Document:

Lutcam SB-2 Amendment7 Exhibit 10-4 Line of Credit Agrmnt

    Exhibit
      10.4

    REVOLVING
      LINE OF CREDIT AGREEMENT

    

    This
      Revolving Line of Credit Agreement (the "AGREEMENT") is made and entered into
      in
      this February 9th. 2005, by and between Otto Kjeldsen ("LENDER"), and Lutcam,
      Inc., a Nevada corporation ("BORROWER").

    

    In
      consideration of the mutual covenants and agreements contained herein, the
      parties agree as follows:

    

    1.
      LINE
      OF CREDIT. Lender hereby establishes for a period extending to December 31,
      2007
      (the "MATURITY DATE") a revolving line of credit (the "CREDIT LINE") for
      Borrower in the principal amount of Five Hundred Thousand Dollars ($500,000.00)
      (the

    "CREDIT
      LIMIT"). .

    

    2.
      ADVANCES. Any request for an Advance may be made from time to time and in such
      amounts as Borrower may choose; provided, however, any requested Advance will
      not, when added to the outstanding principal balance of all previous Advances,
      exceed the Credit Limit. Requests for Advances may be made orally or in writing
      by such officer of Borrower authorized by it to request such Advances. Until
      such time as Lender may be notified otherwise, Borrower hereby authorizes its
      president or any vice president to request Advances. Lender may deposit or
      credit the amount of any requested Advance to Borrower's checking account with
      Lender. Lender may refuse to make any requested Advance if an event of default
      has occurred and is continuing hereunder either at the time the request is
      given
      or the date the Advance is to be made, or if an event bas occurred or condition
      exists which, with the giving of notice or passing of time or both,
      would

    constitute
      an event of default hereunder as of such dates. .

    

    The
      funds
      from the Advances will be used by the Borrower for operating expenses in
      connection with the operations of the Borrower.

    

    3.
      INTEREST. All sums advanced pursuant to this Agreement shall bear interest
      from
      the date each Advance is made until paid in full at the rate of eight percent
      (8%) per annum, simple interest (the "EFFECTIVE RATE").

    

    4.
      REPAYMENT. Borrower shall pay accrued interest on the outstanding principal
      balance on a monthly basis commencing on March 15, 2005, and continuing on
      the
      fifteenth day of each month thereafter. The entire unpaid principal balance,
      together with any accrued interest and other unpaid charges or fees hereunder,
      shall be due and payable on the Maturity Date. All payments shall be made to
      Lender at such place as Lender may, from time to time, designate. All payments
      received hereunder shall be applied, first, to any costs or expenses incurred
      by
      Lender in collecting such payment or to any other unpaid charges or expenses
      due
      hereunder; second, to accrued interest; and third, to principal. Borrower may
      prepay principal at any time without penalty.

    

    

    
      
         

      

      
         

        
          

        

      

      
         

      

    

    

    5.
      REPRESENTATIONS AND WARRANTIES. In order to induce Lender to enter into this
      Agreement and to make the advances provided for herein, Borrower represents
      and
      warrants to Lender as follows:

    

    a.
      Borrower is a duly organized, validly existing, and in good standing under
      the
      laws of the State of Nevada with the power to own its assets and to transact
      business in such other states where its business is conducted.

    

    b.
      Borrower has the authority and power to execute and deliver any document
      required hereunder and to perform any condition or obligation imposed under
      the
      terms of such documents.

    

    c.
      The
      execution, delivery and performance of this Agreement and each document incident
      hereto will not violate any provision of any applicable law, regulation, order,
      judgment, decree, article of incorporation, by-law, indenture, contract,
      agreement, or other undertaking to which Borrower is a party, or which purports
      to be binding on Borrower or its assets and will not result in the creation
      or
      imposition of a lien on any of its assets.

    

    d.
      There
      is no action, suit, investigation, or proceeding pending or, to the knowledge
      of
      Borrower, threatened, against or affecting Borrower or any of its assets which,
      if adversely determined, would have a material adverse affect on the financial
      condition of Borrower or the operation of its business.

    

    6.
      EVENTS
      OF DEFAULT. An event of default will occur if any of the following events
      occurs;

    

    a.
      Failure to pay any principal or interest hereunder within ten (10) days after
      the same becomes due.

    

    b.
      Any
      representation or warranty made by Borrower in this Agreement or in connection
      with any borrowing or request for an Advance hereunder, or in any certificate,
      financial statement, or other statement furnished by Borrower to Lender is
      untrue in any material respect at the time when made.

    

    c.
      Default by Borrower in the observance or performance of any other covenant
      or
      agreement contained in this Agreement, other than a default constituting a
      separate and distinct event of default under this Paragraph 6.

    

    d.
      Filing
      by Borrower of a voluntary petition in bankruptcy seeking reorganization,
      arrangement or readjustment of debts, or any other relief under the Bankruptcy
      Code as amended or under any other insolvency act or law, state or federal,
      now
      or hereafter existing.

    

    e.
      Filing
      of an involuntary petition against Borrower in bankruptcy seeking
      reorganization, arrangement or readjustment of debts, or any other relief under
      the

    

    

    
      
         

      

      
         

        
          

        

      

      
         

      

    

    

    Bankruptcy
      Code as amended, or under any other insolvency act or law, state or federal,
      now
      or hereafter existing, and the continuance thereof for sixty (60) days
      undismissed, unbonded, or undischarged.

    

    7.
      REMEDIES. Upon the occurrence of an event of default as defined above, Lender
      may declare the entire unpaid principal balance, together with accrued interest
      thereon, to be immediately due and payable without presentment, demand, protest,
      or other notice of any kind. Lender may suspend or terminate any obligation
      it
      may have hereunder to make additional Advances. To the extent permitted by
      law,
      Borrower waives any rights to presentment, demand, protest, or notice of any
      kind in connection with this Agreement. No failure or delay on the part of
      Lender in exercising any right, power, or privilege hereunder will preclude
      any
      other or further exercise thereof or the exercise of any other right, power,
      or
      privilege. The rights and remedies provided herein are cumulative and not
      exclusive of any other rights or remedies provided at law or in equity. Borrower
      agrees to pay all costs of collection incurred by reason of the default,
      including court costs and reasonable attorney's fees.

    

    8.
      GENERAL PROVISIONS. All representations and warranties made in this Agreement
      and the Promissory Note and in any certificate delivered pursuant thereto shall
      survive the execution and delivery of this Agreement and the making of any
      loans
      hereunder. This Agreement will be binding upon and inure to the benefit of
      Borrower and Lender, their respective successors and assigns, except that
      Borrower may not assign or transfer its rights or delegate its duties hereunder
      without the prior written consent of Lender. This Agreement, the Promissory
      Note, and all documents and instruments associated herewith will be governed
      by
      and construed and interpreted in accordance with the laws of the State of
      California. Time is of the essence hereof. This Agreement will be deemed to
      express, embody, and supersede any previous understanding, agreements, or
      commitments, whether written or oral, between the parties with respect to the
      general subject matter hereof. This Agreement may not be amended or modified
      except in writing signed by the parties.

    

    EXECUTED
      on the day and year first written above.

    

    Borrower:
      Lutcam, Inc.

    

    /s/
      Kerry Tully_________
      

    Kerry
      Tully, President

    

    

    Lender:
      Otto Kjeldsen

    

    /s/Otto
      Kjeldsen_______
      

    Otto
      KjeldsenEX-10.1

Exhibit 10.1

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 25th day of            August            in the year 2005

(In words, indicate day, month and year)

BETWEEN the Owner:

(Name, address and other information)

Duncan Investments, LLC

225 South Sepulveda Blvd.

Manhattan Beach, CA 90266

and the Contractor:

(Name, address and other information)

Morley Construction Company

2901 28th Street, Suite 100

Santa Monica, CA 90405

The Project is:

(Name and location)

Skechers Office Building

330 South Sepulveda Blvd.

Manhattan Beach, CA 90266

The Architect is:

(Name, address and other information)

David Forbes Hibbert AIA

1544 20th Street, Suite 103

Santa Monica, CA 90404

The Owner and Contractor agree as follows.

1

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, 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, except to the
extent specifically indicated in the Contract Documents to be the responsibility of others.

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 Architect and exercise the Contractor’s skill 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. 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.

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.)

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. The Date of Commencement
shall be five (5) working days after the Owner’s Notice to Proceed.

§ 4.3 The Contractor shall achieve Substantial Completion of the entire Work not later than 462
calendar            days from the date of commencement, or as follows:

(Insert number of calendar days. Alternatively, a calendar date may be used when coordinated with
the date of commencement. Unless stated elsewhere in the Contract Documents, insert any
requirements for earlier Substantial Completion of certain portions of the Work.)

As Shown on Exhibit “F”, the anticipated date of Commencement is September 1, 2005. Based on
the date, the calculated date of Substantive Completion is December 6, 2006.

	 	 	 
	Portion of Work

	 	Substantial Completion date

, subject to adjustments of this Contract Time as provided in the Contract Documents.

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

§ 4.4 If Contractor achieves Substantial Completion of the Work prior to the Scheduled Completion
Date, as adjusted by Change Orders, then Contractor shall be entitled to an early completion bonus
equal to $20,000 dollars.

§ 4.5 Owner and Contractor acknowledge and agree that if Contractor fails to achieve Substantial
Completion of the Work within the Contract Time, as adjusted by Change Order, Owner will suffer
substantial damages which are both extremely difficult and impracticable to ascertain. Therefore,
Owner and Contractor agree that in the event Contractor fails to achieve Substantial Completion
within thirty (30) days after the final Scheduled Completion Date, Contractor shall pay to Owner as
liquidated damages, not as a penalty but as a reasonable estimate of the amount of damages Owner
will suffer, $ 1,000 dollars for each day of delay (after the expiration of said thirty (30) day
grace period), until the Work is Substantially Complete. If Contractor fails to achieve
Substantial Completion within sixty (60) days after the final scheduled completion date, Contractor
shall pay to Owner as liquidated damages $2,000 dollars for each day of delay after the sixtieth
day. Owner and Contractor acknowledge and agree that this liquidated damages provision shall be
the only remedy to Owner for damages caused by Contractor’s failure to achieve Substantial
Completion within the Contract Time.

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 shall be $ 655,096 dollars.

(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.)

§ 5.1.3 Changes (Change Order and Construction Change Directives) that affect the Cost of the Work
shall be handled as follows:

5.1.3.1 For changes which increase the Cost of the Work, the estimated value shall be the
Cost of the work (computed in accordance with Article 7), plus an allowance for jobsite
General Conditions of eight percent (8%) and Contractor’s Fixed Fee of three and
three-quarters ( 3.75%) percent.

5.1.3.2 For changes which decrease the cost, the estimated value shall be the direct change
in the Cost of the Work (computed per Article 7), with a reduction in the
Contractor’s Fee of (3.75%) percent.

5.1.3.3 After values have been computed per 5.1.3.1 and 5.1.3.2 above, these estimated
values shall be used to establish the adjusted Guaranteed Maximum Price.

5.1.3.4 Billings for the Cost of the Work on changes will be actual costs (per Article 7),
and will be incorporated into the billings for the Project as a whole, not reported
separately.

5.1.3.5 If the Contractor is asked by the owner to perform “tenant work,” over and above the
changes in the base building described above, then such “tenant work” shall be handled under
a separate agreement.

§ 5.1.4 After completion of the Project, and after the Guaranteed Maximum Price has been adjusted
per Article 5.1.3 above, it shall be compared to the total of the Cost of the Work (defined in
Article 7), plus the Contractor’s Fee (Article 5.1.2). If the final Guaranteed Maximum Price
exceeds the total of the cost of the Work plus any unused monies from the line item contingency
noted in 5.2.1.2 and 5.2.1.3 plus Contractor’s fee, then the difference (“Savings”) shall be
divided between the Owner and Contractor. The Owner will be credited with the first $50,000 in
Savings, thereafter the Owner will be credited with 75% of the Savings, and will pay the Contractor
25% of the Savings as Additional Fee.

§ 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 Eighteen-Million One-Hundred Twenty-Four Thousand Three-Hundred Twenty-Two
($18,124,322 ), 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. 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 There is only one Guaranteed Maximum Price provided by this Contract. Although the
Contractor has furnished the Owner with the Budget Line Item Breakdown (Exhibit “C”), the
amounts of the individual line items in these exhibits are not guaranteed. The final cost
of any particular line item may be more or less than the estimate, except for the structural
concrete work which will be performed on a Lump Sum basis, as per Paragraph 7.3.2 of this
Agreement. The Contractor does, however, guarantee that it will perform the work required
by the Contract Documents within the Guaranteed Maximum Price.

5.2.1.2 The Guaranteed Maximum Price has been determined by computing an estimated cost,
then adding a contingency factor to the estimated cost, and increasing the figure thus
obtained by the Contractor’s Fee.

5.2.1.3 The Contingency is intended for the Contractor’s use to cover unanticipated
overrun of any costs, additional cost caused by failure of any subcontractor, and any other
unforeseen events. The contingency factor is not to be used by the Owner to cover the cost
of changes to the Contract Documents required by the Owner, Architect or governing
authority, nor for any other purpose.

§ 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.)

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

	 	 	 	 	 
	Description

	 	Units
	 	Price ($ 0.00)

§ 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

§ 5.2.5 Assumptions, if any, on which the Guaranteed Maximum Price is based are as follows:

§ 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 Contractor represents and warrants to Owner that (i) it has substantial experience and
expertise in building projects such as the Project, and it acknowledges that such experience and
expertise were substantial and material factors in Owner’s decisions to retain Contractor to build
the Project, and (ii) it has carefully reviewed the Contract Documents, and has determined that
they are sufficiently comprehensive and complete as to permit Contractor to build the Project
within the Project Budget and the guaranteed Maximum Price and within the Contract time. Therefore
Contractor acknowledges and agrees that Contractor shall not seek, and Owner shall have no
obligation to agree to, any increase in the Guaranteed Maximum Price, or any extension of the
Contract Time, based upon normal coordination needs of the plans and specifications.

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.

§ 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 and the terms “costs” and “a reasonable allowance for overhead and profit”
as used in Section 7.3.6 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.

§ 6.4 If no specific provision is made in Section 5.1 for adjustment of the Contractor’s Fee in the
case of changes in the Work, or if the extent of such changes is such, in the aggregate, that
application of the adjustment provisions of Section 5.1 will cause substantial inequity to the
Owner or Contractor, the Contractor’s Fee shall be equitably adjusted on the basis of the Fee
established for the original Work, and the Guaranteed Maximum Price shall be adjusted accordingly.

ARTICLE 7 COSTS TO BE REIMBURSED

§ 7.1 COST OF THE WORK

The term Cost of the Work shall mean costs necessarily incurred 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.

§ 7.2.2 Wages or salaries of the Contractor’s supervisory and administrative personnel when
stationed at the site with the Owner’s approval.

(If it is intended that the wages or salaries of certain personnel stationed at the Contractor’s
principal or other offices shall be included in the Cost of the Work, identify in Article 14 the
personnel to be included and whether for all or only part of their time, and the rates at which
their time will be charged to the Work.)

7.2.2.1 Prorated salaries and expenses of the following personnel for that portion of their
time spent working on this Project (regardless of work place); Project Executive, Project
Manager, Project Engineer, Safety Director, Project Accountant and General Superintendent,
including automobile allowances where applicable.

§ 7.2.3 Wages and salaries of the Contractor’s supervisory or administrative personnel engaged, at
factories, workshops or on the road, in expediting the production or transportation of materials or
equipment required for the Work, but only for that portion of their time required for the Work.

§ 7.2.4 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 Sections 7.2.1 through 7.2.3.

7.2.4.1 The Contractor has computed the cost of Workers’ Compensation and other expenses
measured by payroll for all employees, reimbursable under Article 7.2. It is agreed that
the surcharges for these items, to be applied to the base wages for personnel described in
Article 7, shall be 61.53%. It is recognized that minor changes and variation in this
figure can occur, which are difficult or impossible to compute accurately. Therefore, the
surcharges agreed on above shall be used for the duration of the Project.

§ 7.3 SUBCONTRACT COSTS

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

§ 7.3.2 Self-Performed Work – The Contractor will self-perform the structural concrete work for a
Guaranteed lump-sum amount of $4,392,146 . The Contractor has submitted documentation supporting
the Lump Sum amount to allow review by the Owner. The Owner will notify the Contractor if
additional documentation is required.

§ 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.

§ 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, 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, minor repairs and
replacements, dismantling and removal thereof. Rates and quantities of equipment rented shall be
subject to the Owner’s prior approval.

	 	7.5.2.1	 	Rental rates will be the prevailing rates for similar equipment at the location of
the Project.

§ 7.5.3 Costs of removal of debris from the site.

§ 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.

	 	7.5.4.1	 	Cellular phone charges and usage, and maintenance fees.

§ 7.5.5 That portion of the reasonable expenses of the Contractor’s personnel incurred while
traveling in discharge of duties connected with the Work.

§ 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 that can be directly attributed to this
Contract:

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

7.6.2.1 Local business or gross receipts taxes or fees 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.

§ 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 Computers, Data processing supplies and rental rates for computers used by Contractor’s
personnel and related software licensing fees.

§ 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 Legal, mediation and arbitration costs, including attorneys’ fees, other than those arising
from disputes between the Owner and Contractor, reasonably incurred by the Contractor in the
performance of the Work and with 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.

	 	 	 	§ 7.6.10 Preconstruction services not paid for outside of this contract in accordance with
Preconstruction Agreement. The project will be charged a Lump Sum amount of $45,000 for these
costs as a final cost for all remaining Preconstruction services.

§ 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.

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 Sections
7.2.2 and 7.2.3 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 Article 7.

§ 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
and 7.6.6..

§ 8.1.6 Except as provided in Section 7.7.3 of this Agreement, costs due to 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 The following items are not included in the Cost of the Work and shall be paid
directly by the Owner:

Architectural and engineering fees

Cost of all blueprints

Utility deposits and connection fees

Sewer. water, street, or other assessments

Plan check and general building permit and “B” permit fees

Soils Reports and cost of inspection and testing (subject to Article 13.5 of the General
Conditions).

Labor, material and performance bond premiums for the Work

Premiums for Fire Insurance, All-Risk Insurance or Builder’s Risk Insurance

All costs and damage to the Project related to an earthquake

Loan fees or financing costs related to the Owner’s financing of the Project

Sales and Leasing Costs

All utility charges after installation of permanent systems

ARTICLE 9 DISCOUNTS, REBATES AND REFUNDS

§ 9.1 Cash discounts obtained by the Contractor shall accrue to the Owner.

§ 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. . The Owner shall then
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 (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 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.

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 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, 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.

ARTICLE 12 PAYMENTS

§ 12.1 PROGRESS PAYMENTS

§ 12.1.1 Based upon Applications for Payment submitted to the Architect and Owner by the Contractor
and Certificates for Payment issued by the Architect, 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, or as follows:

§ 12.1.3 Provided that an Application for Payment is received by the Architect and Owner not later
than the thirtieth (30th) day of a month, the Owner shall make payment to the Contractor
not later than the twentieth (20th ) day of the following month. If an Application
for Payment is received by the Architect and Owner after the application date fixed above, payment
shall be made by the Owner not later than twenty ( 20 ) days after the Architect and Owner
receives the Application for Payment.

§ 12.1.4 With each Application for Payment, the Contractor shall make available at Contractor’s
office submit payrolls, petty cash accounts, receipted invoices or invoices with check vouchers
attached, and any other evidence required by the Owner or Architect 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.

12.1.4.1 The Contractor will provide Conditional Lien Releases, both its own and those of
subcontractors, with each Payment Request submittal and will provide unconditional lien
releases for payments received.

	 	12.1.4.2	 	Contractor shall provide Release of Lien Bonds to keep the Project free of liens,
provided Owner has paid Contractor for work covered by the recorded lien.

§ 12.1.5 Each Application for Payment shall be based on the most recent schedule of values, as
approved by the Owner submitted by the Contractor 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 shall be shown as a single separate item. The schedule
of values shall be prepared in such form and supported by such data to substantiate its accuracy as
the Architect may require. This schedule, unless objected to by the Architect, 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 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	 	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 if approved in advance by the Owner, suitably stored off
the site at a location agreed upon in writing;

	 	.3	 	add the Contractor’s Fee. 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 Subparagraph, 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;

	 	.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 Architect 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 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.

12.1.8.1 A retention value of ten percent (10%) will be calculated at each line item in the
billing and only the net amount of each line item will be billed and have the Contractor’s
Fee applied. Line items that contain the Contractor’s direct costs, such as General
Conditions, will not have retention withheld. Some, may have retention paid out prior to
final Project completion, and others may have retention percentages less than ten percent
(10%) as approved by the Owner pursuant to Article 10 of this Agreement.

§ 12.1.9 In taking action on the Contractor’s Applications for Payment, the Architect shall be
entitled to rely on the accuracy and completeness of the information furnished by the Contractor
and shall not be deemed to represent that the Architect has made a detailed examination, audit or
arithmetic verification of the documentation submitted in accordance with Section 12.1.4 or other
supporting data; that the Architect has made exhaustive or continuous on-site inspections or that
the Architect has made examinations to ascertain how or for what purposes the Contractor has used
amounts previously paid on account of the Contract. Such examinations, audits and verifications, if
required by the Owner, will be performed by the Owner’s accountants acting in the sole interest of
the Owner.

§ 12.2 FINAL PAYMENT

§ 12.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made
by the Owner to the Contractor when:

	 	.1	 	the Contractor has fully performed the Contract except for the Contractor’s
responsibility to correct Work as provided in Section 12.2.2 of AIA Document A201-1997,
and to satisfy other requirements, if any, which extend beyond final payment; and

	 	.2	 	a final Certificate for Payment has been issued by the Architect.

§ 12.2.2 The Owner’s final payment to the Contractor shall be made no later than 30 days after the
issuance of the Certificate of Occupancy, or as follows:

12.2.2.1 If the contractor’s work is complete, but a Certificate of Occupancy is not
issued, because of administrative delay on the part of the appropriate building authority
not in Contractor’s control, or because of the work of separate contractors at the Project
site in the employ of the Owner or any other reason beyond the control of the Contractor,
then final payment will be made to the Contractor as if there was a Certificate of
Occupancy.

§ 12.2.3 The Owner’s accountants will review and report in writing on the Contractor’s final
accounting within thirty (30) days after delivery of the final Payment Request 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, and provided the other conditions of Paragraph 12.2.1 have
been met, the Owner will, within seven (7) days after receipt of the written report of the Owner’s
accountants, either pay the Contractor, or notify the Contractor in writing of the Owner’s reasons
for withholding payment as provided in Subparagraph 9.5.1 of the General Conditions. The Owner’s
accountants will meet with Contractor prior to the start of said 30-day period to agree on the
level of detail to be provided at the Contractor’s main office for the accountant’s review of the
Project’s Costs.

§ 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 arbitration of the disputed amount without a further decision of the Architect.
Such demand for arbitration shall be made by the Contractor within 30 days after the Contractor’s
receipt of a copy of the Architect’s final Certificate for Payment; failure to demand arbitration
within this 30-day period shall result in the substantiated amount reported by the Owner’s
accountants becoming binding on the Contractor. Pending a final resolution by arbitration, the
Owner shall pay the Contractor the amount not in dispute.

§ 12.2.5 If, subsequent to final payment and at the Owner’s request, the Contractor incurs costs
described in Article 7 and not excluded by Article 8 to correct defective or nonconforming Work,
the Owner shall reimburse the Contractor such costs and the Contractor’s Fee applicable thereto on
the same basis as if such costs had been incurred prior to final payment, but not in excess of the
Guaranteed Maximum Price. If the Contractor has participated in savings as provided in Section 5.2,
the amount of such savings shall be recalculated and appropriate credit given to the Owner in
determining the net amount to be paid by the Owner to 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, except that costs for demobilization will be
considered Cost of the Work and the Contractor’s Fee shall be calculated as noted in 13.2.2.

§ 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;

§ 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 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 and Section 6.4 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 rate stated below, or in the absence thereof, at the legal rate prevailing from time to time
at the place where the Project is located.

(Insert rate of interest agreed upon, if any.)

Interest will be at two (2) points over the Reference Rate, as determined by Bank of
America.

(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.)

Peter Mow

Skechers USA, Inc.

225 South Sepulveda Blvd.

Manhattan Beach, CA 90266

§ 14.4 The Contractor’s representative is:

(Name, address and other information.)

Jeff Simonson

Morley Construction Company

2901 28th Street, Suite 100

Santa Monica, CA 90405

§ 14.5 Neither the Owner’s nor the Contractor’s representative shall be changed without ten days’
written notice to the other party.

§ 14.6 Other provisions:

§14.6.1 Contractor’s License Notice

Contractors are required by law to be licensed and regulated by the Contractor’s’ State License
board which has jurisdiction to investigate complaints against contractors if a complaint
regarding a patent act or omission is filed within four (4) years of the date of the alleged
violation. A complaint regarding a latent act or omission pertaining to structural defects
must be filed with then ten (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. The Contractor is a licensed Contractor under
the laws of the State of California and its License Number is 166461.

ARTICLE 15 ENUMERATION OF CONTRACT DOCUMENTS

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

§ 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 dated      , and are as follows:

	 	 	 	 	 
	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.)

	 	 	 	 	 
	Section

	 	Title
	 	Pages

§ 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.)

	 	 	 	 	 
	Number

	 	Title
	 	Date

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

	 	 	 	 	 
	Number

	 	Date
	 	Pages

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.)

Exhibit “A” – List of Documents

Exhibit “B” – Scope of Work, Qualifications and Exclusions

Exhibit “C” – Budget Line Item Breakdown

Exhibit “D” – (NOT USED)

Exhibit “E” – Insurance Requirements

Exhibit “F”- Construction Schedule

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.)

	 	 	 
	Type of insurance

	 	Limit of liability ($ 0.00)

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.

	 	 	 
	/s/ Peter Mow	 	/s/ Charles Muttillo
	OWNER (Signature)

	 	CONTRACTOR (Signature)
	 
	 	 
	Peter Mow

Senior Vice President of

Real Estate & Construction

	 	

Charles Muttillo

Vice President
	 

	 	 
	 
	 	 
	(Printed name and title)

	 	(Printed name and title)
	 
	 	 

2

EXHIBIT “A”

LIST OF DOCUMENTS

	 	 	 	 	 	 	 	 	 	 	 	 	 
	SKECHERS	 	 	 	 	 	 	 	 	 	MORLEY
	 	 	 	 	 	 	 	 	 	 	CONSTRUCTION COMPANY
	330 S. Sepulveda Blvd., Manhattan Beach, CA 90266	 	 	 	 	 	2901	28th Street, Suite 100 Santa Monica, CA 90405
	 	 	 	 	 	 	 	 	 	 	PHONE: 310-399-1600 FAX: 310-314-7347
	 	 	 	 	 	 	 	 	 	 	Date: August 24, 2005
	Sheet No.	 	Description	 	Date	 	Producer
	ARCHITECTURAL DRAWINGS
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	A-1.0
	 	COVER SHEET
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-1.1
	 	PROJECT NOTES
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-1.2
	 	GENERAL NOTES
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-1.3
	 	ACCESSIBILITY NOTES
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-1.4
	 	ACCESSIBILITY NOTES
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-1.5
	 	ACCESSIBILITY NOTES
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-1.6
	 	ACCESSIBILITY NOTES
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-2.0
	 	SURVEY
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-3.1
	 	PARKING LEVEL P-3 PLAN
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-3.2
	 	PARKING LEVEL P-2 PLAN
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-3.3
	 	PARKING LEVEL P-1 PLAN
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-3.4
	 	GROUND FLOOR / SITE PLAN
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-3.5
	 	SECOND FLOOR PLAN
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-3.6
	 	THIRD FLOOR PLAN
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-3.7
	 	ROOF PLAN
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-3.8
	 	GROUND FLOOR REFLECTED CEILING PLAN
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-3.9
	 	SECOND FLOOR REFLECTED CEILING PLAN
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-3.10
	 	THIRD FLOOR REFLECTED CEILING PLAN
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-4.1
	 	WEST & EAST EXTERIOR ELEVATIONS
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-4.2
	 	SOUTH & NORTH EXTERIOR ELEVATIONS
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-4.3
	 	BUILDING SECTIONS
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-4.4
	 	BUILDING SECTIONS
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-5.1
	 	WALL SECTIONS
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-5.2
	 	WALL SECTIONS
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-5.3
	 	WALL SECTIONS
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-5.4
	 	WALL SECTIONS
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-5.5
	 	WALL SECTIONS
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-5.6
	 	WALL SECTIONS
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-5.7
	 	WALL SECTIONS
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-6.1
	 	SITE, GARAGE & EXTERIOR DETAILS
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-6.2
	 	 	 	 	 	not received
	 	 	 	 
	A-7.1
	 	ENLARGED BATHROOM PLANS & ELEVATIONS
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-8.1
	 	ENLARGED STAIR 1 PLANS, SECTIONS, & DETAILS
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-8.2
	 	ENLARGED STAIR 2 PLANS, SECTIONS, & DETAILS
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-8.3
	 	STAIR DETAILS AND NOTES
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-8.4
	 	ENLARGED ELEVATOR & ELEVATOR LOBBY PLANS
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-9.1
	 	INTERIOR DETAILS
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-10.1
	 	DOOR AND WINDOW SCHEDULES & NOTES
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-10.2
	 	FINISH SCHEDULE & NOTES
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	A-10.3
	 	WALL TYPES
	 	 	05/31/05	 	 	DAVID FORBES HIBBERT, AIA

	CIVIL DRAWINGS
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	C0.01
	 	TITLE SHEET
	 	 	11/07/03	 	 	KPFF CONSULTING ENGINEERS

	C1.01
	 	GRADING PLAN
	 	 	11/07/03	 	 	KPFF CONSULTING ENGINEERS

	C2.01
	 	UTILITY PLAN
	 	 	11/07/03	 	 	KPFF CONSULTING ENGINEERS

	STRUCTURAL DRAWINGS
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	S0.1
	 	GENERAL NOTES
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S1.1
	 	DETAILS, SCHEDULES AND NOTES
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S1.2
	 	DETAILS
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S1.3
	 	DETAILS
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S1.4
	 	DETAILS
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S1.5
	 	DETAILS
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S1.6
	 	DETAILS
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S1.7
	 	DETAILS
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S2.1
	 	P-3 AND FOUNDATION PLAN	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S2.1A
	 	P-3 NORTH / SOUTH (PORTION) SLAB REINFORCING PLAN	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S2.1B
	 	P-3 EAST / WEST (PORTION) SLAB REINFORCING PLAN	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S2.2
	 	P-2 FRAMING PLAN	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S2.2A
	 	P-2 NORTH / SOUTH SLAB REINFORCING PLAN	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S2.2B
	 	P-2 EAST / WEST SLAB REINFORCING PLAN	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S2.3
	 	P-1 FRAMING PLAN	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S2.3A
	 	P-1 NORTH / SOUTH SLAB REINFORCING PLAN	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S2.3B
	 	P-1 EAST / WEST SLAB REINFORCING PLAN	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S2.4
	 	GROUND FLOOR FRAMING PLAN
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S2.4A
	 	GROUND FLOOR NORTH / SOUTH SLAB REINFORCING PLAN
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S2.4B
	 	GROUND FLOOR EAST / WEST SLAB REINFORCING PLAN
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S2.5
	 	SECOND FLOOR FRAMING PLAN
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S2.5A
	 	SECOND FLOOR NORTH / SOUTH SLAB REINFORCING PLAN
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S2.5B
	 	SECOND FLOOR EAST / WEST SLAB REINFORCING PLAN
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S2.6
	 	THIRD FLOOR FRAMING PLAN
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S2.6A
	 	THIRD FLOOR NORTH / SOUTH SLAB REINFORCING PLAN
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S2.6B
	 	THIRD FLOOR EAST / WEST SLAB REINFORCING PLAN
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S2.7
	 	ROOF FRAMING PLAN
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S2.7A
	 	ROOF NORTH / SOUTH SLAB REINFORCING PLAN
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S2.7B
	 	ROOF EAST / WEST SLAB REINFORCING PLAN
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S3.1
	 	CONCRETE FOOTING SCHEDULE, DETAILS
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S3.2
	 	WEST & EAST WALL ELEVATIONS
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S3.3
	 	SOUTH & NORTH WALL ELEVATIONS
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S4.1
	 	CONCRETE COLUMN SCHEDULE, DETAILS
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S5.1
	 	CONCRETE BEAM SCHEDULE, DETAILS
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S6.1
	 	FRAME ELEVATIONS
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S6.2
	 	FRAME ELEVATIONS
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S6.3
	 	TYPICAL REINFORCEMENT DETAILS
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S7.1
	 	DETAILS
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S7.2
	 	DETAILS
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	S7.3
	 	DETAILS
	 	 	04/15/05	 	 	ROBERT ENGLEKIRK CONSULTING STRUCTURAL ENGINEERS, INC.

	MECHANICAL DRAWINGS
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	M-1.0
	 	LEGEND, ABBREVIATIONS AND AIR DEVICE SCHEDULE
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	M-1.1
	 	HVAC SCHEDULES
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	M-1.2
	 	HVAC SCHEDULES
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	M-2.1
	 	GROUND FLOOR PLAN
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	M-2.2
	 	SECOND FLOOR PLAN
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	M-2.3
	 	THIRD FLOOR PLAN
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	M-2.4
	 	SITE / ROOF PLAN
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	M-2.5
	 	PARKING LEVEL P-1 PLAN
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	M-2.6
	 	PARKING LEVEL P-2 PLAN
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	M-2.7
	 	PARKING LEVEL P-3 PLAN
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	M-2.8
	 	BELOW PARKING LEVEL P-3 PLAN
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	M-5.0
	 	DETAILS 1
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	M-5.1
	 	DETAILS 2
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	M-5.2
	 	DETAILS 3
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	M-6.0
	 	CONDENSER / HEATING WATER PIPING RISER DIAGRAM
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	M-6.1
	 	CONTROL DIAGRAMS - 1
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	M-6.2
	 	CONTROL DIAGRAMS - 2
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	M-6.3
	 	CONTROL DIAGRAMS - 3
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	M-6.4
	 	CONTROL POINTS LIST - 1
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	M-7.0
	 	TITLE 24 - 1
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	M-7.1
	 	TITLE 24 - 2
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	PLUMBING DRAWINGS
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	P-1.0
	 	PLUMBING SYMBOLS, ABBREVIATIONS, SCHEDULES AND
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	 
	 	SPECIFICATIONS
	 	 	 	 	 	 	 	 
	P-2.0
	 	PARKING LEVEL P-3 PLUMBING PLAN
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	P-3.0
	 	PARKING LEVEL P-3 PLUMBING PLAN
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	P-4.0
	 	PARKING LEVEL P-2 PLUMBING PLAN
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	P-5.0
	 	PARKING LEVEL P-1 PLUMBING PLAN
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	P-6.0
	 	GROUND FLOOR PLUMBING PLAN
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	P-7.0
	 	SECOND FLOOR PLUMBING PLAN
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	P-8.0
	 	THIRD FLOOR PLUMBING PLAN
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	P-9.0
	 	ROOF PLUMBING PLAN
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	P-10.0
	 	PLUMBING DETAILS
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	P-11.0
	 	PLUMBING DETAILS
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	P-12.0
	 	PLUMBING RISER DIAGRAM
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	P-13.0
	 	PLUMBING RISER DIAGRAM
	 	 	04/29/05	 	 	DAVID FRUCHTMAN & ASSOC., INC.

	ELECTRICAL DRAWINGS
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	E-1
	 	SITE PLAN
	 	 	05/25/05	 	 	G&W CONSULTING ELECTRICAL ENGINEERS
	E-2
	 	ELECTRICAL SYMBOLS, NOTES & FIXTURE SCHEDULE
	 	 	05/25/05	 	 	G&W CONSULTING ELECTRICAL ENGINEERS
	E-3
	 	GROUND FLOOR LIGHTING PLAN
	 	 	05/25/05	 	 	G&W CONSULTING ELECTRICAL ENGINEERS
	E-3.1
	 	GROUND FLOOR POWER PLAN
	 	 	05/25/05	 	 	G&W CONSULTING ELECTRICAL ENGINEERS
	E-4
	 	SECOND FLOOR LIGHTING & POWER PLAN
	 	 	05/25/05	 	 	G&W CONSULTING ELECTRICAL ENGINEERS
	E-5
	 	THIRD FLOOR LIGHTING & POWER PLAN
	 	 	05/25/05	 	 	G&W CONSULTING ELECTRICAL ENGINEERS
	E-6
	 	ROOF PLAN
	 	 	05/25/05	 	 	G&W CONSULTING ELECTRICAL ENGINEERS
	E-7
	 	PARKING LEVEL P-1 LIGHTING & POWER PLAN
	 	 	05/25/05	 	 	G&W CONSULTING ELECTRICAL ENGINEERS
	E-8
	 	PARKING LEVEL P-2 LIGHTING & POWER PLAN
	 	 	05/25/05	 	 	G&W CONSULTING ELECTRICAL ENGINEERS
	E-9
	 	PARKING LEVEL P-3 LIGHTING & POWER PLAN
	 	 	05/25/05	 	 	G&W CONSULTING ELECTRICAL ENGINEERS
	E-10
	 	SINGLE LINE RISER DIAGRAM
	 	 	05/25/05	 	 	G&W CONSULTING ELECTRICAL ENGINEERS
	E-11
	 	DETAILS
	 	 	05/25/05	 	 	G&W CONSULTING ELECTRICAL ENGINEERS
	E-11.1
	 	LIGHTING CONTROL WIRING DIAGRAM
	 	 	05/25/05	 	 	G&W CONSULTING ELECTRICAL ENGINEERS
	E-12
	 	ENLARGED PLANS
	 	 	05/25/05	 	 	G&W CONSULTING ELECTRICAL ENGINEERS
	E-12.1
	 	ENLARGED PLANS
	 	 	05/25/05	 	 	G&W CONSULTING ELECTRICAL ENGINEERS
	E-13
	 	PANEL SCHEDULES
	 	 	05/25/05	 	 	G&W CONSULTING ELECTRICAL ENGINEERS
	E-14
	 	PANEL SCHEDULES
	 	 	05/25/05	 	 	G&W CONSULTING ELECTRICAL ENGINEERS
	E-15
	 	PANEL SCHEDULES
	 	 	05/25/05	 	 	G&W CONSULTING ELECTRICAL ENGINEERS
	E-16
	 	TITLE - 24 CALCULATIONS
	 	 	05/25/05	 	 	G&W CONSULTING ELECTRICAL ENGINEERS
	SHORING DRAWINGS
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	SH-1
	 	EXCAVATION AND SHORING PLAN
	 	 	08/02/05	 	 	BURNETT & YOUNG, INC.

	SH-2
	 	GENERAL NOTES AND SCHEDULE
	 	 	08/02/05	 	 	BURNETT & YOUNG, INC.

	SH-3
	 	TYPICAL DETAILS
	 	 	08/02/05	 	 	BURNETT & YOUNG, INC.

	SH-4
	 	ELEVATIONS
	 	 	08/02/05	 	 	BURNETT & YOUNG, INC.

	SH-5
	 	ELEVATIONS
	 	 	08/02/05	 	 	BURNETT & YOUNG, INC.

	SH-6
	 	SECTIONS
	 	 	08/02/05	 	 	BURNETT & YOUNG, INC.

	LANDSCAPE DRAWINGS
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	L-001
	 	 	 	 	 	not received
	 	 	 	 
	L-101
	 	 	 	 	 	not received
	 	 	 	 
	L-201
	 	 	 	 	 	not received
	 	 	 	 
	L-301
	 	 	 	 	 	not received
	 	 	 	 
	L-302
	 	 	 	 	 	not received
	 	 	 	 
	L-303
	 	 	 	 	 	not received
	 	 	 	 
	L-401
	 	 	 	 	 	not received
	 	 	 	 
	L-501
	 	 	 	 	 	not received
	 	 	 	 
	L-502
	 	 	 	 	 	not received
	 	 	 	 
	L-601
	 	 	 	 	 	not received
	 	 	 	 
	L-701
	 	 	 	 	 	not received
	 	 	 	 
	OFFSITE IMPROVEMENTS DRAWINGS
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	(SEPULVEDA BLVD. IMPROVEMENTS — STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION)
	 	 	 	 	 	 	 	 
	- — - -
	 	TITLE SHEET
	 	 	3/03	 	 	CALTRANS

	X-1
	 	CROSS SECTIONS
	 	 	3/03	 	 	CALTRANS

	L-1
	 	LAYOUT
	 	 	3/03	 	 	CALTRANS

	C-1
	 	CONSTRUCTION DETAILS AND PROFILES
	 	 	3/03	 	 	CALTRANS

	U-1
	 	UTILITY PLAN
	 	 	3/03	 	 	CALTRANS

	E-1
	 	TRAFFIC SIGNAL
	 	 	05/23/03	 	 	 	 	 
	S-1
	 	SIGNING AND PAVEMENT DELINEATION
	 	NONE
	 	 	 	 
	(KUHN DRIVE IMPROVEMENTS —  CITY OF MANHATTAN BEACH, DEPARTMENT OF PUBLIC WORKS)
	 	 	 	 	 	 	 	 
	- — - -
	 	TITLE SHEET
	 	 	01/14/03	 	 	CITY OF MANHATTAN BEACH

	- — - -
	 	PLAN AND PROFILE SHEET
	 	 	01/14/03	 	 	CITY OF MANHATTAN BEACH

	(LONGFELLOW DRIVE IMPROVEMENTS —  CITY OF MANHATTAN BEACH, DEPARTMENT OF PUBLIC WORKS)
	 	 	 	 	 	 	 	 
	- — - -
	 	TITLE SHEET
	 	 	01/14/03	 	 	CITY OF MANHATTAN BEACH

	- — - -
	 	PLAN AND PROFILE SHEET
	 	 	01/14/03	 	 	CITY OF MANHATTAN BEACH

	- — - -
	 	STREET LIGHTING
	 	 	01/14/03	 	 	CITY OF MANHATTAN BEACH

	SOILS REPORT
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	SOILS INVESTIGATION
	 	 	07/11/00	 	 	NORCAL ENGINEERING

	 
	 	TEMPORARY SHORING RECOMMENDATIONS LETTER
	 	 	07/26/00	 	 	NORCAL ENGINEERING

	 
	 	ADDENDUM NO. 1 LETTER
	 	 	07/31/00	 	 	NORCAL ENGINEERING

	 
	 	TIEBACK ANCHOR DESIGN RECOMMENDATIONS LETTER
	 	 	07/31/00	 	 	NORCAL ENGINEERING

	 
	 	ADDENDUM FOUNDATION DESIGN RECOMMENDATIONS LETTER
	 	 	08/14/00	 	 	NORCAL ENGINEERING

	 
	 	UPDATED GEOTECHNICAL ENGINEERING REPORT LETTER
	 	 	02/05/01	 	 	NORCAL ENGINEERING

	 
	 	UPDATED TEMPORARY SHORING RECOMMENDATIONS LETTER
	 	 	09/20/01	 	 	NORCAL ENGINEERING

	 
	 	UPDATED SOILS INVESTIGATION LETTER
	 	 	09/22/03	 	 	NORCAL ENGINEERING

	 
	 	REVIEW OF STRUCTURAL PLANS LETTER
	 	 	09/22/03	 	 	NORCAL ENGINEERING

	 
	 	FINAL SHORING DESIGN CRITERIA LETTER
	 	 	07/01/05	 	 	NORCAL ENGINEERING

3

EXHIBIT “B”

SCOPE OF WORK, QUALIFICATIONS AND EXCLUSIONS

Qualifications August 24, 2005

The following qualifications will apply to Scope of Work and supercede information outlined in the

Drawings:

GENERAL

	 	1.	 	Estimate is based on construction starting by September 1, 2005.

	 	2.	 	Escalation after September 1st, 2005 is excluded.

	 	3.	 	RFI #1 responses and addendum #1 issued by David Forbes Hibbert, AIA, dated June 23, 2005 has
been included.

	 	4.	 	Any acoustical analysis or acoustical engineering is excluded.

	 	5.	 	Exterior glass walls of stair shafts are not figured as 2-HR construction.

	 	6.	 	The 2nd floor walls along floor opening to 1st floor lobby are figured
as wall Type S1.

	 	7.	 	1st floor wall between Entry Court and Office 104 is figured as wall Type S8.

	 	8.	 	The wall between Fan Rooms 116a and 116b is figured as Type S1.

DEWATERING

	 	1.	 	An allowance for labor, equipment and material of $25,000 is included for
temporary construction dewatering resulting from rain and/or ground conditions.

DEMOLITION

	 	1.	 	Unforeseen basements, substructures, or buried objects are excluded.

SHORING

	 	1.	 	Shoring is based upon shoring drawings dated 7/30/05 and 8/2/05. Any corrections or
deviations, required by Cal Trans, City of Manhattan Beach, or other governing agencies have
been excluded.

	 	2.	 	Owner to obtain tie-back permission at all property lines.

	 	3.	 	Tie-back rod removal will consist of removal of top row of tie-backs for the shoring along
Kuhn Drive and Longfellow Drive. Removals on Kuhn Drive and Longfellow Drive are limited to
the removal of the unbonded rod only per shoring design drawings. Any and all other tie-backs
on these elevations will be de-tensioned and left in place.

	 	4.	 	Tie-back rod removal on Sepulveda Blvd. and the north elevation will per shoring design
drawings.

	 	5.	 	Cost for lagging pressure monitoring is not included.

EARTHWORK

	 	1.	 	Sand, gravel, and vapor barrier underneath garage slab-on-grade is excluded.

SITE UTILITIES

	 	1.	 	Removal of overhead power lines along Sepulveda and across Kuhn is excluded. Owner to pay
fee to SCE for relocation of power lines and any other utilities located on power poles.

	 	2.	 	Re-routing of any existing underground utilities is excluded.

SITE CONCRETE

	 	1.	 	Colored concrete pavement is figured at Entry Court.

	 	2.	 	Standard grey concrete pavement is figured at the Mechanical Court.

LANDSCAPING

	 	1.	 	An allowance for labor, equipment and material of $113,055 is included for of
all planting (shrubs and trees), irrigation, planter fill, pots, site furnishings, for both on
and off site locations.

	 	2.	 	No provisions or devices for reclaimed water are included.

FOUNTAINS

	 	1.	 	No fountains or water features are included.

CAST-IN-PLACE CONCRETE

	 	1.	 	Footing elevations are assumed for the unmarked footings. Two F9 footings on gridlines B&C
are assumed to be at +176.77, F16 is at +181.99, F15 is at 185.3, F14 is at +185.1, F2 on
gridline 3 is at +185.77, F2 on gridline 4 is at +186.76

	 	2.	 	F2 on gridline 5 is at +181.86, and F1 on gridline 6 is at +181.36.

	 	3.	 	CMU walls are assumed for the elevator shaft per sheet S2.1.

	 	4.	 	Interior wall on S2.1 is calculated with an 8” thickness.

	 	5.	 	S2.3 Ramp walls are 42” high and 6” thick per drawing A10.3.

	 	6.	 	On S2.4 intake air shaft walls are assumed to be 8” thick.

	 	7.	 	Ramp walls on S2.4 are assumed to be 6” thick.

	 	8.	 	The wall on grid line B is figured from the architectural plans to extend from gridline 5 to
9 and is assumed to be 8” thick.

	 	9.	 	Built-up Concrete slabs are designed per Details on S7.2 and S7.3. The slab thickness is
measured to be 4”.

	 	10.	 	The steps on grid F are assumed to have a rise of 6” and a width of 3’.

	 	11.	 	The wall on gridline 2 on A3.5 is assumed to have a thickness of 12”.

	 	12.	 	On S2.6 the 8” wall is assumed to extend to the edge of the window on gridline 2 at C.2.

	 	13.	 	The ready mix prices are based on normal shrinkage of 0.05%-0.055%.

	 	14.	 	Column blockouts depth is to top of grade not top of footing.

	 	15.	 	Waterstop is not included around columns at footings.

	 	16.	 	On Gridline 5:A-B an 8” concrete wall is added per the Architectural drawing A3.4 &A3.5.

	 	17.	 	The detail A5.6 that is referenced from A3.4 depicts a retaining wall that is not shown on
the structural drawings. This wall is included and assumed to be 4’ high and 58’ long with a
thickness of 10”.

	 	18.	 	The retaining wall on Gridline G is assumed to be 8” thick and is referenced from A3.4.

	 	19.	 	All metal decks have a hard rock concrete fill.

	 	20.	 	The perimeter wall around the roof depicted on A4.3 is figured to be 1.5’ tall and 6” thick
the            exterior face is sacked and the interior is touched-up.

	 	21.	 	Thickening of slabs over pad footings has been excluded.

	 	22.	 	White, colored or architectural concrete has been excluded.

	 	23.	 	Sawcutting of curbs for reglets as shown on 5/A6.2 has been excluded.

	 	24.	 	Any sandblast finish and colored concrete has been excluded.

	 	25.	 	Touch-up and sacking is included at exterior exposed concrete surfaces such as walls, columns
and beams.

	 	26.	 	Sacking at interior ceilings has been excluded.

	 	27.	 	Exterior exposed cast-in-place planter walls to receive tough-up, sacking along with
patterned tie-holes.

	 	28.	 	Touch-up, sacking and patterned tie-holes is included at all exterior exposed cast-in-place
walls.

	 	29.	 	Sealing of any concrete walls or columns is not included.

	 	30.	 	Sealing of concrete floors in all parking, ramp, and drive aisle areas of garage is excluded.
Sealing of floors in utility rooms is provided per the finish schedule.

	 	31.	 	Structural concrete work is to be performed by Morley Construction Company for a lump sum
amount of $4,392,146.00.

SHOTCRETE

	 	1.	 	Stem walls located over perimeter footings, per typical detail 3/S3-1 are shotcrete.

	 	2.	 	Pilaster / columns located within perimeter foundation walls are shotcrete.

	 	3.	 	Shotcrete walls are figured with a rod finish.

REINFORCING STEEL

	 	1.	 	No rebar couplers at raker pockets are included.

MASONRY

	 	1.	 	Precast cap at site retaining walls is excluded.

	 	2.	 	Garage non-bearing masonry walls are figured as 42” high masonry walls with metal stud and
drywall to the underside of the deck above.

MISCELLANEOUS METALS

	 	1.	 	An allowance for labor, equipment and material of $35,000 is included for the
stainless steel “Ridge” canopy by Cambridge Architectural Mesh at the Sepulveda Blvd.
elevation.

	 	2.	 	The stair stringers, guard rails, and hand rails to be galvanized, primed and painted.

	 	3.	 	Site railing on the west side of the building are figured as stainless steel. Glass is
included at the shaded portion of the guardrail on west elevation 1/A-4.1.

	 	4.	 	All other steel to be shop primed and field paint.

	 	5.	 	Column corner guards are not included.

	 	6.	 	Bicycle racks are excluded.

EXPANSION JOINT

	 	1.	 	No expansion joints are included.

COUNTER TOPS

	 	1.	 	Midrange priced granite is figured for the counter tops.

ROOFING

1. Roofing is figured with a standard 10 year warrantee.

WATERPROOFING

	 	1.	 	The unspecified waterproofing material is assumed to be as follows:

	 	a.	 	Below Grade Waterproofing – Perimeter wall and elevator pits; is Tremco / Paraseal
sheet Bentonite, and associated mastics, water stops, Tremdrain drainage board and total
drain system, termination bar and sealant.

	 	b.	 	Between Slab Waterproofing – Podium Deck and Planters; is Tremco Vulkem 201 Cold Fluid
Applied waterproofing and Trem Drain 1000 drainage board.

	 	c.	 	Roof Deck Waterproofing – Roof Decks on 2nd Floor and Cooling Tower #309;
Merkote Weather Deck System.

	 	d.	 	Loading Space ramp and drive and the Entry/Exit ramp off Sepulveda – Tremco elastomeric
traffic coating.

	 	2.	 	All waterproofing products come with a standard 5-year warranty.

	 	3.	 	No traffic coating is provided for the garage entry/exit ramp on Longfellow as there is no
trench drain at this ramp.

INSULATION

	 	1.	 	Insulation at exterior soffits with floors above is excluded.

	 	2.	 	Floor insulation above garage is excluded

	 	3.	 	No safing is included at roof level.

SHEET METAL

	 	1.	 	Sawcutting for flashing is excluded.

	 	2.	 	Stainless steel exterior wall panels are figured with a brushed finish.

DOORS & FRAMES

	 	1.	 	The hollow metal frames throughout the project are figured as 16GA. The parking level and
exterior frames are figured with A60 galvanizing. Exterior frames at Mechanical Court are
figured as stainless steel. Interior frames are figured as cold rolled steel.

	 	2.	 	The hollow metal doors throughout the project are figured as 18 GA. The parking level,
exterior, and utility room hollow metal doors are figured with A60 galvanizing. All interior
doors are figured as cold rolled steel.

	 	3.	 	The SC wood doors throughout the project are figured as plain-sliced natural maple, “A” grade
veneer, 5-ply construction. Wood doors are figured with a standard factory prefinish.

COILING DOORS

	 	1.	 	An allowance for labor, equipment and material of $30,000 is included for
coiling grilles at parking garage entries (2 locations), loading dock entries (2 locations)
and one separation door between the Ground and P1 level.

GLAZING/CURTAIN WALLS

	 	1.	 	The curtain wall framing is based on USAC 3250 series framing for 1” glass with a section
dimension of 2-1/2” x 7”. This is limited to the opening above the parking garage drive along
grid E and the main lobby – terrace area between grids 5 and 7.

	 	2.	 	The storefront framing is based on USAC OS-2 series 2”x6” offset stacking system 1” glass.

	 	3.	 	Non-rated narrow stile aluminum offset hung doors at door #101, 104a, and 110a. Doors will
be prepped and installed with manufacturer standard hardware where ever possible in accordance
with the hardware schedule noted on sheet A-10.1.

	 	4.	 	Door #110b is based on a NanaWall series SL45 inline commercial bi-folding door system in
lieu of the noted SL-70. The SL is a hurricane door and is not required for the project
location. Top hung mounted, outside swinging, (4) single lite doors, one point lockable
deadbolt with lever handles on the inside and outside aluminum finish, painted finish to
closely match storefront frames.

	 	5.	 	1/2” clear tempered style P all glass entrance doors at door #103a prepped and install with
Dorma BTS80BF floor closers, standard bottom rail locks. An allowance of
$1,000 has been applied to this project for Forms and Surface pulls specified but not
clearly noted on sheet A-10.1.

	 	6.	 	Fleetwood project out windows, or equal, as noted on the drawings with standard friction
hardware.

	 	7.	 	FX1454, 1-1/2” deep, extruded aluminum louvers where noted in a storefront frame, total of 9
locations. Louvers will have a factory painted finish to match the storefront frames.
Excludes the projected louver assembly along grid line 2 between grids E and F.

	 	8.	 	Finish for all storefront/curtain wall frames to be 70% kynar, custom color, non-exotic,
non-XL, non metallic.

	 	9.	 	System design is based on 70 mph wind city velocity, exposure C, deflection limit of L/175
not to exceed 3/4”. Steel reinforcement as required is included to meet this design criteria.

	 	10.	 	Vision glass is based on using 1 inch insulated glass units consisting of Visteon Versalux
Green 2000 as follows: 1/4” Versalux Green 2000 – 1/2” clear Argon filled space – 1/4” clear
tempered as required to meet code.

	 	11.	 	Spandrel glass will be non-insulated Visteon Versalux Blue 2000 tempered glass.

	 	12.	 	1/4” polished Misco wire glass with a UL label at door type X and W.

	 	13.	 	Compliance with title 24 has not been confirmed.

	 	14.	 	Screens have not been figured on the operable windows.

	 	15.	 	The Terrace windscreen is figured with standard pattern glass.

FINISH HARDWARE

	 	1.	 	Hinges are figured as McKinney 5 knuckle.

	 	2.	 	Interior latches and locks are figured as Schlage “D” series heavy duty cylindrical locks
with 626 dull chrome finish.

	 	3.	 	Exterior locks are figured as Schlage “L” series mortise locks with 626 dull chrome finish.

	 	4.	 	Panic devices are figured as Von Duprin 98 series.

	 	5.	 	Closers are figured as LCN 4041 series.

	 	6.	 	Miscellaneous items by Ives, Trimco, and Pemko.

	 	7.	 	Finish on exterior hinges and kickplates figured as 630 stainless steel.

PLASTER, DRYWALL, METAL FRAMING

	 	1.	 	Vertical built-out furring of metal studs and drywall are figured behind the spandrel glass
at the curtainwall.

	 	2.	 	Fireproofing of structural steel members is included.

	 	3.	 	An allowance for labor, equipment and material of $43,715 is included for the
suspended stainless steel soffit by “Hunter Douglas” at the building main entry lobby. The
suspended stainless steel soffit at the loading dock is excluded.

	 	4.	 	Core and shell corridor and lobby walls, ceilings, shafts, etc. are not included.

	 	5.	 	Studs in partition Type S7a are figured as 20 GA in lieu of 16 GA.

	 	6.	 	Orange peel drywall finish is provided in restrooms. All other locations to receive level 4
finish.

	 	7.	 	No plaster work is included.

TILE

	 	1.	 	Stone base and wainscot is figured to meet the stone floor square. No coved base is
included.

FLOORING

	 	1.	 	The “Lonseal” stair tread flooring and associated base products are no longer being
manufactured, “Burke” Roleau Treads and 4” rubber base have been provided, in lieu specified.

	 	2.	 	Sheet vinyl treads at Stair Nos. 1 and 2 are excluded.

PAINTING

	 	1.	 	Exposed ductwork, pipe, conduit, hangers, etc. are unpainted.

	 	2.	 	Anti graffiti coating is not included.

MISCELLANEOUS SPECIALTIES

	 	1.	 	Parking access control equipment (card readers, access control arms, etc.) is excluded.
Concrete curbs/islands will be provided per plans.

	 	2.	 	Window treatment is excluded.

	 	3.	 	Window washing equipment is excluded.

SIGNAGE

	 	1.	 	An allowance for labor, equipment and material of $13,000 for code signage is
included.

	 	2.	 	An allowance for labor, equipment and material of $75,000 for the “Skechers”
and the building address signage is included.

	 	3.	 	Signage in the garage and office building, other than code signage, are excluded.

ELEVATORS

	 	1.	 	An allowance for labor, equipment and material of $20,000 is included for the
“Swirl” laminated glass manufactured by Bendheim at the backside of the elevator cab.

	 	2.	 	The elevators are figured as 3500 lb. capacity with hydraulic rams.

	 	3.	 	The speed is 125 fpm.

	 	4.	 	The elevator price includes 3 months of maintenance.

PLUMBING

	 	1.	 	An allowance for labor, equipment and material of $16,000 is included for of
all planter drain bodies and associated piping not indicated on the drawings

	 	2.	 	Foundation drainage is figured around the perimeter of the garage only.

	 	3.	 	Pre-cast sump pit, sewer ejector pit and valve box have been provided in lieu of cast in
place concrete.

FIRE SPRINKLER

	 	1.	 	The fire sprinkler system in the office area is figured for light hazard occupancy.

	 	2.	 	The fire sprinkler system in the parking area is figured for ordinary hazard occupancy.

	 	3.	 	Quick response recessed type heads with white factory finish are figured at all areas with
finished ceiling.

	 	4.	 	Standard brass upright or pendant type heads are figured at all exposed ceiling areas in the
office or the garage.

	 	5.	 	Concealed heads with painted or brushed chrome covers are figured at stainless steel soffits.

HVAC

	 	1.	 	The mechanical shaft at gridlines D & 9 on the third floor is omitted. The shaft will end at
the underside of the third floor deck.

ELECTRICAL

	 	1.	 	An allowance for labor, equipment and material of $25,000 is included for a
security system.

	 	2.	 	An allowance for labor, equipment and material of $10,000 is included for
landscape lighting.

	 	3.	 	An allowance for labor, equipment and material of $20,000 is included for
proposed Southern California Edison vault lighting, power receptacles, grounding, fans, etc.
specific to SCE requirements. (note: subject scope not identified on electrical or HVAC plans)

	 	4.	 	Conduit only is provided, from street to main telephone room, for telephone and cable TV. No
telephone, data, or cable TV cabling or termination is included.

	 	5.	 	Locations of devices for fire-life-safety system to be per design-build drawings in lieu of
locations shown on electrical drawings.

	 	6.	 	Bi-amplified antenna system in garage per Manhattan Beach Police Department requirements is
excluded. Costs for electrical rough-in, structural reinforcement for mounting, etc. are also
excluded.

ALTERNATES

The following items are currently in review by consultants. If approved, the contractor will issue
deductive change orders for the following values.

	 	 	 	 	 	 	 	 	 	 	 	 	 
	1.	 	Provide masonry barrier wall for garage ramp from ground floor to P-1 level in lieu of cast-in-place concrete wall.
	 	 	($19,650	)
	2.
	 	Reduce roof slab thickness by two (2) inches.
	 	 	($11,257	)	 	 	 	 
	3.	 	Provide saw cut in lieu of diamond block-out for column bases at slab-on-grade.($5,600)
	 	 	 	 
	4.
	 	Reduce shotcrete wall thickness by one and one-half (1 1/2) inches.
	 	 	($6,250	)	 	 	 	 
	5.
	 	Omit sheet metal cover and insulation at walls and ceiling of fan room.
	 	 	($18,365	)	 	 	 	 

4

Exclusions August 24, 2005

The following items are excluded from the Scope of Work:

GENERAL

	 	1.	 	Permits, permit fees, plan check fees, B permit costs, grading permits, Shoring permit, AQMD
permit, Army Corps of Engineers permits, California Department of Fish and Game permits, and
Cal Trans permits.

	 	2.	 	Cost for Cal Trans tie-back removal bond.

	 	3.	 	Cal Trans and City of Manhattan Beach plan check corrections for shoring (not reflected on
current shoring drawings dated 7/30/2005 and 8/2/2005)

	 	4.	 	Testing and Inspections.

	 	5.	 	Soft Costs.

	 	6.	 	Traffic study fees & School fees.

	 	7.	 	Utility connection charges, assessment fees, meter fees, and fire hydrant fees.

	 	8.	 	Fire pump and fire tank (if required).

	 	9.	 	Re-routing or relocation of overhead utility lines along Sepulveda Blvd.

	 	10.	 	Removal of hazardous or contaminated materials and asbestos.

	 	11.	 	Removal of contaminated soil or existing debris encountered during excavation.

	 	12.	 	Drying of wet soils.

	 	13.	 	Temporary utility consumption costs following permanent meter installation.

	 	14.	 	Owner’s or leasing trailer, offices, and equipment.

	 	15.	 	Marketing fence. (Plywood fence is included along Sepulveda Blvd., Kuhn Drive and Longfellow
Drive Property Lines).

	 	16.	 	Methane and all other gas monitoring and mitigation.

	 	17.	 	Water purification system.

	 	18.	 	FF&E items.

	 	19.	 	Trash bin or compactor equipment.

	 	20.	 	Prevailing wages.

	 	21.	 	Monitoring or relocating cost associated with the wildlife species, biologists,
archaeologists, paleontologists, etc.

	 	22.	 	Builders Risk Insurance and any requirements or provisions required by insurer.

	 	23.	 	Payment and Performance Bonds for Subcontractor’s.

	 	24.	 	ALTA and/or certification survey.

	 	25.	 	Core and shell work at levels 2 and 3, such as, corridors, lobbies, elevator fire/smoke
doors, lighting, mechanical, doors, etc., that may be required for certificate of occupancy.

	 	26.	 	Fire or smoke doors at elevators on office levels.

	 	27.	 	Tenant improvement of office space such as, dropped ceilings, flooring, painting, partitions,
mechanical, electrical, fire sprinklers distributions.

	 	28.	 	EIR requirements or Mitigation Measures (unknown at this time).

	 	29.	 	Conditional use permit (CUP) resolutions not incorporated on current 5/31/05 drawings.

5

EXHIBIT “C”

BUDGET LINE ITEM BREAKDOWN

	 	 	 	 	 	 	 	 	 	 	 	 	 
	 	 	 	 	 	 	 	 	 	 	MORLEY
	SKECHERS
	 	 	 	 	 	 	 	 	 	CONSTRUCTION COMPANY
	330 S. Sepulveda Blvd., Manhattan Beach, CA 90266
	 	 	 	 	 	 	 	 
	 
	 	 	 	 	 	 	 	 	 	2901 28th Street, Suite 100 Santa
	 
	 	 	 	 	 	 	 	 	 	Monica, CA 90405

	 
	 	 	 	 	 	 	 	 	 	PHONE: 310-399-1600     FAX: 310-314-7347

	 
	 	 	 	 	 	 	 	 	 	August 24, 2005

	TRADE LINE ITEM SUMMARY
	 	 	 	 	 	 	 	 	 	 	 	 
	ACCT
	 	ITEM	 	 	 	 	 	Amount
	00002
	 	Street Use Permit & Flagmen
	 	 	 	 	 	$	35,000	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	00005
	 	Survey & Layout
	 	 	 	 	 	$	25,000	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	00070
	 	Dewatering
	 	 	 	 	 	$	25,000	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	00082
	 	Final Clean Up
	 	 	 	 	 	$	21,150	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	02100
	 	Demolition
	 	 	 	 	 		—	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	02100
	 	Shoring
	 	 	 	 	 	$	1,431,600	
	02203
	 	Earthwork
	 	 	 	 	 	$	882,491	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	02410
	 	Striping & Bumpers
	 	 	 	 	 	$	8,570	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	02501
	 	Site Utilities
	 	 	 	 	 	$	86,804	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	02615
	 	Concrete - Site
	 	 	 	 	 	$	252,287	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	02800
	 	Landscape & Irrigation
	 	 	 	 	 	$	113,055	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	02825
	 	Fountains - Allowance
	 	 	 	 	 		—	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	02864
	 	Asphalt Paving
	 	 	 	 	 	$	137,625	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	03000
	 	Concrete - Structural
	 	 	 	 	 	$	4,392,146	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	03200
	 	Reinforcing Steel
	 	 	 	 	 	$	1,890,465	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	03361
	 	Shotcrete
	 	 	 	 	 	$	443,232	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	04000
	 	Masonry
	 	 	 	 	 	$	242,976	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	04400
	 	Stone
	 	 	 	 	 		—	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	05110
	 	Struct Steel & Misc Iron
	 	 	 	 	 	$	409,883	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	05800
	 	Expansion Joint
	 	 	 	 	 		—	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	06100
	 	Carpentry - Rough
	 	 	 	 	 	$	4,000	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	06200
	 	Carpentry - Finish
	 	 	 	 	 	$	22,240	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	06245
	 	Counter Tops
	 	 	 	 	 	$	4,470	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	07101
	 	Roofing
	 	 	 	 	 	$	277,700	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	07102
	 	Waterproofing
	 	 	 	 	 	$	257,569	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	07300
	 	Insulation
	 	 	 	 	 	$	34,100	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	07600
	 	Sheet Metal & Flashing
	 	 	 	 	 	$	125,692	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	07900
	 	Caulking & Sealants
	 	 	 	 	 	$	10,500	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	08111
	 	HM Doors & Frames
	 	 	 	 	 	$	47,580	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	08330
	 	Doors - Coiling
	 	 	 	 	 	$	30,000	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	08500
	 	Glazing
	 	 	 	 	 	$	530,900	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	08900
	 	Finish Hardware
	 	 	 	 	 	$	31,210	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	09010
	 	Drywall, Metal Frame
	 	 	 	 	 	$	402,946	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	09300
	 	Tile - Ceramic
	 	 	 	 	 	$	38,633	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	09601
	 	Carpet & Resilient
	 	 	 	 	 	$	6,004	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	09900
	 	Painting
	 	 	 	 	 	$	37,510	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	10001
	 	Misc Specialties
	 	 	 	 	 	$	3,497	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	10162
	 	Toilet Accessories & Partitions
	 	 	 	 	 	$	5,647	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	10440
	 	Signage
	 	 	 	 	 	$	88,000	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	14200
	 	Elevators
	 	 	 	 	 	$	235,895	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	15400
	 	Plumbing
	 	 	 	 	 	$	633,500	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	15510
	 	Fire Sprinklers
	 	 	 	 	 	$	244,454	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	15600
	 	HVAC
	 	 	 	 	 	$	1,389,317	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	16000
	 	Electrical
	 	 	 	 	 	$	807,200	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	16003
	 	Traffic Signal
	 	 	 	 	 	$	145,250	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	17010
	 	Watchmen
	 	 	 	 	 	$	50,000	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	TOTAL DIRECT COSTS	 	 	 	 	 	$	15,861,098	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	PRECONSTRUCTION
	 	 	 	 	 	$	45,000	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	CONTINGENCY
	 	 	 	 	 	$	396,527	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	FIELD OVERHEAD
	 	 	 	 	 	$	1,028,833	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	LIABILITY INSURANCE @ 0.7949%
	 	 	 	 	 	$	137,768	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	FEE
	 	 	 	 	 	$	655,096	
	 
	 	 	 	 	 	 	 	 	 	 	 	 
	 
	 	TOTAL	 	 	 	 	 	$	18,124,322	

6

EXHIBIT “D”

[Not used]

7

EXHIBIT “E”

MORLEY CONSTRUCTION COMPANY

INSURANCE REQUIREMENTS SUBCONTRACTORS

Morley Construction Company requires each Subcontractor, at its own expense, to maintain all
insurance required by subcontractors under the Prime Contract and, to the extent not required by
the Prime Contract, the following coverage and limits of insurance which shall be maintained with
insurers, policy forms and deductibles satisfactory to Morley Construction Company and the Owner.
If the Subcontractor uses existing coverage to comply with these requirements and that coverage
does not meet the requirements set forth herein, Subcontractor agrees to amend, supplement or
endorse the existing coverage to do so, at no additional cost to Morley Construction Company
Coverage is to be for the duration of the work under the subcontract. Any acceptance of insurance
Certificates shall not limit or relieve Subcontractor of the duties and responsibilities assumed
under this and the Prime Contract.

Limit requirements for A, B and C may be satisfied using any combination of primary and
Excess/Umbrella liability insurance.

	 	A.	 	Workers’ Compensation and Employer’s Liability Insurance

State Workers’ Compensation statutory coverage as required by law and shall include the
following:

	 	1)	 	The Voluntary Compensation endorsement

	 	2)	 	The All States endorsement

Employer’s Liability with limits not less than each of the following:

	 	 	 
	$1,000,000

$1,000,000

$1,000,000

	 	each accident for bodily injury

policy limit for bodily injury by disease

each employee for bodily injury by disease

	 	B.	 	Commercial General Liability Insurance

Such insurance must not contain any provision which would prohibit the reporting of a claim
and the subsequent defense and indemnity that would normally be provided by the policy.

The Subcontractor shall carry a Commercial General Liability Policy that provides for
coverage at least as broad as ISO CGL Form No. CG 00 01 11 86.

Provide limits as required for your trade in accordance with subsection 1 or 2 below or in
accordance with higher limits as specified by Owner.

Morley Construction Company reserves the right to amend the required limits of insurance
commensurate with the Subcontractor’s risk.

If the policy is in excess of a Subcontractor SIR (self-insured retention) or a deductible,
the amount of such SIR or deductible must be clearly identified on the Certificate of
Insurance. Morley Construction Company reserves the right to reject any SIR in excess of
$15,000 or any deductible in excess of $25,000, or require that the Subcontractor provide a
bond on the SIR at no additional cost to Morley Construction Company To the extent first
dollar coverage, including defense of any claim, is not available to Morley Construction
Company or any other additional named insured because of an SIR, deductible or any form of
self-insurance, Subcontractor is obligated to assume the responsibilities of the insurer
until such time as the deductible, SIR or other condition of the insurer assuming its
defense and/or indemnity obligations has been satisfied. Subcontractor shall be responsible
to pay any deductible or SIR.

Coverage’s to include, but not limited to:

• Premises/Operations

	 	•	 	Products/Completed Operations for the duration of the project and a minimum
of three (3) years after project completion.

	 	•	 	Owners/Contractors Protective Liability

	 	•	 	Blanket Contractual

	 	•	 	Personal & Advertising Injury

	 	•	 	Broad Form Property Damage (including Completed Operations)

	 	•	 	Explosion, Collapse & Underground Damage Exclusions, (commonly known as
“XCU”) if any, are to be removed.

	 	1)	 	Specified Trades: (Defined as Excavation, Shoring, Crane related work,
Exterior Skin, Metal Decking over three (3) stories, Roofing, and Waterproofing.
Architects, Engineers, Consultants and Design/Install Subcontractors must provide this
level of coverage in addition to the Professional Liability Insurance described in Item
D below.) The Limits of Liability for Bodily Injury and Property Damage Combined
Single Limit under this section shall not be less than that shown below:

	 	 	 
	For subcontracts less than $100,000:
	$2,000,000

$2,000,000

$2,000,000

$2,000,000

	 	Each Occurrence

Products/Completed Operations Aggregate

Personal and Advertising Injury

General Aggregate
	 
	 	 
	For subcontracts of $100,000 or more:

	 
	 	 
	$5,000,000

$5,000,000

$5,000,000

$5,000,000

	 	Each Occurrence

Products/Completed Operations Aggregate

Personal and Advertising Injury

General Aggregate

	 	2)	 	All Other Trades: The Limits of Liability for Bodily Injury and Property
Damage Combined Single Limit under this section will be based upon total subcontract
value:

	 	 	 
	For subcontracts less than $100,000:
	$1,000,000

$1,000,000

$1,000,000

$1,000,000

	 	Each Occurrence

Products/Completed Operations Aggregate

Personal and Advertising Injury

General Aggregate
	 
	 	 
	For subcontracts $100,000 to $499,999:

	 
	 	 
	$2,000,000

$2,000,000

$2,000,000

$2,000,000

	 	Each Occurrence

Products/Completed Operations Aggregate

Personal and Advertising Injury

General Aggregate
	 
	 	 
	For subcontracts $500,000 and greater:

	 
	 	 
	$5,000,000

$5,000,000

$5,000,000

$5,000,000

	 	Each Occurrence

Products/Completed Operations Aggregate

Personal and Advertising Injury

General Aggregate

	 	C.	 	Automobile Insurance

Coverage shall be for “Any Auto”, Owned, Non-owned and Hired.

Bodily Injury Liability & Property Damage Combined Single Limit — $1,000,000

	 	D.	 	Professional Liability Insurance (Errors and Omissions)

All Architects, Engineers, Surveyors, Consultants and Subcontractors with design
responsibility shall provide a policy specific to this project, as follows:

An Architect’s and Engineer’s Professional Liability Policy with Limited Contractual
Liability Coverage and a deductible no greater than $25,000 per claim. This insurance shall
be maintained for a total of ten (10) years from the date construction begins. Retroactive
date of such policy must be on or before the date Subcontractor and Consultant began
offering professional services. Limit of liability shall be not less than $1,000,000 Per
Claim.

Retroactive Date and Deductible must be shown on the Certificate of Insurance.

	 	E.	 	Asbestos, Lead, and/or Remediation Trades

	 	1)	 	Asbestos and/or Lead Liability: If work contemplates asbestos or lead
abatement, Subcontractor shall provide such insurance coverage on an Occurrence basis
for claims arising out of abatement, removal, storage, transportation and disposal
activities with a limit of liability not less than $5,000,000 Per Occurrence.

Certificate of Insurance shall (1) attach endorsement naming Morley Construction Company,
Owner and Other parties as required by Owner, as an Additional Named Insured and (2)
evidence Auto Pollution Liability plus Form MCS90.

Environmental Impairment Liability: If work contemplates handling or hauling other
pollutants, subcontractor will provide insurance to cover among other things, claims arising
out of all hazardous material and hazardous waste remediation, storage, transportation, and
disposal. Such insurance shall be written on either (a) an Occurrence basis with no sunset
clause, with limits of not less than $5,000,000 Each Occurrence/$5,000,000 Aggregate or on
(b) a Claims-Made basis with a minimum 5 year Extended Reporting Period (tail) with limits
not less than $5,000,000 each Claim/$5,000,000 Aggregate. Such Claims-Made Policy must have
a Retroactive Date which coincides with or precedes the Subcontractors start of work. Morley
Construction Company reserves the right to reject any SIR/deductible in excess of $25,000 or
require that the Subcontractor provide a bond on the SIR at no additional cost to Morley
Construction Company To the extent first dollar coverage, including defense of any claim,
is not available to Morley Construction Company or any other additional named insured
because of an SIR, deductible or any form of self-insurance, Subcontractor is obligated to
assume the responsibilities of the insurer until such time as the deductible, SIR or other
condition of the insurer assuming its defense and/or indemnity obligations has been
satisfied. Subcontractor shall be responsible to pay any deductible or SIR.

	 	2)	 	Grading, Earthwork, and/or Shoring: If work involves, including but not limited
to, excavation, grading, hauling, or moving of dirt, even if work does not contemplate
handling or hauling of pollutants, Subcontractor shall provide such insurance coverage
on an Occurrence basis for claims arising out of abatement, removal, storage,
transportation and disposal activities with a limit of liability not less than
$1,000,000 Per Occurrence.

Certificate of Insurance shall (1) attach endorsement naming Morley Construction Company,
Owner and Other parties as required by Owner, as an Additional Named Insured and (2)
evidence Auto Pollution Liability plus Form MCS90.

Environmental Impairment Liability: If work involves, including but not limited to,
excavation, grading, hauling, or moving of dirt, even if work does not contemplate handling
or hauling of pollutants, Subcontractor will provide insurance to cover among other things,
claims arising out of all hazardous material and hazardous waste remediation, storage,
transportation, and disposal. Such insurance shall be written on either (a) an Occurrence
basis with no sunset clause, with limits of not less than $1,000,000 Each
Occurrence/$1,000,000 Aggregate or on (b) a Claims-Made basis with a minimum 5 year Extended
Reporting Period (tail) with limits not less than $1,000,000 each Claim/$1,000,000
Aggregate. Such Claims-Made Policy must have a Retroactive Date which coincides with or
precedes the Subcontractors start of work. Morley Construction Company reserves the right to
reject any SIR/deductible in excess of $25,000 or require that the Subcontractor provide a
bond on the SIR at no additional cost to Morley Construction Company To the extent first
dollar coverage, including defense of any claim, is not available to Morley Construction
Company or any other additional named insured because of an SIR, deductible or any form of
self-insurance, Subcontractor is obligated to assume the responsibilities of the insurer
until such time as the deductible, SIR or other condition of the insurer assuming its
defense and/or indemnity obligations has been satisfied. Subcontractor shall be responsible
to pay any deductible or SIR.

Certificate of Insurance shall (1) attach endorsement naming Morley Construction Company,
Owner and Other parties as required by Owner, as an Additional Named Insured and (2)
evidence Auto Pollution Liability plus Form MCS90.

	 	F.	 	ESSENTIAL ELEMENTS

1) General Liability shall contain the following:

a) Project Specific Additional Insured Listing:

	 	b)	 	Additional Insured Endorsement: An Additional Insured
Endorsement adding as an additional insured each party noted in Section F.1.a.
above, or otherwise identified in the Prime Contract, as respects liabilities
arising out of or related to Subcontractor’s performance of “your work” under
this contract, and providing that such insurance is primary insurance as
respects the interest of the Owner and Contractor and that any other insurance
maintained by the Contractor or Owner, whether primary, excess or umbrella
insurance, is excess and not contributing insurance required hereunder.
Endorsement CG 20 10 11 85-“Owners, Lessees or Contractors (Form B)
must be attached to your certificate. The parties intend that the insurance
coverage required hereunder and/or provided by the Subcontractor apply on a
primary and non-contributing basis with any other insurance policy(s)
of Morley Construction Company, the Owner and those additional insured entities
as identified in the Prime Contract. Such Primary wording shall be included on
the Additional Insured Endorsement.

	 	2)	 	Modified Occurrence Liability Policies are not acceptable. Claims Made General
Liability Policies are not acceptable.

	 	3)	 	Waivers of Subrogation, if required by the Prime Contract, will have the
appropriate policies endorsed accordingly, with endorsement(s) attached to the
Certificate of Insurance.

	 	4)	 	Prior to commencement of work, a Certificate of Insurance on the standard
“ACORD” form, properly executed and signed by an authorized representative (generally
the “Broker”) on behalf of the insurer(s) evidencing the above coverage’s and
conditions, must be received by Morley Construction Company prior to any work on the
job site. Subcontractor shall maintain the required Insurance and Additional Insured
coverage required herein for a period of three (3) years after completion of its work
on the Project.

Subcontractor further agrees, upon written request by Morley Construction Company or
Owner, to furnish copies of such policies, certified by an authorized representative
of the insurer(s).

	 	5)	 	All insurance coverage provided by the Subcontractor shall be through
acceptable insurance carriers licensed in the state(s) where work is being performed
with a minimum A.M. Best Company standard of A and a financial strength rating of X or
greater.

	 	6)	 	Insurance companies are required to give thirty (30) days written notice for
cancellation of policy.

	 	7)	 	The Cancellation Section of the Certificate of Insurance must read: “Should
above described policies be canceled before the expiration date thereof, the issuing
company will mail 30 days written notice to the Certificate Holder named to the left”.

THE WORDS “endeavor to” AND “but failure to mail such notice shall impose no
obligation or liability of any kind upon the company, its agents or representative”
MUST BE REMOVED/STRICKEN.

8

EXHIBIT “F”

CONSTRUCTION SCHEDULE

[BAR GRAPH]

9

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