page 7 of 50

 

Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

9

Payments to Subcontractors

5.4.2, 9.5.1.3, 9.6.2, 9.6.3, 9.6.4, 9.6.7, 11.4.8, 14.2.1.2

PCB

10.3.1

Performance Bond and Payment Bond

7.3.6.4, 9.6.7, 9.10.3, 11.4.9, 11.5

Permits, Fees and Notices

2.2.2, 3.7, 3.13, 7.3.6.4, 10.2.2

PERSONS AND PROPERTY, PROTECTION OF

10

Polychlorinated Biphenyl

10.3.1

Product Data, Definition of

3.12.2

Product Data and Samples, Shop Drawings

3.11, 3.12, 4.2.7

Progress and Completion

4.2.2, 4.3.3, 8.2, 9.8, 9.9.1, 14.1.4

Progress Payments

4.3.3, 9.3, 9.6, 9.8.5, 9.10.3, 13.6, 14.2.3

Project, Definition of the

1.1.4

Project Management Protective Liability Insurance

11.3

Project Manual, Definition of the

1.1.7

Project Manuals

2.2.5

Project Representatives

4.2.10

Property Insurance

10.2.5, 11.4

PROTECTION OF PERSONS AND PROPERTY

10

Regulations and Laws

1.6, 3.2.2, 3.6, 3.7, 3.12.10, 3.13, 4.1.1, 4.4.8, 4.6, 9.6.4, 9.9.1, 10.2.2, 11.1, 11.4, 13.1, 13.4, 13.5.1, 13.5.2, 13.6, 14

Rejection of Work

3.5.1, 4.2.6, 12.2.1

Releases and Waivers of Liens

9.10.2

Representations

1.5.2, 3.5.1, 3.12.6, 6.2.2, 8.2.1, 9.3.3, 9.4.2, 9.5.1, 9.8.2, 9.10.1

Representatives

2.1.1, 3.1.1, 3.9, 4.1.1, 4.2.1, 4.2.10, 5.1.1, 5.1.2, 13.2.1

Resolution of Claims and Disputes

4.4, 4.5, 4.6

Responsibility for Those Performing the Work

3.3.2, 3.18, 4.2.3, 4.3.8, 5.3.1, 6.1.3, 6.2, 6.3, 9.5.1, 10

Retainage

9.3.1, 9.6.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3

Review of Contract Documents and Field Conditions by Contractor

1.5.2, 3.2, 3.7.3, 3.12.7, 6.1.3

Review of Contractor’s Submittals by Owner and Architect

3.10.1, 3.10.2, 3.11, 3.12, 4.2, 5.2, 6.1.3, 9.2, 9.8.2

Review of Shop Drawings, Product Data and Samples by Contractor

3.12

Rights and Remedies

1.1.2, 2.3, 2.4, 3.5.1, 3.15.2, 4.2.6, 4.3.4, 4.5, 4.6, 5.3, 5.4, 6.1, 6.3, 7.3.1, 8.3, 9.5.1, 9.7, 10.2.5, 10.3, 12.2.2, 12.2.4, 13.4, 14

Royalties, Patents and Copyrights

3.17

Rules and Notices for Arbitration

4.6.2

Safety of Persons and Property

10.2, 10.6

Safety Precautions and Programs

3.3.1, 4.2.2, 4.2.7, 5.3.1, 10.1, 10.2, 10.6

Samples, Definition of

3.12.3

Samples, Shop Drawings, Product Data and

3.11, 3.12, 4.2.7

Samples at the Site, Documents and

3.11

Schedule of Values

9.2, 9.3.1

Schedules,

1.4.1.2, 3.10, 3. Construction 12.1, 3.12.2, 4.3.7.2, 6.1.3

Separate Contracts and Contractors

1.1.4, 3.12.5, 3.14.2, 4.2.4, 4.2.7, 4.6.4, 6, 8.3.1, 11.4.7, 12.1.2, 12.2.5

Shop Drawings, Definition of

3.12.1

Shop Drawings, Product Data and Samples

3.11, 3.12, 4.2.7

Site, Use of

3.13, 6.1.1, 6.2.1

Site Inspections

1.2.2, 3.2.1, 3.3.3, 3.7.1, 4.2, 4.3.4, 9.4.2, 9.10.1, 13.5

Site Visits, Architect’s

4.2.2, 4.2.9, 4.3.4, 9.4.2, 9.5.1, 9.9.2, 9.10.1, 13.5

Special Inspections and Testing

4.2.6, 12.2.1, 13.5

Specifications, Definition of the

1.1.6

Specifications, The

1.1.1, 1.1.6, 1.1.7, 1.2.2, 1.6, 3.11, 3.12.10, 3.17

Statute of Limitations

4.6.3, 12.2.6, 13.7

Stopping the Work

2.3, 4.3.6, 9.7, 10.3, 14.1

Stored Materials

Page 8 of 50

 

Contract#: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

6.2.1, 9.3.2, 10.2.1.2, 10.2.4, 11.4.1.4

Subcontractor, Definition of

5.1.1

SUBCONTRACTORS

5

Subcontractors, Work by

1.2.2, 3.3.2, 3.12.1, 4.2.3, 5.2.3, 5.3, 5.4, 9.3.1.2, 9.6.7

Subcontractual Relations

5.3, 5.4, 9.3.1.2, 9.6, 9.10 10.2.1, 11.4.7, 11.4.8, 14.1, 14.2.1, 14.3.2

Submittals

1.6, 3.10, 3.11, 3.12, 4.2.7, 5.2.1, 5.2.3, 7.3.6, 9.2, 9.3, 9.8, 9.9.1, 9.10.2, 9.10.3, 11.1.3

Subrogation, Waivers of

6.1.1, 11.4.5, 11.4.7

Substantial Completion

4.2.9, 8.1.1, 8.1.3, 8.2.3, 9.4.2, 9.8, 9.9.1, 9.10.3, 9.10.4.2, 12.2, 13.7

Substantial Completion, Definition of

9.8.1

Substitution of Subcontractors

5.2, 3, 5.2.4

Substitution of Architect

4.1.3

Substitutions of Materials

3.4.2, 3.5.1, 7.3.7

Sub-subcontractor, Definition of

5.1.2

Subsurface Conditions

4.3.4

Successors and Assigns

13.2

Superintendent

3.9, 10.2.6

Supervision and Construction Procedures

1.2.2, 3.3, 3.4, 3.12.10, 4.2.2, 4.2.7, 4, 3.3, 6.1.3, 6.2.4, 7.1.3, 7.3.6, 8.2, 8.3.1, 9.4.2, 10, 12, 14

Surety

4.4.7, 5.4.1.2, 9.8.5, 9.10.2, 9.10.3, 14.2.2

Surety, Consent of

9.10.2, 9.10.3

Surveys

2.2.3

Suspension by the Owner for Convenience

14.4

Suspension of the Work

5.4.2, 14.3

Suspension or Termination of the Contract

4.3.6, 5.4.1.1, 11.4.9, 14

Taxes

3.6, 3.8.2.1, 7.3.6.4

Termination by the Contractor

4.3.10, 14.1

Termination by the Owner for Cause

4.3.10, 5.4.1.1, 14.2

Termination of the Architect

4.1.3

Termination of the Contractor

14.2.2

TERMINATION OR SUSPENSION OF THE CONTRACT

14

Tests and Inspections

3.1.3, 3.3.3, 4.2.2, 4.2.6, 4.2.9, 9.4.2, 9.8.3, 9.9.2, 9.10.1, 10.3.2, 11.4.1.1, 12.2, 1, 13.5

TIME

8

Time, Delays and Extensions of

3.2.3, 4.3.1, 4.3.4, 4.3.7, 4.4.5, 5.2.3, 7.2.1, 7.3.1, 7.4.1, 8.3, 9.5.1, 9.7.1, 10.3.2, 10.6.1, 14.3.2

Time Limits

2.1.2, 2.2, 2.4, 3.2.1, 3.7.3, 3.10, 3.11, 3.12.5, 3.15.1, 4.2,
4.3, 4.4, 4.5, 4.6, 5.2, 5.3, 5.4, 6.2.4, 7.3, 7.4, 8.2, 9.2,
9.3.1, 9.3.3, 9.4.1, 9.5, 9.6, 9.7, 9.8, 9.9, 9.10, 11.1.3,
11, 4.1.5, 11.4.6, 11.4.10, 12.2, 13.5, 13.7, 14

Time Limits on Claims

4.3.2, 4.3.4, 4.3.8, 4.4, 4.5, 4.6

Title to Work

9.3.2, 9.3.3

UNCOVERING AND CORRECTION OF WORK

12

Uncovering of Work

12.1

Unforeseen Conditions

4.3.4, 8.3.1, 10.3

Unit Prices

4.3.9, 7.3.3.2

Use of Documents

1.1.1, 1.6, 2.2.5, 3.12.6, 5.3

Use of Site

3.13, 6.1.1, 6.2.1

Values, Schedule of

9.2, 9.3.1

Waiver of Claims by the Architect

13.4.2

Waiver of Claims by the Contractor

4.3.10, 9.10.5, 11.4.7, 13.4.2

Waiver of Claims by the Owner

4.3.10, 9.9.3, 9.10.3, 9, 10.4, 11.4.3, 11.4.5, 11.4.7, 12.2.2.1, 13.4.2, 14.2.4

Waiver of Consequential Damages

4.3.10, 14.2.4

Waiver of Liens

9.10.2, 9.10.4

Waivers of Subrogation

6.1.1, 11.4.5, 11.4.7

Warranty

3.5, 4.2.9, 4.3.5.3, 9.3.3, 9.8.4, 9.9.1, 9.10.4, 12.2.2, 13.7.1.3

Weather Delays

Page 9 of 50

 

Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

4.3.7.2

Work, Definition of

1.1.3

Written Consent

1.6, 3.4.2, 3.12.8, 3.14.2, 4.1.2, 4.3.4, 4.6.4, 9.3.2, 9.8.5, 9.9.1, 9.10.2, 9.10.3, 11.4.1, 13.2, 13.4.2

Written Interpretations

4.2.11, 4.2.12, 4.3.6

Written Notice

2.3, 2.4, 3.3.1, 3.9, 3.12.9, 3.12.10, 4.3, 4.4.8, 4.6.5, 5.2.1, 8.2.2, 9.7, 9.10, 10.2.2, 10.3, 11.1.3, 11.4.6, 12.2.2, 12.2.4, 13.3, 14

Written Orders

1.1.1, 2.3, 3.9, 4.3.6, 7, 8.2.2, 11.4.9, 12.1, 12.2, 13.5.2, 14.3.1

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Contract #: MHOO-121-226-A

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SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

ARTICLE 1 GENERAL PROVISIONS

§ 1.1 BASIC DEFINITIONS

§ 1.1.1 THE CONTRACT DOCUMENTS

The Contract Documents consist of the Agreement between Owner and Contractor (hereinafter the
Agreement), Conditions of the Contract (General, Supplementary and other Conditions), Drawings,
Specifications, Addenda issued prior to execution of the Contract, including Addendum A, Exhibits,
including the Conditions of Approval from City of Moreno Valley (“Conditions of Approval”) and the
January 7, 2010 Settlement Agreement with the Sierra Club (“Settlement Agreement”) further set out
in Exhibit “G” except to the extent indicated in the Contract Documents to be the responsibility of
others, other documents listed in this Agreement and Modifications issued after execution of the
Contract. A Modification is (1) a written amendment to the Contract signed by both parties, (2) a
Change Order, (3) a Construction Change Directive or (4) a written order for a minor change in the
Work issued by the Owner. Unless specifically enumerated in the Agreement, the Contract Documents
do not include other documents such as bidding requirements (advertisement or invitation to bid,
Instructions to Bidders, sample forms, the Contractor’s bid or portions of Addenda relating to
bidding requirements).

§ 1.1.2 THE CONTRACT

The Contract Documents form the Contract for Construction. The Contract represents the entire
and integrated agreement between the parties hereto and supersedes prior negotiations,
representations or agreements, either written or oral. The Contract may be amended or modified only
by a Modification. The Contract Documents shall not be construed to create a contractual
relationship of any kind (1) between the Architect and Contractor, (2) between the Owner and a
Subcontractor or Sub-subcontractor, (3) between the Owner and Architect or (4) between any persons
or entities other than the Owner and Contractor.

§ 1.1.3 THE WORK

The term “Work” means the construction and services required by the Contract Documents,
whether completed or partially completed, and includes all other labor, materials, equipment and
services provided or to be provided by the Contractor to fulfill the Contractor’s obligations. The
Work may constitute the whole or a part of the Project. The Work shall include all labor, services,
supervision, materials, supplies, fixtures, tools, equipment, transportation, parking, material lay
down area, jobsite security, preconstruction services (including without limitation: estimating,
budgeting, scheduling, and consultation on materials, constructability, reliability and maintenance
and value engineering) and all other items necessary to construct and complete the Project pursuant
to the Contract Documents, including all items, construction and services inferable from the
Contract Documents in order to complete the Work in full compliance with the Contract Documents,
including but not limited to The Conditions of Approval and terms of the Settlement Agreement as
detailed in Ex. G, and all applicable laws, regulations, ordinances and codes pertaining to the
Work.

§ 1.1.4 THE PROJECT

The Project is the total construction of which the Work performed under the Contract Documents
may be the whole or a part and which may include construction by the Owner or by separate
contractors.

§ 1.1.5 THE DRAWINGS

The Drawings are the graphic and pictorial portions of the Contract Documents showing the
design, location and dimensions of the Work, generally including plans, elevations, sections,
details, schedules and diagrams.

§ 1.1.6 THE SPECIFICATIONS

The Specifications are that portion of the Contract Documents consisting of the written
requirements for materials, equipment, systems, standards and workmanship for the Work, and
performance of related services.

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SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

§ 1.1.7 THE PROJECT MANUAL

The Project Manual is a volume assembled for the Work which may include the bidding requirements,
sample forms, Conditions of the Contract and Specifications.

§ 1.1.8 (Not Used)

§ 1.1.9 The term “Final Completion” means that all Work has been completed in accordance with the
Contract Documents to the satisfaction of Owner, Architect and all applicable governmental agencies
(including Punch List items).

§ 1.2 CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS

§ 1.2.1 The intent of the Contract Documents is to include all items necessary for the proper
execution and completion of the Work by the Contractor. The Contract Documents are complementary,
and what is required by one shall be as binding as if required by all; performance by the
Contractor shall be required only to the extent consistent with the Contract Documents and
reasonably inferable from them as being necessary to produce the indicated results. The Contract
Documents shall be interpreted together and in harmony with one another. The Contractor must call
any known conflict or discrepancy to the Owner’s attention, in writing, prior to executing this
Agreement. In the case of any conflict between the Contract Documents regarding the obligations or
responsibilities of Contractor, whichever document imposes the greater obligation on the Contractor
shall be controlling.

§ 1.2.2 Organization of the Specifications into divisions, sections and articles, and arrangement
of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in
establishing the extent of Work to be performed by any trade.

§ 1.2.3 Unless otherwise stated in the Contract Documents, words which have well-known technical or
construction industry meanings are used in the Contract Documents in accordance with such
recognized meanings.

§ 1.2.4 The Drawings shall be accurately followed, preference being given to figured dimensions
over scaled, and to large scale details over small scale drawings. In the case of an inconsistency
between Drawings and Specifications or within either Document not clarified by addendum, the better
quality or greater quantity of work shall be provided in accordance with the Owner’s direction. If
there is any difference, conflict or discrepancy between two or more of the Contract Documents or
between the Contract Documents whichever document imposes the greater obligation on the Contractor
shall be controlling.

     
In general, Drawings compliment Specifications as to the scope, quality and workmanship of the
Work. Anything mentioned in the Specifications and not shown on the Drawings, or shown in the
Drawings and not mentioned in the Specifications, shall be of like effect as if shown or mentioned
or both. In case of a conflict or discrepancy on the Drawings or Specifications, the matter may, at
Owner’s election, be promptly submitted by Owner to the Architect for resolution to the extent
provided in Subsection 4.2.11. Any inconsistency or question of intent in any of the Contract
Documents prepared by the Architect that cannot be resolved with reference to this Section shall be
referred to Owner for interpretation before proceeding.

§ 1.3 CAPITALIZATION

§ 1.3.1 Terms capitalized in these General Conditions include those which are (1) specifically
defined, (2) the titles of numbered articles or (3) the titles of other documents published by the
American Institute of Architects.

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§ 1.4 INTERPRETATION

§ 1.4.1 In the interest of brevity the Contract Documents frequently omit modifying words such
as “all” and “any” and articles such as “the” and “an,” but the fact that a modifier or an article
is absent from one statement and appears in another is not intended to affect the interpretation of
either statement.

§ 1.5 EXECUTION OF CONTRACT DOCUMENTS

§ 1.5.1 The Contract Documents shall be signed by the Owner and Contractor. If either the
Owner or Contractor or both do not sign all the Contract Documents, the Architect shall identify
such unsigned, Documents upon request.

§ 1.5.2 Execution of the Contract by the Contractor is a representation that the Contractor has
visited the site, become generally familiar with local conditions under which the Work is to be
performed, including The Conditions of Approval and terms of the Settlement Agreement as detailed
in Ex. G, and correlated personal observations with requirements of the Contract Documents.

§ 1.6 OWNERSHIP AND USE OF DRAWINGS, SPECIFICATIONS AND OTHER INSTRUMENTS OF SERVICE

§ 1.6.1 The
Drawings, Specifications Shop Drawings, and other documents pertaining to the Work, including those
in electronic form, prepared by the Architect and the Architect’s consultants and/or the Contractor
or any Subcontractor, Sub-subcontractor or material or equipment supplier are and shall remain the
property of Owner. The Contractor may retain one record set. Neither the Contractor nor any
Subcontractor, Sub-subcontractor or material or equipment supplier shall own or claim a copyright
in the Drawings, Specifications and other documents prepared by the Architect or the Architect’s
consultants, and Owner will retain all common law, statutory and other reserved rights, in addition
to the copyrights. All copies of Instruments of Service, except the Contractor’s record set, shall
be returned or suitably accounted for to the Owner, on request, upon completion of the Work. The
Drawings, Specifications, Shop Drawings, and other documents pertaining to the Work, including
those in electronic form, prepared by the Architect and the Architect’s consultants and/or the
Contractor or any Subcontractor, Sub-subcontractor or material or equipment supplier, and copies
thereof furnished to the Contractor, are for use solely with respect to this Project. They are not
to be used by the Contractor or any Subcontractor, Sub-subcontractor or material or equipment
supplier on other projects or for additions to this Project outside the scope of the Work without
the specific written consent of the Owner. The Contractor, Subcontractors, Sub-subcontractors and
material or equipment suppliers are authorized to use and reproduce applicable portions of the
Drawings, Specifications, Shop Drawings, and other documents pertaining to the Work, including
those in electronic form, prepared by the Architect and the Architect’s consultants and/or the
Contractor or any Subcontractor, Sub-subcontractor or material or equipment supplier appropriate to
and for use in the execution of their Work under the Contract Documents. Submittal or distribution
to meet official regulatory requirements or for other purposes in connection with this Project is
not to be construed as publication in derogation of the Owner’s or the Architect’s copyrights or
other reserved rights. The Owner may, at any time, request Drawings, Specifications Shop
Drawings, and other documents pertaining to the Work, including those in electronic form, prepared
by the Architect and the Architect’s consultants and/or the Contractor or any Subcontractor,
Sub-subcontractor or material or equipment supplier to be provided in their original native format
and each party is obligated to take whatever steps are necessary to effectuate the useful transfer
of same immediately upon request.

ARTICLE 2 OWNER

§ 2.1 GENERAL

§ 2.1.1 The Owner is the person or entity identified as such in the Agreement and is referred
to throughout the Contract Documents as if singular in number. The Owner shall designate in writing
a representative who shall have express authority to bind the Owner with respect to all matters
requiring the Owner’s approval or authorization. Except as otherwise provided in Section 4.2.1, the
Architect does not have such authority. The term “Owner” means the Owner or the Owner’s authorized
representative. Owner’s representative will be responsible for communication and coordination with
any and all professional service consultants engaged by Owner, including, but not limited to,
architects, engineers, planners, designers and

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any other specialized consultant. Contractor will direct questions regarding
communication, coordination or contract management functions to Owner’s representative.

§ 2.1.2 The Owner shall furnish to the Contractor within fifteen days after receipt of
a written request, information necessary and relevant for the Contractor to evaluate,
give notice of or enforce mechanic’s lien rights. Such information shall include a
correct statement of the record legal title to the property on which the Project is
located, usually referred to as the site, and the Owner’s interest therein.

§  2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER

§ 2.2.1 The Owner shall, at the written request of the Contractor, prior to the
commencement of the Work and thereafter as requested, furnish to the Contractor
reasonable evidence that financial arrangements have been made to fulfill the Owner’s
obligations under the Contract including, but not limited to, 1) documentation from any
and all lenders regarding the amount of loan proceeds authorized for the Contractor’s
work, 2) confirmation of any Owner-supplied funds to be used to fund the Contractor’s
work, as well as the source(s) of those funds (from members, investors, etc.), and 3)
confirmation of the overall funds available and segregated for the Contractor’s work
including an Owner’s contingency of not less than a total of $2.1 Million, including
the $500,000 in Schedule D, when work on the Project commences. Furnishing such
evidence shall be a condition precedent to commencement of continuation of the Work.
After such evidence has been furnished, the Owner shall not materially vary such
financial arrangements without prior notice to the Contractor.

§ 2.2.2 Except for permits and fees, including those required under Section 3.7.1,
which are the responsibility of the Contractor under the Contract Documents, the Owner
shall secure and pay for necessary approvals, easements, assessments and charges
required for construction, use or occupancy of permanent structures or for permanent
changes in existing facilities.

§  2.2.3 The Owner shall furnish surveys describing physical characteristics, legal
limitations and utility locations for the site of the Project, and a legal description
of the site. The Contractor shall be entitled to rely on the accuracy of information
furnished by the Owner but shall exercise proper precautions relating to the safe
performance of the Work.

§ 2.2.4 Information or services required of the Owner by the Contract Documents shall
be furnished by the Owner with reasonable promptness. Any other information or services
relevant to the Contractor’s performance of the Work under the Owner’s control shall be
furnished by the Owner after receipt from the Contractor of a written request for such
information or services.

§ 2.2.5 Unless otherwise provided in the Contract Documents, the Contractor will
be furnished, free of charge, such copies of Drawings and Project Manuals as are
reasonably necessary for execution of the Work.

§  2.3 OWNER’S RIGHT TO STOP THE WORK

§ 2.3.1 If the Contractor fails to correct Work which is not in accordance with the
requirements of the Contract Documents as required by Section 12.2 or persistently
fails to carry out Work in accordance with the Contract Documents, in addition to all
other rights and remedies available to Owner, Owner may issue a written order to the
Contractor to stop the Work, or any portion thereof, until the cause for such order has
been eliminated; however, the right of the Owner to stop the Work shall not give rise
to a duty on the part of the Owner to exercise this right for the benefit of the
Contractor or any other person or entity, except to the extent required by Section
6.1.3.

§  2.4 OWNER’S RIGHT TO CARRY OUT THE WORK

§ 2.4.1 If the Contractor defaults or neglects to carry out the Work in accordance with the
Contract
Documents, including but not limited to delaying the Project and/or failing to meet the
Construction

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and continue correction of such default or neglect with diligence and promptness, the
Owner may after such seven-day period give the Contractor a second written notice to
correct such deficiencies within a three day period. If the Contractor within such
three day period after receipt of such second notice fails to commence and diligently
continue to correct any deficiencies, the Owner may (provided that such notices shall
not be applicable to Punch List Items (as defined below)) without prejudice to other
remedies the Owner may have, correct such deficiencies and/or supplement Contractor’s
labor forces with its own, if applicable. Such additional forces shall be directed and
coordinated by Owner. In such case an appropriate Change Order shall be issued
deducting from payments then or thereafter due the Contractor the reasonable cost of
correcting such deficiencies, and/or supplemental labor forces, including Owner’s
expenses and compensation for the Architect’s additional services made necessary by
such default, neglect or failure. If payments then or thereafter due the Contractor are
not sufficient to cover such amounts, the Contractor shall pay the difference to the
Owner.

ARTICLE 3 CONTRACTOR

§  3.1 GENERAL

§  3.1.1 The Contractor is the person or entity identified as such in the Agreement and is referred
to
throughout the Contract Documents as if singular in number. The term “Contractor” means the
Contractor
or the Contractor’s authorized representative.

§  3.1.2 The Contractor shall expeditiously and diligently perform the Work in
accordance with the Contract Documents in a sound and workmanlike manner and using new
materials that are equal in quality to the best of their kind or as is specified in the
Contract Documents and in sufficient quantities to ensure the proper and rapid
execution of the Work.

§  3.1.3 The Contractor shall not be relieved of obligations to perform the Work in
accordance with the Contract Documents either by activities or duties of the Owner or
the Architect in their administration of the Contract, or by tests, inspections or
approvals required or performed by persons other than the Contractor.

§  3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR

§  3.2.1 Since the
Contract Documents are complementary, before starting each portion of the Work, the
Contractor shall carefully study and compare the various Drawings and other Contract
Documents relative to that portion of the Work, as well as the information furnished by
the Owner pursuant to Section 2.2.3, shall take field measurements of any existing
conditions related to that portion of the Work and shall observe any conditions at the
site affecting it. These obligations are for the purpose of facilitating construction
by the Contractor and are not for the purpose of discovering errors, omissions, or
inconsistencies in the Contract Documents; however, any errors, inconsistencies or
omissions discovered by the Contractor shall be reported promptly to the Architect as a
request for information in such form as the Architect may require.

§  3.2.2 Any design errors or omissions noted by the Contractor during this review shall
be reported promptly to the Owner, but it is recognized that the Contractor’s review is
made in the Contractor’s capacity as a contractor and not as a licensed design
professional unless otherwise specifically provided in the Contract Documents. The
Contractor is not required to ascertain that the Contract Documents are in accordance
with applicable laws, statutes, ordinances, building codes, and rules and regulations,
but any nonconformity discovered by or made known to the Contractor shall be reported
promptly to the Architect.

§  3.2.3 If the Contractor believes that additional cost or time is involved because of
clarifications or instructions issued by the Architect in response to the Contractor’s
notices or requests for information pursuant to Sections 3.2.1 and 3.2.2, the
Contractor shall make Claims as provided in Sections 4.3.6 and 4.3.7. If the Contractor
fails to perform the obligations of Sections 3.2.1 and 3.2.2, the Contractor shall pay
such costs and damages to the Owner as would have been avoided if the Contractor had
performed such obligations. The Contractor shall not be liable to the Owner or
Architect for damages resulting from errors, inconsistencies or omissions in the
Contract Documents or for differences between field measurements or

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conditions and the Contract Documents unless the Contractor recognized such
error, inconsistency, omission or difference and knowingly failed to report it
to the Architect.

§  3.3 SUPERVISION AND CONSTRUCTION PROCEDURES

§ 3.3.1 The Contractor shall supervise and direct the Work, using the Contractor’s best
skill and attention. The Contractor shall be solely responsible for and have control
over construction means, methods, techniques, sequences and procedures and for
coordinating all portions of the Work under the Contract, unless the Contract Documents
give other specific instructions concerning these matters. If the Contract Documents
give specific instructions concerning construction means, methods, techniques,
sequences or procedures, the Contractor shall evaluate the jobsite safety thereof and,
except as stated below, shall be fully and solely responsible for the jobsite safety of
such means, methods, techniques, sequences or procedures. If the Contractor determines
that such means, methods, techniques, sequences or procedures may not be safe, the
Contractor shall give timely written notice to the Owner and shall not proceed with
that portion of the Work without further written instructions from the Owner. If the
Contractor is then instructed in writing by Owner to proceed with the required means,
methods, techniques, sequences or procedures without acceptance of changes proposed by
the Contractor, the Owner shall be solely responsible for any resulting loss or damage.

§ 3.3.2 The Contractor shall be responsible to the Owner for acts and omissions
of the Contractor’s employees, Subcontractors and their agents and employees,
and other persons or entities performing portions of the Work for or on behalf
of the Contractor or any of its Subcontractors.

§ 3.3.3 The Contractor shall be responsible for inspection of portions of Work
already performed to determine that such portions are in proper condition to
receive subsequent Work.

§ 3.3.4 Contractor will supervise, administer and protect the Work against loss or
damage from any cause and will be responsible for all parts of the Work, temporary or
permanent, finished or not, until Final Completion. Contractor will take reasonable
precautions and maintain reasonable safeguards to protect against loss or damage to
persons or property owing to weather conditions and arising out of its activities at or
about the site including, without limitation, bracing and reinforcing where necessary
and providing for guards with such guards at Owner’s discretion and cost, locks,
fences, signs, barricades, lights and such other warning and security devices where
appropriate. Except to the extent covered by property insurance required to be carried
under Article 11, Contractor will bear and be liable for and Owner will not be
responsible for any loss or damage to the Work and any material, equipment or other
thing used in the Work or placed at the site including, but not limited to, loss or
damage due to theft, trespass or vandalism before Final Completion of the Work.

§ 3.3.5 Contractor shall provide a Project office at the Project Site adequate for the
personnel and office facilities of the Project staff and the Contractor, exclusive of
Owner’s trailer.

§ 3.3.6 The Contractor shall conduct regularly scheduled (in no event less than
weekly) job meetings, and special meetings as required, to be attended by the
Architect, the Subcontractors and the Owner to discuss, among other things, such
matters as procedures, progress, problems, coordination and scheduling.

§ 3.3.7 Contractor shall establish and maintain quality control procedures for all
parts of the Work, and shall take measures to prevent the installation of any Work not
in conformity with the Contract Documents, including, but not limited to, material or
equipment not properly approved, suspend operations upon the installation thereof, and
report promptly to the Owner that the particular Work or material fails to conform to
the Contract Documents. Contractor shall ascertain that all tests of soils, cement,
concrete, structural or reinforcing steel, or any other material or equipment required
to be tested under the terms of the Contract Documents are performed by qualified
consultants. Contractor shall employ a quality assurance and quality control program
satisfactory to Owner.

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§  3.4 LABOR AND MATERIALS

§  3.4.1 Unless otherwise expressly provided in the Contract Documents, the Contractor
shall provide and pay for labor, materials, equipment, tools, construction equipment
and machinery, water, heat, utilities, transportation, and other facilities and
services necessary for proper execution and completion of the Work, whether temporary
or permanent and whether or not incorporated or to be incorporated in the Work.

§ 3.4.2 The Contractor may make substitutions only with the prior written consent of
the Owner, and in accordance with a Change Order.

§ 3.4.3 The Contractor shall enforce strict discipline and good order among the
Contractor’s employees and other persons carrying out the Contract. The Contractor
shall not permit employment of unfit persons or persons not skilled in tasks assigned
to them.

§  3.5 WARRANTY

§ 3.5.1 The Contractor warrants to the Owner that materials and equipment furnished
under the Contract will be of good quality and new unless otherwise required or
permitted by the Contract Documents, that the Work will be free from defects not
inherent in the quality required or permitted, and that the Work will conform to the
requirements of the Contract Documents. Work not conforming to these requirements,
including substitutions not properly approved and authorized, may be considered
defective. The Contractor’s warranty excludes remedy for damage or defect caused by
abuse, modifications not executed by the Contractor, improper or insufficient
maintenance, improper operation, or normal wear and tear and normal usage. In addition,
Contractor is fully responsible for obtaining for the Owner the warranties detailed in
Exhibit J. If required by the Owner, the Contractor shall furnish satisfactory evidence
as to the kind and quality of materials and equipment. The Contractor’s warranty will
be consistent with any manufacturer’s warranty or Subcontractor’s warranty. Contractor
agrees that it will not cause, or allow any Subcontractor to install any product or use
any procedure which voids any warranty. The Contractor is responsible for
Subcontractors’ installation and/or non-performance on warranty work. The refusal of a
Subcontractor or supplier to correct defective work for which it is responsible will
not excuse the Contractor from performing under the Warranty. City of Moreno Valley
shall have one (1) year warranty from time of final punch sign-off for Work performed
on Redlands and Theodore.

In addition, the Contractor shall, within five (5) working days of written notice from
Owner, proceed to commence and diligently proceed to complete the correction of any
Work that fails to conform to the requirements of the Contract Documents and
unconditionally guarantees and warrants that it shall correct any defects due to faulty
materials, equipment, and/or workmanship and warranties of fitness of all of the
materials for the particular purpose for a period of one (1) year, or such longer
period as may be required by the warranties described in Exhibit “J” to be provided by
Contractor, subcontractors and or Manufacturers, from Final Completion of the Work, or
within such longer period of time as specified in the Contract Documents or as required
by California law, if applicable, whichever time period is longest. The provisions of
this Article apply to Work done by subcontractors as well as to Work done by the
Contractor. Those items described in Exhibit “J” shall in no way be deemed to limit
Contractor’s responsibility to do all things necessary to obtain and keep all
warranties in full force and effect. Moreover, those warranties identified in Exhibit
“J” shall in no way limit the Contractor’s obligations herein and are in addition to
and not in lieu of such obligations. Similarly, these warranties are not in lieu of any
other warranties, express or implied, which may be provided by law. This limited
warranty shall not apply to latent defects in the Work and/or defective Work not
reasonably discovered by the Owner which may be the subject of a claim by Owner against
Contractor within the time limits set by California Code of Civil Procedure section
337.15, if applicable.

§  3.5. 2 The Contractor shall bear all costs of correcting defective Work or Work not
in conformance with the Contract Documents. This obligation shall survive termination
of this Agreement.

§ 3.5.3 Nothing contained in this Article shall be construed to establish a period of
limitation with respect to any other obligation which the Contractor might have under
the Contract Documents or law. The

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establishment of the time periods set forth in paragraph 13.7 herein relates only to
the specific obligation of the Contractor to correct the Work, and has no relationship
to the time within which its obligation to comply with the Contract Documents may be
sought to be enforced, nor to the time within which proceedings may be commenced to
establish the Contractor’s liability with respect to his obligations and any damages
caused by the Contractor, including but not limited to any action commenced by the
Owner for negligence, strict liability, breach of contract or warranties.

§  3.6 TAXES

§ 3.6.1 The Contractor shall pay sales, consumer, use and similar taxes for the Work
provided by the Contractor which are legally enacted when bids are received or
negotiations concluded, whether or not yet effective or merely scheduled to go into
effect. Contractor will be solely responsible for the payment of all local, state and
federal income taxes, withholding requirements, self employment taxes, social security
taxes and other taxes on the payments made to Contractor and payments made by
Contractor to its employees and suppliers.

§  3.7 PERMITS, FEES AND NOTICES

§ 3.7.1 Unless otherwise provided in the Contract Documents, Contractor shall secure
and pay for the building permit and other permits and governmental fees, licenses and
inspections necessary for proper execution and completion of the Work which are
customarily secured after execution of the Contract and which are legally required when
bids are received or negotiations concluded.

§ 3.7.2 The Contractor shall comply with and give notices required by laws, ordinances,
rules, regulations, and lawful orders of public authorities as the same may be amended
or supplemented from time to time (hereinafter collectively called “Law”) applicable to
performance of the Work. The Owner shall be responsible for ensuring that the Project
as designed complies the Americans with Disabilities Act.

§ 3.7.3 It is not the Contractor’s responsibility to ascertain that the Contract
Documents are in accordance with applicable Laws. However, if the Contractor observes
in the exercise of reasonable care that portions of the Contract Documents are at
variance therewith, the Contractor shall immediately notify the Architect and Owner in
writing, and necessary changes shall be accomplished by appropriate Modification.

§ 3.7.4 If the Contractor performs Work knowing it to be contrary to Laws without such
notice to the Architect and Owner, the Contractor shall assume appropriate
responsibility for such Work and shall bear the costs attributable to correction.

§  3.8 ALLOWANCES

§ 3.8.1 The Contractor shall include in the Contract Sum all allowances stated in the
Contract Documents. Items covered by allowances shall be supplied for such amounts and
by such persons or entities as the Owner may direct, but the Contractor shall not be
required to employ persons or entities to whom the Contractor has reasonable objection.

§ 3.8.2 Unless otherwise provided in the Contract Documents:

	 	.1	 	allowances shall cover the cost to the Contractor of materials
and equipment delivered at the site and all required taxes, less applicable
trade discounts;
	 
	 	.2	 	Contractor’s costs for unloading and handling at the site,
labor, installation costs, overhead, profit and other expenses contemplated
for stated allowance amounts shall be included in the Contract Sum but not
in the allowances;
	 
	 	.3	 	whenever costs are more than or less than allowances, the
Contract Sum shall be adjusted accordingly by Change Order. The amount of
the Change Order shall reflect (1) the difference between actual costs and
the allowances under Section 3.8.2.1 and (2) changes in Contractor’s costs
under Section 3.8.2.2. In the event of a Change Order executed for the
purpose of adjusting an allowance, the Contractor’s fee shall be 1.75%.

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Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

§  3.8.3 Materials and equipment under an allowance shall be selected by the Owner in
sufficient time to avoid delay in the Work.

§  3.9 SUPERINTENDENT

§ 3.9.1 The Contractor shall employ a competent superintendent and necessary assistants
who shall be in attendance at the Project site during performance of the Work. The
superintendent shall represent the Contractor, and communications given to the
superintendent shall be as binding as if given to the Contractor. Important
communications shall be confirmed in writing. Other communications shall be similarly
confirmed on written request in each case.

§  3.10 CONTRACTOR’S CONSTRUCTION SCHEDULES

§  3.10.1 The Contractor, promptly after being awarded the Contract, shall prepare and
submit for the Owner’s and Architect’s information a Contractor’s construction schedule
for the Work. The schedule shall not exceed time limits current under the Contract
Documents, shall be revised at appropriate intervals as required by the conditions of
the Work and Project, shall be related to the entire Project to the extent required by
the Contract Documents, and shall provide for expeditious and practicable execution of
the Work.

§ 3.10.2 The Contractor shall prepare and keep current, for the Owner’s approval, a
schedule of submittals which is coordinated with the Contractor’s construction
schedule and allows the Owner reasonable time to review submittals.

§  3.10.3 The Contractor shall perform the Work in general accordance with the
most recent schedules submitted to the Owner and Architect.

§  3.11 DOCUMENTS AND SAMPLES AT THE SITE

§  3.11.1 The Contractor shall maintain at the site for the Owner one record copy of the
Drawings, Specifications, Addenda, Change Orders and other Modifications, in good order
and marked currently to record field changes and selections made during construction,
and one record copy of approved Shop Drawings, Product Data, Samples and similar
required submittals. These shall be available to the Architect, Owner and its
representatives and shall be delivered to the Owner upon completion of the Work.
Contractor will deliver to Owner a complete set of as-built plans upon Substantial
Completion.

§  3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES

§  3.12.1 Shop Drawings are drawings, diagrams, schedules and other data specially
prepared for the Work by the Contractor or a Subcontractor, Sub-subcontractor,
manufacturer, supplier or distributor to illustrate some portion of the Work.

§  3.12.2 Product Data are illustrations, standard schedules, performance charts,
instructions, brochures, diagrams and other information furnished by the Contractor to
illustrate materials or equipment for some portion of the Work.

§  3.12.3 Samples are physical examples which illustrate materials, equipment or
workmanship and establish standards by which the Work will be judged.

§  3.12.4 Shop Drawings, Product Data, Samples and similar submittals are not Contract
Documents. The purpose of their submittal is to demonstrate for those portions of the
Work for which submittals are required by the Contract Documents the way by which the
Contractor proposes to conform to the information given and the design concept
expressed in the Contract Documents. Review by the Architect is subject to the
limitations of Section 4.2.7. Informational submittals upon which the Architect is not
expected to take responsive action may be so identified in the Contract Documents.
Submittals which are not required by the Contract Documents may be reviewed and
returned by the Architect without action.

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Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

§  3.12.5 The Contractor shall review for compliance with the Contract Documents,
approve and submit to the Architect Shop Drawings, Product Data, Samples and similar
submittals required by the Contract Documents with reasonable promptness and in such
sequence as to cause no delay in the Work or in the activities of the Owner or of
separate contractors. Submittals which are not marked as reviewed for compliance with
the Contract Documents and approved by the Contractor may be returned by the Architect
without action.

§  3.12.6 By approving and submitting Shop Drawings, Product Data, Samples and
similar submittals, the Contractor represents that the Contractor has determined
and verified materials, field measurements and field construction criteria
related thereto, or will do so, and has checked and coordinated the information
contained within such submittals with the requirements of the Work and of the
Contract Documents.

§  3.12.7 The Contractor shall perform no portion of the Work for which the Contract
Documents require submittal and review of Shop Drawings, Product Data, Samples or
similar submittals until the respective submittal has been approved in writing by the
Architect.

§  3.12.8 The Work shall be in accordance with approved submittals except that the
Contractor shall not be relieved of responsibility for deviations from requirements of
the Contract Documents by the Architect’s approval of Shop Drawings, Product Data,
Samples or similar submittals unless the Contractor has specifically informed the
Architect in writing of such deviation at the time of submittal and (1) the Architect
has given written approval to the specific deviation as a minor change in the Work, or
(2) a Change Order or Construction Change Directive has been issued authorizing the
deviation. The Contractor shall not be relieved of responsibility for errors or
omissions in Shop Drawings, Product Data, Samples or similar submittals by the
Architect’s approval thereof.

§  3.12.9 The Contractor shall direct specific attention, in writing or on resubmitted
Shop Drawings, Product Data, Samples or similar submittals, to revisions other than
those requested by the Architect on previous submittals. In the absence of such written
notice the Architect’s approval of a resubmission shall not apply to such revisions.

§  3.12.10 The Contractor shall not be required to provide professional services which
constitute the practice of architecture or engineering unless such services are
specifically required by the Contract Documents for a portion of the Work or unless the
Contractor needs to provide such services in order to carry out the Contractor’s
responsibilities for construction means, methods, techniques, sequences and procedures.
The Contractor shall not be required to provide professional services in violation of
applicable law. If professional design services or certifications by a design
professional related to systems, materials or equipment are specifically required of
the Contractor by the Contract Documents, the Owner and the Architect will specify all
performance and design criteria that such services must satisfy. The Contractor shall
cause such services or certifications to be provided by a properly licensed design
professional, whose signature and seal shall appear on all drawings, calculations,
specifications, certifications, Shop Drawings and other submittals prepared by such
professional. Shop Drawings and other submittals related to the Work designed or
certified by such professional, if prepared by others, shall bear such professional’s
written approval when submitted to the Architect. The Owner and the Architect shall be
entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided the Owner
and Architect have specified to the Contractor all performance and design criteria that
such services must satisfy. Pursuant to this Section 3.12.10, the Architect will
review, approve or take other appropriate action on submittals only for the limited
purpose of checking for conformance with information given and the design concept
expressed in the Contract Documents. The Contractor shall not be responsible for the
adequacy of the performance or design criteria required by the Contract Documents,
unless the Contractor is responsible for the design.

§  3.13 USE OF SITE

§  3.13.1 The Contractor shall confine operations at the site to areas permitted by law, ordinances,
permits
and the Contract Documents and shall not unreasonably encumber the site with materials or
equipment.

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Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

§  3.14 CUTTING AND PATCHING

§  3.14.1 The Contractor shall be responsible for cutting, fitting or patching required to complete
the Work
or to make its parts fit together properly.

§  3.14.2 The Contractor shall not damage or endanger a portion of the Work or fully or
partially completed construction of the Owner or separate contractors by cutting,
patching or otherwise altering such construction, or by excavation. The Contractor
shall not cut or otherwise alter such construction by the Owner or a separate
contractor except with written consent of the Owner and of such separate contractor;
such consent shall not be unreasonably withheld. The Contractor shall not unreasonably
withhold from the Owner or a separate contractor the Contractor’s consent to cutting or
otherwise altering the Work.

§  3.15 CLEANING UP

§  3.15.1 The Contractor shall keep the premises and surrounding area free from
accumulation of waste materials or rubbish caused by operations under the Contract. A
clean and safe site is a continuous obligation that must be performed by the Contractor
to the satisfaction of Owner. At completion of the Work and each portion thereof, the
Contractor shall remove from and about the Project waste materials, rubbish, the
Contractor’s tools, construction equipment, machinery and surplus materials.

§  3.15.2 If the Contractor fails to clean up as provided in the Contract Documents, the
Owner may do so and the cost thereof shall be charged to the Contractor.

§  3.16 ACCESS TO WORK

§  3.16.1 The Contractor shall provide the Owner, Architect and all applicable
governmental authorities access to the Work in preparation and progress wherever
located. Contractor agrees to cooperate with any consultants engaged by Owner to
provide peer review services. Owner shall have, at all reasonable times, the right to
enter the Project for conducting its marketing activities, inspecting the Work, and all
other reasonable purposes.

§  3.17 ROYALTIES, PATENTS AND COPYRIGHTS

§  3.17.1 The Contractor shall pay all royalties and license fees. The Contractor shall
defend suits or claims for infringement of copyrights and patent rights and shall hold
the Owner and Architect harmless from loss on account thereof, but shall not be
responsible for such defense or loss when a particular design, process or product of a
particular manufacturer or manufacturers is required by the Contract Documents or where
the copyright violations are contained in Drawings, Specifications or other documents
prepared by the Owner or Architect. However, if the Contractor has reason to believe
that the required design, process or product is an infringement of a copyright or a
patent, the Contractor shall be responsible for such loss unless such information is
promptly furnished to the Architect.

§  3.18 INDEMNIFICATION

§  3.18.1 To the fullest extent permitted by law and to the extent claims, damages,
losses or expenses are not covered by Project Management Protective Liability insurance
purchased by the Contractor in accordance with Section 11.3, the Contractor shall
indemnify and hold harmless the Owner, Architect, Architect’s consultants, and agents
and employees of any of them from and against claims, damages, losses and expenses,
including but not limited to attorneys’ fees, arising out of or resulting from
performance of the Work, provided that such claim, damage, loss or expense is
attributable to bodily injury, sickness, disease or death, injury to or destruction of
tangible property (other than the Work itself), any direct damages of economic loss
defined as fines and/or penalties assessed by a governmental agency, increased material
costs, and increased subcontractor costs (individually and collectively, a “Loss”), but
only to the extent attributable to the negligent acts or omissions or failure to
fulfill a specific responsibility of the Contractor, a Subcontractor, anyone directly
or indirectly employed by them or anyone for whose acts they may be liable, regardless
of whether or not such claim, damage, loss or expense is caused in part by a party
indemnified hereunder. Such obligation shall not be construed to negate, abridge, or
reduce other rights or obligations of indemnity which would otherwise exist as to a
party or person described in this Section 3.18.

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Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

§  3.18.2 In claims against any person or entity indemnified under this Section 3.18 by
an employee of the Contractor, a Subcontractor, anyone directly or indirectly employed
by them or anyone for whose acts they may be liable, the indemnification obligation
under Section 3.18.1 shall not be limited by a limitation on amount or type of damages,
compensation or benefits payable by or for the Contractor or a Subcontractor under
workers’ compensation acts, disability benefit acts or other employee benefit acts.

§  3.18.3 Payments by Contractor on behalf of the Indemnitees shall be in addition to
any and all other legal remedies available to the Indemnitees and shall not be
considered such Indemnitee’s exclusive remedy. Contractor and the other Contractor
Parties shall be solely responsible for their respective tools and equipment, and
hereby waive any right of recovery against the Indemnitees regarding any loss
involving tools or equipment in any way occurring incident to, arising out of or in
connection with the Work. Contractor’s obligations under this Section 3.18 shall
survive both final payment for the Work and the expiration or any termination of
this Contract.

§  3.18.4 Owner understands that Contractor bid and intends to perform this Project
based on a GMP without the payment of prevailing wages and employment of apprentices
given that Owner has represented that the Project is not a public works project
within the meaning of Labor Code Section 1720 or under the Federal Davis Bacon Act
(collectively, the “Prevailing Wage Laws”). To the fullest extent permitted by law,
Owner hereby agrees to defend, indemnify and hold harmless both Contractor and its
Surety that provided the payment bond for the Project from any and all claims or
costs, including wages, interest, penalties and attorney’s fees, that the Department
of Industrial Relations, U.S. Department of Labor or a court of law may determine,
or any third party may assert, are applicable to the Work performed on the Project
based on Contractor’s alleged non-compliance with the Prevailing Wage Laws.
Contractor agrees to cooperate with Owner in defending any claims relating to the
foregoing indemnity obligation, at no expense to Owner, including without limitation
(1) promptly providing Owner with all notices received by Contractor relating to any
alleged violation of applicable prevailing wage laws, (2) promptly providing Owner
upon request with all documents in Contractor’s possession or under Contractor’s
control relating to any such claim, (3) communicating and consulting with Owner upon
request with regard to any such claim, and (4) making available Contractor employees
upon reasonable prior notice from Owner for administrative hearings, depositions,
court appearances, or other administrative and judicial proceedings relating
thereto.

ARTICLE 4 ADMINISTRATION OF THE CONTRACT

§  4.1 ARCHITECT

§  4.1.1 The Architect is the person lawfully licensed to practice architecture or
an entity lawfully practicing architecture identified as such in the Agreement and
is referred to throughout the Contract Documents as if singular in number. The term
“Architect” means the Architect or the Architect’s authorized representative.

§ 4.1.2 Duties, responsibilities and limitations of authority of the Architect as
set forth in the Contract Documents shall not be restricted, modified or extended
without written consent of the Owner and Architect. Consent shall not be
unreasonably withheld. Owner reserves the right to perform certain administrative
duties herein listed as responsibilities of the Architect.

§  4.1.3 If the employment of the Architect is terminated, the Owner may employ a new
Architect against whom the Contractor has no reasonable objection and whose status
under the Contract Documents shall be that of the former Architect.

§  4.2 ARCHITECT’S ADMINISTRATION OF THE CONTRACT

§ 4.2.1 The Architect may assist Owner in the administration of the Contract as described in the
Contract
Documents. The Architect will have authority to act on behalf of the Owner only to the extent
provided in
the Contract Documents, unless otherwise modified in writing in accordance with other provisions of
the
Contract.

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Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

§  4.2.2 The Architect, as a representative of the Owner, and/or Owner may visit the
site at Owner’s request at intervals appropriate to the stage of the Contractor’s
operations (1) to become generally familiar with and to keep the Owner informed about
the progress and quality of the portion of the Work completed, (2) to endeavor to guard
the Owner against defects and deficiencies in the Work, and (3) to determine in general
if the Work is being performed in a manner indicating that the Work, when fully
completed, will be in accordance with the Contract Documents. However, neither the
Owner nor the Architect will be required to make exhaustive or continuous on-site
inspections to check the quality or quantity of the Work. The Owner and the Architect
will neither have control over or charge of, nor be responsible for, the construction
means, methods, techniques, sequences or procedures, or for the safety precautions and
programs in connection with the Work, since these are solely the Contractor’s rights
and responsibilities under the Contract Documents, except as provided in Section 3.3.1.

§ 4.2.3 The Owner and the Architect will not be responsible for the Contractor’s
failure to perform the Work in accordance with the requirements of the Contract
Documents. The Owner and the Architect will not have control over or charge of and will
not be responsible for acts or omissions of the Contractor, Subcontractors, or their
agents or employees, or any other persons or entities performing portions of the Work.

§ 4.2.4 Communications Facilitating Contract Administration. Except as otherwise
provided in the Contract Documents or when direct communications have been specially
authorized by Owner, the Architect and Contractor shall endeavor to communicate with
each other through the Owner about matters arising out of or relating to the Contract.
Communications by and with the Architect’s consultants shall be through the Architect.
Communications by and with Subcontractors and material suppliers shall be through the
Contractor. Communications by and with separate contractors shall be through the Owner.

§ 4.2.5 Based on the Architect’s evaluations of the Contractor’s Applications for
Payment, if requested by Owner, the Architect will promptly review and certify the
completion of the portion of the Work described in the Application for Payment and will
issue Certificates for Payment for such portion of the Work, provided that the amount
due to Contractor will be determined by Owner in accordance with the Contract
Documents.

§ 4.2.6 The Owner will have authority to reject Work that does not conform to the
Contract Documents. Whenever the Architect considers it necessary or advisable, the
Architect will have authority to make recommendations to Owner regarding inspection or
testing of the Work in accordance with Sections 13.5.2 and 13.5.3, whether or not such
Work is fabricated, installed or completed. However, neither this authority of the
Architect nor a decision made in good faith either to exercise or not to exercise such
authority shall give rise to a duty or responsibility of the Architect to the
Contractor, Subcontractors, material and equipment suppliers, their agents or
employees, or other persons or entities performing portions of the Work.

§ 4.2.7 The Architect may, at Owner’s request, review and make recommendations to Owner
regarding the Contractor’s submittals such as Shop Drawings, Product Data and Samples,
but only for the limited purpose of checking for conformance with information given and
the design concept expressed in the Contract Documents. The Architect’s action will be
taken with such reasonable promptness as to cause no delay in the Work or in the
activities of the Owner, Contractor or separate contractors, while allowing sufficient
time in the Architect’s professional judgment to permit adequate review. Review of such
submittals is not conducted for the purpose of determining the accuracy and
completeness of other details such as dimensions and quantities, or for substantiating
instructions for installation or performance of equipment or systems, all of which
remain the responsibility of the Contractor as required by the Contract Documents. The
Architect’s review of the Contractor’s submittals shall not relieve the Contractor of
the obligations under Sections 3.3, 3.5 and 3.12. The Architect’s review shall not
constitute approval of safety precautions or, unless otherwise specifically stated by
the Architect, of any construction means, methods, techniques, sequences or procedures.
The Architect’s review of a specific item shall not indicate approval of an assembly of
which the item is a component.

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Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

§  4.2.8 Intentionally Omitted.

§ 4.2.9 If requested by Owner, the Architect will conduct inspections to make
recommendations to Owner regarding the date or dates of Substantial Completion and the
date of Final Completion, will receive and forward to the Owner, for the Owner’s review
and records, written warranties and related documents required by the Contract and
assembled by the Contractor, and will make recommendations to Owner regarding a final
Certificate for Payment upon compliance with the requirements of the Contract
Documents.

§  4.2.10 [Intentionally Omitted]

§  4.2.11 The Architect may interpret and decide matters concerning performance under,
and requirements of, the Contract Documents on written request of the Owner. The
Architect’s response to such requests will be made in writing within any time limits
agreed upon or otherwise with reasonable promptness. If no agreement is made concerning
the time within which interpretations required of the Architect shall be furnished in
compliance with this Section 4.2, then delay shall not be recognized on account of
failure by the Architect to furnish such interpretations until 15 days after written
request is made for them.

§  4.2.12 Interpretations and decisions of the Architect will be consistent with the
intent of and reasonably inferable from the Contract Documents and will be in writing
or in the form of drawings. When making such interpretations and initial decisions, the
Architect will endeavor to secure faithful performance by both Owner and Contractor,
will not show partiality to either and will not be liable for results of
interpretations or decisions so rendered in good faith.

§  4.3 CLAIMS AND DISPUTES

§  4.3.1 Definition. A Claim is a demand or assertion by one of the parties seeking, as
a matter of right, adjustment or interpretation of Contract terms, payment of money,
extension of time or other relief with respect to the terms of the Contract. For
purposes of this Section and Section 4.4 the term “Claim” also includes other disputes
and matters in question between the Owner and Contractor arising out of or relating to
the Contract. Claims must be initiated by written notice. The responsibility to
substantiate Claims shall rest with the party making the Claim.

§  4.3.2 Time Limits on Claims. Claims by either party must be initiated within 21 days
after occurrence of the event giving rise to such Claim or within 21 days after the
claimant first recognizes the condition giving rise to the Claim, whichever is later.
Claims must be initiated by written notice to the Architect and the other party.

§  4.3.3 Continuing Contract Performance. Pending final resolution of a Claim except as
otherwise agreed in writing or as provided in Article 14, the Contractor shall proceed
diligently with performance of the Contract and the Owner shall continue to make
payments in accordance with the Contract Documents.

§ 4.3.4 Claims for Concealed or Unknown Conditions. If conditions are encountered at
the site which are (1) subsurface or otherwise concealed physical conditions which
differ materially from those indicated in the Contract Documents or (2) unknown
physical conditions of an unusual nature, which differ materially from those ordinarily
found to exist and generally recognized as inherent in construction activities of the
character provided for in the Contract Documents, then notice by the observing party
shall be given to the other party promptly before conditions are disturbed and in no
event later than 21 days after first observance of the conditions. The Owner will
promptly investigate such conditions and, if they differ materially and cause an
increase or decrease in the Contractor’s cost of, or time required for, performance of
any part of the Work, will recommend an equitable adjustment in the Contract Sum or
Contract Time, or both. If the Owner determines that the conditions at the site are not
materially different from those indicated in the Contract Documents and that no change
in the terms of the Contract is justified, the Owner shall so notify Contractor in
writing, stating the reasons. Claims by Contractor in opposition to such

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Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

determination must be made within 21 days after the Owner has given notice of the
decision. If the conditions encountered are materially different, the Contract Sum and
Contract Time shall be equitably adjusted, but if the Owner and Contractor cannot agree
on an adjustment in the Contract Sum or Contract Time, the adjustment shall be, at
Owner’s option, referred to the Architect for initial determination, subject to further
proceedings pursuant to Section 4.4.

§ 4.3.5 Claims for Additional Cost. If the Contractor wishes to make Claim for an
increase in the Contract Sum, written notice as provided herein shall be given before
proceeding to execute the Work. Prior notice is not required for Claims relating to an
emergency endangering life or property arising under Section 10.6; provided, however,
in such cases notice shall be given as soon as possible thereafter.

§ 4.3.6 If the Contractor believes additional cost is involved for reasons including
but not limited to (1) a written interpretation from the Architect, (2) an order by the
Owner to stop the Work where the Contractor was not at fault, (3) a written order for a
minor change in the Work issued by the Owner, (4) failure of payment by the Owner, (5)
termination of the Contract by the Owner, (6) Owner’s suspension or (7) other
reasonable grounds, Claim shall be filed in accordance with this Section 4.3.

§ 4.3.7 Claims for Additional Time

§  4.3.7.1 If the Contractor wishes to make Claim for an increase in the Contract Time,
written notice as provided herein shall be given to Owner, Lender and Architect within
10 calendar days of the event giving rise to allow Owner, Lender and Architect to
properly and adequately investigate the claim. If the Contractor is delayed at any time
in the progress of the Work by changes ordered in the Work, by labor disputes, fire,
unusual delay in transportation, unavoidable casualties, causes beyond the Contractor’s
control, or by any cause which Owner and/or Architect may determine justifies the
delay, then the Contract Time shall be extended by written change order for such
reasonable time as the Owner and/or Architect may determine. All requests for
extensions in time other than those associated with changes in the Work must be
submitted in writing to both Owner and Lender within 10 calendar days of the event
giving rise to the delay. Failure to so request an extension will constitute a waiver
of any right for an extension of time.

§  4.3.7.2 If adverse weather conditions are the basis for a Claim for additional time,
such Claim shall be documented by data substantiating that weather conditions were
abnormal for the period of time, could not have been reasonably anticipated and had an
adverse effect on the scheduled construction. The schedule for the Work currently
includes a total of ten (10) days for adverse weather conditions that could be the
basis for a Claim for additional time. Therefore, there shall be no impact to the
schedule and no Claim for additional time due to adverse weather conditions unless and
until these ten (10) days have been previously documented and approved.

§ 4.3.8 Injury or Damage to Person or Property. If either party to the Contract suffers
injury or damage to person or property because of an act or omission of the other
party, or of others for whose acts such party is legally responsible, written notice of
such injury or damage, whether or not insured, shall be given to the other party within
a reasonable time not exceeding 21 days after discovery. The notice shall provide
sufficient detail to enable the other party to investigate the matter.

§ 4.3.9 If unit prices are stated in the Contract Documents or subsequently agreed
upon, and if quantities originally contemplated are materially changed in a proposed
Change Order or Construction Change Directive so that application of such unit prices
to quantities of Work proposed will cause substantial inequity to the Owner or
Contractor, the applicable unit prices shall be equitably adjusted.

§ 4.3.10 Claims for Consequential Damages. The Contractor and Owner waive Claims
against each other for consequential damages arising out of or relating to this
Contract. This mutual waiver includes but is not limited to:

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Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

	 	.1	 	damages incurred by the Owner for rental expenses, for losses of use, income,
profit,
financing, business and reputation, and for loss of management or employee
productivity or of the services of such persons; and
	 
	 	.2	 	damages incurred by the Contractor for principal office expenses including the
compensation of personnel stationed there, for losses of financing,
business and reputation, and for loss of profit except anticipated profit
arising directly from the Work.

This mutual waiver is applicable, without limitation, to all consequential
damages due to either party’s termination in accordance with Article 14. Nothing
contained in this Section 4.3.10 shall be deemed to preclude an award of
liquidated damages, when applicable, in accordance with the requirements of the
Contract Documents.

§ 4.3.11 If Contractor does not make a Claim for an increase in the Contract
Time or the Contract Sum within the time periods set forth in Paragraph 4.3.2,
then Contractor shall have waived such Claim.

§ 4.4 RESOLUTION OF CLAIMS AND DISPUTES

§ 4.4.1 Decision of Architect. Claims, including those alleging an error or omission by
the Architect but excluding those arising under Sections 10.3 and 10.4, may be referred
by Owner initially to the Architect for recommendation. If Owner so refers a Claim to
Architect, an initial decision by the Architect shall be required as a condition
precedent to mediation, arbitration or litigation of such Claim between the Contractor
and Owner, unless 30 days have passed after the Claim has been referred to the
Architect with no decision having been rendered by the Architect. The Architect will
not decide disputes between the Contractor and persons or entities other than the
Owner.

§ 4.4.2 The Architect will review Claims and within ten days of the receipt of the
Claim take one or more of the following actions: (1) request additional supporting data
from the claimant or a response with supporting data from the other party, (2) reject
the Claim in whole or in part, (3) approve the Claim, (4) suggest a compromise, or (5)
advise the Contractor that it is unable to resolve the Claim because it lacks
sufficient information to evaluate the merits of the Claim.

§ 4.4.3 If the Architect is involved in evaluating Claims at the Owner’s direction, the
Architect may, with Owner’s prior written approval, but shall not be obligated to,
consult with or seek information from either party or from persons with special
knowledge or expertise who may assist the Architect in rendering a decision.

§ 4.4.4 If the Architect is involved in evaluating Claims at the Owner’s direction, it
may request a party to provide a response to a Claim or to furnish additional
supporting data. Such party shall respond, within 10 days after receipt of such
request, and shall either provide a response on the requested supporting data, advise
the Architect when the response or supporting data will be furnished or advise the
Architect that no supporting data will be furnished. Upon receipt of the response or
supporting data, if any, the Architect will either reject or approve the Claim in whole
or in part.

§ 4.4.5 If the Architect is involved in evaluating Claims at the Owner’s direction,
the Architect will approve or reject Claims by written decision, which shall state
the reasons therefor and which shall notify the parties of any recommended change in
the Contract Sum or Contract Time or both.

§ 4.4.6 [Intentionally Omitted]

§ 4.4.7 Upon receipt of a Claim against the Contractor or at any time thereafter, the
Architect or the Owner may, but is not obligated to, notify the surety, if any, of the
nature and amount of the Claim. If the Claim relates to a possibility of a Contractor’s
default, the Architect or the Owner may, but is not obligated to, notify the surety and
request the surety’s assistance in resolving the controversy.

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Contract #: MHOO-121-226-A

Project: HIGHLAND CORPORATE PARK

SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

§ 4.4.8 If a Claim relates to or is the subject of a mechanic’s lien, the
party asserting such Claim may proceed in accordance with applicable law to
comply with the lien notice or filing deadlines prior to resolution of the
Claim by the Architect, by mediation or by arbitration.

§ 4.5 MEDIATION

§ 4.5.1 Any Claim arising out of or related to the Contract, except those waived as
provided for in Sections 4.3.10, 9.10.4 and 9.10.5 shall, after initial decision by the
Architect or 30 days after submission of the Claim to the Architect, or if Owner does
not submit the Claim to the Architect, be subject to mediation as a condition precedent
to arbitration or the institution of legal or equitable proceedings by either party.

§ 4.5.2 The parties shall endeavor to resolve their Claims by mediation which, unless
the parties mutually agree otherwise, shall be in accordance with the Construction
Industry Mediation Rules of the American Arbitration Association currently in effect.
Request for mediation shall be filed in writing with the other party to the Contract
and with the American Arbitration Association. The request may be made concurrently
with the filing of a demand for arbitration but, in such event, mediation shall proceed
in advance of arbitration or legal or equitable proceedings, which shall be stayed
pending mediation for a period of 60 days from the date of filing, unless stayed for a
longer period by agreement of the parties or court order.

§ 4.5.3 The parties shall share the mediator’s fee and any filing fees equally. The
mediation shall be held in the place where the Project is located, unless another
location is mutually agreed upon. Agreements reached in mediation shall be enforceable
as settlement agreements in any court having jurisdiction thereof.

§ 4.6 ARBITRATION

§ 4.6.1 Any Claim arising out of or related to the Contract, except those waived as
provided for in Sections 4.3.10, 9.10.4 and 9.10.5, shall, after decision by the
Architect or 30 days after submission of the Claim to the Architect or if Owner does
not submit the Claim to the Architect, be subject to arbitration. Prior to arbitration,
the parties shall endeavor to resolve disputes by mediation in accordance with the
provisions of Section 4.5.

§ 4.6.2 Claims not resolved by mediation shall be decided by arbitration which, unless
the parties mutually agree otherwise, shall be in accordance with the Construction
Industry Arbitration Rules of the American Arbitration Association currently in effect.
The demand for arbitration shall be filed in writing with the other party to the
Contract and with the American Arbitration Association.

§ 4.6.3 A demand for arbitration shall be made within the time limits specified in
Section 4.6.1 as applicable, and in other cases within a reasonable time after the
Claim has arisen, and in no event shall it be made after the date when institution of
legal or equitable proceedings based on such Claim would be barred by the applicable
statute of limitations.

§ 4.6.4 Intentionally Omitted.

§ 4.6.5 Claims and Timely Assertion of Claims. The party filing a notice of demand for
arbitration must assert in the demand all Claims then known to that party on which
arbitration is permitted to be demanded.

§ 4.6.6 Judgment on Final Award. The award rendered by the arbitrator or arbitrators
shall be final, and judgment may be entered upon it in accordance with applicable law
in any court having jurisdiction thereof.

ARTICLE 5 SUBCONTRACTORS

§ 5.1 DEFINITIONS

§ 5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to
perform a
portion of the Work at the site. The term “Subcontractor” is referred to throughout the Contract
Documents

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as if singular in number and means a Subcontractor or an authorized representative of
the Subcontractor. The term “Subcontractor” does not include a separate contractor or
subcontractors of a separate contractor.

§ 5.1.2 A Sub-subcontractor is a person or entity who has a direct or indirect contract
with a Subcontractor to perform a portion of the Work at the site. The term
“Sub-subcontractor” is referred to throughout the Contract Documents as if singular in
number and means a Sub-subcontractor or an authorized representative of the
Sub-subcontractor.

§ 5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK

§ 5.2.1 Unless
otherwise stated in the Contract Documents or the bidding requirements, the Contractor,
as soon as practicable after award of the Contract, shall furnish in writing to the
Owner the names of persons or entities (including those who are to furnish materials or
equipment fabricated to a special design) proposed for each principal portion of the
Work. The Owner will promptly reply to the Contractor in writing stating whether or not
the Owner has reasonable objection to any such proposed person or entity.

Each subcontract shall contain (i) insurance provisions substantially the same as those
set forth in Addendum “A”, (ii) The Conditions of Approval and terms of the Settlement
Agreement as detailed in Ex. G, (iii) indemnity provision substantially the same as
those set forth in section 3.18 herein, (iv) a provision stating that Contractor shall
assign its interest in the subcontract to Owner, which assignment shall become
effective upon Contractor’s default under the Contract Documents or upon termination of
the Agreement and the Subcontractor’s receipt of notification from Owner that Owner has
chosen to have the assignment become effective, and (v) such other provisions as Owner
may request, each of which shall be in form and substance satisfactory to Owner.

§ 5.2.2 The Contractor shall not contract with a proposed person or entity to whom
the Owner or Architect has made reasonable and timely objection. The Contractor
shall not be required to contract with anyone to whom the Contractor has made
reasonable objection.

§ 5.2.3 If the Owner has reasonable objection to a person or entity proposed by the
Contractor, the Contractor shall propose another to whom the Owner or Architect has no
reasonable objection. If the proposed but rejected Subcontractor was reasonably capable
of performing the Work, the Contract Sum and Contract Time shall be increased or
decreased by the difference, if any, occasioned by such change, and an appropriate
Change Order shall be issued before commencement of the substitute Subcontractor’s
Work. However, no increase in the Contract Sum or Contract Time shall be allowed for
such change unless the Contractor has acted promptly and responsively in submitting
names as required.

§ 5.2.4 The Contractor shall not terminate or change a Subcontractor, person or
entity previously selected without Owner’s prior written consent.

§ 5.3 SUBCONTRACTUAL RELATIONS

§ 5.3.1 All work performed for the Contractor by a Subcontractor shall be pursuant to a
written agreement between the Contractor and the Subcontractor (and, as applicable,
between Subcontractors and Sub-subcontractors). The subcontracts shall require each
Subcontractor, to the extent of the Work to be performed by the Subcontractor, to be
bound to the Contractor by terms of the Contract Documents, and to assume toward the
Contractor all the obligations and responsibilities, including but not limited
compliance with The Conditions of Approval and terms of the Settlement Agreement as
detailed in Ex. G and the responsibility for safety of the Subcontractor’s Work, which
the Contractor, by these Documents, assumes toward the Owner and Architect. Each
subcontract agreement shall preserve and protect the rights of the Owner and Architect
under the Contract Documents with respect to the Work to be performed by the
Subcontractor so that subcontracting thereof will not prejudice such rights, and shall
allow to the Subcontractor, unless specifically provided otherwise in the subcontract
agreement, the benefit of all rights, remedies and redress against the Contractor that
the Contractor, by the Contract Documents, has against the Owner. Where appropriate,
the Contractor shall require each Subcontractor to enter into similar agreements with
Sub-subcontractors. The Contractor shall make available to each proposed Subcontractor,
prior to the

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execution of the subcontract agreement, copies of the Contract Documents to which the
Subcontractor will be bound, and, upon written request of the Subcontractor, identify
to the Subcontractor terms and conditions of the proposed subcontract agreement which
may be at variance with the Contract Documents. Subcontractors will similarly make
copies of applicable portions of such documents available to their respective proposed
Sub-subcontractors.

§ 5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS

§ 5.4.1 Each subcontract agreement for a portion of the Work is assigned by the Contractor to the
Owner
provided that:

	 	.1	 	assignment is effective only after termination of the Contract by the
Owner with or without cause pursuant to Article 14 and only for those
subcontract agreements which the Owner accepts by notifying the Subcontractor
and Contractor in writing (Owner will be responsible for any payments due for
Work performed after termination of the Contract under any subcontract
agreements that are so accepted by Owner); and
	 
	 	.2	 	assignment is subject to
the prior rights of the surety, if any, obligated under bond relating to the
Contract.

§ 5.4.2 Upon such assignment, if the Work has been suspended for more than 30 days, the
Subcontractor’s compensation shall be equitably adjusted for increases in cost
resulting from the suspension.

ARTICLE 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS

§ 6.1 OWNER’S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS

§ 6.1.1 The Owner reserves the right to perform construction or operations related to
the Project with the Owner’s own forces, and to award separate contracts in connection
with other portions of the Project or other construction or operations on the site
under Conditions of the Contract identical or substantially similar to these including
those portions related to insurance and waiver of subrogation. If the Contractor claims
that delay or additional cost is involved because of such action by the Owner, the
Contractor shall make such Claim as provided in Section 4.3.

§ 6.1.2 When separate contracts are awarded for different portions of the Project or
other construction or operations on the site, the term “Contractor” in the Contract
Documents in each case shall mean the Contractor who executes each separate
Owner-Contractor Agreement.

§ 6.1.3 The Owner shall provide for coordination of the activities of the Owner’s own
forces and of each separate contractor with the Work of the Contractor, who shall
cooperate with them. The Contractor shall participate with other separate contractors
and the Owner in reviewing their construction schedules when directed to do so. The
Contractor shall make any revisions to the construction schedule deemed necessary after
a joint review and mutual agreement. The construction schedules shall then constitute
the schedules to be used by the Contractor, separate contractors and the Owner until
subsequently revised.

§ 6.1.4 Unless otherwise provided in the Contract Documents, when the Owner performs
construction or operations related to the Project with the Owner’s own forces, the
Owner shall be deemed to be subject to the same obligations and to have the same rights
which apply to the Contractor under the Conditions of the Contract, including, without
excluding others, those stated in Article 3, this Article 6 and Articles 10, 11 and 12.

§ 6.2 MUTUAL RESPONSIBILITY

§ 6.2.1 The Contractor shall afford the Owner and separate contractors reasonable opportunity for
introduction and storage of their materials and equipment and performance of their activities, and
shall
connect and coordinate the Contractor’s construction and operations with theirs as required by the
Contract
Documents.

§ 6.2.2 If part of the Contractor’s Work depends for proper execution or results upon
construction or operations by the Owner or a separate contractor, the Contractor shall,
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of the Work, promptly report to the Owner apparent discrepancies or defects in such
other construction that would render it unsuitable for such proper execution and
results. Failure of the Contractor so to report shall constitute an acknowledgment that
the Owner’s or separate contractor’s completed or partially completed construction is
fit and proper to receive the Contractor’s Work, except as to defects not then
reasonably discoverable.

§ 6.2.3 The Owner shall be reimbursed by the Contractor for costs incurred by the Owner
which are payable to a separate contractor because of delays, improperly timed
activities or defective construction of the Contractor. The Owner shall be responsible
to the Contractor for costs incurred by the Contractor because of delays, improperly
timed activities, damage to the Work or defective construction of a separate
contractor.

§ 6.2.4 The Contractor shall promptly remedy damage wrongfully caused by the
Contractor to completed or partially completed construction or to property of the
Owner or separate contractors as provided in Section 10.2.5.

§ 6.2.5 The Owner and each separate contractor shall have the same responsibilities
for cutting and patching as are described for the Contractor in Section 3.14.

§ 6.3 OWNER’S RIGHT TO CLEAN UP

§ 6.3.1 If a dispute arises among the Contractor, separate contractors and the Owner as to the
responsibility
under their respective contracts for maintaining the premises and surrounding area free from waste
materials and rubbish, the Owner may clean up and the Owner will allocate the cost among those
responsible.

ARTICLE 7 CHANGES IN THE WORK

§ 7.1 GENERAL

§ 7.1.1 Changes in the Work may be accomplished after execution of the Contract, and without
invalidating
the Contract, by Change Order, Construction Change Directive or order for a minor change in the
Work,
subject to the limitations stated in this Article 7 and elsewhere in the Contract Documents.

§ 7.1.2 A Change Order shall be based upon agreement among the Owner and Contractor; a
Construction Change Directive may or may not be agreed to by the Contractor; an order
for a minor change in the Work may be issued by the Owner alone. Notwithstanding
anything in Sections 7.1.2, 7.2.1 and 7.3.1 to the contrary, except for Permitted
Changes (as defined below), a Change Order and a Construction Change Directive shall
require the written approval of Lender. Lender shall not be obligated to review a
proposed change unless it has received all documents necessary to review such change,
including the change order, cost estimates, plans and specifications, and evidence that
all required approvals other than that of Lender have been obtained. “Permitted
Changes” means changes to the Work, including so-called “Field changes”, provided that
the cost of any single change or extra does not exceed FIFTY THOUSAND DOLLARS
($50,000.00) and the aggregate amount of all such changes and extras (whether positive
or negative) does not exceed FIVE HUNDRED THOUSAND DOLLARS ($500,000.00).

§ 7.1.3 Changes in the Work shall be performed under applicable provisions of the
Contract Documents, and the Contractor shall proceed promptly, unless otherwise
provided in the Change Order, Construction Change Directive or order for a minor change
in the Work.

§ 7.2 CHANGE ORDERS

§ 7.2.1 A Change Order is a written instrument signed by the Owner and Contractor, stating their
agreement upon all of the following:

	 	.1	 	change in the Work;
	 
	 	.2	 	the amount of the adjustment, if any, in the Contract Sum; and
	 
	 	.3	 	the extent of the adjustment, if any, in the Contract Time.

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     The Contract Sum and the Contract Time may only be changed by Change Order or by
Construction Change Directive. No change in the Work, whether by way of alterations or
additions to the Work, shall be the basis of any addition to or change in the Contract
Sum and/or the Contract Time unless and until such alteration or addition has been
authorized by a written Change Order or Construction Change Directive executed and
issued in strict compliance with the requirements of the Contract Documents. No course
of conduct or dealing between the parties, or express or implied acceptance of
alterations or additions to the Work, and no claim that Owner has been unjustly
enriched by any alteration or addition to the Work, whether or not there is in fact any
unjust enrichment, shall be the basis for any claim to increase the Contract Sum and/or
the Contract Time.

§ 7.2.2 Methods used in determining adjustments to the Contract Sum may include those
listed in Section 7.3.3.

§ 7.3 CONSTRUCTION CHANGE DIRECTIVES

§ 7.3.1 A Construction Change Directive is a written order prepared
by the Owner and signed by the Owner, directing a change in the Work prior
to agreement on adjustment, if any, in the Contract Sum or Contract Time,
or both. The Owner may by Construction Change Directive, without
invalidating the Contract, order changes in the Work within the general
scope of the Contract consisting of additions, deletions or other
revisions, the Contract Sum and Contract Time being adjusted accordingly.

§ 7.3.2 A Construction Change Directive may be used by Owner in the absence of total
agreement on the terms of a Change Order.

§ 7.3.3 If the Construction Change Directive provides for an adjustment to the Contract
Sum, the adjustment shall be based on one of the following methods:

	 	.1	 	mutual acceptance of a lump sum properly itemized and supported by sufficient
substantiating data to permit evaluation;
	 
	 	.2	 	unit prices stated in
the Contract Documents or subsequently agreed upon;
	 
	 	.3	 	cost to be
determined in a manner agreed upon by the parties and a mutually acceptable
fixed or percentage fee;
or
	 
	 	.4	 	as provided in
Section 7.3.6.

§ 7.3.4 Upon receipt of a Construction Change Directive, the Contractor shall promptly
proceed with the change in the Work involved and advise the Owner of the Contractor’s
agreement or disagreement with the method, if any, provided in the Construction Change
Directive for determining the proposed adjustment in the Contract Sum or Contract Time.

§ 7.3.5 A Construction Change Directive signed by the Contractor indicates the
agreement of the Contractor therewith, including adjustment in Contract Sum and
Contract Time or the method for determining them. Such agreement shall be effective
immediately and shall be recorded as a Change Order.

§ 7.3.6 If the Contractor does not respond promptly or disagrees with the method for
adjustment in the Contract Sum, the method and the adjustment shall be determined on
the basis of reasonable expenditures and savings of those performing the Work
attributable to the change, including, in case of an increase in the Contract Sum, a
reasonable allowance for overhead and profit in accordance with Subparagraph 7.3.10. In
such case, and also under Section 7.3.3, the Contractor shall keep and present, in such
form as the Owner may prescribe, an itemized accounting together with appropriate
supporting data. Unless otherwise provided in the Contract Documents, costs for the
purposes of this Section 7.3.6 shall be limited to the following:

	 	.1	 	costs of labor, including social security, old age and
unemployment insurance, fringe benefits required by agreement or
custom, and workers’ compensation insurance;

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	 	.2	 	costs of materials, supplies and equipment, including cost of transportation,
whether
incorporated or consumed;
	 
	 	.3	 	rental costs of machinery and equipment,
exclusive of hand tools, whether rented from the
Contractor or others;
	 
	 	.4	 	costs of premiums for all bonds and insurance,
permit fees, and sales, use or similar taxes
related to the Work; and
	 
	 	.5	 	additional costs of supervision and field
office personnel directly attributable to the change.

§ 7.3.7 The amount of credit to be allowed by the Contractor to the Owner for a
deletion or change which results in a net decrease in the Contract Sum shall be actual
net cost as confirmed by the Owner. When both additions and credits covering related
Work or substitutions are involved in a change, the allowance for overhead and profit,
if any, shall be figured on the basis of net increase, if any, with respect to that
change.

§ 7.3.8 Pending final determination of the total cost of a Construction Change
Directive to the Owner, amounts not in dispute for such changes in the Work shall be
included in Applications for Payment accompanied by a Change Order indicating the
parties’ agreement with part or all of such costs. For any portion of such cost that
remains in dispute, the Owner will make an interim determination for purposes of
monthly certification for payment for those costs. That determination of cost shall
adjust the Contract Sum on the same basis as a Change Order, subject to the right of
either party to disagree and assert a Claim in accordance with Article 4.

§ 7.3.9 When the Owner and Contractor agree with the determination made by the Owner
concerning the adjustments in the Contract Sum and Contract Time, or otherwise reach
agreement upon the adjustments, such agreement shall be effective immediately and shall
be recorded by preparation and execution of an appropriate Change Order.

§ 7.3.10 The allowable fees for Change Orders included in the total cost to the Owner
shall be Fifteen percent (15%) apportioned as follows: Contractors Change Order Fee
shall be Five percent (5.0%) of the Cost of Work reflected in the change and the
Subcontractors fee shall be Ten percent (10%) each inclusive of overhead and profit.

§ 7.4 MINOR CHANGES IN THE WORK

§ 7.4.1 The Owner will have authority to order minor changes in the Work not involving
adjustment in the Contract Sum or extension of the Contract Time and not inconsistent
with the intent of the Contract Documents. Such changes shall be effected by written
order and shall be binding on the Owner and Contractor. The Contractor shall carry out
such written orders promptly.

ARTICLE 8 TIME

§ 8.1 DEFINITIONS

§ 8.1.1 Unless otherwise provided, Contract Time is the period of time, including authorized
adjustments,
allotted in the Contract Documents for Substantial Completion of the Work.

§ 8.1.2 The date of commencement of the Work is the date established in the Agreement.

§ 8.1.3 The date of Substantial Completion is the date determined by the Owner in
accordance with Section 9.8.

§ 8.1.4 The term “day” as used in the Contract Documents shall mean calendar
day unless otherwise specifically defined.

§ 8.2 PROGRESS AND COMPLETION

§ 8.2.1 Time limits stated in the Contract Documents are of the essence of the Contract. By
executing the
Agreement the Contractor confirms that the Contract Time is a reasonable period for performing the
Work.

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§ 8.2.2 The Contractor shall not knowingly, except by agreement or instruction of
the Owner in writing, prematurely commence operations on the site or elsewhere
prior to the effective date of insurance required by Article 11 to be furnished by
the Contractor and Owner. The date of commencement of the Work shall not be changed
by the effective date of such insurance. Unless the date of commencement is
established by the Contract Documents or a notice to proceed given by the Owner,
the Contractor shall notify the Owner in writing not less than five days or other
agreed period before commencing the Work to permit the timely filing of mortgages,
mechanic’s liens and other security interests.

§ 8.2.3 The Contractor shall proceed expeditiously with adequate forces and
shall achieve Substantial Completion within the Contract Time.

§ 8.3 DELAYS AND EXTENSIONS OF TIME

§ 8.3.1 If the Contractor is delayed at any time in the commencement or progress of the
Work by an act or neglect of the Owner or Architect, or of an employee of either, or of
a separate contractor employed by the Owner, or by changes ordered in the Work, or by
labor disputes, fire within the Project, unusual delay in deliveries, unavoidable
casualties or other causes beyond the Contractor’s control, or by delay authorized in
writing by the Owner pending mediation and arbitration, then the Contract Time shall be
extended by Change Order. Notwithstanding anything to the contrary in this Contract, in
no event shall Contractor be entitled to any extension in the Contract Time in excess
of sixty (60) days for any event other than pursuant to a Change Order or Construction
Change Directive.

§ 8.3.2 Claims relating to time extensions shall be made in accordance with applicable
provisions of Section 4.3.

§ 8.3.3 This Section 8.3 does not preclude recovery of damages for delay by
either party under other provisions of the Contract Documents.

ARTICLE 9 PAYMENTS AND COMPLETION

§ 9.1 CONTRACT SUM

§ 9.1.1 The Contract Sum is stated in the Agreement and, including authorized adjustments, is the
total
amount payable by the Owner to the Contractor for performance of the Work under the Contract
Documents.

§ 9.2 SCHEDULE OF VALUES

§ 9.2.1 Exhibit “D” to this Contract is a schedule of values allocating to various
portions of the Work and aggregating the total Contract Sum (“Schedule of Values”).
Contractor shall furnish similar information from each Subcontractor prior to any
payment request involving funds payable to such Subcontractor. The Schedule of Values
shall be used as a basis for Contractor’s Applications for Payment. The Schedule of
Values lists as separate line items the actual subcontract amounts or purchase order
amounts for all executed subcontracts and purchase orders, and lists as separate line
items the Contractor’s estimated amounts as used to establish the price for all
subcontract amounts or purchase order amounts for unexecuted subcontracts and purchase
orders. The Schedule of Values shall be updated monthly or otherwise as the Owner may
reasonably require, and shall indicate the status of all aspects of the cost of the
project as well as the costs related to changes in the Work which have been approved by
Change Orders. Such change amounts shall be distributed within the line items for each
subcontractor or purchase order, and shall be broken down into the smallest level of
detail that is included in the Schedule of Values.

§ 9.3 APPLICATIONS FOR PAYMENT

§ 9.3.1 The procedures for application and certification of monthly Applications for
Payment are as described herein and in Article 5 of the Agreement. Contractor shall
submit to Owner and, at Owner’s direction the Architect, an itemized, notarized
Application for Payment for operations completed in accordance with the Schedule of
Values. Each Application for Payment shall be accompanied by a contract summary report
which shall set forth the percentage complete of each line item included in the
Schedule of

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Values. The exact format of the progress report shall be determined by Owner prior to
submission of the initial Application for Payment; however, the progress reports shall
at a minimum describe those aspects of the Work which have been commenced and the
status thereof, enumerate the trades and Subcontractors then involved in the Work and
Contractor’s appraisal of the progress of the Work. Such Application shall be supported
by such data substantiating the Contractor’s right to payment as Owner may require,
such as copies of invoices and/or requisitions from Subcontractors and material
suppliers, and reflecting retainage provided for in the Contract Documents. Each
Application for Payment shall be accompanied by (i) certifications from Contractor and
from Subcontractors that as-built plans are complete and current, (ii) conditional lien
waivers in form and substance consistent with the applicable statutes and acceptable to
Owner executed by Contractor and all Subcontractors, materialmen and others who may
have lien rights whose Work is the subject of such Application for Payment (iii)
unconditional lien waivers in form and substance consistent with the applicable
statutes and acceptable to Owner executed by Contractor and by all Subcontractors,
materialmen and others who may have lien rights whose Work is the subject of the prior
month’s Application for Payment (iv) evidence that all inspections necessary to issue
Warranties required pursuant to the Contract Documents have been made. All Applications
for Payment shall be made on AIA form G702 and G703, if applicable.

§ 9.3.1.1 As provided in Section 7.3.8, such applications may include requests for
payment on account of changes in the Work which have been properly authorized by
Construction Change Directives, but not yet included in Change Orders.

§ 9.3.1.2 Such applications may not include requests for payment for portions of the
Work for which the Contractor does not intend to pay to a Subcontractor or material
supplier, unless such Work has been performed by others whom the Contractor intends to
pay. Contractor shall not submit for Owner’s review and approval any Application for
Payment which is incomplete, inaccurate or lacks the detail, specificity or supporting
documentation required herein. Contractor acknowledges and agrees that any Application
for Payment which is deficient in any such manner shall not constitute a valid and
proper Application for Payment, and the Contractor shall be required to resubmit such
Application for Payment in proper form prior to the Owner incurring any obligation to
make a payment on account thereof.

§ 9.3.2 Unless otherwise provided in the Contract Documents, payments shall be made
on account of materials and equipment delivered and suitably stored at the site for
subsequent incorporation in the Work. If approved in advance by the Owner, payment may
similarly be made for materials and equipment suitably stored off the site at a
location agreed upon in writing. Payment for materials and equipment stored on or off
the site shall be conditioned upon compliance by the Contractor with procedures
satisfactory to the Owner to establish the Owner’s title to such materials and
equipment or otherwise protect the Owner’s interest, and shall include the costs of
applicable insurance, storage and transportation to the site for such materials and
equipment stored off the site. The Owner will not make payment for stored materials for
items of a commodity nature which are readily available through distribution channels
unless specifically approved by Owner in writing.

§ 9.3.3 The Contractor warrants that title to all Work covered by an Application for
Payment will pass to the Owner no later than the time of payment. The Contractor
further warrants that upon submittal of an Application for Payment all Work for which
Certificates for Payment have been previously issued and payments received from the
Owner shall, to the best of the Contractor’s knowledge, information and belief, be free
and clear of liens, claims, security interests or encumbrances in favor of the
Contractor, Subcontractors, material suppliers, or other persons or entities making a
claim by reason of having provided labor, materials and equipment relating to the Work.

§ 9.3.4 Owner reserves the right to make payments by joint checks payable to
Contractor and any Subcontractor or materials supplier.

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§ 9.4 CERTIFICATES FOR PAYMENT

§ 9.4.1 The Owner or, at the Owner’s direction, the Architect will, within seven days
after receipt of the Contractor’s Application for Payment, either issue a Certificate
for Payment, with a copy to the Contractor, for such amount as it determines is
properly due, or notify the Contractor in writing of the reasons for withholding
certification in whole or in part as provided in Section 9.5.1. At Owner’s direction,
the Architect may certify to Owner that the Work has progressed to the point indicated
in the Application for Payment. Approval of an Application for Payment by Owner shall
not in any way release Contractor from its obligation to perform the Work in accordance
with the Contract Documents.

§ 9.4.2 The issuance of a Certificate for Payment will constitute a representation by
the Architect to the Owner, based on the Architect’s evaluation of the Work and the
data comprising the Application for Payment, that the Work has progressed to the point
indicated and that, to the best of the Architect’s knowledge, information and belief,
the quality of the Work is in accordance with the Contract Documents. The foregoing
representations are subject to an evaluation of the Work for conformance with the
Contract Documents upon Substantial Completion, to results of subsequent tests and
inspections, to correction of minor deviations from the Contract Documents prior to
completion and to specific qualifications expressed by the Architect. However,
Architect’s issuance of a Certificate for Payment will not be a representation that the
Architect or the Owner has (1) made exhaustive or continuous on-site inspections to
check the quality or quantity of the Work, (2) reviewed construction means, methods,
techniques, sequences or procedures, (3) reviewed copies of requisitions received from
Subcontractors and material suppliers and other data requested by the Owner to
substantiate the Contractor’s right to payment, or (4) made examination to ascertain
how or for what purpose the Contractor has used money previously paid on account of the
Contract Sum.

§ 9.5 DECISIONS TO WITHHOLD APPROVAL

§ 9.5.1 The Architect or Owner may withhold approval of an Application for Payment in
whole or in part, to the extent reasonably necessary to protect the Owner, and/or
because the Work has not progressed to the point indicated or is not in accordance with
the Contract Documents. If the Contractor and Owner and/or Architect cannot agree on a
revised amount, the Owner will promptly pay the amount that is not disputed by the
Owner. The Owner may also withhold a payment or, because of subsequently discovered
evidence, may nullify the whole or a part of a Certificate for Payment previously
issued, to such extent as may be necessary in the Owner’s opinion to protect the Owner
from loss for which the Contractor is responsible, including loss resulting from acts
and omissions described in Section 3.3.2, because of:

	 	.1	 	Work not in accordance
with the Contract Documents;
	 
	 	.2	 	third party claims filed or reasonable evidence
indicating probable filing of such claims
unless security acceptable to the Owner is provided by the Contractor;
	 
	 	.3	 	failure of the Contractor to make payments properly to Subcontractors or for
labor, materials
or equipment or to provide invoices, signed releases and lien
waivers;
	 
	 	.4	 	reasonable evidence that the Work cannot be completed
for the unpaid balance of the
Contract Sum;
	 
	 	.5	 	damage to the
Owner or another contractor;
	 
	 	.6	 	reasonable evidence that the Work will not be completed within the
Contract Time, and that the unpaid balance would not be adequate to cover actual
or liquidated damages for the anticipated delay;
	 
	 	.7	 	failure to carry out
the Work in accordance with the Contract Documents; or
	 
	 	.8	 	Contractor has
failed to perform any of its material obligations under the Contract
Documents.
	 
	 	.9	 	Failure of the Contractor to submit with each application
for payment evidence that all inspections necessary to issue Warranties required
pursuant to the Contract Documents have been made.
	 
	 	.10	 	Failure of the Contractor to comply in any way with the requirements set
forth herein for any Application for Payment.

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SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

§ 9.5.2 When the above reasons for withholding payment are removed, approval will be
made for amounts previously withheld.

§ 9.6 PROGRESS PAYMENTS

§ 9.6.1 After receipt of the Certificate of Payment from Architect, Owner shall review
it and all other considerations regarding whether Contractor is entitled to payment,
including the matters described in Sections 9.4.2 and 9.5.1. If Owner disapproves of
payment, it shall notify Contractor in writing of such disapproval, which notice will
state the specific reasons for the disapproval. Owner will use reasonable efforts to
provide such notices within seven (7) days after receipt of a Certificate of Payment.
Notwithstanding such disapproval, Owner will pay any undisputed portion of the
Certificate of Payment to Contractor. If Owner approves of payment, Owner shall make
payment in the manner and within the time provided in the Contract Documents. In
accordance with Article 5 of the Agreement, Owner shall pay the amount requested in
each Application for Payment within each line item of the Schedule of Values. Except as
otherwise provided herein, all retention amounts authorized pursuant to the Agreement
shall be held until Substantial Completion. The provisions of this Article 9 shall not
lessen or diminish, but shall be in addition to, the right or duty of Owner to withhold
any payments under applicable provisions of law respecting the withholding of sums due
to contractors.

§ 9.6.2 The Contractor shall promptly pay each Subcontractor, upon receipt of payment
from the Owner, out of the amount paid to the Contractor on account of such
Subcontractor’s portion of the Work, the amount to which said Subcontractor is
entitled, reflecting percentages actually retained from payments to the Contractor on
account of such Subcontractor’s portion of the Work. The Contractor shall, by
appropriate agreement with each Subcontractor, require each Subcontractor to make
payments to Sub-subcontractors in a similar manner. If all Subcontractor and purchase
order lien waivers of any tier are not included and correct, then the applicable
portion of the payment may be withheld by the Owner until such waivers are correctly
submitted.

§ 9.6.3 The Architect will, on request of Owner, furnish to a Subcontractor, if
practicable, information regarding percentages of completion or amounts applied for by
the Contractor and action taken thereon by the Architect and Owner on account of
portions of the Work done by such Subcontractor.

§ 9.6.4 Neither the Owner nor Architect shall have an obligation to pay or to see to
the payment of money to a Subcontractor except as may otherwise be required by law.

§ 9.6.5 Payment to material suppliers shall be treated in a manner similar to
that provided in Sections 9.6.2, 9.6.3 and 9.6.4.

§ 9.6.6 Unless the Contractor provides the Owner with a payment bond in the full
penal sum of the Contract Sum, payments received by the Contractor for Work properly
performed by Subcontractors and suppliers shall be held by the Contractor for those
Subcontractors or suppliers who performed Work or furnished materials, or both, under
contract with the Contractor for which payment was made by the Owner. Nothing contained
herein shall require money to be placed in a separate account and not commingled with
money of the Contractor, shall create any fiduciary liability or tort liability on the
part of the Contractor for breach of trust or shall entitle any person or entity to an
award of punitive damages against the Contractor for breach of the requirements of this
provision.

§ 9.6.7 Neither approval of any progress payment or final payment nor any payment by
Owner to Contractor under the Contract Documents nor any use or occupancy of the
Project or any part thereof by Owner or any other party, nor any act of acceptance by
Owner, nor any failure to do so, nor any correction of any defective Work by Owner,
shall constitute an acceptance of Work not in accordance with the Contract Documents.

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SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

§ 9.6.8 In taking action on Contractor’s Applications for Payment, whether the Progress Payments
or the Final Payment, Owner and the Architect shall be entitled to rely on the accuracy and
completeness of the information furnished by Contractor.

§ 9.7 FAILURE OF PAYMENT

§ 9.7.1 If the Owner does not pay the Contractor within seven days after the date established
in the Contract Documents the amount due to Contractor (excluding any amount disputed by Owner),
then the Contractor may, upon seven additional days’ written notice to the Owner and Architect,
stop the Work until payment of the amount owing has been received. The Contract Time shall be
extended appropriately and the Contract Sum shall be increased by the amount of the Contractor’s
reasonable costs of shut-down, delay and start-up, plus interest as provided for in the Contract
Documents.

§ 9.8 SUBSTANTIAL COMPLETION

§ 9.8.1 “Substantial Completion” or “Substantially Complete” is the stage in the progress of
the Work (or the applicable phase thereof) when (a) the Work (or the applicable phase thereof) is
completed in a substantially finished condition consistent with the Plans and Specifications and
other applicable Contract Documents sufficient for the Owner to be able to occupy and utilize the
Project for its intended purpose subject only to completion of “punch list” items that do not
materially interfere with the utilization of the Work; (b) no occupancy or other necessary permits
and approvals related to the Work (or the applicable phase thereof) are being withheld due to any
failure to complete any portion of the Work; (c) Contractor is in compliance with the payment and
lien provisions of this Agreement at the time of such Substantial Completion; (d) all temporary
utilities are disconnected if requested by the Owner; (e) Contractor has complied with all
reasonable requirements of the Owner’s construction lender regarding Substantial Completion; (f)
all remaining “punch list” items can reasonably be completed by Contractor within forty-five (45)
days thereafter, subject, however, to long lead time items that must be ordered and to seasonal
requirements for any landscaping and exterior work; and (g) all systems for which Contractor is
responsible are operable and the Work is habitable.

§ 9.8.1.1 Contractor acknowledges that the Project is being constructed for the use and operations
of Skecher USA, Inc. Notwithstanding the progress of the rest of the Work, Contractor will achieve
access completion of such portion of the Work that is necessary to allow the pre-ordered materials
to be delivered to the Project site. Contractor shall coordinate such delivery and storage with the
advice and consent of Owner. The date such portion of the Work is substantially complete in order
to allow such delivery, storage and installation may be referred to herein as the “Administrative
Access Approval for Equipment Readiness.” The Administrative Access Approval for Equipment
Readiness Date may be satisfied without having achieved Substantial Completion of any other
particular portion of the Work in accordance with the requirements of Section 9.8.1 above.
Contractor will deliver to Owner all maintenance manuals, manufacturer and subcontractor
guaranties, and warranties applicable to each portion of Work described in gridlines 1 to 16,17 to
32, or 33 to 48.8 as identified in Exhibit B, which such documentation shall only have to be
delivered by Contractor once.

§ 9.8.2 Contractor shall notify Owner regarding Contractor’s estimated date of Substantial
Completion approximately 65 days before such estimated date of Substantial Completion. When the
Contractor considers that the Work, or a portion thereof which the Owner agrees to accept
separately, is Substantially Complete, the Contractor shall prepare and submit to the Owner and the
Architect (i) a written Certification that the Work is Substantially Complete and (ii) a
comprehensive list of items in a format reasonably acceptable to Owner to be completed or corrected
prior to Final Payment. Failure to include an item on such list does not alter the responsibility
of the Contractor to complete all Work in accordance with the Contract Documents. As a condition to
final payment contractor must deliver to Owner all fully executed warranties from the Contractor,
subcontractors and material/equipment providers as provided in the Contract Documents.

§ 9.8.3 Upon receipt of the Contractor’s list, the Owner and the Architect will make an inspection
to determine whether the Work or designated portion thereof is Substantially Complete. If the
Owner’s and/or

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SKECHERS DISTRIBUTION CENTER

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Architect’s inspection discloses any item, whether or not included on the Contractor’s list, which
is not complete, the Owner and/or Architect shall prepare a list of all such items. Failure to
include an item on such list does not alter the responsibility of the Contractor to complete all
Work in accordance with the Contract Documents. Contractor shall, before issuance of the
Certificate of Substantial Completion, complete or correct such item upon notification by the Owner
and the Architect to the extent the completion of such item is necessary for Owner to be able to
occupy and utilize the Project for its intended purpose. In such case, the Contractor shall then
submit a request for another inspection by the Owner and the Architect to determine Substantial
Completion. The procedures set forth in Sections 9.8.2 and this 9.8.3 shall be repeated until the
Architect determines that the entire Work is Substantially Complete. When the Work is determined by
Owner to be Substantially Complete, the Owner and the Architect shall prepare a final list of all
items that remain to be completed (“Punch List”) and the Contractor’s written acceptance of the
Punch List shall constitute its unconditional promise to complete the Punch List items within
forty-five (45) days thereafter, subject, however, to long lead time items that must be ordered and
to seasonal requirements for any landscaping and exterior work. Failure of the Contractor to timely
complete the Punch List items will constitute sufficient cause for the Owner to cause the
completion of the Punch List items to be performed by others. Further, the cost of such Work will
be charged to the Contractor to the extent such costs exceed the portion of the retainage held by
Owner for such Punch List items. If the Owner’s agreement with the Architect provides for a limit
on the number of inspections for any portion of the Work to determine whether such portion of Work
is Substantially Complete, as part of the Architect’s Basic Services, then the Contractor shall be
responsible and pay for any additional payments or amounts the Owner is required to pay to the
Architect for any additional inspections (i.e., beyond one [1] inspection) to determine if a
portion of the Work if Substantially Complete.

§ 9.8.4 When the Work or designated portion thereof is Substantially Complete, and the documents to
be delivered by Contractor pursuant to Section 9.8.5 have been received by Owner, the Architect
will prepare a Certificate for Payment upon Substantial Completion. Notwithstanding anything to the
contrary contained in this Subsection, all notices to Architect shall also be delivered to Owner
and all matters to be certified or approved by Architect shall be subject to Owner’s reasonable and
good faith determination that Substantial Completion has occurred according to the Contract
Documents. The Architect’s Certificate for Payment upon Substantial Completion shall only
constitute a recommendation to Owner regarding the matters set forth therein, and shall be subject
to Owner’s independent approval based upon its reasonable and good faith determination of whether
Substantial Completion has occurred. Substantial Completion shall not be deemed to have occurred,
and payment on account thereof shall not be required, unless and until Owner approves the Project
as being Substantially Complete. The payment upon Substantial Completion shall include the
retention, and shall exclude such amounts as the Owner shall reasonably determine for incomplete
Work and unsettled claims, to the extent authorized under Section 12.1.9 of the Agreement and to
the extent consented to by the surety. Amounts withheld for incomplete Work or unsettled claims
will be paid prior to Final Payment as such Work is completed or claims settled, in accordance with
the regular monthly payment procedures.

§ 9.8.5 Architect shall not issue the Certificate for Payment upon Substantial Completion and no
retentions shall be released to Contractor until the Contractor submits to the Architect and Owner,
in form and substance satisfactory to Owner, only to the extent applicable to the portion of the
Work that is Substantially Complete: (1) an affidavit that payrolls, bills for materials and
equipment, and other indebtedness connected with the Work for which the Owner or the Owner’s
property might be responsible or encumbered (less amounts withheld by Owner) have been paid or
otherwise satisfied, (2) if required by the Owner, other data satisfactory to Owner establishing
payment or satisfaction of all obligations relating to the Work that is Substantially Complete,
such as receipts, releases and waivers of liens (including conditional final lien releases from
Contractor and all Subcontractors), claims, security interests or encumbrances arising out of the
Contract, to the extent and in such form as may be designated by the Owner, (3) all releases,
waivers, affidavits, certificates, approvals, maintenance and operating instructions, schedules and
guarantees, certificates of inspection and other documents required by the Contract Documents, (4)
all operation and warranty manuals relating to the Work, (5) marked-up plans for the Work certified
by the Contractor and all applicable Subcontractors to be complete and accurate, to the best of

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SKECHERS DISTRIBUTION CENTER

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their knowledge, to be prepared at Contractor’s sole cost and expense and (6) consent of any surety
to payment for Substantial Completion. The marked-up plans shall show the field changes and
selections affecting the general construction, mechanical, electrical, plumbing, and other work,
and indicating the Work as actually installed. These shall consist of carefully drawn markings on
one (1) set of reproducible prints of the Architect’s drawings, obtained and paid for by
Contractor.

§ 9.9 PARTIAL OCCUPANCY OR USE

§ 9.9.1 The Owner may occupy or use any Substantially Completed phase of the Work as
designated in Exhibit “E”, provided such occupancy or use is authorized by public authorities
having jurisdiction over the Work. Such partial occupancy or use may commence whether or not the
portion is substantially complete. When the Contractor considers a portion substantially complete,
the Contractor shall prepare and submit a list to the Owner as provided under Section 9.8.2.
Consent of the Contractor to partial occupancy or use shall not be unreasonably withheld.
Contractor must use commercially reasonable efforts to perform the Work in a manner that will
minimize the interference with the use and enjoyment of any phase after such partial use or
occupancy commences.

§ 9.9.2 Immediately prior to such partial occupancy or use, the Owner and the Contractor
shall jointly inspect the area to be occupied or portion of the Work to be used in order to
determine and record the condition of the Work.

§ 9.9.3 Unless otherwise agreed upon, partial occupancy or use of a portion or portions of the Work
shall not constitute acceptance of Work not complying with the requirements of the Contract
Documents.

§ 9.10 FINAL COMPLETION AND FINAL PAYMENT

§ 9.10.1 When Contractor has completed the Punch List items, Contractor shall notify Owner
and Architect that the Work is ready for final inspection and acceptance and upon receipt of a
final Application for Payment, the Owner and the Architect will promptly make such inspection and,
when the Owner and the Architect determine that the Work has been completed in accordance with the
Contract Documents and the Contract fully performed (including all Punch List items), the Architect
will certify to Owner that to the best of the Architect’s knowledge, information and belief, and on
the basis of the Architect’s on-site visits and inspections, the Work has been completed in
accordance with terms and conditions of the Contract Documents. The Architect’s final Certificate
for Payment will constitute a further representation that conditions listed in Section 9.8.5 as
precedent to the Contractor’s being entitled to final payment have been fulfilled. If Owner or the
Architect determines that the Work inspected is not final and complete, Contractor shall reimburse
Owner for any additional fees and costs incurred to provide any inspections in addition to the
initial inspection, one punch list inspection and one follow-up re-inspection. If any of the items
listed in Section 9.8.5 have been changed since Substantial Completion, Contractor shall provide
updated documents to the Owner prior to receiving final payment. Such final certificate will
constitute a recommendation only and shall be subject to the independent review and approval of
Owner. Final Completion shall not be deemed to have occurred, and no payment shall be required on
account thereof, unless and until Owner has reasonably and in good faith determined that Final
Completion has occurred in accordance with the Contract Documents. Should the Owner or the
Architect reasonably and in good faith determine that the Work has not been completed in accordance
with the Contract Documents and the Contract not fully performed, costs associated with the
reinspection under this Subsection will be reimbursed to the Owner by the Contractor. The approval
of a Final Application for Payment shall not in any way release Contractor from its obligation to
complete the Work in accordance with the Contract Documents nor constitute an acceptance of the
Work.

If Owner and the Architect are not satisfied that the Work has been properly completed, Owner shall
return the Application to Contractor, indicating in writing the reasons for refusing to approval
final payment, and Contractor shall make the necessary corrections and resubmit the Application.

§ 9.10.2 Neither final payment nor any remaining retained percentage shall become due until the
Contractor submits to the Owner, only to the extent not previously provided to Owner pursuant to
Section 9.8.5 above:

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SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

(1) an affidavit that payrolls, bills for materials and equipment, and other indebtedness connected
with the Work for which the Owner or the Owner’s property might be responsible or encumbered (less
amounts withheld by Owner) have been paid or otherwise satisfied, (2) a certificate evidencing that
insurance required by the Contract Documents to remain in force after final payment is currently in
effect and will not be canceled or allowed to expire until at least 30 days’ prior written notice
has been given to the Owner, (3) a written statement that the Contractor knows of no substantial
reason that the insurance will not be renewable to cover the period required by the Contract
Documents, (4) consent of surety, if any, to final payment, (5) if required by the Owner, other
data establishing payment or satisfaction of obligations, such as receipts for the Costs of the
Work, claims, security interests or encumbrances arising out of the Contract, other reasonable data
establishing payment or satisfaction of all obligations under the Contract Documents, to the extent
and in such form as may be reasonably designated by Owner; (6) (a) unconditional waivers of lien
from the Contractor and each Subcontractor, Sub-subcontractor and material supplier for the
portions of the Contract Sum that have been previously paid; and (b) conditional releases of lien
upon final payment from Contractor and each Subcontractor, Sub-subcontractor or materialmen; (7)
final inspection and approval by the applicable building department with respect to the Work to the
extent within Contractor’s control or responsibility under this Contract; (8) if applicable,
submission by Contractor to Owner of two
(2) copies of “as built” sepias completely posted, signed by the Contractor and the applicable
Subcontractors; (9) the submission by the Contractor to Owner of operating instructions, parts
lists and maintenance manuals for equipment installed Contractor has delivered to Owner all
maintenance manuals, operating instructions, parts lists manufacturer and subcontractor guaranties,
and warranties applicable thereto, to the extent not provided previously during Substantial
Completion of a portion of the Work; and (10) a valid Notice of Completion by the Owner has been
recorded and the statutorily prescribed period has expired for the filing of mechanics’ or
materialmen’s liens without such liens having been filed (or discharged), or if liens have been
filed, lien bonds have been provided to the extent required by Section
9.11 below.

§ 9.10.3 If, after Substantial Completion of the Work, final completion thereof is materially
delayed through no fault of the Contractor or by issuance of Change Orders affecting final
completion, the Owner shall, upon application by the Contractor and certification by the Architect,
and without terminating the Contract, make payment of the balance due for that portion of the Work
fully completed and accepted. If the remaining balance for Work not fully completed or corrected is
less than retainage stipulated in the Contract Documents, and if bonds have been furnished, the
written consent of surety to payment of the balance due for that portion of the Work fully
completed and accepted shall be submitted by the Contractor to the Owner and Architect prior to
certification of such payment. Such payment shall be made under terms and conditions governing
final payment, except that it shall not constitute a waiver of claims.

§ 9.10.4 The making of final payment shall constitute a waiver of claims except those arising from:

	 	.1	 	liens, Claims, security interests or encumbrances arising out of the Contract and
unsettled;
	 
	 	.2	 	failure of the Work to comply with the requirements of the Contract Documents,
including latent defects;
	 
	 	.3	 	terms of warranties required by the Contract Documents; or
	 
	 	.4	 	all of Contractor’s indemnity and defense obligations and all other
obligations that survive completion of the Work.

§ 9.10.5 Acceptance of final payment by the Contractor, a Subcontractor or material supplier shall
constitute a waiver of claims by that payee except those previously made in writing and identified
by that payee as unsettled at the time of final Application for Payment. As a condition precedent
to final payment, Contractor shall furnish Owner with a release of any and all claims, disputes,
indebtedness, liens, interests, encumbrances and other matters in controversy in connection with or
in relation to the Project in form and substance satisfy to Owner, and duly executed by Contractor
and its Subcontractors.

§ 9.11 Mechanic’s Liens and Stop Notices. Contractor shall prevent (i) the recording of any
mechanic’s liens against the Project by its Subcontractors or any other persons or parties directly
or indirectly employed by Contractor or its Subcontractors, including without limitation, all
laborers, materialmen and

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others entitled to assert mechanic’s liens; (ii) legal actions involving title to the Project or
any portion thereof as a result of any mechanic’s liens described in clause (i) above, and any
attachments or executions of judgments pursuant thereto; and (iii) the filing of any stop notices
with Owner or any lender by its Subcontractors or any such other persons or parties. If any such
lien is recorded, or any such legal action is commenced, or any such stop notice is filed,
Contractor shall, within ten (10) days, cause the effect of any such lien or legal action to be
removed from the Project and the effect of any such stop notice to be negated by means of an
appropriate bond or other action satisfactory to Owner. Contractor may litigate or otherwise object
to or dispute any matter leading to the recording of such a lien, or the commencement of such a
legal action, or the filing of such a stop notice, provided that Contractor shall first cause the
effect of the same to be removed or negated as provided in this Section. If Contractor fails to do
so within such ten (10) day period, Owner may employ whatever means it may, in its sole discretion,
deem best to cause said lien, attachment, or suit, together with its effect upon title to the
Project, to be removed, discharged, compromised, or dismissed, and the effect of any such stop
notices or other notices to be negated. In addition, Owner and its agents and employees shall have
the right at any and all times during regular business hours to examine and inspect all financial
and other records of Contractor pertinent or relating to the Project, including, without
limitation, records of other jobs of Contractor to which Project funds may have been diverted.
Contractor shall, upon demand, reimburse Owner for all costs incurred in connection with any such
action by Owner, including, without limitation, reasonable attorneys’ fees and costs incurred in
connection therewith. Notwithstanding the foregoing provisions, Contractor shall not be liable for
removing or bonding around any mechanic’s liens and/or stop notices that result from non-payment or
untimely payments by the Owner, unless such non-payment or untimely payment is the result of a good
faith dispute.

ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY

§ 10.1 SAFETY PRECAUTIONS AND PROGRAMS

§ 10.1.1 The Contractor shall be responsible for initiating, maintaining and
supervising all safety precautions and programs in connection with the performance of the
Contract.

§ 10.2 SAFETY OF PERSONS AND PROPERTY

§ 10.2.1 The Contractor shall take reasonable precautions for safety of, and shall provide
reasonable
protection to prevent damage, injury or loss to:

	 	.1	 	employees on the Work and other persons who may be affected thereby;
	 
	 	.2	 	the Work and materials and equipment to be incorporated therein, whether in storage
on or off the site, under care, custody or control of the Contractor or the Contractor’s
Subcontractors or Sub-subcontractors; and
	 
	 	.3	 	other property at the site or adjacent thereto, such as trees, shrubs,
lawns, walks, pavements, roadways, structures and utilities not designated for
removal, relocation or replacement in the course of construction.

§ 10.2.2 The Contractor shall give notices and comply with applicable Laws, ordinances, rules,
regulations and lawful orders of public authorities bearing on safety of persons or property or
their protection from damage, injury or loss.

§ 10.2.3 The Contractor shall erect and maintain, as required by existing conditions and
performance of the Contract, reasonable safeguards for safety and protection, including installing
fencing, posting danger signs and other warnings against hazards, promulgating safety regulations
and notifying owners and users of adjacent sites and utilities.

§ 10.2.4 When use or storage of explosives or other hazardous materials or equipment or unusual
methods are necessary for execution of the Work, the Contractor shall give Owner written notice at
least ten (10) days in advance of such use or storage and shall exercise utmost care and carry on
such activities under supervision of properly qualified personnel.

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SKECHERS DISTRIBUTION CENTER

Trade: GENERAL CONTRACTOR

§ 10.2.5 The Contractor shall promptly remedy damage and loss (other than damage or loss insured
under property insurance required by the Contract Documents) to property referred to in Sections
10.2.1.2 and  10.2.1.3 caused in whole or in part by the Contractor, a Subcontractor, a
Sub-subcontractor, or anyone directly or indirectly employed by any of them, or by anyone for whose
acts they may be liable and for which the Contractor is responsible under Sections 10.2.1.2 and
10.2.1.3, except damage or loss attributable to acts or omissions of the Owner or Architect or
anyone directly or indirectly employed by either of them, or by anyone for whose acts either of
them may be liable, and not attributable to the fault or negligence of the Contractor. The
foregoing obligations of the Contractor are in addition to the Contractor’s obligations under
Section 3.18.

§ 10.2.6 The Contractor shall designate a responsible member of the Contractor’s organization at
the site whose duty shall be the prevention of accidents. This person shall be the Contractor’s
superintendent unless otherwise designated by the Contractor in writing to the Owner. If Owner,
Architect, or any governmental agency notifies Contractor of any claimed dangerous condition at the
site that has been caused by Contractor, Contractor shall take immediate action to rectify the
condition at no additional cost to Owner.

§ 10.2.7 The Contractor shall not load or permit any part of the construction or site to be loaded
so as to endanger its safety.

§ 10.2.8 Contractor shall prohibit it’s employees, agents, subcontractors or suppliers from using
illegal drugs or alcohol within 100 feet of or on the site. Contractor’s employees, agents,
subcontractors or suppliers in possession of illegal drugs or alcohol on the site will be subject
to immediate termination. Individuals on the Site whose performance, coordination or ability to
Work is impaired, in the opinion of Owner’s representatives, will be subject to immediate removal
from the site.

§ 10.2.9 Contractor will be responsible for implementing dust control procedures adequate to ensure
at all times that dust caused by the Work does not migrate to neighboring properties.

§ 10.2.10 No children, dogs, loud radios or other devices that may endanger workers or
subcontractors will be permitted at the site.

§ 10.3 HAZARDOUS MATERIALS

§ 10.3.1 If reasonable precautions will be inadequate to prevent foreseeable bodily injury or
death to persons resulting from a material or substance, including but not limited to asbestos or
polychlorinated biphenyl (PCB), encountered on the site by the Contractor, the Contractor shall,
upon recognizing the condition, immediately stop Work in the affected area and report the condition
to the Owner and Architect in writing.

§ 10.3.2 The Owner shall obtain the services of a licensed laboratory to verify the presence or
absence of the material or substance reported by the Contractor and, in the event such material or
substance is found to be present, to verify that it has been rendered harmless. Unless otherwise
required by the Contract Documents, the Owner shall furnish in writing to the Contractor the names
of persons or entities who are to perform tests verifying the presence or absence of such material
or substance or who are to perform the task of removal or safe containment of such material or
substance. When the material or substance has been rendered harmless, Work in the affected area
shall resume upon written agreement of the Owner. The Contract Time shall be extended appropriately
and the Contract Sum shall be increased in the amount of the Contractor’s reasonable additional
costs of shut-down, delay and start-up, which adjustments shall be accomplished as provided in
Article 7.

§ 10.3.3 To the fullest extent permitted by law, the Owner shall indemnify and hold harmless the
Contractor, Subcontractors, Architect, Architect’s consultants and agents and employees of any of
them from and against claims, damages, losses and expenses, including but not limited to attorneys’
fees, arising out of or resulting from performance of the Work in the affected area if in fact the
material or substance presents the risk of bodily injury or death as described in Section 10.3.1
and has not been rendered

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harmless, provided that such claim, damage, loss or expense is attributable to bodily injury,
sickness, disease or death, or to injury to or destruction of tangible property (other than the
Work itself) and provided that such damage, loss or expense is not due to the sole negligence of a
party seeking indemnity.

§ 10.4 The Owner shall not be responsible under Section 10.3 for materials and substances brought
to the site by the Contractor. Contractor shall not permit any Hazardous Substances to be brought
onto or stored at or used in the construction of the Work, except for commonly used construction
materials, provided, however, that all such material shall be handled in full compliance with all
applicable current or future Laws, and all notices required to be given with respect to such
products shall be given by Contractor. “Hazardous Substance” means any substance or material which
has been determined by any state, federal or local governmental authority to be capable of posing a
risk of injury to health, safety, property or the environment.

§ 10.5 If, without negligence or other fault on the part of the Contractor, the Contractor is held
liable for the cost of remediation of a hazardous material or substance solely by reason of
performing Work as required by the Contract Documents, the Owner shall indemnify the Contractor for
all cost and expense thereby incurred.

§ 10.5 EMERGENCIES

§ 10.5.1 In an emergency affecting safety of persons or property, the Contractor shall act to
prevent threatened damage, injury or loss. Additional compensation or extension of time claimed by
the Contractor on account of an emergency shall be determined as provided in Section 4.3 and
Article 7, provided such emergency is not proximately caused by the negligent act or negligent
omission of Contractor or its agents.

§ 10.6 SWPPP. Contractor shall comply with (i) all applicable water quality Laws, including
those enforced by the California State Water Resources Control Board (the “SWRCB”) and the Regional
Water Quality Control Board (Region 8); (ii) the National Pollutant Discharge Elimination System
and the Waste Discharge Requirements for Discharges of Storm Water Runoff Associated with
Construction Activity (SWRCB Order No. 99-08-DWQ) (July 1, 2010 2009-0009-DWQ) and all amendments
and modifications thereto; (iii) any Storm Water Pollution Prevention Plan applicable to the
Project (as modified by Owner from time to time, the “SWPPP”) and all associated Best Management
Practices; and (iv) City and/or County of Riverside ordinances, guidelines, and manuals applicable
to storm water discharges from construction sites. If Contractor observes any violation of any
Laws, it shall immediately correct such violation. Any Work performed by Contractor that is not in
compliance with applicable Laws shall be redone in compliance with applicable Laws at Contractor’s
sole expense. The SWPPP will be part of the Contract Documents. Any costs of complying with (SWRCB
Order No. 99-08-DWQ) (July 1, 2010 2009-0009-DWQ) are not currently included in the GMP.

§ 10.7 PREVENTION OF MOLD. Contractor will conform with all Laws pertaining to the Work and the
Standard of Care in order to keep the Project free from mold, moisture and other conditions that
may cause mold to be present. Without limiting the foregoing, Contractor will use reasonable
precautions to avoid the presence of mold or moisture in any construction materials. Contractor
will also comply with all Laws relating to the remediation of any mold that may be present within
the Project at any time as a result of the Work.

ARTICLE 11 INSURANCE AND BONDS

SEE ADDENDUM “A” ATTACHED HERETO AND INCORPORATED HEREIN.

§ 11.1 CONTRACTOR’S LIABILITY INSURANCE See Addendum “A” attached hereto and incorporated herein.

§ 11.2 OWNER’S LIABILITY INSURANCE

§ 11.2.1 Owner has liability insurance. Owner’s policy is available for inspection and
contractor has
accepted such policy by execution of this Agreement.

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§ 11.3 PROJECT MANAGEMENT PROTECTIVE LIABILITY INSURANCE

§11.3.1 Intentionally Omitted.

§ 11.3.2 To the extent damages are covered by Project Management Protective Liability
insurance, the Owner, Contractor and Architect waive all rights against each other for damages,
except such rights as they may have to the proceeds of such insurance. The policy shall provide for
such waivers of subrogation by endorsement or otherwise.

§ 11.4 PROPERTY INSURANCE

§ 11.4.1 Owner has purchased property insurance. Owner’s policy is available for inspection
and contractor has accepted such policy by execution of this Agreement.

§ 11.5 PERFORMANCE BOND AND PAYMENT BOND

§11.5.1 See A111

§11.5.2 See A111

ARTICLE 12 UNCOVERING AND CORRECTION OF WORK

§12.1 UNCOVERING OF WORK

§ 12.1.1 If a portion of the Work is covered contrary to the Owner’s request or to
requirements specifically expressed in the Contract Documents, it must, if required in writing by
the Owner, be uncovered for the Owner’s examination and be replaced at the Contractor’s expense
without change in the Contract Time.

§ 12.1.2 If a portion of the Work has been covered which the Owner has not specifically requested
to examine prior to it’s being covered, the Owner may request to see such Work and it shall be
uncovered by the Contractor. If such Work is in accordance with the Contract Documents, costs of
uncovering and replacement shall, by appropriate Change Order, be at the Owner’s expense. If such
Work is not in accordance with the Contract Documents, correction shall be at the Contractor’s
expense unless the condition was caused by the Owner or a separate contractor in which event the
Owner shall be responsible for payment of such costs.

§ 12.2 CORRECTION OF WORK

§ 12.2.1 BEFORE OR AFTER SUBSTANTIAL COMPLETION

§ 12.2.1.1 The Contractor shall promptly correct Work rejected by the Owner or failing to
conform to the
requirements of the Contract Documents, for any reason, whether discovered before or after
Substantial
Completion and whether or not fabricated, installed or completed. Costs of correcting such rejected
Work,
including additional testing and inspections and compensation for the Architect’s or other
consultant’s
services and expenses made necessary thereby, shall be at the Contractor’s expense.

§ 12.2.2 AFTER SUBSTANTIAL COMPLETION

§ 12.2.2.1 In addition to the Contractor’s obligations under Section 3.5, if, within one year
after the date of Substantial Completion of the Work (“Warranty Period”) or by terms of an
applicable special warranty required by the Contract Documents, any of the Work is found to be not
in accordance with the requirements of the Contract Documents, the Contractor shall correct it
promptly after receipt of written notice from the Owner to do so unless the Owner has previously
given the Contractor a written acceptance of such condition. The Owner shall give such notice
promptly after discovery of the condition. During the Warranty Period for correction of Work, if
the Owner fails to notify the Contractor and give the Contractor an opportunity to make the
correction, the Owner waives the rights to require correction by the Contractor and to make a claim
for breach of warranty. If the Contractor fails to correct nonconforming Work within a reasonable
time during that period after receipt of notice from the Owner or Architect, the Owner may correct
it in accordance with Section 2.4. The Warranty Period for all corrective work shall be twelve (12)
months from the completion of such corrective work. This obligation shall survive both final
payment for

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the Work and termination of the Contract. All guarantees and warranties will inure to the benefit
of Owner, its successors and assigns. Contractor shall also insert the terms of this provision in
all subcontracts and/or agreements executed in connection with the services to be performed under
the Contract Documents and shall pass such provision to its Subcontractors.

§ 12.2.3 The Contractor shall remove from the site portions of the Work which are not in accordance
with the requirements of the Contract Documents and are neither corrected by the Contractor nor
accepted by the Owner.

§ 12.2.4 The Contractor shall bear the cost of correcting destroyed or damaged construction,
whether completed or partially completed, of the Owner or separate contractors caused by the
Contractor’s correction or removal of Work which is not in accordance with the requirements of
the Contract Documents.

§ 12.2.5 Nothing contained in this Section 12.2 shall be construed to establish a period of
limitation with respect to other obligations which the Contractor might have under the Contract
Documents. Establishment of the one-year period for correction of Work as described in Section
12.2.2 relates only to the specific obligation of the Contractor Subcontractors, Sub-subcontractors
and material suppliers to correct the Work, and has no relationship to the time within which the
obligation to comply with the Contract Documents may be sought to be enforced, nor to the time
within which proceedings may be commenced to establish the Contractor’s liability with respect to
the Contractor’s obligations other than specifically to correct the Work.

§ 12.2.6 CALL BACK RESPONSIBILITY. During the Warranty Period set forth above, in connection with
the performance of the Work by the Contractor, Contractor hereby agrees that:

     (a) It will within 5 working days from written notice thereof (unless an emergency exists)
start to correct any and all deficiencies in the Work (and thereafter diligently pursue to
completion) at Contractor’s sole cost and expense;

     (b) The determination as to what constitutes a deficiency will be within the sole discretion
of the Owner, whose judgment will be reasonably exercised;

     (c) Failure of the Contractor to make timely performance hereunder will constitute sufficient
cause for the Owner to cause the correction of such deficiencies to be performed by others.
Further, the cost of such Work will be charged to the Contractor and such cost plus a sum equal to
15% thereof (which additional sum will represent an allowance for the administration by the Owner
of such Work) will be charged against the account of the Contractor. If the amount owing the
Contractor under this Agreement at the time such Work is performed by others is less than the sum
charged against its account, the Contractor will remit the difference to the Owner within five (5)
days following Owner’s request therefore.

§ 12.3 ACCEPTANCE OF NONCONFORMING WORK

§ 12.3.1 If the Owner prefers to accept Work which is not in accordance with the requirements
of the Contract Documents, the Owner may do so instead of requiring its removal and correction, in
which case the Contract Sum will be reduced as appropriate and equitable. Such adjustment shall be
effected whether or not final payment has been made.

ARTICLE 13 MISCELLANEOUS PROVISIONS

§ 13.1 GOVERNING LAW

§ 13.1.1 The Contract shall be governed by the law of the place where the Project is located without regard to conflict of law rules.

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§ 13.2 SUCCESSORS AND ASSIGNS

§ 13.2.1 The Owner and Contractor respectively bind themselves, their partners, successors,
assigns and legal representatives to the other party hereto and to partners, successors, assigns
and legal representatives of such other party in respect to covenants, agreements and obligations
contained in the Contract Documents. Except as provided in Section 13.2.2, neither party to the
Contract shall assign the Contract as a whole without written consent of the other. If either party
attempts to make such an assignment without such consent, that party shall nevertheless remain
legally responsible for all obligations under the Contract.

§ 13.2.2 The Owner may, without consent of the Contractor, assign the Contract to an institutional
lender providing construction financing for the Project. In such event, the lender shall assume the
Owner’s rights and obligations under the Contract Documents. The Contractor shall execute all
consents reasonably required to facilitate such assignment as long as such consents contain
language acceptable to Contractor.

§ 13.3 WRITTEN NOTICE Any notice provided for herein will be in writing and deemed delivered to the
other party when delivered to the address shown for such party in the first Section of this
Agreement, or to such other address as may be designated by either party by written notice in
accordance with this Agreement, (a) in person, (b) by facsimile transmission (with the original and
a copy of the facsimile confirmation following in the United States mail), (c) by overnight
delivery service, or (d) by certified mail, return receipt requested. If such notice is given in
person or via facsimile transmission, such notice will be deemed to have been given when delivered
or transmitted. If such notice is given by overnight delivery service, such notice is deemed
received two (2) business days after delivery to the overnight delivery service. If such notice is
given by certified mail, such notice will be deemed received two (2) business days after a
certified letter containing such notice, properly addressed with postage prepaid, is deposited in
the United States mail.

§13.4 RIGHTS AND REMEDIES

§ 13.4.1 Except as otherwise provided herein, duties and obligations imposed by the Contract
Documents and rights and remedies available thereunder shall be in addition to and not a limitation
of duties, obligations, rights and remedies otherwise imposed or available by law.

§ 13.4.2 No action or failure to act by the Owner, Architect or Contractor shall constitute a
waiver of a right or duty afforded them under the Contract, nor shall such action or failure to act
constitute approval of or acquiescence in a breach thereunder, except as may be specifically agreed
in writing.

§ 13.5 TESTS AND INSPECTIONS

§ 13.5.1 Tests, inspections and approvals of portions of the Work required by the Contract
Documents or by laws, ordinances, rules, regulations or orders of public authorities having
jurisdiction shall be made at an appropriate time. Unless otherwise provided, the Contractor shall
make arrangements for such tests, inspections and approvals with an independent testing laboratory
or entity acceptable to the Owner, or with the appropriate public authority. The Contractor shall
facilitate all such inspections give the Owner timely notice (at least 48 hours) of when and where
tests and inspections are to be made so that the Architect may be present for such procedures. The
Owner shall bear costs of tests, inspections or approvals which do not become requirements until
after bids are received or negotiations concluded. Lender and its agents may enter upon the site of
the Project to inspect the Project and any materials at any reasonable time, upon reasonable
advance notice, unless Lender such inspection is of an emergency nature, in which event Contractor
shall provide Lender with immediate access to the Project site. Owner will accompany Lender in any
such inspection, who shall comply with Project site safety requirements. Contractor will make
available to Lender and its agents, for inspection and copying, all Plans and Specifications, shop
drawings, books and records, and other documents and information that Lender may request from time
to time.

§ 13.5.2 If the Owner or public authorities having jurisdiction determine that portions of the Work
require additional testing, inspection or approval not included under Section 13.5.1, Owner will
instruct the Contractor to make arrangements for such additional testing, inspection or approval by
an entity acceptable

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to the Owner, and the Contractor shall give timely notice to the Owner (not less than 48 hours) of
when and where tests and inspections are to be made so that the Owner may be present for such
procedures. Such costs, except as provided in Section 13.5.3, shall be at the Owner’s expense.

§ 13.5.3 If such procedures for testing, inspection or approval under Sections 13.5.1 and 13.5.2
reveal failure of the portions of the Work to comply with requirements established by the Contract
Documents, all costs made necessary by such failure including those of repeated procedures and
compensation for the Architect’s and other consultants’ services and expenses shall be at the
Contractor’s expense.

§ 13.5.4 Required certificates of testing, inspection or approval shall, unless otherwise
required by the Contract Documents, be secured by the Contractor and promptly delivered to the
Owner.

§ 13.5.5 If the Owner is to observe tests, inspections or approvals required by the Contract
Documents, the Owner will do so promptly and, where practicable, at the normal place of testing.
Neither the observations nor other duties, if any, of the Owner, Lender or the Architect in the
administration of the Contract Documents, nor inspections, tests or approvals by the Owner, Lender
or any other persons other than Contractor shall relieve Contractor from its obligations to perform
the Work in accordance with the Contract Documents.

§ 13.5.6 Tests or inspections conducted pursuant to the Contract Documents shall be made
promptly to avoid unreasonable delay in the Work.

§ 13.6 INTEREST

§ 13.6.1 Payments due and unpaid under the Contract shall bear interest from the date payment is
due at the
Prime Rate plus 2% in effect at the beginning of each month as published in the Wall Street
Journal.

§ 13.7 COMMENCEMENT OF STATUTORY LIMITATION PERIOD As between the Owner and Contractor:

	 	.1	 	Before Substantial Completion. As to acts or failures to act occurring prior
to the relevant date of Substantial Completion, any applicable statute of limitations
shall commence to run and any alleged cause of action shall be deemed to have accrued
in any and all events not later than such date of Substantial Completion;
	 
	 	.2	 	Between Substantial Completion and Final Certificate for Payment. As to acts or
failures to act occurring subsequent to the relevant date of Substantial Completion and
prior to issuance of the final Certificate for Payment, any applicable statute of
limitations shall commence to run and any alleged cause of action shall be deemed to have
accrued in any and all events not later than the date of issuance of the final Certificate
for Payment; and
	 
	 	.3	 	After Final Certificate for Payment. As to acts or failures to act occurring after
the relevant date of issuance of the final Certificate for Payment, any applicable statute
of limitations shall commence to run and any alleged cause of action shall be deemed to
have accrued in any and all events not later than the date of any act or failure to act by
the Contractor pursuant to any Warranty provided under Section 3.5, the date of any
correction of the Work or failure to correct the Work by the Contractor under Section 12.2,
or the date of actual commission of any other act or failure to perform any duty or
obligation by the Contractor or Owner, whichever occurs last.

ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT

§ 14.1 TERMINATION BY THE CONTRACTOR

§ 14.1.1 The Contractor may terminate the Contract if the Work is stopped for a period of 30
consecutive days through no act or fault of the Contractor or a Subcontractor, Sub-subcontractor or
their agents or employees or any other persons or entities performing portions of the Work under
direct or indirect contract with the Contractor, for any of the following reasons:

	 	.1	 	issuance of an order of a court or other public authority having
jurisdiction which requires all Work to be stopped;

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	 	.2	 	an act of government, such as a declaration of national emergency which
requires all Work to be stopped; or
	 
	 	.3	 	because the Owner has not made payment on a Certificate for Payment within the time
stated in the Contract Documents; provided, however, if Owner is disputing the
payment in good faith, Contractor shall not have the right to terminate the Contract
for nonpayment. If such a dispute is resolved and Owner fails to make the payment in
the manner agreed to by the parties in the resolution, Contractor shall have the
right to terminate the Contract for nonpayment as set forth herein.
	 
	 	.4	 	the Owner has failed to furnish to the Contractor promptly, upon the
Contractor’s request, reasonable evidence as required by Section 2.2.1.

§ 14.1.2 The Contractor may terminate the Contract if, through no act or fault of the Contractor or
a Subcontractor, Sub-subcontractor or their agents or employees or any other persons or entities
performing portions of the Work under direct or indirect contract with the Contractor, repeated
suspensions, delays or interruptions of the entire Work by the Owner as described in Section 14.3
constitute in the aggregate more than 100 percent of the total number of days scheduled for
completion, or 120 days in any 365-day period, whichever is less.

§ 14.1.3 If one of the reasons described in Section 14.1.1 or 14.1.2 exists, the Contractor may,
upon seven days’ written notice to the Owner and Architect, terminate the Contract and recover from
the Owner payment for Work executed and for proven loss with respect to materials, equipment,
tools, and construction equipment and machinery, including reasonable overhead, profit and damages.
Upon written notice, the Owner shall have 7 days to cure the reason described in Section 14.1.1 or
14.1.2 as the basis for the Contractor’s notice.

§ 14.1.4 If the Work is stopped for a period of 60 consecutive days through no act or fault of the
Contractor or a Subcontractor or their agents or employees or any other persons performing portions
of the Work under contract with the Contractor because the Owner has persistently failed to fulfill
the Owner’s obligations under the Contract Documents with respect to matters important to the
progress of the Work, the Contractor may, upon seven additional days’ written notice to the Owner,
terminate the Contract and recover from the Owner as provided in Section 14.1.3. However, if there
is a dispute about whether the Work stoppage described in Sections 14.1.1 or 14.1.2 or 14.1.4 is
due to the act or fault of the Contractor or a Subcontractor, Sub-subcontractor or their agents or
employees or any other persons or entities performing portions of the Work under direct or indirect
contract with the Contractor, then the Contractor shall not have the right to terminate the
Contract.

§ 14.2 TERMINATION BY THE OWNER FOR CAUSE

§ 14.2.1 The Owner may terminate the Contract if the Contractor:

	 	.1	 	refuses or fails to supply enough properly skilled workers or proper materials
except in cases
where an extension of time is provided under the Contract Documents;
	 
	 	.2	 	fails to make payment to Subcontractors for materials or labor in
accordance with the
respective agreements between the Contractor and the Subcontractors;
	 
	 	.3	 	disregards any material laws, ordinances, or rules, regulations or orders of a
public authority
having jurisdiction;
	 
	 	.4	 	otherwise fails to comply with a material provision of the Contract Documents;
	 
	 	.5	 	if Contractor should be adjudged bankrupt, file or suffer to be filed a petition
for relief under
the Bankruptcy Act, or make a general assignment for the benefit of
creditors; or
	 
	 	.6	 	if a receiver should be appointed on account of Contractor’s
insolvency.

§ 14.2.2 When any of the above reasons exist, the Owner may, without prejudice to any other
rights or remedies of the Owner and after giving the Contractor and the Contractor’s surety, if
any, three days’ written notice, terminate employment of the Contractor and may, subject to any
prior rights of the surety:

	 	.1	 	take possession of the site and of all materials, equipment, tools, and
construction equipment and machinery thereon owned by the Contractor;

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	 	.2	 	accept assignment of subcontracts pursuant to Article 5 herein; and
	 
	 	.3	 	finish the Work by whatever reasonable method the Owner may deem expedient
including requiring that Contractor’s surety within 30 days of the written notice described
herein, immediately proceed with completion of the Work. Upon request of the Contractor,
the Owner shall furnish to the Contractor a detailed accounting of the costs incurred by
the Owner in finishing the Work.

§ 14.2.3 When the Owner terminates the Contract for one of the reasons stated in Section
14.2.1, the Contractor shall not be entitled to receive further payment until the Work is
finished.

§ 14.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, including
compensation for the Architect’s services and expenses made necessary thereby, and other damages
incurred by the Owner and not expressly waived, such excess shall be paid to the Contractor. If
such costs and damages exceed the unpaid balance, the Contractor shall pay the difference to the
Owner. The amount to be paid to the Contractor or Owner, as the case may be, shall be certified by
the Architect, upon application, and this obligation for payment shall survive termination of the
Contract.

§ 14.3 SUSPENSION BY THE OWNER FOR CONVENIENCE

§ 14.3.1 The Owner may, without cause, order the Contractor in writing to suspend, delay or
interrupt the Work in whole or in part for such period of time as the Owner may determine.

§ 14.3.2 The Contract Sum and Contract Time shall be adjusted for increases in the cost and time
caused by suspension, delay or interruption as described in Section 14.3.1 in accordance with the
change order provisions of the Contract. Adjustment of the Contract Sum shall, if applicable,
adjust the Contractor’s Fee and Exhibit D’s line item for General Conditions. No adjustment shall
be made to the extent:

	 	.1	 	that performance is, was or would have been so suspended, delayed
or interrupted by another cause for which the Contractor is responsible; or
	 
	 	.2	 	that an equitable adjustment is made or denied under another provision of the
Contract.

§ 14.4 TERMINATION BY THE OWNER FOR CONVENIENCE

§ 14.4.1 The Owner may, at any time, terminate the Contract for the Owner’s convenience and
without
cause.

§ 14.4.2 Upon receipt of written notice from the Owner of such termination for the Owner’s
convenience, the Contractor shall:

	 	.1	 	cease operations as directed by the Owner in the notice vacate the site and remove
all of
Contractor’s equipment and materials;
	 
	 	.2	 	take actions necessary, or that the Owner may direct, for the protection and
preservation of
the Work; and
	 
	 	.3	 	except for Work directed to be performed prior to the effective date of
termination stated in
the notice, and except for subcontracts to be assigned to Owner pursuant to Article 5
herein,
terminate all existing subcontracts and purchase orders and enter into no further
subcontracts
and purchase orders.

§ 14.4.3 In case of such termination for the Owner’s convenience, the Contractor shall be entitled
to receive payment for Work executed, and costs incurred by reason of such termination, along with
reasonable overhead and profit on the Work not executed.

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In no event shall Contractor have a claim for other damages, lost profits, savings, or otherwise on
account of the termination of the Agreement pursuant to this provision except as stated herein.

In the event of any termination, the Owner may deduct from any sums due and owing to
Contractor according to the provisions of Article 14, the cost to repair and/or correct any
defective work.

All Warranties, Indemnity obligations, and any and all claims by the Owner for defective work
and/or warranty items, survive any termination of this Agreement.

§14.4.4 CHANGE IN CONTROL

Upon a Change of Control, all of Contractor’s rights hereunder shall, at the Owner’s option
and sole discretion, terminate. “Change of Control” means (i) the acquisition of the
Contractor by another entity by means of any transaction or series of related transactions
(including, without limitation, any merger, consolidation or other form of reorganization in which
outstanding shares of the Contractor are exchanged for securities or other consideration issued, or
caused to be issued, by the acquiring entity or its subsidiary, but excluding any transaction
effected primarily for the purpose of changing the Contractor’s state of incorporation),
unless the Contractor’s stockholders of record as constituted immediately prior to such
transaction or series of related transactions will, immediately after such transaction or series of
related transactions hold at least a majority of the voting power of the surviving or acquiring
entity, or (ii) a sale of all or substantially all of the assets of the Contractor.

In case of such termination for a Change in Control, the Contractor, as its sole and exclusive
remedy, shall be entitled to receive payment as follows:

     Take the Cost of the Work incurred by the Contractor to the date of termination;

     Add the Contractor’s Fee computed upon the Cost of the Work to the date of termination at the
rate stated in Section 5.1.2 of AIA111-1997 or, if the Contractor’s Fee is stated as a fixed sum in
that Section, an amount that bears the same ratio to that fixed-sum Fee as the Cost of the Work at
the time of termination bears to a reasonable estimate of the probable Cost of the Work upon its
completion; and

     Subtract the aggregate of previous payments made by the Owner.

In no event shall Contractor have a claim for other damages, lost profits, savings, or otherwise on
account of the termination of the Agreement pursuant to this provision.

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