Water, Sewer and Solid Waste Committee — Fayetteville, AR
Date: 2025-12-09
Time: 17:30

Water, Sewer, and Solid Waste Committee
 9 December 2025
 5:30 P.M. City Hall Room 101
 (Or immediately following City Council Agenda Session)

Committee: Council Member Teresa Turk, Council Member Mike Wiederkehr, Council
 Member Scott Berna, Council Member Bob Stafford

Copy to: Mayor Molly Rawn, Keith Macedo, Steve Dotson, Kara Paxton, Kit Williams, Chris
 Brown, Alan Pugh, Jonathan Curth, Terry Gulley, Peter Nierengarten, Brian Pugh,
 Corey Granderson, Drake Vineyard, Aaron Watkins, Cody Ashworth, Scott
 Murphy, Brian Rowland

From: Tim Nyander, Utilities Director
______________________________________________________________________

CALL TO ORDER

UPDATES

PRESENTATIONS:


1. Overview of November’s WRRF Monthly Operations
Scott Murphy – WRRF Project Manager, Inframark


2. Overview of November’s Water & Sewer Operations
Tim Nyander – Utilities Director


OLD BUSINESS:


3. Water & Sewer Rate Study and Impact Fee Study Update
 Stephen Dotson – Chief Financial Officer

INFORMATION ONLY


4. West Transmission Waterline Update
Corey Granderson – Utilities Engineer

INFORMATION ONLY




1
5. Revised Water Service and Extension Policy
The Water Service and Extension Policy provides that the cost of extending water mains to land
developments and the cost of constructing all water facilities within a development shall be the
financial responsibility of the applicant or the developer.

The revisions to this policy include adding definitions, clarifying who is responsible for costs, and
when a proposed water extension need City Council approval.

This item was presented at the November committee meeting, however the committee
requested additional time to review the policy.

STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION
FOR APPROVAL


NEW BUSINESS:


 6. Cost Share for Upgrades to the Owl Creek Sewer Lift Station (LS-22)
The Owl Creek Sewer Lift Station is located at 630 N. Double Springs Road and serves a basin
along the Wedington corridor east to Rupple Road. This lift station was identified as needing
capital upgrades in approximately 2030. However, due to development in this basin, upgrades
are needed sooner. A group of developers led by Calara Land (AR); LLC has approached the
City with a cost share proposal to expedite this needed improvement.

The existing firm capacity of the lift station is 0.9 million gallons per day (MGD) and the 2030
target flow from master planning was 1.8 MGD. Updated modelling, however, agrees with the
development team’s proposal to upgrade the station to a capacity of 2.4 MGD. The proposal is
for the increased capacity to be split between the development group and the City. The existing
flows and excess capacity available would be the City’s portion at approximately 83% cost. All
professional services and engineering costs would be borne by Calara Land (AR), LLC.

With an overall project cost anticipated just under $1,000,000, the City’s portion would be
funded through available Wastewater Impact Fee funds in an approximate amount of $830,000
plus contingencies. One bid has been received by Calara Land (AR), LLC which aligns with
these costs.

STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION
FOR APPROVAL


7. Sewer Tap Request for Residence on E. Skillern Rd.
Sewer service for a proposed new home in Washington County has been requested. A sewer
main Extension across Skillern Road from Charleston Xing would be required to service this
property. City Council approval is necessary for any sewer connections outside the corporate
city limits of Fayetteville, Farmington, Greenland, or Johnson.

STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION
FOR APPROVAL




 2
8. ARDOT Hwy-112 Utility Relocations – Construction Engineering Amendment
The Arkansas Department of Transportation has requested utility relocations to prepare for the
widening of Highway 112 from Truckers Drive to Howard Nickell Road. Amendments 1 & 2 with
Hawkins-Weir were related to ARDOT initiated design changed throughout the design phase of
the project.

Amendment No. 3 will provide funds for construction management and field observation
throughout the construction duration. Per the original relocation agreement with ARDOT, this
project is 90.74% reimbursable to the City of Fayetteville.

Staff recommends approval of Amendment No. 3 to the engineering services agreement with
Hawkins-Weir Engineers, Inc. for professional services associated with ArDOT Project 040746
Utility Relocations along Highway 112 in an amount not to exceed $976,480.00.

STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION
FOR APPROVAL

PRESENTATIONS
November’s WRRF Report
November’s Water & Sewer Operations Report


ATTACHMENTS
Water & Sewer November Operations Report
Water Service and Extension Policy Revised Draft
Owl Creek List Station Drainage Basin Map
Owl Creek Lift Station Cost Share Upgrade Request
Skillern Road Vicinity Map
Skillern Sewer Main Extension Exhibit


ADJOURN
Next Water, Sewer, Solid Waste Committee meets on
Tuesday, January 13th, 2026, at 5:30 p.m.




 3
Water/Sewer/Meter
 Operations Report
 November 2025
16” cast iron pipe leak on S Locust Ave and W 7th St.
(Left) Senior Crew Leader Devyne Beasley and Field
Supervisor David Longley use a pipe cutting chainsaw to
cut out the bad section of pipe. 40 feet of new PVC
pipe was installed.
The in-house line laying
project in the N
Crestwood Drive/
Ridgeway Dr area
Crew Leader Steven Aldama (right) and
new employee Alex Castillo install pipe
on Crestwood Drive. Over 2,000 feet of
new pipe has been installed so far!
Monthly Statistics

 107 polyethylene service lines replaced
 73 work orders completed related to distribution system maintenance
 25 fire hydrants repaired
 12,866 feet of sewer mains inspected via CCTV
 53,058 feet of sewer main washed/jetted
 2 point repairs on sewer mains
 7 new service taps made
Year-To-Date

 673 polyethylene service lines replaced
 1045 – Distribution system work orders completed
 132 hydrants repaired
 857,313 feet of sewer mains washed
 289,596 feet of sewer mains inspected via CCTV
 64 point repairs on sewer mains
 169 new service taps
 29,701 total cellular meters installed
§ 51.112 Water Service and Extension Policy

(A) Extensions of Water Transmission Lines

 The cost of extending adequate water transmission lines from existing water mains to
land developments and the cost of constructing all water facilities within a development
according to specifications and location prescribed by the Utilities Director shall be the financial
responsibility of the applicant or the developer. The City may require larger size transmission
lines to be installed by the developer and then shall pay the excess material cost of facilities of a
size larger than required to service the development when such excess size is specified and
required by the Utilities Director for the general benefit of the water system. All water facilities
installed by the developer shall become the property of the city after inspection and acceptance
by the Utilities Director.

(B) Water Service Within the City Limits of Fayetteville

 Fayetteville shall endeavor to maintain and operate a municipal water system capable of
delivering potable domestic use water and firefighting flow water under adequate pressure to city
residents, institutions and businesses which have service lines connected to city mains.

(C) Water Service Outside the City Limits of Fayetteville

 (1) Cities which have Water Contracts with Fayetteville.

 (a) Domestic Potable Water.
 Elkins, West Fork, Goshen, and a southern area of Johnson, have contractual rights
 with City of Fayetteville for domestic potable water delivered to the city for its
 delivery to its residents and businesses. Farmington, Greenland and Goshen have
 water delivered directly to those cities’ residents and businesses. Fayetteville shall
 endeavor to maintain and operate a municipal/regional water system capable of
 delivery of potable domestic water under adequate pressure both to the wholesale
 cities or directly to the residents, institutions, and businesses of these cities which
 have a current, valid contract with the City of Fayetteville to provide this new
 domestic water.

 (b) Firefighting Water.
 Firefighting flow of water may be provided by the City of Fayetteville to such cities
 pursuant to a current, valid contract. Connections to new development in the cities
 seeking new firefighting flows of water should be evaluated by the City of
 Fayetteville to ensure that current water service customers will not be adversely
 affected by this potentially large use of water outside Fayetteville’s city limits and
 also ensure all necessary improvements to city transmission lines and storage
 facilities to enable this increased flow will be completely paid for by the city, entity,
 or person seeking to receive the additional capacity and transmission needs to
 provide firefighting water.
(2) Unincorporated Areas.

 (a) Domestic Potable Water.
 Unincorporated areas within our water service area but without a contractual right to
 receive domestic potable water may only receive domestic potable water after
 approval by the Utilities Director who may require limitations or restrictions upon
 such water supply to ensure existing water service customers will not be adversely
 affected by this new water service usage. The Utilities Director may require that an
 applicant for new water service contractually agree that any and all necessary
 improvements to city transmission lines, pumping facilities, and storage facilities to
 ensure that current water customers are not adversely affected by the newly requested
 service be fully paid for by the entity or person seeking this new water service.

 (b) Firefighting Water.

 Unincorporated areas within our water service area but without express contractual
 rights to larger volume firefighting flows of water may only receive such firefighting
 flows of water to new construction pursuant to a contract for such water approved by
 the City Council. Such contract should ensure that current water service customers
 will not be adversely affected by this potentially large use of water outside
 Fayetteville’s city limits and also ensure all necessary improvements to city
 transmission lines, pumping facilities, and storage facilities to enable this increased
 flow without adversely affecting current water service customers will be the
 financial responsibility of the entity or person seeking to receive the additional
 pumping, capacity, and transmission needs to provide firefighting water.

(3) Irrigation Meters and Meters Exceeding 5/8 Inch.

 No irrigation meter or meter exceeding 5/8 of an inch shall be allowed without the
 express written approval of the Utilities Director. The Utilities Director may place
 restrictions and limitations of use of an approved irrigation meter and larger meter
 when, in the sole discretion of the Utilities Director, use of an irrigation meter or
 use of a three quarters (3/4) inch or larger meter might cause problems for other
 domestic water users. The Utilities Director may use all powers described in (2).

(4) Long Range Water Service Storage and Transmission Plan.

 The Utilities Department and Water Sewer Division will be guided by our long
 range water service storage and transmission plan for extensions of our water
 mains, increase of our pumping and storage capability and service to new areas
 within our water service area and to enhance or enlarge our infrastructure when
 new needs for domestic potable water appear. All new water mains, water storage
 facilities and pumping facilities shall be dedicated to and will become the property
 of the City of Fayetteville except for mains in or owned by the City of Elkins or
 West Fork. Fayetteville may also reject ownership of any such facility or main.
(5) No connection to Large Transmission Lines.

 No service connections will normally be made to water transmission lines having a
 diameter larger than twelve (12) inches, except when a prior easement from the
 owner to the city provides for such. The Utilities Director has discretion and
 authority to allow a connection for unusual and justified situations.

(6) Service Connections.

 Service connections to treated water mains may be made by the city to residences,
 businesses, and industries which are adjacent to any existing treated water main. In
 order to be considered adjacent, direct parcel frontage to the main is normally
 required. However, the Utilities Director has discretion and authority to allow an
 alternative connection in unusual and justified situations.

(7) Utilities Director Authorized to Allow Water Service.

 The Utilities Director is hereby authorized to make water connections for domestic
 potable water outside the corporate limits of the city. Such water connections shall
 meet the same specifications of construction as used within the corporate limits of
 the city at the time the water connection is made. The plumbing to which a water
 connection is made under this section shall meet all applicable plumbing
 regulations and requirements of the city in effect at the time the connection is made.
 All costs for this connection shall be the landowner’s responsibility.

(8) Service Request for Water Main Access.

 Before any water connection is made pursuant to this section, the owner of the
 property concerned shall sign a service request with the city providing that such
 owner shall agree to pay the connection fee, the water rate fee, and water impact
 fee, and to abide by any and all ordinances, rules, and regulations of the city then
 in effect or which may thereafter be adopted. The service request shall also set
 forth the water service charges, provisions for discontinuance of service, and
 authorization for city employees to enter upon premises of the owner for the
 purpose of making inspection, repairs, maintenance, and disconnections.

(9) House Address.

 A house number must be permanently displayed in a manner clearly visible from a
 street pursuant to §51.145 before the meter will be set. In the event a service call
 is made and the house number is not properly displayed in the above manner, the
 property owner shall be assessed an additional service charge of $50.00.
Blue polygon is basin draining
sewer to Lift Station 22 on Double
Springs Road. Development in this
basin will exacerbate existing
gravity surcharging and lift station
overflows in wet weather.




 LS-22




 Reviewed by Corey Granderson
 Utilities Engineer
 cgranderson@fayetteville-ar.gov
 479-444-3452
Existing Wet Weather profile of 12" sewer;
Lift station bottleneck causing surcharge
 Some surcharging
 still predicted in
 gravity line, upgrades
 to gravity line would
Future 2030 model assuming be prudent as well.
lift station is upgraded per 2030
CIP recommendations.
 2.4 MGD Lift Station Upgrade - Simplified Cost Comparison
 Mobilization (Assumed 5% of Bottom Line) $50,000.00
 Flgt 3315 Pumps (160 HP - Duplex) - Includes: Flush valves, base disconnects, delivery $324,681.33
 Duplex Control Panel 3/60/480 VAC - As well as items listed on attachment $56,041.67
 Generator (Assumes utilizing existing generator) $0.00
 Remove & Replace Concrete Lid and supplying internal parts as listed on attachment $104,585.89
 Relocation of Items on Wet Well Lid $15,000.00
 Electrician Quote $177,323.00
 Bypass Pumping (1 Month Assumed) $12,012.00
 Installation/Modification of All Features $150,000.00
 Total $889,643.89
 Total with 15% Contingency $1,023,090.47

A Existing Avg Flow 0.23 MGD
B Existing Avg Flow + Known Dev Flow 0.248 MGD
C Dry Weather Condition of 2.4 MGD 0.3384 MGD
 Added Capacity (C-A) 0.1084 MGD

 Developer Portion (B-A)/D $169,885.87 16.61%
 City Portion (1 - Developer Portion) $853,204.60 83.39%
 J. Tyler Construction, LLC
 License # 034204

Tuesday, March 18, 2025
TO: City of Fayetteville

SUBJECT: Lift Station #22 Rehab

QUOTATION: 868baew94

J. Tyler Construction, LLC is pleased to offer the following items for your consideration in the above
referenced project. If you wish for us to supply any items not listed below, please inform us as soon as
possible. Please continue reading below for our detailed scope of supply. We look forward to working with
you.

SECTION 1 – Pump Station Equipment
 Qty Description
 1 Bypass equip incl set up and tear down
 2 Flush valves
 2 Flygt 3301 HT~3 464 3/60/480 submersible
 2 Flygt base disconnect
 1 Freight
 2 S1R3048 Halliday aluminum hatch
 4 45° Elbow 8" Flanged, DI, 401 Sewer Lined
 2 90° Elbow 8" Flanged, DI, 401 Sewer Lined
 2 J&S Check Valve, 8" Flanged, Ball, Vertical Install
 2 8" X 144" F X PE DI Spool 401 Sewer Lined
 2 2108 Mega Flange
 2 Reducer, Eccentric, 8" x 6" Flanged, DI, 401 Sewer Lined
 10 Bolt and Gasket sets 8”
 2 Bolt and Gasket sets 6”
 80 Pipe, 3", 304 SS SCH 40
 2 Upper Guide Rail Brackets 3"
 1 Anchor Bolts
 1 Strike Sorb Surge Protector
 2 50' Floats
 1 Transducer
 2 MINI CAS
 1 Control Panel 3/60/480 300 FLA Installation by others
 1 Badger Daylighting Vac Truck
 1 Confined Space Entry
 1 Turnkey Installation Wet Well Plumbing




 Continued.




 6301 S University Ave, Little Rock, AR 72209

 PH: (501) 562.2296
APPLICABLE TAXES AND FREIGHT ARE INCLUDED IN QUOTED PRICE

DELIVERY: 18-22 Weeks, ARO

PACKAGE PRICE: $366,662.98

Respectfully Submitted,

Kammi Conway
Sr. Applications Engineer
Jack Tyler Engineering, Inc.




 6301 S University Ave, Little Rock, AR 72209

 PH: (501) 562.2296
J. Tyler Construction. GENERAL TERMS & CONDITIONS

1. Conflicting Terms. These General Terms & Conditions, any corresponding quotation (“Quote”) and
Jack Tyler Engineering Industries, Inc.’s (“Jack Tyler Engineering”) Repair Warranty constitute the entire agreement
(“Agreement”) relating to the sale of “Products” (which includes, but is not limited to, all components, controls,
equipment, parts, products, materials and services) by Jack Tyler Engineering to Buyer. Any terms and conditions
contained in Buyer’s purchase order, request for quotation or any other document generated by Buyer which are
different from, in addition to, or vary in any way from this Agreement shall not be binding upon Jack Tyler Engineering
unless agreed to in a separate, issue-specific, written agreement signed by a corporate officer of Jack Tyler
Engineering.

2. Delivery. Delivery terms are F.O.B. Jack Tyler Engineering’s facility in Little Rock, AR. For standard Products,
dates of delivery are determined from the date of Jack Tyler Engineering’s acceptance of any order by Buyer and are
only estimates and not a guaranty of a particular date of delivery. For custom manufactured Products, dates of
delivery are estimates based upon the date that such Products are approved and released for manufacture.
If delivery is deferred at Buyer’s request, payment of the contract price shall become due when Buyer is notified
that products are ready for pickup/shipment. Jack Tyler Engineering is not responsible for damage or loss in transit.
All risk of loss or damage to the Products passes to the Buyer as the Products are loaded onto the carrier. Buyer
must obtain adequate insurance to cover the Products from the time risk of loss has passed from Jack Tyler
Engineering.

3. Inspection. Buyer shall notify Jack Tyler Engineering upon delivery of any damage to the Products or
of any other complaint whatsoever Buyer may have concerning delivery. Buyer shall also note any damage
on delivery tickets and shipping receipts at the time of delivery. The failure of Buyer to make such timely
complaints and note any damage shall be deemed an acceptance of the Products and a waiver of any
claims concerning delivery.

4. Delays. Jack Tyler Engineering shall not be responsible for delays caused by acts or omissions of Buyer, its
employees, agents, suppliers or vendors, acts of God, inclement weather, strikes, lockouts, boycotts, or other labor
union activities, extra work ordered by Buyer, acts of public enemy, war, terrorism, riots or civil commotion,
inability to secure materials through regular recognized channels, pandemic or epidemic, government orders,
imposition of government priority or allocation of materials, failure of Buyer to make payment when due, delays
caused by inspections, changes ordered by inspectors, or other causes beyond Jack Tyler Engineering’s reasonable
control.

5. Change of Law or Regulations. Any change of laws, regulations or another governmental requirement
which causes an increase in the cost of producing or delivering the Products or which occurs after Jack Tyler
Engineering accepts an order, is not in the price. Any new or additional tariffs, duties or surcharges are not included
in the price of the Products and are the responsibility of the Buyer. Jack Tyler Engineering reserves the right to
require that the Buyer pays for any new or increased tariff, duty or surcharge prior to the delivery of the Products.
Buyers assume the risk of changes in the law, regulation or other governmental requirements; Jack Tyler Engineering
does not assume the risk of new or higher tariffs, duties or surcharges.

6. Cancellation. Buyer may only cancel an order with the written consent of Jack Tyler Engineering and at Jack Tyler
Engineering’s sole discretion. If such consent is granted by Jack Tyler Engineering, Buyer shall pay Jack Tyler
Engineering for (A) all restocking, reshipping and return charges which may be incurred, (B) the actual cost of any
components, equipment, parts or materials, if such components, equipment, parts or materials were made to order or
otherwise customized for Buyer for the order, or cannot be returned, and (C) all services and work performed by Jack
Tyler Engineering as of the date on which cancellation is approved. Jack Tyler Engineering shall have the absolute
right in its sole discretion to cancel this Agreement without penalty upon a breach thereof by Buyer, Buyer’s failure to
timely make any payment required by this Agreement, the pending or actual insolvency or bankruptcy of the Buyer, if
it determines that any errors in estimating or design have been made, or if any unforeseen hazards or conditions
arise or are discovered, or for any other reason whatsoever.

7. Returns. Buyer may only return Products with the prior written consent of Jack Tyler Engineering, at Jack Tyler
Engineering’s sole discretion. Jack Tyler Engineering accepts no responsibility for Products returned without prior
written authorization. Products must be returned in saleable condition within 30 days from the date of invoice.
Products will not be accepted for return if they are damaged or used, custom manufactured for the Buyer, not in their
original packaging (unopened), not purchased from Jack Tyler Engineering or otherwise incapable of being resold by
Jack Tyler Engineering. When Products are authorized to be returned for any reason other than pursuant to Jack
Tyler Engineering’s Repair Warranty, the amount of credit may be subject to a restocking charge of up to 30%.
Returned Products must be sent freight prepaid to the appropriate address indicated by Jack Tyler Engineering. Any
unauthorized returned Product will be returned at Buyer’s expense. If a Product is returned without such consent, it
shall thereupon become the property of Jack Tyler Engineering.

8. Payment. Unless otherwise agreed to in writing, terms of payment are Net 30 days from the date of invoice
with 1.5% per month additional charge on the unpaid balance, subject to acceptance by our credit department.
No provision for retainage is included in Jack Tyler Engineering’s Quote. If Jack Tyler Engineering agrees to payment
terms that include retainage, Buyer agrees to pay Jack Tyler Engineering its pro rata share of interest on retained
funds under Arkansas PA 524 of 1980 (MCL 125.1561), or such other applicable law or regulation, as part of final
payment." Buyer agrees to pay Jack Tyler Engineering’s actual costs, expenses and attorneys’ fees incurred in
collecting any past due and unpaid account balances.

9. Title and Lien Rights. Products delivered to Buyer will remain personal property, regardless of how they
are installed or affixed to any realty or structure. After delivery to Buyer, Jack Tyler Engineering will have all such
rights, including security interests and liens, in the equipment as lawfully may be conferred upon Jack Tyler
Engineering by contract under any applicable provision of law. To secure payment, Buyer grants to Jack Tyler
Engineering a security interest in the Products until they are paid for in full. Buyer agrees to cooperate fully with Seller
in the filing of any UCC financing statements or other documents necessary to perfect such security interests and
liens. If Buyer defaults in its obligations before the Products have been fully paid for, Jack Tyler Engineering may take
any actions permitted by law to protect its interests including, where permissible, repossession of the Products.

10. Responsibility. It is Buyer’s sole responsibility to insure that all Products related to this sale are
compatible and compliant with Buyer’s systems. Jack Tyler Engineering is not responsible for insuring system
compatibility or compliance of any Products unless expressly stated otherwise in the Quote or agreed to in a
separate, issue-specific, written agreement signed by a corporate officer of Jack Tyler Engineering.

11. Warranty. Jack Tyler Engineering’s Repair Warranty, incorporated herein by reference, sets forth all warranty
obligations, rights, and limitations of Buyer and Jack Tyler Engineering.

12. LIMITATION OF LIABILITY. JACK TYLER ENGINEERING’S RESPONSIBILITY OR LIABILITY FOR
DEFECTIVE PRODUCTS/SERVICES, BREACHES OF CONTRACT OR ANY OTHER CLAIMS WHATSOEVER IS
STRICTLY LIMITED TO THE REPAIR OR REPLACEMENT OF THE DEFECTIVE PRODUCTS/SERVICES
OR THE PURCHASE PRICE OF SUCH PRODUCTS/SERVICES, AND NO OTHER CLAIMS OR DEMANDS
WHATSOEVER SHALL BE IMPOSED ON JACK TYLER ENGINEERING, IRRESPECTIVE OF FAULT. ALL CLAIMS
FOR OTHER DAMAGES, INCLUDING, BUT NOT LIMITED TO, INCIDENTAL, CONSEQUENTIAL, EXEMPLARY
AND SPECIAL DAMAGES, AS WELL AS BUSINESS INTERRUPTION AND COVER COSTS, ARE
EXPRESSLY WAIVED BY BUYER. JACK TYLER ENGINEERING SHALL NOT BE LIABLE FOR ANY LOSSES
CAUSED DIRECTLY OR INDIRECTLY BY ANY DELAY IN THE DELIVERY OF PRODUCTS OR PERFORMANCE
OF SERVICES EVEN IF CAUSED BY JACK TYLER ENGINEERING’S NEGLIGENCE.

13. Indemnification. To the maximum extent allowed by law, Buyer must defend and indemnify Jack Tyler
Engineering and its employees and agents against all sums, costs, liabilities, losses, obligations, suits, actions,
damages, penalties, fines, interest and other expenses (including attorneys' fees) that Jack Tyler Engineering may
incur or be obligated to pay as a result of (A) Buyer's negligence, use, ownership, maintenance, transfer,
transportation or disposal of the Products; (B) any infringement or alleged infringement of the industrial and
intellectual property rights of others arising from Buyer's plans, specifications (including Buyer's trademarks
and brand names) or production of the Products ordered by Buyer; (C) Buyer's violation or alleged violation of
any federal, state, county or local laws or regulation, including without limitation, the laws and regulations
governing safety, labeling, packaging and labor practices; (D) Buyer's breach of the Agreement, and (E)
Buyer’s breach of any of the terms, conditions and requirements of the manufacturer of any components,
controls, parts, products or materials.

14. Intellectual Property. All creations of Jack Tyler Engineering related its work and services which are or may
become legally protectable or recognized as forms of intellectual property rights, including all works, whether
registerable or not, in which copyright, design right or any form of intellectual property rights may exist,
including, but not limited to all artistic expressions, innovations, inventions, improvements, literary works,
marks, grants, designs, processes, methods, formulas, techniques, videotapes, audiotapes and computer
programs, (all collectively referred to as “Intellectual Property"), which Jack Tyler Engineering either solely or jointly
with Buyer conceives, makes or reduces to practice, are the absolute and sole property of Jack Tyler Engineering. No
right, title or interest in such Intellectual Property are conveyed to Buyer unless agreed to in a separate,
issue- specific, written agreement signed by a corporate officer of Jack Tyler Engineering.
15. Disputes. This Agreement shall be governed by Arkansas law and each provision herein must be
interpreted in a manner which is valid thereunder. Unless Jack Tyler Engineering elects arbitration below, the Pulaski
County Circuit Court of the State of Arkansas shall be the court of exclusive jurisdiction and venue
over any disputes arising out of this Agreement, any such disputes must be commenced and maintained in
the said Circuit Court, and Buyer expressly waives any right of removal to federal court pursuant to 28 U.S.C.
§1441. Buyer further waives and agrees not to assert as a defense in any action, suit or proceeding relating
to this Agreement any claim that (A) Buyer is not personally subject to the jurisdiction of the state and federal
courts of Arkansas; (B) the venue of the action, suit or proceeding is improper, (C) the action, suit or proceeding
is brought in an inconvenient forum, or (D) that the subject matter of this Agreement may not be enforced in
or by the state or federal courts of the state of Arkansas. Jack Tyler Engineering may at its sole discretion elect to
submit all disputes related to this Agreement to binding arbitration, administered by the Little Rock, AR office
of the American Arbitration Association under its Construction Industry Arbitration Rules, and heard by a single
arbitrator. An award rendered by such arbitrator shall be binding upon the parties and judgment on such
award may be entered by any court of competent jurisdiction in the State of Arkansas as the exclusive courts
of competent jurisdiction. This section shall not prohibit either party from seeking appropriate injunctive relief
in the Arkansas Circuit Courts.

16. Photographs. Jack Tyler Engineering may photograph areas where its work is being performed and use same
for advertising or promotional purposes.

17. Non-Solicitation. Buyer shall not recruit, hire, employ, contract or deal directly with any of Jack Tyler
Engineering’s employees, subcontractors or suppliers while Jack Tyler Engineering is performing its work or for a
period of 12 months after the termination of the Agreement or conclusion of Jack Tyler Engineering’s work without the
prior written approval of Jack Tyler Engineering.

18. Taxes. All applicable federal, state or local sales, use, or excise taxes, and any tariffs, duties or
surcharges which may be assessed are the sole responsibility of the Buyer and shall be in addition to the
price or prices stated on the Quote and/or invoice unless otherwise stated. Jack Tyler Engineering shall have the right
to add to the price of the Products invoice separately any such tax, tariff, duty or surcharge as may be imposed.

19. Successors and Assigns. This Agreement binds and inures to the benefit of Buyer and Jack Tyler Engineering
and their respective successors and permitted assigns. Buyer may not assign any interest in, nor delegate any
obligations or rights under this Agreement, without Jack Tyler Engineering's prior written consent.

20. Notices. Any notice or other communication regarding this Agreement must be in writing and delivered
both by email and in one of the following manners: (A) personally delivered, (B) transmitted by facsimile (with
a receipt acknowledgment), (C) transmitted by a recognized national courier service, or (D) mailed in
registered or certified form, to the last known business address of the party to which notice or
communication is being given.

21. No Waiver. The waiver by Jack Tyler Engineering of any breach by Buyer of any provision of this Agreement may
not be construed to be either a waiver of the provision itself or to the subsequent application or any other provision
of this Agreement.

22. Severability. If any provision of this Agreement is held by a court to be invalid, the remaining provisions
shall continue in full force and effect without being invalidated. If any provision is modified by a court, it shall
be modified so as to carry out the intent of this Agreement, and any provisions so modified shall be fully
enforced as modified.

23. Survival. The provisions of this Agreement which by their nature survive the termination of this Agreement
or final completion thereof, including, without limitation, all warranty, indemnification and payment obligations,
shall remain in full force and effect after final completion, cancellation or termination of this Agreement.

24. Headings. The headings used herein are for convenience of reference only and in no way define, limit
or describe any provision of this Agreement.

25. Entire Agreement. Buyer has not signed this Agreement in reliance upon any promise, condition, or
representation not contained within this Agreement, and this Agreement supersedes all prior and
contemporaneous agreements, understandings, and negotiations. No waivers, modifications, amendments or
changes to this Agreement, including, but not limited to the scope of work, parts, products, specifications,
pricing or schedules set forth in the Quote, shall be deemed effective unless in writing and signed by Buyer
and a corporate officer of Jack Tyler Engineering.
Thursday, March 13, 2025
RENTAL QUOTATION#: 868d28uat

Jack Tyler Engineering, Inc. is pleased to offer the following items for your inclusion in this
rental project. If you wish for us to supply any items not listed below, please inform us as soon as
possible. Please continue reading below for our detailed scope of supplies. We look forward to
working with you.

Two (2) CD160M Diesel Dri-Prime Pump
 • (1) Primary Unit; (1) Standby
 • 6" 150# Flanges Suction and Discharge
 • John Deere 6068H285 Tier 3 Diesel Engine
 • PrimeGuard Engine Controller
 • Skid Mounted, 180 Gallon Fuel Tank
Six (6) 6" x 10' Black Water Suction Hose W/QD Fittings
Two (2) 6" x 20' Black Water Suction Hose W/QD Fittings
One (1) 6" Female QD x 6" Female Camlock Adapter
One (1) 6" QD Wye
Two (2) 65' PrimeGuard Float Set
One (1) Multisize Back Plug 8" -12"
One (1) 1/4" X 30' Rope & Air Fill Kit W/Gauge
Two (1) 6" Check Valve W/QD Fittings


RENTAL TOTAL………………………………………………………………$1,436.00 Daily Rate
 $4,116.00 Weekly Rate
 $12,012.00 Monthly Rate



Note: Setup and delivery is included in the rehab. No electric pumps are available.




FOB: DESTINATION
VALIDITY: 30 DAYS
TERMS: SUBJECT TO JACK TYLER ENGINEERING, INC. TERMS & CONDITIONS OF SALE
SALES TAX: EXCLUDED




 ENGINEERED SOLUTIONS FROM PEOPLE WHO CARE

 6301 S University Ave, Little Rock, AR 72209

 PH: (501) 562.2296 www.jteng.com
Jack Tyler Engineering, Inc.
6301 S. Univeristiy
Little Rock, Ar 72209
Tel +1.501.562.2296 Fax +1.501.562.4273



 TERMS AND DEFINITIONS

Rental Day: One Calendar day; for diesel units, not exceeding eight (8) hours running.

Rental Week: Seven (7) calendar days; for diesel units, not exceeding 48 hours running in aggregate during a Rental Week.

Rental Month: Twenty-eight (28) calendar days; for diesel units, not exceeding 192 hours running.

Standby Rate: The Standby Rate is 75% of the scheduled rate. Standby is for a "second" or additional back-up pump to be run in the
 event the primary pump cannot. If the standby pump operates for any reason other than failure of a primary pump,
 the standard rate will apply.

Overtime For diesel units, all scheduled rates are based on an 8 hour per day shift. If diesel equipment is used for a double shift, the
Running: 8-hour rate will be multiplied by 1½ times the schedule rate. If used for a triple shift, the rate will be multiplied by 2
 times the scheduled rate.

Billing Cycles 3 - 7 Days = 1 Week
Based on Open 8 Days = 1 Week and 1 Day
Terms Approval 9 Days = 1 Week and 2 Days
 10 - 14 Days = 2 Weeks
 15 Days = 2 Weeks and 1 Day
 16 Days = 2 Weeks and 2 Days
 17 - 28 Days = 1 Month

Billing Cycle - 3 - 7 Days = 1 Week
COD Customers
Fees Environmental Fee is charged at 6% of rental charge for all applicable equipment with a minimum charge of $16 and
 maximum charge of $120 per individual piece of equipment. If there is not a certificate of insurance on file at the time of
 billing there will be a $75.00 rental protection plan fee applied and the customer is still responsible for any damages to the
 equipment.
Off Rent: It is the responsibility of the Customer to call into the Owner's local branch office and obtain an Off Rent Call Confirmation
 Number. This call serves as notification that equipment is disassembled, properly decontaminated, and stockpiled in one
 readily-accessible area available for immediate pick-up. Rental and/or labor charges will accrue if equipment is not cleaned
 and staged for removal. All equipment must be returned at the fuel level in which it was delivered, if not the customer will
 be charged for refueling on final invoice.
 IMPORTANT: Obtaining an Off Rent Call Confirmation Number does not release Customer from its obligations
 to safeguard and secure equipment, including maintaining required insurance coverages, while equipment remains
 under Customer's care, custody or control pending return of all rented equipment to Owner, Customer shall
 remain responsible for all loss or damage arising from Customer's failure to safeguard and secure equipment while
 awaiting pick up.
 TERMS AND CONDITIONS
1. This quotation is valid for 30 days, however, prices may change without written notification. Quotations for sales of HDPE pipe are valid for
 seven (7) days.
2. This quotation is our estimate of equipment and material required. Actual installation may vary in cost due to site requirements. Additional
 equipment or time to set-up will be charged at the above itemized rates or based upon our published rental rate schedule.
3. Payment terms: Net 30 based on credit approval.
4. Taxes are not included in any rental, sale or labor quotes. Customer is responsible for paying applicable taxes on the equipment and services,
 including sales and use tax. Customer will only be considered exempt when a valid Sales Tax Exemption Certificate is received when ordering
 any rental equipment, pumping services and/or sale goods.
5. Delivery and Pick-Up available at Customer's request via Lessor's/Supplier's truck for an additional charge.
6. Customer shall be responsible for providing adequate labor and material handling equipment onsite to unload/load and setup/breakdown
 equipment, including chains or cables of sufficient capacity along with cribbing material to support pumps, piping and accessories.
7. Customer responsible for daily monitoring of all equipment on site, including but not limited to cleaning of suction screen(s) as necessary. Diesel
 driven pumps require routine service including changing oil, oil filter, fuel filter, and performing general maintenance every 250 hours of running
 time, and also replacing the air filter every 500 hours of running time. As requested, Lessor/Supplier will service the equipment for an additional
 charge.
8. Customer shall be responsible for any required secondary containment around and under each pump to contain possible spills during operation or
 refueling of the equipment.
9. Customer shall be responsible for compliance with permitting, licensing or other regulatory requirements associated with setup, installation, or
 operation of the equipment.
 This order is subject to the Standard Terms and Conditions of Rental - Jack Tyler Engineering, Inc. effective on the date the order is accepted which terms are available at
 www.Jack TylerEngineering.com and incorporated herein by reference and made a part of the agreement between the parties.
CD160M Dri-Prime® Pump



The Godwin Dri-Prime CD160M pump offers
flow rates to 1880 USGPM and has the capability Picture8
of handling solids up to 3.0" in diameter.

The CD160M is able to automatically prime to
28' of suction lift from dry. Automatic or manual
starting/stopping available through integral
mounted control panel or optional wireless-
remote access.

Indefinite dry-running is no problem due to the
unique Godwin liquid bath mechanical seal
design. Solids handling, dry-running, and
portability make the CD160M the perfect choice
for dewatering and bypass applications.




Features and Benefits Specifications
  Simple maintenance normally limited to Suction connection 6" 150# ANSI B16.5
 checking fluid levels and filters. Delivery connection 6" 150# ANSI B16.5
  Dri-Prime (continuously operated Venturi air Max capacity 1880 USGPM †
 ejector priming device) requiring no periodic Max solids handling 3.0"
 adjustment. Optional compressor clutch Max impeller diameter 14.0"
 available.
 Max operating temp 176°F*
  Extensive application flexibility handling Max pressure 115 psi
 sewage, slurries, and liquids with solids up to Max suction pressure 73 psi
 3.0" in diameter. Max casing pressure 173 psi
  Dry-running high pressure liquid bath Max operating speed 2000 rpm
 mechanical seal with high abrasion resistant * Please contact our office for applications in excess of 176°F.
 solid silicon carbide faces. † Larger diameter pipes may be required for maximum flows.
  Close-coupled centrifugal pump with Dri-
 Prime system coupled to a diesel engine or
 electric motor.
  All cast iron construction (stainless steel
 construction option available) with cast steel
 impeller.
  Also available in a critically silenced unit
 which reduces noise levels to less than 70
 dBA at 30'.
  Standard engine John Deere 6068HF285 (T3
 Flex). Also available with John Deere Picture 101
 6068HC93 (IT4).
Please contact the factory or office for further details. A typical picture of the pump is shown.
All information is approximate and for general guidance only.
 Performance Curve Materials
 Flow (m³/hr)
 0 50 100 150 200 250 300 350 400 450
 90 Pump casing &
 280 Cast iron BS EN 1561 - 1997
 2000 rpm 30% 40% suction cover
 50% 80
 240 60%
 62%
 1800 rpm 64% 70 Wearplates Cast iron BS EN 1561 - 1997
 65%
 200 64%63% 60
 1600 rpm Carbon steel BS 970 - 1991
 Pump Shaft

 Head (meters)
 817M40T
Head (feet)
 160 50

 1400 rpm
 40 Cast Steel BS3100 A5 Hardness to
 120 Impeller
 1200 rpm 30
 200 HB Brinell
 80
 Non-return valve
 20 Cast iron BS EN 1561 - 1997
 body
 40
 10
 Silicon carbide face; Viton
 0 0 Mechanical seal
 0 250 500 750 1000 1250 1500 1750 elastomers; Stainless steel body
 Flow (USGPM)


 Engine option 1 Engine option 2
 John Deere 6068HF285 (T3 Flex), 149 HP @ 2000 rpm John Deere 6068HC93 (IT4), 156 HP @ 2000 rpm
 1 Impeller diameter 14.0" Impeller diameter 14.0"
 Pump speed 2000 rpm Pump speed 2000 rpm
 Suction Lift Table Suction Lift Table
 Total Total Delivery Head (feet) Total Total Delivery Head (feet)
 Suction Suction
 Head 144 185 201 221 245 Head 144 185 201 221 245
 (feet) Output (USGPM) (feet) Output (USGPM)
 10 2006 1712 1468 1027 489 10 2006 1712 1468 1027 489
 15 2006 1614 1370 734 367 15 2006 1614 1370 734 367
 20 2006 1517 1223 612 - 20 2006 1517 1223 612 -
 25 1614 1223 1076 489 - 25 1614 1223 1076 489 -
 Fuel capacity: 180 US Gal Fuel capacity: 180 US Gal
 Max Fuel consumption @ 2000 rpm: 8.0 US Gal/hr Max Fuel consumption @ 2000 rpm: 7.9 US Gal/hr
 Max Fuel consumption @ 1600 rpm: 7.0 US Gal/hr Max Fuel consumption @ 1600 rpm: 6.8 US Gal/hr
 Weight (Dry): 5,610 lbs Weight (Dry): 6,270 lbs
 Weight (Wet): 6,910 lbs Weight (Wet): 7,570 lbs
 Dim.: (L) 147" x (W) 56" x (H) 84" Dim.: (L) 147" x (W) 56" x (H) 84"
 Performance data provided in tables is based on water tests at sea level and Performance data provided in tables is based on water tests at sea level and
 20°C ambient. All information is approximate and for general guidance only. 20°C ambient. All information is approximate and for general guidance only.
 Please contact the factory or office for further details. Please contact the factory or office for further details.




 Drawing8




 Picture 102
 84 Floodgate Road Reference number : 95-1012-3000
 Bridgeport, NJ 08014 USA Date of issue : February 26, 2014
 (856) 467-3636 . Fax (856) 467-4841 Issue : 5
 Email: sales@godwinpumps.com
 www.godwinpumps.com
 © 2014 Xylem, Inc. All rights reserved. Godwin is a trademark of Xylem Dewatering Solutions, Inc., a wholly-owned subsidiary of Xylem Inc. Specifications and illustrations are subject to revision without notice. Xylem
 makes no representation regarding the completeness or accuracy of this information and is not liable for any direct or indirect damages arising from or relating to this information or its use.
AR CONTRACTORS LIC # 0219360525
OK CONTRACTORS LIC # 104396


PROPOSAL # AXJ31825 DATE: 3-18-25

PRICE FOR THE ELECTRICAL ON: Double Springs Lift Station Improvements in Fayetteville, AR
PRICE INCLUDES:
1. NECESSARY LABOR STRAIGHT TIME ONLY
2. PROVIDE AND INSTALL NEW 480 VOLT 3 PHASE SERVICE FROM EXISTING TRANSFORMER LOCATION
3. PERMIT IF NECESSARY
4. GROUNDING PER CODE AND LOCAL REQUIREMNETS
5. ALL MISCELLANEOUS MATERIAL TO FACILITATE INSTALLATION
 A. PVC CONDUIT UNDERGROUND
 B. GRC CONDUIT IN OTHER EXPOSED LOCATIONS
6 CONDUIT AND WIRING TO ACCOMMODATE NEW PUMPS AND CONTROLS
7. TEMPORARY WIRING OF POWER FOR NECESSARY BYPASS APPLICATION
8. TRENCHING FOR ELECTRICAL CONDUITS
9. 230KW NATURAL GAS GENERATOR 3PHASE 480 VOLT USING EXISTING ATS
10. DEMO OF SERVICE
11. DEMO OF EXISTING ELECTRICAL SYSTEM
12. PROPER SUBMITTALS AND AS-BUILT DRAWINGS
13. MOUNTING OF MOTOR CONTROL PANEL & SCADA PANEL
14. NEW RACK FOR ELECTRICAL EQUIPMENT ON WEST SIDE OF PUMP VAULT
15. RELOCATION OF POLE LIGHT
16. COORDINATION WITH POWER COMPANY
17. CRANE FOR SETTING OF NEW GENERATOR AND REMOVAL OF EXISTING


PRICE DOES NOT INCLUDE
 1. ANY TYPE OF CHANGE IN SCOPE OF WORK (IF IT’S NOT ON THE PLANS OR CALLED OUT IN THIS BID, IT IS NOT IN THE
 PRICE)
 2. ANY OVERTIME OR HOLIDAY PAY (if work must be done on any major holidays prior notice of 2 weeks must be made and holiday labor
 rates must be applied)
 3. ANY CONCRETE WORK FOR : UTILITY TRANSFORMER PAD, GENERATOR PAD, HOUSEKEEPING PAD FOR
 ELECTRICAL EQUIPMENT, POLE LIGHT BASES, CONCRETE DUCT BANK, ETC
 4. BLASTING, HAMMERING OR CHIPPING OF ROCK FOR EXCAVATION OR OTHERWISE
 5. ANY HAULING OF EXISTING GENERATOR OR OWNER EQUIPMENT OFFSITE
 6. ANY DIRECTIONAL BORING OR HAUL OFF OF DITCH SPOILS
 7. ANY LOW VOLTAGE SYSTEMS SUCH AS: FIRE ALARM, SECURITY SYSTEM, SECURITY CAMERAS,
 ACCESS CONTROL, PHONE, ETC.
 8. ANY INSTRUMENTATION DEVICES, PRESSURE SWITCHES, FLOW SWITCHES, TRANSMITERS, FLOW METERS, ETC
 9. ANY TELEMETRY, SCADA, INSTRUMENTATION CONTROLS, PLC CONTROL PANEL PARTS OR PROGRAMMING
 10. ANY PAVING, CUTTING OR PATCHING OF CONCRETE OR ASPHALT.
 11. ANY POWER COMPANY FEES
 12. ANY FIBER OPTIC CABLING OR INSTALLATION OF
 13. ANY TOWERS OR ANTENNA, NETWORK SWITCHES, ROUTERS, ETC
 14. ANY INSTALATION OF ANY INSTRUMENTATION IN PIPING SYSTEM OR WET WELL
 15. ANY HEAT TRACING OR INSTALLATION OF HEAT TRACING SYSTEM
 16. ANY BONDING FOR PROJECT. IF PERFORMANCE AND PAYMENT BOND WILL BE REQUIRED, ADD 1.2%
 17. ANY EXPIDITING FEES OR COST INCREASES DUE TARIFFS OR MANUFACTURER


BASE BID AS SPECIFIED…............................................ $ 326,000.00
This proposal is based on today’s material prices. QUOTE EXPIRES IN 15 DAYS
 THANK YOU
 JASON KUNCL
 AXIS ELECTRIC, LLC
 10260 N CAMPBELL RD WC 65, FAYETTEVILLE, AR 72701
 OFFICE: (479) 442-2947, MOBILE: (479) 601-5127, FAX: (479) 695-1324
 jkuncl@axis-electric.com
E. Skillern Rd. Request for Sewer Service Outside City Limits




 Washington County

 City of Fayetteville




 Subject
 Property
 N
 ST A T E OF
 LEGEND ARKANSAS


 ENGINEER: GB
 PROPOSED EXISTING DESCRIPTION
 REGISTERED
 AE AE AE AE AE
 ACCESS EASEMENT
 S 87°37'14" E 348.29' PROFESSIONAL




 Copyright © 2023 Bates & Associates, Inc.
 ASPHALT ENGINEER
 GE
 S
 BUILDING
 O FF
 No. 9810 T
 E
 0 50 100
 CANOPY REY H. BA
 CENTERLINE


 CONCRETE 11-20-2025
 1318 1320 CONTOURS (IDX)


 1318 1320 CONTOURS (INT)




 DRAWN BY: MW
 CURB & GUTTER




 S 01°59'52" W 250.25'
 DE DE DE DE DE
 DRAINAGE EASEMENT


 UE UE UE UE UE
 EASEMENT (UTILITY)

 UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
 ELECTRIC (UNDERGROUND)
 NOT FOR CONSTRUCTION
 OHE OHE OHE OHE OHE OHE OHE OHE
 ELECTRIC (OVERHEAD)




 N 02°06'22" E 369.91'
 // // // // // X X X X X
 FENCE




 DATE
 TYPE MATERIAL SIZE LENGTH

 11/20/25
 FO FO FO FO
 FIBER OPTIC


 FIRE STRIPING
 SEWER SDR-26 PVC 8 INCH 364.06 FEET
 > > > >
 FLOWLINE

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
 FORCEMAIN


 GAS GAS GAS GAS
 GAS MAIN


 GRAVEL


 GREENSPACE


 LB LB LB LB LB
 LANDSCAPE BUFER

 S 87°44'22" E




 REVISIONS
 LIGHT
 174.02'
 POWER POLE




 S 01°46'09" W
 PROPERTY LINE


 RETAINING WALL


 R/W R/W R/W R/W R/W R/W R/W R/W
 RIGHT OF WAY




 53.12'
 SANITARY SEWER MH

 SSV SSV SSV SSV SSV SSV SSV SSV SSV SSV
 SERVICE - SEWER

 WS WS WS WS WS WS WS WS WS WS
 SERVICE - WATER




 1st Submittal
 SS SS SS SS SS
 SEWER S 87°33'38" E
 SIDEWALK 112.94'
 STOP STOP SIGN

 SF SF SF SF SF
 SILT FENCE




 S 01°58'41" W 199.81'
 STORM BOX


 STORM PIPE


 TRUNCATED DOME

 W W W W
 WATER




 SKILLERN SEWER EXTENSION
 WETLANDS




 FAYETTEVILLE, ARKANSAS
 PROPOSED SINGLE




 N 01°48'46" E 247.75'
 FAMILY HOUSE




 UTILITY PLAN


 S 02°05'48" W 212.41' UTILITY EXTENSION
 PROJECT
 BOUNDARY

 R/W M.S
 .P R
 /W




 R/W 20
 4.
 9'
 3
 WASHINGTON COUNTY




 BATES
 2"
 PROPOSED MANHOLE 43
 E




 7230 S Pleasant Ridge Dr / Fayetteville, AR 72704
 R/W °4




 Engineers Surveyors
 3'0
 C/L
 R/W A N
 136 PP
 ARE
 N
 FAYETTEVILLE CITY LIMI
 R/W
 PLA
 TTED
 R/W
 5
 W
 T
 EX
 IS
 T.
 W
 13
 70
 TS
 R/



 R/W GAS




 S 02°02'30" W 103.76'
 FG W
 PR. U
 O CAP #1032
 A S SP 0 GAS
 1A 37
 HA .E.
 30' U 13 .P

 .E. (1 60 W ) M
 NK ER
 .S
 N
 2-50 LI (P
 D /W W 42°0
 1'4
 ) OO R


 GAS
 R/ 45
 FRO/W RH AX
 BO 7' M
 GH / 6
 .8
 1'
 2"
 W
 EI N
 W  (N MI
 AD 55
 '
 °03'5
 8" E CAP #1032
 RO ES - N 71 46.64'
 RN RI A
 LE A
 GAS
 PP
 IL H V A
 RE
 SK T
 E. WID
 N  T
 EX
 LT IS
 T.

 R/W
 .)
 R/
 N W

 FO R/
 48
 °1
 44 9'2
 .67 5" W
 W ' W
 PROPOSED MANHOLE




 PH: (479) 442-9350 / batesnwa.com
 1365
 1370
 2-50) GA
 2-50) S
 W FO
 30' 3U R/W M.S.P
 0' .UE
 W
 .E.. (1
 FO
 (1
 R/ C/L R/W



 D
 PLATTE
 R/W
 1360
 G W
 PROPOSED MANHOLE AS R/W

 . 10
 EC GU
 .2'
 EL
 ED SH ARD
 RI AC




 N 01°57'43" E 217.69'
 BU
 .1'
 K
 FO W
 13


 65
 Y
 BL
 SI
 13
 R/W
 -P
 OS R/

 N 06°31'07"
 Y
 IT
 IL

 OW
 N
 UT W
 KN
 UN


 GAS 65

 R/W W 196.24'
 13


 LL
 W
 (PE
 RM
 INK
 ) R/
 .S.P
 TIA .)
 R/W
 R/W
 EN
 SID AX
 RE 'M
 GA OS
 G(
 SIN
 IN
 / 52

 'M
 CR
 S ON
 - 45
 IES
 ST
 AR



 R/W
 60 AR
 LE
 HV
 13 CH IDT
 N. LT

 PH
 W

 S R/W
 AS
 A
 GA
 R/W SS
 S V
 S 31.87'
 N 88°17'27" W
 143.31'
 S 89°03'02" W 331.44' DRAWING NO.
 EXISTING MANHOLE
 C/L
 N 83°19'09
 R/W " W 246.4


 PROJECT NO.
 R/W
 R/W
 4'

 21-422
 UT1
 AMENDMENT NO. 3
 TO THE

 AGREEMENT For PROFESSIONAL ENGINEERING SERVICES
 BETWEEN

 CITY OF FAYETTEVILLE, ARKANSAS
 AND

 HAWKINS-WEIR ENGINEERS, INC.




In accordance with the AGREEMENT For PROFESSIONAL ENGINEERING SERVICES for the
Highway 112 Utility Relocation (HW Project No. 2021048), dated June 1, 2021, between the City of
Fayetteville, Arkansas (hereinafter called Owner) and Hawkins-Weir Engineers, Inc. (hereinafter called
Engineer), Owner hereby authorizes Engineer to proceed with engineering services as modified by this
Amendment No. 3.


SECTION 1 - SCOPE OF SERVICES

1.1 Amendment No. 3 is for Prebid and Construction Phase Services for the Highway 112 Utility
Relocation project by the Arkansas Department of Transportation (ARDOT). Additional information on
the proposed engineering services are detailed in the Engineer's attached Exhibit A - Scope of Services
dated October 24, 2025.


SECTION 2 - TIME OF SERVICE

2.1 Engineer will proceed with providing the services set f01ih herein immediately upon execution of
this Authorization by all paiiies and commencement of construction activities by ARDOT and the
Contractor.


SECTION 3 - COMPENSATION

3.1 Owner shall compensate Engineer for providing the services set fo1ih herein in accordance with the
te1ms of the Agreement. Total payment for Scope of Services described herein shall not exceed Nine
Hundred Seventy-Six Thousand Four Hundred Eighty and 00/100 Dollars ($976,480.00) without written
approval of Owner.




2021048 Amendment 3_2025-10-24 Page 1 of2 October 24, 2025
These additional services adjust the Agreement's total not to exceed fee to $1,767,230.00, including
proposed reimbursable expenses.


Attachments: Exhibit A - Scope of Services dated October 24, 2025
 Exhibit B - Fee Proposal dated October 24, 2025
 Exhibit C - Standard Hourly Billing Rate Structure, effective 2025




 AUTHORIZATION BY:
 CITY OF FAYETTEVILLE, ARKANSAS




 By:__________ _
 Honorable Molly Rawn, Mayor


 Date:_________ __

ACCEPTED BY:
HAWK.INS-WEIR ENGINEERS, INC.




 e_eh.M,
 __
By:_�_ru)j--------=--=---------'---�--
 Brett D. Peters, P.E.
 President and CEO



Date: October 24, 2025




2021048 Amendment 3_2025-10-24 Page 2 of 2 October 24, 2025
 Exhibit A
 Scope of Services
 Construction Phase Services
 Highway 112 Utility Relocations
 Fayetteville, Arkansas
 Project No. 2021048
 October 24, 2025

Project Description

 This scope of services describes professional engineering services provided to the City of
Fayetteville for the Arkansas Highway 112 Utility Relocations Project. Hawkins-Weir Engineers
(HW) shall provide construction phase and other services as set forth below and based on a
construction contract length of 840 calendar days (28 months). Although the scope of public utility
work on this project has been incorporated into the Arkansas Department of Transportation
(ARDOT) roadway plans and specifications for Project 040746, this Amendment to the
Engineering Services Agreement for Hawkins-Weir will be for construction phase services
associated with construction of the utility improvements only. In addition, Hawkins-Weir will serve
as the liaison between ARDOT’s contractor and the City of Fayetteville. For the purposes of this
Scope of Services, “the Owner” is identified as the City of Fayetteville.

TASK 1 – Preliminary Engineering Services – Completed

TASK 2 – Final Design Phase Services – Completed

TASK 3 – Prebid Services

 1. Reformat previously approved plans to match ARDOT formatting to allow incorporation of
 the utility improvements into the roadway construction plans,

 2. Reformat previously approved technical specifications into Special Provisions to allow
 incorporation into ARDOT bidding documents,

 3. Provide assistance to City of Fayetteville during easement acquisition efforts, including
 participating in coordination meetings with property owners and revising easement
 documents,

 4. Assist ARDOT during bidding phase in interpretation of utility relocation plans and
 preparation of bid addenda.

TASK 4 – Construction Phase Services – Utility Relocations

 1. Participate in a preconstruction conference with ARDOT, the Owner, and Contractor,

 2. Conduct pre-work coordination meetings with the Contractor and the Owner, including
 concrete pre-placement (vault structures), water and sewer main tie-overs, and
 connection to existing 36-in. prestressed concrete cylinder pipe (PCCP),

 3. Conduct up to 12 coordination meetings with water and sewer customers, the Contractor,
 and the Owner for water and sewer line tie-overs,

 4. Participate in up to 56 construction progress meetings conducted by ARDOT (typically
 semi-monthly), provide updates on the project status, review outstanding construction
 issues, assist ARDOT in preparing meeting minutes, and advise the Owner on utility
 matters,


2021048 Exhibit A Construction Phase - Scope of Services 1
 Exhibit A
 Scope of Services
 Construction Phase Services
 Highway 112 Utility Relocations
 Fayetteville, Arkansas
 Project No. 2021048
 October 24, 2025


 5. Provide full-time construction observation for a 28-month construction period for utility
 relocations only,

 6. Prepare, review and disseminate construction documentation including utility material
 submittals, requests for information (RFIs), field change orders (FCOs), and change
 orders (COs) as directed by ARDOT or the Owner,

 7. Compile, review and maintain documentation for procurement of materials in accordance
 with Build America, Buy America Act (BABAA) compliance,

 8. Review the Contractor’s construction quantities for utilities and provide assistance to
 ARDOT in processing Contractor’s monthly pay requests,

 9. Conduct as-built surveys of the completed water and sewer improvements,

 10. Coordinate and conduct a final inspection of utility improvements with ARDOT, Contractor,
 and Owner, and prepare a punch list of deficient construction items for the Contractor to
 address,

 11. Prepare Record Drawings of the completed utility relocation project and provide one (1)
 electronic copy for the Owner’s archives,

 12. Provide documentation for ARDOT on reimbursable and betterment construction costs for
 the utility relocation work,

 13. Assist ARDOT in project management and contract administration.

Scope of Services Exclusions

 1. This scope of services describes construction observation and construction phase
 services related only to the construction of public water and sanitary sewer improvements
 on the project. Hawkins-Weir will provide coordination between the City of Fayetteville,
 the Contractor, and ARDOT on the utility improvements, but ARDOT will be responsible
 for all other inspection and construction administration related to the roadway and storm
 drainage improvements.

 2. Water and sewer relocations and associated improvements are generally expected to be
 completed prior to the completion of the roadway improvements. Therefore, this scope of
 services assumes and the accompanying fee proposal is based on 840 days for review
 and approval of utility material submittals; construction, testing, and commissioning of the
 proposed utilities; and demolition and abandonment of existing utilities.

End of Scope of Services




2021048 Exhibit A Construction Phase - Scope of Services 2
 Exhibit B
 Fee Proposal Summary
 Construction Phase Services
 Highway 112 Utility Relocation
 City of Fayetteville, Project No. 021048
 October 24, 2025

TASK 3 - Prebid Services Highway 112 Utility Relocations, Fayetteville, Arkansas
 Engr Engr Engr GPS Surv Const Obs CAD Tech Civil Eng Total Total
 VII V II Survey Tech Surveyor III III Asst II Hours Cost
 Billing Rates (Effective 2025) $275 $225 $150 $200 $50 $175 $115 $120 $90
1. Reformat previously approved plans to match ARDOT formatting 88 24 112 $27,080
2. Reformat previously approved specifications for ARDOT bid documents 72 4 32 108 $23,580
3. Provide assistance to City of Fayetteville during easement acquisition 24 8 8 40 $8,960
4. Assist ARDOT during bidding phase and prepare bid addenda 24 4 4 32 $7,440
 TOTAL HOURS 208 4 0 0 0 8 0 36 36 292
 SUBTOTAL COST: TASK 3 - PREBID SERVICES $57,200 $900 $0 $0 $0 $1,400 $0 $4,320 $3,240 $67,060

TASK 4 - Construction Phase Services - Utility Relocations Highway 112 Utility Relocations, Fayetteville, Arkansas
 Engr Engr Engr GPS Surv Const Obs CAD Tech Civil Eng Total Total
 VII V II Survey Tech Surveyor III III Asst II Hours Cost
 Billing Rates (Effective 2025) $275 $225 $150 $200 $50 $175 $115 $120 $90
1. Participate in a preconstruction conference 8 4 4 4 4 24 $4,520
 (1)
2. Conduct pre-work coordination meetings with Contractor and Owner 16 8 8 8 40 $8,120
3. Conduct up to 12 coordination meetings for utility tie-overs 24 16 16 8 64 $13,320
4. Participate in up to 56 construction progress meetings (bi-monthly) 112 32 32 40 216 $46,400
5. Provide full-time construction observation for 28-mo. construction (2) 16 16 400 5,824 6,256 $737,760
6. Prepare, review and disseminate submittals, RFIs, FCOs, and COs 48 8 48 40 144 $25,800
7. Compile, review and maintain BABAA documentation 8 8 40 40 96 $13,600
8. Review Contractor's monthly quantities for utilities and assist ARDOT 16 48 40 104 $15,200
9. Conduct as-built surveys of the completed water & sewer improvements 40 40 16 96 $12,800
10. Coordinate and conduct a final inspection and prepare punch list 4 4 8 4 20 $3,560
11. Prepare Record Drawings of completed utility improvments 4 16 8 40 68 $9,220
12. Prepare betterment and reimbursement documentation for ARDOT 8 4 8 20 $3,520
13. Assist ARDOT in project management and contract administration 40 40 80 $14,600
 TOTAL HOURS 304 96 624 40 40 16 5,836 40 232 7,228
 SUBTOTAL COST: TASK 4 - CONSTRUCTION PHASE SERVICES $83,600 $21,600 $93,600 $8,000 $2,000 $2,800 $671,140 $4,800 $20,880 $908,420
(1)
 "The Owner" = City of Fayetteville
(2)
 For Task 4 - Item 5: Construction Observer III based on 48-hours per week for 840-day construction time for utility relocations only


Reimbursable Expenses
1. Outside Services Reproduction and Printing $1,000

 Total Estimated Reimbursable Expenses $1,000

Engineering Services Summary
TASK 3 - Prebid Services $67,060
TASK 4 - Construction Phase Services - Utility Relocations $908,420
Reimbursable Expenses $1,000
Total Engineering Fee (NTE) $976,480

2021048 Exhibit B Fee Proposal 2025-10-24\Prebid-Const Phase Fee 10-24-25 1 of 1
 Exhibit C




 Hawkins-Weir Engineers, Inc.
 Hourly Rate Schedule: 2025
 Description Billing Rate/Hour
 Engineer VII $275
 Engineer VI $250
 Engineer V $225
 Engineer IV $200
 Engineer III $175
 Engineer II $150
 Engineer I $125
 Environmental Specialist II $130
 Environmental Specialist I $110
 Designer II $135
 Designer I $100
 Civil Eng Assistant II $90
 Civil Eng. Assistant I $80
 CAD/BIM Modeler II $135
 CAD/BIM Modeler I $100
 CAD/GIS Technician III $120
 CAD/GIS Technician II $95
 CAD/GIS Technician I $75
 Construction Manager II $140
 Construction Manager I $125
 Construction Observer IV $135
 Construction Observer III $115
 Construction Observer II $95
 Construction Observer I $85
 Surveyor $175
 GPS Survey $200
 Survey Technician $50
 Business Manager $100
 Graphic Designer $100
 Document Processor $75

 Reimbursable Expenses
 Mileage $0.77/mile
 Printing @ Cost
 Travel @ Cost
 Expert Witness Rate x 2.0
 Other Direct Costs @ Cost

Notes:
 1. Hourly rates may be equitably adjusted
 2. Adjustment to rate schedule will not change contract lump sum or NTE amounts
 3. If a conflict exists, hourly rates & reimbursable expenses will be invoiced per terms of Agreement.