Transportation Committee — Fayetteville, AR
Date: 2026-03-31
Time: 17:30

113 W Mountain Street
 Fayetteville, AR 72701

 Transportation Committee Agenda
 (Immediately Following City Council Agenda Session)
 City Hall Room 101 / Virtual Meeting Via Zoom
 Tuesday, March 31, 2026
 5:30 PM


 Members
 Council Member Sarah Moore, Chair
 Council Member Robert "Bob" Stafford
 Council Member Sarah Bunch
 Council Member Min. Monique Jones

 City Staff
 Public Works Director Chris Brown
Assistant Public Works / Transportation Services Director Terry Gulley
 City Engineer Justin Bland
Transportation Committee March 31, 2026




Zoom Information

 Webinar ID: 867 2629 4072
 Registration Link: Zoom Link

A. Call to Order

B. Roll Call

C. New Business

 C.1. Plainview Avenue/Rolling Hills Connection-Contract Amendment with
 Garver

 Review of a Contract Amendment with Garver for Additional Design Services for
 design modifications on the Plainview and Rolling Hills Drive Connection. A
 recommendation from the Committee to the City Council is requested.


 C.2. S. School Ave. Improvement - Contract Amendment with ISG

 Review of a Contract Amendment with ISG for additional design services on the
 S. School Ave. Project


D. Reports and Presentations

 D.1. Transportation Work Plan Update

 Review of the quarterly progress report for sidewalks, trails, paving and
 miscellaneous Transportation Division Projects


E. Informational Items
E.1. Amendment to Resolution 219-25 to Include Additional Benches for Bus
 Stops:
 A resolution to waive competitive bidding and authorize the purchase of 10
 additional bus stop benches in the amount of $9,025.00, plus any applicable
 sales taxes and shipping charges, from Brasco International. (2026-807)



City of Fayetteville, Arkansas Page 2
Transportation Committee March 31, 2026



E.2. Crafton Tull & ARDOT Agreement - MLK Pedestrian Improvements:
 A resolution to award RFQ #26-01 and authorize a professional engineering
 services contract with Crafton, Tull & Associates, Inc. in the amount of
 $114,376.00 for the design of the Martin Luther King, Jr Boulevard Pedestrian
 Improvements Project, and to approve a master agreement addendum with the
 Arkansas Department of Transportation. (2026-1130)

E.3. Traffic Calming Policy Update:
 A resolution to approve a new Traffic Calming Policy. (2026-1131)


F. Adjournment




City of Fayetteville, Arkansas Page 3

113 W Mountain Street
 Fayetteville, AR 72701

 Transportation Committee Agenda
 (Immediately Following City Council Agenda Session)
 City Hall Room 101 / Virtual Meeting Via Zoom
 Tuesday, March 31, 2026
 5:30 PM


 Members
 Council Member Sarah Moore, Chair
 Council Member Robert "Bob" Stafford
 Council Member Sarah Bunch
 Council Member Min. Monique Jones

 City Staff
 Public Works Director Chris Brown
Assistant Public Works / Transportation Services Director Terry Gulley
 City Engineer Justin Bland
Transportation Committee March 31, 2026




Zoom Information

 Webinar ID: 867 2629 4072
 Registration Link: Zoom Link

A. Call to Order

B. Roll Call

C. New Business

 C.1. Plainview Avenue/Rolling Hills Connection-Contract Amendment with
 Garver

 Review of a Contract Amendment with Garver for Additional Design Services for
 design modifications on the Plainview and Rolling Hills Drive Connection. A
 recommendation from the Committee to the City Council is requested.


 C.2. S. School Ave. Improvement - Contract Amendment with ISG

 Review of a Contract Amendment with ISG for additional design services on the
 S. School Ave. Project


D. Reports and Presentations

 D.1. Transportation Work Plan Update

 Review of the quarterly progress report for sidewalks, trails, paving and
 miscellaneous Transportation Division Projects


E. Informational Items
E.1. Amendment to Resolution 219-25 to Include Additional Benches for Bus
 Stops:
 A resolution to waive competitive bidding and authorize the purchase of 10
 additional bus stop benches in the amount of $9,025.00, plus any applicable
 sales taxes and shipping charges, from Brasco International. (2026-807)



City of Fayetteville, Arkansas Page 2
Transportation Committee March 31, 2026



E.2. Crafton Tull & ARDOT Agreement - MLK Pedestrian Improvements:
 A resolution to award RFQ #26-01 and authorize a professional engineering
 services contract with Crafton, Tull & Associates, Inc. in the amount of
 $114,376.00 for the design of the Martin Luther King, Jr Boulevard Pedestrian
 Improvements Project, and to approve a master agreement addendum with the
 Arkansas Department of Transportation. (2026-1130)

E.3. Traffic Calming Policy Update:
 A resolution to approve a new Traffic Calming Policy. (2026-1131)


F. Adjournment




City of Fayetteville, Arkansas Page 3
 Transportation Committee Memo
 2026-1133

Meeting of March 31, 2026
To: Transportation Committee
Thru: Chris Brown, Public Works Director
From: Justin Bland, City Engineer
Subject: Review of a Contract Amendment with Garver for additional design services on the
 Plainview and Rolling Hills Extension Project

Recommendation:
Staff recommends approval of a design contract Amendment with Garver in the amount of $88,050 for
additional design sevices on the Plainview and Rolling Hills Extension Project
Background:
This is a 2019 bond program project that was originally intended to connect Appleby Drive, Rolling Hills Drive,
and Plainview Avenue through the Fiesta Square Shopping Center. The project was stalled due to property
acquisition issues, and was modified to remove the southern portion of the project. Design of the project has
begun moving forward, and construction is planned for later this year.
Discussion:
The project revisions have resulted in additional design effort by Garver. They have provided a proposed
contract amendment in the amount of $88,050 for these additional design services. Detail of this amendment
is attached.
Budget/Staff Impact:
These fees will be paid from the 2019 bond program funds.
Attachments: APPENDIX A - Garver Scope of Services- Amend #1




Mailing address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
APPENDIX A – SCOPE OF SERVICES
AMENDMENT NO. 1

1. General

Generally, the scope of services includes revising final plans and property acquisition documents as
required to redesign the roundabout as a mini-roundabout at the intersection of the existing Fiesta
Square entrance with the new roadway. The revisions also include changing the alignment of the
proposed Plainview Avenue and adding a right turn lane between the proposed mini-roundabout and
the College Avenue intersection. These changes will result in updated designs for roadway,
landscaping, electrical, traffic signal, water and sewer relocations, and preparation of revised property
acquisition documents


The following Section 11 – Final Design for Amendment No. 1 shall be added to the previously
approved Section 11 – Final Design.

11. Final Design

11.1. Signalization Design

The revised signal design and plans will include the following:
 • A dedicated right turn only lane to turn southbound onto College Ave. from new roadway
 to roundabout
 • Signal pole layout revision for poles B & C (pedestrian pushbuttons) for ADA compliance
 • Verify proper signal head alignment
 • Updates to Detector Chart, Interval Chart, and Phasing
 • Quantity Updates
 • 90% plan submittal for client review and comment then Final Revised Plans

11.2. Mini-Roundabout Final Design (90% & 100%)

Garver will revise the Final Design plans to incorporate the changes to the alignment and roundabout.
During the final design phase of the project, Garver will conduct final designs to prepare construction
plans and specifications, for one construction contract, including final construction details and
quantities, special provisions, and opinion of probable construction cost. Garver will also provide final
coordination with Owner, make any needed plan changes as a result of the final review comments
and/or special easement acquisition considerations, and prepare the construction documents as
required to advertise for bids.
The following design items shall be revised:
 • Horizontal and Vertical Alignments
 • Roadway Model
 • Drainage Design
 • Lighting Layout
The following plan sheets shall be revised:
 • Typical Sections
 • Maintenance of Traffic Plans
 • Pavement Marking and Striping Plans
 • Demolition Plans


Appendix A- Scope of Services
Amend. No. 1 1 of 2 Plainview Avenue Extension
 • Cross Sections
 • Drainage Plans and Profiles
 • Survey Control Plans
 • Roundabout Layout Plans
 • Roundabout Grading Plans
 • Erosion Control Plans
 • Landscaping Plans

11.3. Utility Potholing (Crossland)

Garver will subcontract with Crossland Heavy Construction to perform subsurface potholing for up to
eight (8) locations to develop accurate locations and depth information for underground utilities and
confirm conflicts and required utility relocations.

11.4. Water and Sewer Plans

Garver will revise water and sewer line design per previous City comments and from the findings of the
utility potholing. Water/Sewer plan and profile sheets will be revised as required to accommodate
changes to design.


The following Section 12 – Property Acquisition Documents for Amendment No. 1 shall be
added to the previously approved Section 12 - Property Acquisition Documents.

12. Property Acquisition Documents

Revised Property Acquisition Documents

Garver will develop updated individual tract maps with description of temporary and permanent
acquisition for each property affected by the changes to the roadway alignment and roundabout. The
Owner will provide a standard easement acquisition document or “go-by” example for use by Garver.
The fee for providing property acquisition documentation is based on permanent right of way and
temporary construction easements for no more than 3 properties.
Garver will stake ROW/easements up to one (1) time as requested by the City.




Appendix A- Scope of Services
Amend. No. 1 2 of 2 Plainview Avenue Extension
Exhibit B - Amendment No. 1

City of Fayetteville
Plainview Avenue Extension

FEE SUMMARY

 Original Amendment No. 1 Total Estimated
Title I Service Estimated Fees Estimated Fees Fees
Geotechnical Services (Terracon) $ 5,400.00 $ 5,400.00
Record Research $ 5,400.00 $ 5,400.00
Utility Markings (ARKUPS) $ 400.00 $ 400.00
Environmental Handling/Documentation $ 2,800.00 $ 2,800.00
Traffic Studies $ 19,700.00 $ 19,700.00
H&H Study $ 23,650.00 $ 23,650.00
Signalization Design $ 28,260.00 $ 9,100.00 $ 37,360.00
Surveys $ 49,870.00 $ 49,870.00
Conceptual Design $ 66,820.00 $ 66,820.00
Preliminary Design $ 87,850.00 $ 87,850.00
Preliminary Design - Electrical $ 9,000.00 $ 9,000.00
Final Design $ 77,100.00 $ 77,100.00
Final Design - Electrical $ 5,120.00 $ 5,120.00
Property Acquisition Documents $ 16,450.00 $ 9,000.00 $ 25,450.00
Bidding Services $ 4,830.00 $ 4,830.00
Mini- Roundabout Final Design (90%/100%) $ 35,200.00 $ 35,200.00
Final Design - Water & Sewer Relocations $ 24,750.00 $ 24,750.00
Utility Potholing (Subconsultant) $ 10,000.00 $ 10,000.00
Subtotal for Title I Service $ 402,650.00 $ 88,050.00 $ 490,700.00

 Original Amendment No. 1 Total Estimated
Title II Service Estimated Fees  Estimated Fees Fees
Construction Phase Services $ - $ -  $ -
Subtotal for Title II Service $ - $ -  $ -

Total All Services $ 402,650.00 $ 88,050.00 $ 490,700.00



L:\2020\20T21040 - Fayetteville Plainview Avenue Extension\Contracts\Client\Draft\Amendment No. 1\2026-03-06 Exhibit B - Garver Fee Spreadsheet - Amend #1
 Exhibit B - Amendment No. 1
 City of Fayetteville
 Plainview Avenue Extension

 REVISED SIGNALIZATION DESIGN

 WORK TASK DESCRIPTION E-6 E-5 E-3 E-1 T-1

 $320.00 $261.00 $183.00 $140.00 $105.00
 hr hr hr hr hr
1. Phase
 Pedestrain Push Button Pole Layout Revision 2 4
 Verify signal head alignment 2 2 2
 Detector Chart, Interval Chart, and Phasing Updates 2 8 4
 Quantity Revisions 1 2 2
 90% Revised Plans Submittal Review Comments 2 2 4
 Final Revised Plans 2 2 4 2
 QA/QC 1 1
 Subtotal - Phase 1 12 12 20 6

 Hours 1 12 12 20 6

 Salary Costs $320.00 $3,132.00 $2,196.00 $2,800.00 $630.00


 SUBTOTAL - SALARIES: $9,078.00

 DIRECT NON-LABOR EXPENSES
 Document Printing/Reproduction/Assembly $22.00

 SUBTOTAL - DIRECT NON-LABOR EXPENSES: $22.00



 SUBTOTAL: $9,100.00

 SUBCONSULTANTS FEE: $0.00



 TOTAL FEE: $9,100.00
 Exhibit B - Amendment No. 1
 City of Fayetteville
 Plainview Avenue Extension

 PROPERTY ACQUISITION DOCUMENTS

 WORK TASK DESCRIPTION E-1 S-5 S-2 2-Man Crew (Survey) 2-Man Crew (GPS Survey)

 $140.00 $207.00 $85.00 $243.00 $307.00
 hr hr hr hr hr
1. Acquisition Documents
 Coordination and Administration 1 1
 Permanent Right-of-Way Acquisition Documents 4 8
 Temporary Construction Easements 4 8
 Stake Proposed Easement (Maximum 6-Parcels) 8 6 8
 Subtotal - Acquisition Documents 1 17 16 6 8

 Hours 1 17 16 6 8

 Salary Costs $140.00 $3,519.00 $1,360.00 $1,458.00 $2,456.00

 SUBTOTAL - SALARIES: $8,933.00

 DIRECT NON-LABOR EXPENSES
 Travel Costs $67.00

 SUBTOTAL - DIRECT NON-LABOR EXPENSES: $67.00


 SUBTOTAL: $9,000.00

 SUBCONSULTANTS FEE: $0.00


 TOTAL FEE: $9,000.00
 Exhibit B - Amendment No. 1
 City of Fayetteville
 Plainview Avenue Extension

 MINI- ROUNDABOUT FINAL DESIGN (90%/100%)

 WORK TASK DESCRIPTION E-5 E-2 E-1 T-2 E-4 E-1 P-2

 $261.00 $164.00 $140.00 $122.00 $214.00 $140.00 $217.00
 hr hr hr hr hr hr hr
1. Project Management
 Administration and Coordination 4
 Subtotal - Project Management 4 0 0 0 0 0 0
2. Civil Engineering
 Revise Horizontal and Vertical Alignments 1 4
 Revise Roadway Model 1 4
 Revise Drainage Design 1 4
 Revise Typical Sections 1 4 4
 Revise Maintenance of Traffic Plans 2 4 4
 Revise Pavement Marking and Striping Plans 2 4 2
 Revise Demolition Plans 2 2 2
 Revise Cross Sections 1 4 4
 Revise Drainage Plan and Profiles 1 6 4
 Revise Survey Control Plans 1 2 2
 Revise Driveway Plans 1 2 2
 Revise Roundabout Layout Plans 4 4 4
 Revise Roundabout Grading Plans 4 6 4
 Revise Erosion Control Plans 2 4 4
 Revise Landscaping Plans 2 20
 Coordination with Utility Companies 2 4
 Coordination and Meetings with Owner 2 2
 Coordination with Property Owners 2 2
 SWPPP/Coordination with DEQ 1 6 6
 Specifications/Contract Documents 6 4 1 1
 Quantities 4 8 1
 Opinion of Probable Construction Cost 4 4 1
 Quality Control Review 4 2
 Address City Comments on 90% 8 8 8
 Subtotal - Civil Engineering 8 53 82 50 5 23 6

 Hours 12 53 82 50 5 23 6

 Salary Costs $3,132.00 $8,692.00 $11,480.00 $6,100.00 $1,070.00 $3,220.00 $1,302.00

 SUBTOTAL - SALARIES: $34,996.00

 DIRECT NON-LABOR EXPENSES
 Document Printing/Reproduction/Assembly $204.00

 SUBTOTAL - DIRECT NON-LABOR EXPENSES: $204.00


 SUBTOTAL: $35,200.00

 SUBCONSULTANTS FEE: $0.00


 TOTAL FEE: $35,200.00
 Exhibit B - Amendment No. 1
 City of Fayetteville
 Plainview Avenue Extension

 FINAL DESIGN - WATER & SEWER RELOCATIONS

 WORK TASK DESCRIPTION E-5 E-4 E-1 T-2

 $261.00 $214.00 $140.00 $122.00
 hr hr hr hr
2. Civil Engineering
 Revise Water Line Horizontal Alignments 8 12
 Revise Sewer Line Horizontal Alignments 8 12
 Plan & Profile Sheets 8 30 16
 Detail Sheets 1 2
 ADH Permitting 4 8
 Coordination with Utility Companies 2
 Coordination and Meetings with Owner 6
 Submittals to Owner 2 2
 Measurement and Payment Specs 8
 Quantities 1 6
 Opinion of Probable Construction Cost 4
 Quality Control Review 4

 Subtotal - Civil Engineering 4 52 72 16

 Hours 4 52 72 16

 Salary Costs $1,044.00 $11,128.00 $10,080.00 $1,952.00

 SUBTOTAL - SALARIES: $24,204.00

 DIRECT NON-LABOR EXPENSES
 Document Printing/Reproduction/Assembly $31.00
 ADH Permitting $515.00

 SUBTOTAL - DIRECT NON-LABOR EXPENSES: $546.00


 SUBTOTAL: $24,750.00

 SUBCONSULTANTS FEE: $0.00


 TOTAL FEE: $24,750.00
 AMENDMENT TO AGREEMENT FOR
 PROFESSIONAL ENGINEERING SERVICES
 CITY OF FAYETTEVILLE, AR
 ISG PROJECT #25-32858

 CONTRACT AMENDMENT NO. 1

This Contract Amendment No. 1, effective on the date last written below, shall amend the original contract between the City of
Fayetteville (Owner) and I & S Group, Inc. (ISG), dated August 5, 2025 referred to in the following paragraphs as the original
contract.



This Contract Amendment No. 1 adds professional design services for the :

Improvements to South School Avenue from MLK Jr. Boulevard to 15th Street.



In general, Amendment No. 1 scope of services include survey, environmental review, street design, traffic signal design, water
utility design, storm sewer culvert design, real estate acquisition documents, and bidding support.



 APPENDIX A – SCOPE OF SERVICES

All items contained in the attached Amendment No. 1 Appendix A shall be added to the original project Scope of Services.



 APPENDIX B – PROJECT FEE SPREADSHEETS

The attached hourly rates, summary sheet and fee spreadsheets shall be added to APPENDIX B as included in the original
agreement. The Amendment No. 1 shall increase the agreement amount a sum of $443,000.00 from $287,000.00 to
$730,000.00.




Contract Amendment No. 1
South School Ave. – MLK Jr. Blvd to 15th St.
I & S Group, Inc. | 3100 Market Street + Suite 106 + Rogers, AR 72758 + 479.974.1601 1
This Agreement may be executed in two (2) or more counterparts each of which shall be deemed an original, but all of which
together shall constitute one and the same instrument.



IN WITNESS WHEREOF, Owner and ISG have executed this Amendment effective as of the date last written below.



CITY OF FAYETTEVILLE I & S Group, Inc.



By:_________________________________ By:_________________________________



Name:______________________________ Name:__William Kratt_________________



Title:_______________________________ Title:__Business Unit Leader____________



Date:_______________________________ Date:_March 20, 2026_________________



Attest:______________________________




Contract Amendment No. 1
South School Ave. – MLK Jr. Blvd to 15th St.
I & S Group, Inc. | 3100 Market Street + Suite 106 + Rogers, AR 72758 + 479.974.1601 2
 APPENDIX A

SCOPE OF SERVICES
Project
The scope of services generally includes survey, environmental review, street design, traffic signal design, water utility design,
storm sewer culvert design, real estate acquisition documents, and bidding support. The project limits are School Avenue from
W 15th St to W Martin Luther King Jr Boulevard, including the functional areas of the intersections. The project is being funded
through a Safe Streets and Roads for All (SS4A) grant from the United States Department of Transportation (USDOT) and local
funding. The reconstruction will include enhancements to pedestrian infrastructure, landscaping, hardscaping, streets,
intersections, drainage systems, water systems, sanitary sewer systems, and access control.



PRELIMINARY DESIGN PHASE
Once the City approves the conceptual plans, ISG will begin the preliminary design phase and incorporate remaining comments
from the conceptual design phase. The preliminary design phase will document design decisions and will be used to complete
the NEPA documentation, and continue coordinating with agencies, utilities, and other stakeholders. A preliminary scope of
services is provided below that may be included in the Preliminary Design Phase, however, this is subject to modification and
revisions based on the findings during the Conceptual Design Phase and the preferred selected alternative.

Surveys
Right-of-Way and Easement Exhibit Preparation
ISG will prepare the right-of-way and easement descriptions along with associated exhibits as necessary, to assist with any
anticipated land acquisition adjacent to existing City of Fayetteville right-of-way or easements. These exhibits will be based upon
the final negotiated property acquisition agreements between the landowners and the City of Fayetteville and will be utilized for
recordation.

Utility Coordination
Once preliminary plans and right-of-way and easement documents are prepared, ISG will provide these documents to utilities in
order for them to confirm any conflicts their facilities have with the reconstruction. Utilities will be asked to provide a work plan
for any removals, relocations, or additions to their facilities. The work plan will include drawings and a proposed schedule for
any work on their facilities. ISG will coordinate with utilities to encourage the relocation of any conflicts prior to the
reconstruction of School Avenue. Any conflicts that must be resolved during reconstruction of School Avenue will be coordinated
and information will be provided in the contract documents for the City’s contractor to continue coordination through the
reconstruction of School Avenue.

Environmental
Agency Coordination
ISG will provide preliminary and final plans to the following agencies for regulatory approvals, if required:

 • Arkansas Division of Environmental Quality (ADEQ)
 • Arkansas Department of Health



Contract Amendment No. 1
South School Ave. – MLK Jr. Blvd to 15th St.
I & S Group, Inc. | 3100 Market Street + Suite 106 + Rogers, AR 72758 + 479.974.1601 3
 • Division of Arkansas Heritage
 • United States Army Corp of Engineers (USACE)
 • United States Fish and Wildlife Service (USFWS)


Environmental Document
ISG will finalize the environmental document, as required by the National Environmental Policy Act (NEPA), to Federal Highway
Administration (FHWA) standards. The subject project is assumed to require a Tier 3 Categorical Exclusion (CE). Once complete,
ISG will furnish the City and the FHWA original copies for review. ISG will incorporate comments into a revised document. ISG
assumes up to two rounds of comments. ISG will submit the final document to FHWA for its approval.

Public Engagement
ISG will provide the City with written content, graphics, and project documentation for the City’s use on the City’s website, social
media, and other communication methods. In addition, the following meetings are anticipated:

 • Up to Two (2) public involvement meetings, one prior to preliminary design, and one during final design and prior to
 bidding
 • Up to One (1) Transportation Committee meetings
 • Up to One (1) Active Transportation Committee meetings
 • Meetings with residents, businesses, property owners, and other stakeholders, as necessary
ISG will coordinate the public meetings, with assistance from the City. ISG will keep a public engagement log of comments and
interactions with public stakeholders and will provide the log to the City.

Culvert Design
ISG will complete a comprehensive Hydrologic and Hydraulic (H&H) study to evaluate the existing culvert at the Tanglewood
Branch crossing. This study will include an analysis of current conditions, modeling of proposed improvements, and
recommendations for appropriate culvert replacement sizing. ISG will also document the anticipated upstream and downstream
impacts associated with the proposed improvements.
Incorporating the culvert replacement into the project scope may necessitate additional environmental investigations, including
but not limited to an endangered species bat assessment. Permitting through agencies such as the Arkansas Department of
Environmental Quality (ADEQ) and the Federal Emergency Management Agency (FEMA) will also be required. ISG will coordinate
directly with each permitting agency to obtain all necessary approvals for the project.
It is anticipated that the culvert will be a precast reinforced concrete box. Should the preferred alternative be of a different
structure type requiring structural analysis and design, ISG can provide a subsequent proposal with those additional service.


Preliminary Plans
ISG will prepare a Preliminary Plan set that will take the preferred alternative to approximately 60% of completed construction
documents. An updated opinion of probable cost will be provided. ISG will coordinate a preliminary plan review meeting with the
City. The preliminary plan set will include:

 • Title Sheet
 • Typical Sections
 • Construction Details

Contract Amendment No. 1
South School Ave. – MLK Jr. Blvd to 15th St.
I & S Group, Inc. | 3100 Market Street + Suite 106 + Rogers, AR 72758 + 479.974.1601 4
 • Removal Plans
 • Utility Plans and Profiles
 • Intersection Details
 • Street Plans and Profiles
 • Pavement Marking and Signing Plans
 • Maintenance of Traffic Conceptual Plans
 • Cross Sections
 • Box Culvert Plan and Profile


Landscape Architecture
ISG will design streetscape amenities. These amenities could include plantings, planters, benches, bus shelters, refuse
receptacles, placemaking features, gateway features, and other amenities. Streetscape amenities will be coordinated with
green infrastructure, lighting, and street reconstruction designs.

Electrical Design
ISG will design street lighting. Lighting spacing will be according to City standards. If none exist, spacing will match typical
installations. A photometric analysis will be provided, if requested.



FINAL DESIGN
Once the City approves the preliminary plans, ISG will begin the final design phase and incorporate remaining comments from
the preliminary design phase. The final design phase will provide construction plans, specifications, and estimates for the
purpose of bidding and construction. Plans and specifications will be used to continue coordinating with agencies, utilities, and
other stakeholders. ISG will coordinate a final plan review meeting with the City. After comments from the final plan review
meeting are received and incorporated, a plan-in-hand walkthrough will be conducted with the City, and final changes will be
incorporated into the final construction documents prior to bidding. An updated opinion of probable cost will be provided. The
final plan set will include:

 • Title Sheet
 • Project notes
 • Typical Sections
 • Construction Details
 • Removal Plans
 • Erosion Control Plans
 • Utility Plans and Profiles
 • Intersection Details
 • Street Plans and Profiles
 • Pavement Marking and Signing Plans

Contract Amendment No. 1
South School Ave. – MLK Jr. Blvd to 15th St.
I & S Group, Inc. | 3100 Market Street + Suite 106 + Rogers, AR 72758 + 479.974.1601 5
 • Maintenance of Traffic Plans
 • Cross Sections
 • Box Culvert Plan and Profile


Utility Coordination
ISG will provide utilities with final plans and right-of-way and easement exhibits and will continue to coordinate with utilities prior
to reconstruction of School Avenue as needed.

Environmental
Permitting
Storm Water Pollution Prevention Plan (SWPPP)
ISG will prepare a Storm Water Pollution Prevention Plan for the scope of this proposed construction work. A stormwater
pollution prevention plan will be prepared that incorporates Best Management Practices (BMPs). This plan will include the
necessary erosion control measures to meet local and state requirements.

Bidding Assistance
ISG will assist in the preparation of an advertisement for bids to assist with solicitation of competitive general contractor bids.
We are prepared to respond to contractor questions and issue clarifications via addendum if necessary. We will also provide
assistance with bid evaluation, issuance of a recommendation of award, and preparation of the Notice to Proceed and
Agreement between the City and Contractor.

Survey
Monumentation
Based on the boundary survey and the recorded right-of-way and easement documents, ISG will install iron monuments at the
new property corners. It is anticipated that temporary monumentation will be set prior to construction and that after
construction is completed final monumentation will be installed. This will include subsurface installation of ½-inch diameter, 20-
inch-long solid iron rods, or other permanent monuments where applicable, at each of the new property corners. The locations
will also be identified on the surface by wooden lath.



EXCLUSIONS
The following items are excluded from the scope of services in this proposal:

 • Geotechnical Services
 • Public Hearings
 • Cultural Resources Surveys beyond Phase I
 • Wetland Delineation
 • Hazardous Material Surveys beyond Phase I
 • Section 4(f) Evaluations
 • Visual Impact Memo
 • Noise Screening Analysis

Contract Amendment No. 1
South School Ave. – MLK Jr. Blvd to 15th St.
I & S Group, Inc. | 3100 Market Street + Suite 106 + Rogers, AR 72758 + 479.974.1601 6
 • A NEPA Environmental Assessment, Finding of No Significant Impact, or Environmental Impact Statement
 • LOMR
 • Structural Engineering
 • Construction Phase Services




SCHEDULE
ISG proposes the following schedule if the contract amendment is approved by May 1, 2015. This schedule is dependent upon
the City receiving the approval of the NEPA document by July 1, 2026. The subsequent tasks are expected to be adjusted if that
approval is delayed.

Phase Date

Receive Final Environmental Clearance July 1, 2026
Preliminary Plans (60%) August 14, 2026
Right-of-way and Easement Documents September 18 2026
Final Plans and Specifications for City Review (90%) April 1, 2027
Final Construction Documents June 1, 2027




Contract Amendment No. 1
South School Ave. – MLK Jr. Blvd to 15th St.
I & S Group, Inc. | 3100 Market Street + Suite 106 + Rogers, AR 72758 + 479.974.1601 7
 APPENDIX B

COMPENSATION
ISG proposes to provide the scope of work described within this proposal for compensation in accordance with the following
schedule. Anticipated reimbursable expenses such as travel time, mileage expenses, and printing costs are included.

Preliminary Design Phase Compensation

Surveys $40,000.00
Environmental $24,000.00
Franchise Utility Coordination $10,000.00
Preliminary Plans (including box culvert addition) $139,000.00
Public Engagement $15,000.00

 Total $228,000.00



Preliminary Design Phase – Water Utility Compensation

Preliminary Plans $50,000.00

 Total $50,000.00



Final Design Phase Compensation

Survey $15,000.00
Franchise Utility Coordination $5,000.00
Final Plans $90,000.00

 Total $110,000.00



Final Design Phase – Water Utility Compensation

Final Plans $45,000.00

 Total $45,000.00




Contract Amendment No. 1
South School Ave. – MLK Jr. Blvd to 15th St.
I & S Group, Inc. | 3100 Market Street + Suite 106 + Rogers, AR 72758 + 479.974.1601 8
Bidding Assistance Compensation

Bidding Assistance $10,000.00

 Total $10,000.00




Total Compensation for Contract Amendment 1 $443,000.00




Contract Amendment No. 1
South School Ave. – MLK Jr. Blvd to 15th St.
I & S Group, Inc. | 3100 Market Street + Suite 106 + Rogers, AR 72758 + 479.974.1601 9
Fee Summary
City of Fayetteville, AR
S. School Ave. (MLK to 15th)
ISG Project #32858


FAYETTEVILLE, AR (SS4) S. SCHOOL AVE PROJECT

 Senior Civil Civil Civil Civil Civil Civil Civil Landscape Landscape Senior Environmental Environmental Senior Land  Geospatial Geospatial
 Engineer Engineer IV Engineer II Engineer I Designer IV Designer III Designer II Architect IV Architect II Scientist Scientist/Engineer III  Surveyor Specialist III Specialist II Total
 $ 250.00 $ 215.00 $ 170.00 $ 160.00 $ 170.00 $ 150.00 $ 140.00 $ 205.00 $ 160.00 $ 225.00 $ 170.00 $ 210.00 $ 140.00 $ 130.00
SURVEY
Prelim Phase
Right-of-way and Easement Exhibits 22 132 58 $ 39,990.00
Final Phase
Temporary Monumentation 1 29 24 $ 7,395.00
Final Monumentation 1 9 9 11 $ 4,795.00
Expenses $ 2,815.00

 TASK TOTAL $ 54,995.00
ENVIRONMENTAL
Prelim Phase
Project Management 1 6 $ 1,600.00
Agency Coordination 1 2 13 $ 2,875.00
Archaeology and History 1 2 4 $ 1,345.00
Hazardous Materials 8 $ 1,360.00
Environmental Document 1 3 14 $ 3,305.00
Permitting 2 9 $ 1,980.00
Wetland Delineation 1 5 60 $ 11,575.00

 TASK TOTAL $ 24,040.00
FRANCHISE UTILITY COORDINATION
Prelim Phase
Preliminary Plan Packages 1 5 5 $ 1,900.00
Review of Utility Work Plans 2 15 15 $ 5,450.00
Work Plan Revisions 1 8 8 $ 2,890.00
Final Phase
Final Plan Packages 2 8 8 $ 3,140.00
Continued Coordination 1 4 4 $ 1,570.00

 TASK TOTAL $ 14,950.00
Fee Summary


PRELIMINARY PLANS
Project Management 14 4 $ 4,360.00
Civil Design 40 128 $ 27,280.00
Landscape Architecture 24 110 $ 22,520.00
Plan Production 96 $ 14,400.00
Cost Opinion 4 12 $ 2,600.00
Electrical 2 16 24 40 30 $ 18,920.00

 TASK TOTAL $ 90,080.00
FINAL PLANS
Project Management 14 4 $ 4,360.00
Civil Design 40 136 $ 28,560.00
Landscape Architecture 22 109 $ 21,950.00
Plan Production 92 $ 13,800.00
Cost Opinion 4 10 $ 2,280.00
Electrical 2 17 26 40 28 $ 19,175.00
Bidding $ -

 TASK TOTAL $ 90,125.00
BOX CULVERT
Field Survey 8 4 $ 2,240.00
Process Survey 4 8 $ 1,960.00
Survey/Design Report 2 16 2 3 12 $ 6,450.00
Hydrology and Hydraulics 4 16 26 $ 8,600.00
Structure Design 6 32 12 8 $ 11,660.00
Permitting 9 40 24 $ 14,690.00
Drafting Structure Plan 24 $ 3,360.00

 TASK TOTAL $ 48,960.00
PUBLIC ENGAGEMENT
Prelim Phase
Project Management 10 10 $ 4,650.00
Prepare Materials 10 10 4 $ 5,290.00
Coordinate Public Meetings 10 10 $ 4,650.00
Public Engagement Log 2 $ 430.00
Expenses $ 3,000.00

 TASK TOTAL $ 15,020.00
Fee Summary


PUBLIC UTILITIES
Prelim Phase
Preliminary Design 13 24 124 166 $ 51,490.00
Final Phase
Final Desgin 20 24 100 100 $ 40,160.00
Permitting 8 8 $ 3,720.00

 TASK TOTAL $ 95,370.00
Bidding
Bidding 10 18 23 $ 10,050.00

 TASK TOTAL $ 10,050.00



 GRAND TOTAL $ 443,590.00
 TRANSPORTATION QUARTERLY PROGRESS REPORT

Asphalt Paving Program

01/01/2026 – 01/31/2026:

During the month of January, when temperatures were not conducive to asphalt paving
operations, the paving crew was reassigned to address a backlog of bridge maintenance
requests from ARDOT. These activities included joint filling, streambank stabilization, and box
culvert cleaning. Crews successfully completed maintenance on 17 bridges throughout
Fayetteville. In addition, the crew assisted with snow removal operations during winter weather
events.




Picture 1: North St. & Scull Creek Before Picture 2 : North St. & Scull Creek After

02/01/2026 – 02/28/2026:

Bridge maintenance efforts continued through early and mid-February. In late February, training
commenced on the newly acquired Caterpillar paver. To maximize training opportunities in
advance of the paving plan, crews completed several large patching projects at N. Susan Carol
Ln., W. Cleburn St., and W. 7th St.
Picture 3:Paver Training at City Shop Picture 4: N. Susan Carol Ln.




Picture 5: W. Cleburn St. Picture 6: W. 7th St.

03/01/2026 – 03/31/2026:

Crews initiated work on streets identified in the paving plan, beginning in Ward 3 due to Water
and Sewer’s replacement of the water main along E. Ridgeway Dr., W. Ridgeway Dr., N.
Crestwood Dr., and N. Viewpoint Dr. Over the course of the next 4-5 weeks, crews anticipate
completing approximately 1.49 miles of paving in Ward 3, representing 86% of the total paving
scheduled for the ward.




Picture 7: E. Ridgeway Dr. Paving Picture 8: E. Ridgeway Dr. Paving




 2
Trails Program

01/01/2026 – 01/31/2026:

From early to mid-January, the trail crew supported bridge maintenance efforts by performing
foundation repairs and concrete patching. In late January, the crew transitioned to the Woolsey
Trail Project. The crew also assisted with snow removal operations during this period.




Picture 9:Concrete Bridge Patching Picture 10: Bridge Foundation Repair

02/01/2026 – 02/28/2026:

Throughout February and into early March, the crew continued work on the Woolsey Trail
Project. The existing trail section was replaced due to persistent surface water flowing across
the trail, which created safety concerns for users. Improvements included the installation of
approximately 210 linear feet of trail and five culverts to improve drainage.




Picture 11:Woolsey Trail Picture 12:Woolsey Trail Culverts




 3
03/01/2026 – 03/31/2026:

The Woolsey Trail Project was completed in early March. Following completion, the crew
transitioned to the Hamstring Trail Project, where work began on constructing an access road to
support construction activities.




Picture 13:Hamstring Trail Construction Access Picture 14: Hamstring Trail Construction Access




 4
Sidewalk Program

01/01/2026 – 01/31/2026:

Throughout January, the sidewalk crew assisted with bridge maintenance activities, including
box culvert foundation repair and retaining wall repair. The crew also contributed to snow
removal efforts and addressed service requests identified in the Concrete Construction Work
Plan.




Picture 15:Box Culvert Foundation Repair Picture 16:Retaining Wall Repair

02/01/2026 – 02/28/2026:

From early to mid-February, the crew continued addressing service requests outlined in the
Concrete Construction Work Plan and has completed approximately 45% of the total identified
requests to date. In late February, the crew initiated an unplanned project involving the
construction of approximately 123 linear feet of concrete alley between Lincoln Ave. and N.
Shady Ave. Work on this project continued into early March.




Picture 17:Alley Excavation Picture 18:Completed Alley




 5
03/01/2026 – 03/31/2026:

Upon completion of the alley project, the crew began the Cleveland St. Sidewalk Improvement
Project, as identified in the Concrete Construction Work Plan. Work is expected to continue
through the end of March before being temporarily paused due to the reallocation of resources
to the Stephen Carr Memorial Project.




Picture 19:Cleveland St. Improvements Picture 20:Cleveland St. Improvements

Attachments

2026-2027 Concrete Construction Work Plan

2026-2027 Paving Plan

2026 Proposed Shared-Use Paved Trail Construction Projects Plan

Projects highlighted in green are complete and projects highlighted in yellow are under
construction or will be soon.




 6
 2026-2027 CONCRETE CONSTRUCTION WORK PLAN
 (196 WORKING DAYS)

 2026 Sidewalk Design Projects
 Construction
 Length Width
Project Street From To Placement Type Ward Time
 Feet Feet
 (Days)
Nettleship St. Eastern Ave. Graham Ave. South Side New 320 6 1 TBD
Oakland Ave. Cleveland St. Douglas St. East Side Rep./ New 290 6 2 TBD


 2026 Primary Sidewalk Construction Projects
 Construction
 Length Width
Project Street From To Placement Type Ward Time
 Feet Feet
 (Days)
Cleveland St. Leverett Ave. Willis Ave. North Side New 806 6 2 88
 15th St. College Ave. Kelly Lynn Driveway South Side New 501 5 1 24
 SUBTOTAL 112


 2026 Sidewalk Maintenance from Service Requests
 Address Ward Description Construction Time (Days)

 4380 W. Pecan St. 1 Replace sidewalk 25 ft. 2
 2133 S. Clover Dr. 1 Replace sidewalk 25 ft. 2
 520 N. Washington Ave. 2 Replace sidewalk 75 ft. 4
 311 W. Ila St. 2 Replace sidewalk 45 ft. 4
 413 W. Center St. 2 Replace sidewalk 12 ft. 2
 303 E. Sutton St. 2 Replace sidewalk 60 ft. & Replace curb 15 ft. 3
 526 E. Lafayette St. 2 Replace sidewalk 40 ft. 3
 251 E. Sycamore St. 2 Replace sidewalk 15 ft. 2
 327 N. Willow Ave. 2 Install 4 ADA ramps 4
 127 W. Mountain St. 2 Replace sidewalk 50 ft. 3
 1018 N. Canterbury Rd. 3 Replace sidewalk 32 ft. 2
 461 E. Fairway Ln. 3 Replace sidewalk 50 ft. 3
 2507 N. Jimmie Ave. 3 Replace sidewalk 150 ft. 3
 2531 N. Jimmie Ave. 3 Replace sidewalk 149 ft. 3
 2515 E. Lancer St. 3 Replace sidewalk 25 ft. 2
 E. Arapaho Dr. 3 Replace sidewalk 50 ft. 3
 4677 W. Franciscan Trl. 4 Replace sidewalk 40 ft. 4
 3103 N. Verona Ln. 4 Replace sidewalk 24 ft. 3
 W. Ika Ln. 4 Replace sidewalk 40 ft. 3
 2979 W. Ika Ln. 4 Replace sidewalk 42 ft. 3
 3103 Verona Ln. 4 Replace sidewalk 25 ft. 3
 E. Albright Rd. 4 Replace sidewalk 15 ft. 3
 SUBTOTAL 64


 2026 Misc. Maintenance from Service Requests
 Address Ward Description Construction Time (Days)
 841 W. Lorena Ln. 1 Replace curb 45 ft. 3
 1815 W. Arrowhead St. 1 Replace curb 40 ft. 3
 275 S. Duncan Ave. 2 Replace curb 6 ft. 2
 1039 E. Bonnie Ln. 3 Replace curb 250 ft. 5
 2838 W. Vanike Dr. 4 Replace curb 2 ft. 1
 SUBTOTAL 14
 TOTAL (Days) 190


 2027 Sidewalk Design Projects
 Construction
 Length Width
Project Street From To Placement Type Ward Time
 Feet Feet
 (Days)
 Lindell Ave. Hughs St. Eagle St. East Side New 185 5 2 TBD
Leverett Ave. Sycamore St. Poplar St. West Side Rep. 1,325 6 2 TBD


 2027 Primary Sidewalk Construction Projects
 Construction
 Length Width
Project Street From To Placement Type Ward Time
 Feet Feet
 (Days)
Nettleship St. Eastern Ave. Graham Ave. South Side New 320 6 1 TBD
Oakland Ave. Cleveland St. Douglas St. East Side Rep./ New 290 6 2 TBD


 2026-2027 Secondary Sidewalk Construction Projects
 Construction
 Length Width
Project Street From To Placement Type Ward Time
 Feet Feet
 (Days)
  Center St. West Ave. Razorback Greenway South Side New 288 8 2 24
 Stearns St. Joyce Ave. Vantage Dr. North Side New 276 6 3 TBD
Hackberry Dr. Amber Dr. Overcrest St. North Side New 202 6 3 TBD
 2026 PAVING PLAN p. 1/2


 WARD 1

 Current
 Pavement Pavement Pavement Project Project Average Unit Segment Total Whole Project
Project ID On Street From Street To Street Segment PCI Rehab Activity
 Width (ft) Length (ft) Area (yd2) Length (ft) Current PCI Rate ($/yd2) Cost ($) Cost ($)
 (CPCI)

  15441 S COBALT AVE NORTH END E PEACEFUL DR 20 109 254 80.8 852 74 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $4,636.00 $47,360.00
  15441 S COBALT AVE E PEACEFUL DR E ROYAL DR 27 298 939 71.9 852 74 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $17,137.00 $47,360.00
  15441 S COBALT AVE E ROYAL DR ALLEY 2443 27 119 376 72.8 852 74 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $6,862.00 $47,360.00
  15441 S COBALT AVE ALLEY 2443 E HISTORY ST 27 157 495 75.9 852 74 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $9,034.00 $47,360.00
  15441 S COBALT AVE E HISTORY ST ALLEY 2547 27 168 531 74.5 852 74 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $9,691.00 $47,360.00
  15631 S CHURCH AVE W ROCK ST W SOUTH ST 25 618 1,801 59.7 618 60 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $32,868.00 $32,868.00
  3620 E HISTORY ST S SUGARBUSH AVE S DEAD HORSE MOUNTAIN RD 20 207 482 78 207 78 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $8,797.00 $8,797.00
  3630 E HISTORY ST S COBALT AVE S SUGARBUSH AVE 27 555 1,747 74 756 75 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $31,883.00 $40,442.00
  3630 E HISTORY ST S DEAD HORSE MOUNTAIN RD S SUGARBUSH AVE 20 201 469 78 756 75 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $8,559.00 $40,442.00
  4900 E PEACEFUL DR WEST END S COBALT AVE 19 126 280 73 989 70 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $5,110.00 $48,563.00
  4900 E PEACEFUL DR S COBALT AVE S SUGARBUSH AVE 25 668 1,948 70 989 70 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $35,551.00 $48,563.00
  4900 E PEACEFUL DR S SUGARBUSH AVE S DEAD HORSE MOUNTAIN RD WC 55 19 195 433 71 989 70 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $7,902.00 $48,563.00
  5300 E ROYAL DR WEST END S COBALT AVE 20 131 306 81 744 76 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $5,585.00 $39,512.00
  5300 E ROYAL DR S COBALT AVE S SUGARBUSH AVE 26 613 1,859 75 744 76 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $33,927.00 $39,512.00
  17660 S SUGARBUSH AVE E PEACEFUL DR E ROYAL DR 20 252 587 75.7 548 75 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $10,713.00 $22,704.00
  17660 S SUGARBUSH AVE E ROYAL DR ALLEY 2443 19 144 319 78.2 548 75 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $5,822.00 $22,704.00
  17660 S SUGARBUSH AVE ALLEY 2443 E HISTORY ST 19 153 338 70 548 75 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $6,169.00 $22,704.00
 TOTAL $240,246.00 0.89 MILES




 WARD 2

 Current
 Pavement Pavement Pavement Project Project Average Unit Segment Total Whole Project
Project ID On Street From Street To Street Segment PCI Rehab Activity
 Width (ft) Length (ft) Area (yd2) Length (ft) Current PCI Rate ($/yd2) Cost ($) Cost ($)
 (CPCI)

  9310 N GREGG AVE W PROSPECT ST W CLEBURN ST 26 310 939 79.1 617 86 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $17,137.00 $30,222.00
  9310 N GREGG AVE W CLEBURN ST W HAWTHORN ST 20 307 717 94.5 617 86 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $13,085.00 $30,222.00
  9320 N GREGG AVE W HAWTHORN ST W ADAMS ST 25 341 993 55.8 710 43 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $18,122.00 $44,895.00
  9320 N GREGG AVE W ADAMS ST W NORTH ST 34 370 1,467 33.9 710 43 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $26,773.00 $44,895.00
  3820 E JOHNSON ST N OLIVE AVE ALLEY 534 21 190 466 58 537 56 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $8,505.00 $21,809.00
  3820 E JOHNSON ST ALLEY 534 N MISSION BLVD 18 347 729 55 537 56 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $13,304.00 $21,809.00
  11750 N PORTER RD W WEDINGTON DR W VALLEY DR 21 418 1,025 68.9 3081 77 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $18,706.00 $156,166.00
  11750 N PORTER RD W VALLEY DR W HATFIELD ST 20 55 127 70.6 3081 77 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $2,318.00 $156,166.00
  11750 N PORTER RD W HATFIELD ST W HOLLY ST 25 358 1,044 80.1 3081 77 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $19,053.00 $156,166.00
  11750 N PORTER RD W HOLLY ST W LAWSON ST 24 182 509 80 3,081 77 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $9,289.00 $156,166.00
  11750 N PORTER RD W LAWSON ST W CORNERSTONE PL 26 169 512 80.6 3081 77 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $9,344.00 $156,166.00
  11750 N PORTER RD W CORNERSTONE PL W MEGAN DR 24 342 959 60 3081 77 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $17,502.00 $156,166.00
  11750 N PORTER RD W MEGAN DR W SKYLER DR 25 276 804 66 3,081 77 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $14,673.00 $156,166.00
  11750 N PORTER RD W SKYLER DR W HOUSTON ST 25 508 1,482 82 3,081 77 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $27,047.00 $156,166.00
  11750 N PORTER RD W HOUSTON ST W SYCAMORE ST 25 334 975 88 3,081 77 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $17,794.00 $156,166.00
  11750 N PORTER RD W SYCAMORE ST DS@306N W SYCAMORE ST 24 306 856 82.7 3081 77 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $15,622.00 $156,166.00
  11750 N PORTER RD DS@306N W SYCAMORE ST ROUNDABOUT 1010 19 66 147 92.5 3081 77 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $2,683.00 $156,166.00
  11750 N PORTER RD ROUNDABOUT 1010 N PORTER RD 15 67 117 95.1 3081 77 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $2,135.00 $156,166.00
  14550 N WILSON AVE W MAPLE ST W ILA ST 24 379 1,062 22.8 379 23 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $19,382.00 $19,382.00
 ALLEY 444 E JOHNSON ST E GUNTER ST 20 320 712 320 Pave Gravel Alley $18.25 $12,994.00 $12,994.00
 ALLEY 456 E JOHNSON ST E GUNTER ST 20 320 712 320 Pave Gravel Alley $18.25 $12,994.00 $12,994.00
 TOTAL $298,462.00 1.13 MILES
 2026 PAVING PLAN p. 2/2


 WARD 3

 Current
 Pavement Pavement Pavement Project Project Average Unit Segment Total Whole Project
Project ID On Street From Street To Street Segment PCI Rehab Activity
 Width (ft) Length (ft) Area (yd2) Length (ft) Current PCI Rate ($/yd2) Cost ($) Cost ($)
 (CPCI)

  1970 E APPLEBURY DR E HOPE ST WEST END 27 294 935 33 294 33 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $17,064.00 $17,064.00
  8100 N CRESTWOOD DR W RIDGEWAY DR W RIDGEWAY DR 26 1,856 5,631 89.2 1856 89 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $102,766.00 $102,766.00
  5180 E RIDGEWAY DR W RIDGEWAY DR E SHADOWRIDGE DR 18 518 1,087 83.9 3052 89 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $19,838.00 $125,232.00
  5180 E RIDGEWAY DR E SHADOWRIDGE DR PUBLIC 1350 20 1,332 3,108 89 3,052 89 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $56,721.00 $125,232.00
  5180 E RIDGEWAY DR PUBLIC 1350 W RIDGEWAY DR 19 1,203 2,667 92 3,052 89 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $48,673.00 $125,232.00
  22560 W RIDGEWAY DR N SHREWSBURY LN E RIDGEWAY DR 24 136 380 80 863 84 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $6,935.00 $42,140.00
  22560 W RIDGEWAY DR E RIDGEWAY DR N CRESTWOOD DR 21 473 1,159 88 863 84 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $21,152.00 $42,140.00
  22560 W RIDGEWAY DR N CRESTWOOD DR N VIEWPOINT DR 26 254 770 81.7 863 84 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $14,053.00 $42,140.00
  22570 W RIDGEWAY DR N VIEWPOINT DR E HAMMOND ST 19 1,289 2,856 89 1,808 88 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $52,122.00 $72,015.00
  22570 W RIDGEWAY DR E HAMMOND ST E RIDGEWAY DR 18 519 1,090 85 1,808 88 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 50-60) $18.25 $19,893.00 $72,015.00
  12290 N ROSEWOOD DR SOUTH END N SHERYL AVE 38 269 1,199 87.3 269 87 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $21,882.00 $21,882.00
  12821 N SHERYL AVE N ROSEWOOD DR WEST END 33 594 2,285 75.9 1033 79 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $41,701.00 $68,821.00
  12821 N SHERYL AVE N ROSEWOOD DR E OAKS MANOR DR 29 439 1,486 82.7 1033 79 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $27,120.00 $68,821.00
 N OLD WIRE RD & N OLD MISSOURI RD INTERSECTION 2,500 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $45,625.00 $45,625.00
 TOTAL $495,545.00 1.74 MILES




 WARD 4

 Current
 Pavement Pavement Pavement Project Project Average Unit Segment Total Whole Project
Project ID On Street From Street To Street Segment PCI Rehab Activity
 Width (ft) Length (ft) Area (yd2) Length (ft) Current PCI Rate ($/yd2) Cost ($) Cost ($)
 (CPCI)

  12540 N SALEM RD W WEDINGTON DR PRIVATE 3400 45 377 1,978 68.7 3526 74 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $36,099.00 $228,382.00
  12540 N SALEM RD PRIVATE 3400 W MICA ST 30 403 1,411 79 3,526 74 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $25,751.00 $228,382.00
  12540 N SALEM RD W MICA ST N TIMBERLINE DR 28 654 2,135 76 3,526 74 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $38,964.00 $228,382.00
  12540 N SALEM RD N TIMBERLINE DR W VASSAR ST 29 95 320 74 3,526 74 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $5,840.00 $228,382.00
  12540 N SALEM RD W VASSAR ST W CORNELL ST 30 269 940 81.1 3526 74 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $17,155.00 $228,382.00
  12540 N SALEM RD W CORNELL ST W PRINCETON ST 29 272 920 80.6 3526 74 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $16,790.00 $228,382.00
  12540 N SALEM RD W PRINCETON ST W YALE ST 29 270 912 79.6 3526 74 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $16,644.00 $228,382.00
  12540 N SALEM RD W YALE ST W HARVARD ST 29 268 908 79.1 3526 74 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $16,571.00 $228,382.00
  12540 N SALEM RD W HARVARD ST W BUCKEYE ST 28 273 892 83.4 3526 74 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $16,279.00 $228,382.00
  12540 N SALEM RD W BUCKEYE ST W ESSEX DR 27 267 841 62.6 3526 74 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $15,348.00 $228,382.00
  12540 N SALEM RD W ESSEX DR W FAIRFAX ST 29 274 926 51 3526 74 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $16,900.00 $228,382.00
  12540 N SALEM RD W FAIRFAX ST NORTH END 27 105 331 81.5 3526 74 EM/FWM + Moderate Overlay (2.0 - 3.0) + SP (PCI 40-50) $18.25 $6,041.00 $228,382.00
 TOTAL $228,382.00 0.67 MILES




 Length (mi) % Length Cost % Cost
 Ward 1 0.89 20.16% $240,246.00 19.03%
 Ward 2 1.13 25.51% $298,462.00 23.64%
 Ward 3 1.74 39.25% $495,545.00 39.25%
 Ward 4 0.67 15.08% $228,382.00 18.09%
 Total 4.43 100% $1,262,635.00 100%
 3/20/2026

 2026 Proposed Shared-Use Paved Trail Construction Projects

 Prioritization
2026 Score* Funding Rank Ward Feet Miles

Hamestring Creek Trail Salem Rd. to Rupple Rd. (1 Bridge) 45.5 Trail CIP 13 4 2,386 0.45

Wedington Trail Futrall Dr. to West End N/A Trail CIP N/A 2 593 0.11

Alberta Trail Connection to Farmington Trails 36.3 Trail CIP 22 1 1,816 0.34

Drake Trail Extension to Gordon Long Gordon Long Park to College Ave. (Includes a
 49.5 TAP Grant 11 3 4,535 0.86
(Contractor) bridge over Scull Creek)
 Safe Streets For All /
Maple Street Cycle Track (Contractor) Razorback Greenway to Garland Ave. 53.8 3 2 2,699 0.51
 U of A
 Trans. Bond &
Garland Avenue (Contractor) Poplar to Drake St. N/A N/A 2 4,554 0.86
 ARDOT
Highway 112 (Garland Ave./Howard Truckers Drive to Howard Nickell
 N/A ARDOT & Grants N/A 4 6,373 1.21
Nickell) (ARDOT Project) Includes Clabber Creek Tunnel
Tsa La Gi Trail (Hwy 62 MLK & I-49) Best Way to Lefler Ln. & Shiloh Trail from MLK
 56.7 ARDOT & Grants 1 1 9,102 1.72
ARDOT Project to 15th St. overpass to Town Branch

White River Greenway (River Commons) St. Paul Trail to Dead Horse Mtn. N/A CPRG Grant Funded N/A 1 12,856 2.43
 ENGINEERING QUARTERLY PROGRESS REPORT

Sidewalk Program

2026 Construction Projects

Cleveland Street:
The Engineering Division is currently providing construction support to the
Transportation Division. Tasks include construction staking, plan clarification, design
modifications, and inspection.

15th Street:
During the right-of-way acquisition process, it was determined that Kelly Holdings LLC
and Neighbors of 55 E. 15th Street LLC are involved in an ongoing property line
dispute, with a court date scheduled. Based on the recommendation from the City
Attorney’s Office, the project should remain on hold until a decision is reached in the
case. Additionally, the construction plans have been approved by ARDOT, and a permit
will be issued once the court case is resolved.

Due to the delay on the 15th Street project, Transportation will substitute the Center
Street Sidewalk Improvements, which is listed under the Secondary Sidewalk
Construction Projects in the 2026–2027 Concrete Construction Work Plan.

2026 Design Projects

Nettleship Street: Project is currently awaiting survey.

Oakland Ave: Project is currently awaiting survey.

Next Quarter Work Plan

Begin work on the construction plans for Nettleship Street and Oakland Ave which are
included in the 2026-2027 Concrete Construction Work Plan.
Trails Program

2026 Construction Projects

Hamstring Creek Trail:
The Engineering Division is currently providing construction support to the
Transportation Division. Tasks include construction staking, plan clarification, design
modifications, and inspection.

2026 Design Projects

White River Greenway (River Commons):
Crafton Tull is currently working on the 90% construction plans. The goal is to bid the
project in summer 2026.

South of Huntsville Connection:
Olsson is currently working on the flood study. Additionally, the Engineering Division is
in the process of acquiring easements.

Next Quarter Work Plan

Begin work on the construction plans for the South of Huntsville Connection and the
Ash Side Path which are included in the 2026-2031 Proposed Shared-Use Paved Trail
Construction Projects Plan.

Attachments

2026-2027 Concrete Construction Work Plan

2026 Proposed Shared-Use Paved Trail Construction Projects Plan




 2
 2026-2027 CONCRETE CONSTRUCTION WORK PLAN
 (196 WORKING DAYS)

 2026 Sidewalk Design Projects
 Construction
 Length Width
Project Street From To Placement Type Ward Time
 Feet Feet
 (Days)
Nettleship St. Eastern Ave. Graham Ave. South Side New 320 6 1 TBD
Oakland Ave. Cleveland St. Douglas St. East Side Rep./ New 290 6 2 TBD


 2026 Primary Sidewalk Construction Projects
 Construction
 Length Width
Project Street From To Placement Type Ward Time
 Feet Feet
 (Days)
Cleveland St. Leverett Ave. Willis Ave. North Side New 806 6 2 88
 15th St. College Ave. Kelly Lynn Driveway South Side New 501 5 1 24
 SUBTOTAL 112


 2026 Sidewalk Maintenance from Service Requests
 Address Ward Description Construction Time (Days)

 4380 W. Pecan St. 1 Replace sidewalk 25 ft. 2
 2133 S. Clover Dr. 1 Replace sidewalk 25 ft. 2
 520 N. Washington Ave. 2 Replace sidewalk 75 ft. 4
 311 W. Ila St. 2 Replace sidewalk 45 ft. 4
 413 W. Center St. 2 Replace sidewalk 12 ft. 2
 303 E. Sutton St. 2 Replace sidewalk 60 ft. & Replace curb 15 ft. 3
 526 E. Lafayette St. 2 Replace sidewalk 40 ft. 3
 251 E. Sycamore St. 2 Replace sidewalk 15 ft. 2
 327 N. Willow Ave. 2 Install 4 ADA ramps 4
 127 W. Mountain St. 2 Replace sidewalk 50 ft. 3
 1018 N. Canterbury Rd. 3 Replace sidewalk 32 ft. 2
 461 E. Fairway Ln. 3 Replace sidewalk 50 ft. 3
 2507 N. Jimmie Ave. 3 Replace sidewalk 150 ft. 3
 2531 N. Jimmie Ave. 3 Replace sidewalk 149 ft. 3
 2515 E. Lancer St. 3 Replace sidewalk 25 ft. 2
 E. Arapaho Dr. 3 Replace sidewalk 50 ft. 3
 4677 W. Franciscan Trl. 4 Replace sidewalk 40 ft. 4
 3103 N. Verona Ln. 4 Replace sidewalk 24 ft. 3
 W. Ika Ln. 4 Replace sidewalk 40 ft. 3
 2979 W. Ika Ln. 4 Replace sidewalk 42 ft. 3
 3103 Verona Ln. 4 Replace sidewalk 25 ft. 3
 E. Albright Rd. 4 Replace sidewalk 15 ft. 3
 SUBTOTAL 64


 2026 Misc. Maintenance from Service Requests
 Address Ward Description Construction Time (Days)
 841 W. Lorena Ln. 1 Replace curb 45 ft. 3
 1815 W. Arrowhead St. 1 Replace curb 40 ft. 3
 275 S. Duncan Ave. 2 Replace curb 6 ft. 2
 1039 E. Bonnie Ln. 3 Replace curb 250 ft. 5
 2838 W. Vanike Dr. 4 Replace curb 2 ft. 1
 SUBTOTAL 14
 TOTAL (Days) 190


 2027 Sidewalk Design Projects
 Construction
 Length Width
Project Street From To Placement Type Ward Time
 Feet Feet
 (Days)
 Lindell Ave. Hughs St. Eagle St. East Side New 185 5 2 TBD
Leverett Ave. Sycamore St. Poplar St. West Side Rep. 1,325 6 2 TBD


 2027 Primary Sidewalk Construction Projects
 Construction
 Length Width
Project Street From To Placement Type Ward Time
 Feet Feet
 (Days)
Nettleship St. Eastern Ave. Graham Ave. South Side New 320 6 1 TBD
Oakland Ave. Cleveland St. Douglas St. East Side Rep./ New 290 6 2 TBD


 2026-2027 Secondary Sidewalk Construction Projects
 Construction
 Length Width
Project Street From To Placement Type Ward Time
 Feet Feet
 (Days)
  Center St. West Ave. Razorback Greenway South Side New 288 8 2 24
 Stearns St. Joyce Ave. Vantage Dr. North Side New 276 6 3 TBD
Hackberry Dr. Amber Dr. Overcrest St. North Side New 202 6 3 TBD
 1/29/2026

 2026 - 2031 Proposed Shared-Use Paved Trail Construction Projects

 Prioritization
2026 Score* Funding Rank Ward Feet Miles

Hamestring Creek Trail Salem Rd. to Rupple Rd. (1 Bridge) 45.5 Trail CIP 13 4 2,386 0.45

Wedington Trail Futrall Dr. to West End N/A Trail CIP N/A 2 593 0.11

Alberta Trail Connection to Farmington Trails 36.3 Trail CIP 22 1 1,816 0.34

Drake Trail Extension to Gordon Long Gordon Long Park to College Ave. (Includes a
 49.5 TAP Grant 11 3 4,535 0.86
(Contractor) bridge over Scull Creek)
 Safe Streets For All /
Maple Street Cycle Track (Contractor) Razorback Greenway to Garland Ave. 53.8 3 2 2,699 0.51
 U of A
 Trans. Bond &
Garland Avenue (Contractor) Poplar to Drake St. N/A N/A 2 4,554 0.86
 ARDOT
Highway 112 (Garland Ave./Howard Truckers Drive to Howard Nickell
 N/A ARDOT & Grants N/A 4 6,373 1.21
Nickell) (ARDOT Project) Includes Clabber Creek Tunnel
Tsa La Gi Trail (Hwy 62 MLK & I-49) Best Way to Lefler Ln. & Shiloh Trail from MLK
 56.7 ARDOT & Grants 1 1 9,102 1.72
ARDOT Project to 15th St. overpass to Town Branch

White River Greenway (River Commons) St. Paul Trail to Dead Horse Mtn. N/A CPRG Grant Funded N/A 1 12,856 2.43

 In-house Constructed: 0.91 Year Total 9.35
2027
Persimmon Trail (Owl Creek Trail) Betty Jo to Rupple Road 46.2 Trail CIP 12 4 1,959 0.37

Hwy 62 (MLK Jr. Blvd.) (Schedule 2026 Trail Bond &
 Lefler Ln. to Rupple Road and Ozark Trail 56.7 1 1 3,574 0.68
dependent on ARDOT) Developer Build
 Teal to Fairlane & Swift to Jaybird Floodway
South of Huntsville Connection 50.6 Trail CIP 7 1 884 0.17
 issues

Trail Reconstruction Scull Creek Trail (Frisco to Meadow Valley) N/A TAP Grant N/A 2 6,200 1.17

 In-house Constructed: 2.39 Year Total 2.39
2028
Skillern Rd. (Sidepath South Side) Crossover Rd. to Charleston Crossing 44.2 Trail CIP 23 3 2,320 0.44

 2026 Trail Bond &
Midtown Trail (Ash Side Path) Woodland to College & Rayview Dr. to Old Wire 52.6 12 4 2,785 0.53
 Ramay School

Clabber Creek Trail Truckers Drive to Highway 112 47.8 Developer Build 11 4 1,753 0.33

 Future Grant
Mission Blvd. Trail (Phase 3) South of Rush Dr.to Maple St. 49.3 10 2 2,092 0.40
 Funding
 Gulley Park to Rolling Hills (Includes Hilldale
Old Wire/Old Missouri Trail 50.9 Undetermined 6 3 3,916 0.74
 Connection & Crosswalk)

Trail Reconstruction Various Locations N/A Trail CIP/Bond N/A N/A 2,500 0.47

 In-house Constructed: 1.61 Year Total 2.91
2029
Shiloh Trail (Wedington to MLK) & Old ARDOT Permit - Watching for Development to
 52.5 Trail CIP 5 4 7,359 1.39
Farmington to Centennial Park occur

Mt. Comfort Side Path Salem Rd. to I-49 45.5 Undetermined 13 4 4,845 0.92

Trail Reconstruction Various Locations N/A Trail CIP/Bond N/A N/A 2,500 0.47

 In-house Constructed: 1.87 Year Total 2.78
2030
Markham Hill Trail Connector Razorback Road to Cross Ave. 41.3 Trail CIP 17 4 1,500 0.28

 ARDOT Permit & Bridge over Hamestring
Shiloh Trail (Moore Ln. to Wedington) 52.2 Trail CIP 3 4 5,955 1.13
 Watching for Development to occur

Trail Reconstruction Various Locations N/A Trail CIP N/A N/A 2,500 0.47

 In-house Constructed: 1.89 Year Total 1.89
2031
 Existing trail end west of Rupple Rd. to Broyles
Owl Creek Trail 46.2 Trail CIP 12 4 2,767 0.52
 Road
 Razorback Gwy. to St. Paul Trail (includes
St. Paul Trail 44.8 Undetermined 14 1 9,574 1.81
 replacement of existing trail)

St. Paul Trail (Paddle Park Connection) Armstrong to Dead House Mtn. 42.9 Undetermined 15 1 4,702 0.89

Trail Reconstruction Various Locations N/A Trail CIP N/A N/A 2,500 0.47

 In-house Constructed: 2.81 Year Total 3.70

 5 Year Total 117,099 22.18
Notes:
In-House Trail Crew Build Future Trail Bond Funded Project Other Funding Ward 1 Total 42,508 8.05
*Trail development of approximately 2 miles per year is based on continued CIP, Future Bond and Grant funding Ward 2 Total 16,138 3.06
*Prioritization Score reflects weighting established by ATAC - Maximum score if 56.7 Ward 3 Total 10,771 2.04

 Ward 4 Total 37,682 7.14

 117,099 22.18
 CITY COUNCIL MEMO
 2026-807


MEETING OF MARCH 31, 2026
TO: Mayor Rawn and City Council
THROUGH: Matt Mihalevich, Active Transportation Manager
 Chris Brown, Public Works Director
FROM: Dane Eifling, Mobility Coordinator
SUBJECT: An amendment to resolution 219-25 to include an additional 10 benches for bus
 stops


RECOMMENDATION:
Staff recommends an amendment to resolution 219-25 to include an additional 10 benches for bus stops from
Brasco International in the amount of $9,025.00 plus applicable taxes.

BACKGROUND:
Resolution 219-25 approved 25 transit stop shelters structures and 3 benches from Brasco Internation in the
amount of $269,700.00 plus applicable taxes, as part of the transit stop improvement grant approved by
Council in August 2025 to accept $203,317.25. In order to provide the required 1:1 match Ozark Regional and
Razorback Transit have each committed to providing $50,829.30 for a total of $101,658.60 with City
committing to match $101,658.65. The grant requires that a minimum of 17 stops be improved by September
30th of 2026. The total project funds ($406,634.50) are sufficient to improve approximately 30 stops.

DISCUSSION:
Staff requests a waiver of competitive bidding requirements for this purchase as both transit agencies require
Brasco International per their standards for all shelters and seating. The additional benches will allow for
additional transit stops to include benches and expand the goal of including transit amenities at every transit
stop in Fayetteville. Ozark Regional and Razorback Transit are responsible for maintenance of all bus shelters
and benches once installed.

BUDGET/STAFF IMPACT:
The Transit Stop Infrastructure project has sufficient funds for this purchase.

ATTACHMENTS: 3. Staff Review Form, 4. Brasco Quote_10 Benches, 5. UA E-Mail Statement Standards for
Bus Shelters, 6. ORT Email Bus Shelter Standards




Mailing address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
 City of Fayetteville, Arkansas 113 West Mountain Street
 Fayetteville, AR 72701
 (479) 575-8323
 Legislation Text


File #: 2026-807

A RESOLUTION TO WAIVE COMPETITIVE BIDDING AND AUTHORIZE THE
PURCHASE OF 10 ADDITIONAL BUS STOP BENCHES IN THE AMOUNT OF $9,025.00,
PLUS ANY APPLICABLE SALES TAXES AND SHIPPING CHARGES, FROM BRASCO
INTERNATIONAL

WHEREAS, on August 19, 2025, the City Council passed Resolution 189-25 authorizing an agreement
with the Northwest Arkansas Regional Planning Commission to accept $203,317.25 in grant funding to
support transit stop improvements; and

WHEREAS, on October 7, 2025, the City Council passed Resolution 219-25 authorizing the purchase
of transit stop shelter structures and benches; and

WHEREAS, the additional benches will allow for additional transit stops to include benches and
expand the goal of including transit amenities at every transit stop in Fayetteville; and

WHEREAS, Ozark Regional Transit and Razorback Transit both require Brasco International
equipment per their standards for all shelters and seating.

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
FAYETTEVILLE, ARKANSAS:

Section 1: That the City Council of the City of Fayetteville, Arkansas hereby determines an exceptional
situation exists in which competitive bidding is deemed not feasible or practical and therefore waives the
requirements of formal competitive bidding and authorizes the purchase of 10 additional bus stop
benches in the amount of $9,025.00, plus any applicable sales taxes and shipping charges, from Brasco
International.




 Page 1
 City of Fayetteville Staff Review Form

 2026-807
 Item ID
 4/7/2026
 City Council Meeting Date - Agenda Item Only
 N/A for Non-Agenda Item

 Sara Combs 3/13/2026 ENGINEERING (621)
 Submitted By Submitted Date Division / Department
 Action Recommendation:
 Staff recommends an amendment to resolution 219-25 to include an additional 10 benches for bus stops from
 Brasco International in the amount of $9,025 plus applicable taxes.




 Budget Impact:
 4470.800.8820-5809.00 Street Improvements

 Account Number Fund

 25004.2501 Transit Stop Infrastructure, NWARPC WFF Grant

 Project Number Project Title

 Budgeted Item? Yes Total Amended Budget $ 486,637.00
 Expenses (Actual+Encum) $ 279,700.00
 Available Budget $ 206,937.00
 Does item have a direct cost? Yes Item Cost $ 9,025.00
 Is a Budget Adjustment attached? No Budget Adjustment $ -
 Remaining Budget $ 197,912.00

 V20221130
Purchase Order Number: Previous Ordinance or Resolution #

Change Order Number: Approval Date:

Original Contract Number:

Comments: Item cost above includes estimated taxes.
QUOTE
 Quoted for:
 Quote Number: 031226R1 City of Fayetteville
 Quote Date: March 12, 2026 Sara Combs
 Quote Expiration: 60 Days from Quote Date 479-575-8291
 Return to: iriley@brasco.com SCombs@fayetteville-ar.gov

 PREPARED BY PROJECT NAME PAYMENT TERMS (WITH APPROVED CREDIT) LEAD TIME

 Ian Riley Benches NET 30 ± 18-20 Weeks from Approvals

 UNIT
 QTY ITEM DESCRIPTION TOTAL
 PRICE
  10 BE-PD-6-AL-2-2-0 6’ Pedestal Series Bench with Aluminum Slats and Two Seat Dividers $850 $8,500
 Pearl Light Grey Powder Coat Painted Finish - RAL 9022
 Subtotal $8,500
 Freight $525
 Total $9,025




This is a quotation on the above products listed and is subject to the conditions noted below. Prices are subject to change after quote expiration date. Payment terms are subject to
change per Brasco’s Financial Credit Approval Process. Credit card payments are subject to a 3% processing fee. Brasco accept s Visa, Master Card, and American Express.
Offloading shipments is the responsibility of the customer. Please note that a forklift with 8’ forks is required unless othe rwise noted in writing. Shelters are not shipped fully assembled. Assem-
bly and Installation Required. All anchoring hardware is included. Lead time begins after all approvals including drawings, c olor selections, applicable deposits, etc.
*Structural Engineering with Stamped Drawings and Structural Calculations are not included in this quotation and are an addit ional $1,975, per shelter type, if required.
*Concrete Pad Design and Analysis, if needed, is an additional $750. Hard Copies of Calculations, if needed, are an addition al $100 per copy (Lead time for structural calculations
is +/- 12-16 weeks from approval of submittal drawing).



_______________________________________________________________________________ __________________________________________
Signature of Acceptance* Date


________________________________________________________________________________ __________________________________________
Print Name Title


*The above prices, specifications and conditions are satisfactory and are hereby accepted. Brasco International, Inc. is aut horized to proceed with the supply of products as noted. Brasco
International, Inc. is a vendor and not a contractor or subcontractor. Brasco International, Inc. is not subject to any paym ent retainage or liquidated damages. All Brasco standard terms and
conditions of sale apply.

 We Thank You For Your Consideration




 AMERICAN MADE. AMERICAN TRUSTED. SINCE 1993.
 32400 INDUSTRIAL DRIVE, MADISON HEIGHTS, MI 48071
 Brasco International, Inc. (“Brasco”) Standard Terms and Conditions of Sale


The Brasco International, Inc. Standard Terms and Conditions of Sale (“Terms and Conditions”) are incorporated herein by reference and form part of this agreement. This quotation
shall be valid for 30 days unless otherwise withdrawn by Brasco prior to Purchaser accepting. Purchaser’s issuance of either a purchase order or an acceptance shall constitute an
acceptance of the Brasco Terms and Conditions. Acceptance shall be in writing. Any additional terms or modifications to the Brasco Terms and Conditions proposed by Purchaser,
whether in a purchaser order or otherwise, are expressly rejected by Brasco and not part of the agreement between Brasco and Purchaser. The agreement between Brasco and the
Purchaser shall be referred to herein and in the Brasco Terms and Conditions as the “Contract”. This quote constitutes an offer to sell products and services on terms expressed
herein and shall be construed as inviting acceptance from the Purchaser.


Terms of Payment. Notwithstanding anything contained herein, payment shall be due in accordance with the terms of Brasco’s Acknowledgment (“Acknowledgment”), which will be
generated upon receipt by Brasco of the Purchaser’s signature on the Quote or receipt by Brasco of the Purchaser’s signature on the Acknowledgment. An invoice will be generated
by Brasco pursuant to the terms of payment under the Contract once Brasco has completed the Order, and the due date for the payment of balance due under the Contract shall be
on the invoice.


Warranties. Components not manufactured by Brasco shall be covered by their relevant manufacturer’s warranty only. Brasco Products must be installed in accordance with
Brasco’s installation instructions. The workmanship, design and machined components on the Products are warranted to conform to the applicable specifications and to be free from
defects in workmanship and materials for the relevant period listed in Fig. 1. Any modifications or aftermarket additions to the original equipment voids all applicable manufacturers’
warranties. All warranties begin from the date of delivery (DOD). Brasco will transfer ownership and good title to the Products free and clear of liens and rights of third parties. THE
FOREGOING WARRANTIES ARE EXCLUSIVE AND ARE IN LIEU OF ALL OTHER WARRANTIES OR REPRESENTATIONS, EXPRESS OR IMPLIED, ARISING BY LAW OR
CUSTOM, INCLUDING IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. ALL IMPLIED WARRANTIES ARE HEREBY
EXPRESSLY DISCLAIMED.


FIG. 1: STANDARD PRODUCT WARRANTIES FROM DATE OF DELIVRY
General Product Workmanship 1 Year

Powder Coat Finish 1 Year

Solar Panels 1 Year Per Manufacturer’s Warranty

Solar Lighting Mounting Hardware 1 Year

LED Light Fixture & Engine 1 Year

Wire Harnesses and Connectors 1 Years

Solar Charge Controller 1 Year

Solar Batteries 1 Year

 *Sealed lead acid batteries will self-discharge in storage. Batteries should be stored indoors at a recommended 68 degrees Fahrenheit for max.
 shelf life. Batteries should be installed no later than 3 months from delivery or the battery warranties will be void.
Limited Remedies. Any warranty claims by Purchaser shall be communicated to Brasco in writing. Failure by Purchaser to give written notice of claim within the stated warranty
period shall be deemed an absolute and unconditional waiver of Purchaser’s warranty claim. Purchaser’s sole and exclusive remedy for a valid warranty claim is either repair or
replacement of the Products or a full refund of the price paid by Purchaser for the Products (which remedy shall be selected by Brasco). The remedy does not include the cost of
installation, removal, dismantling, or reinstallation and is limited to replacement parts. Shipping and handling fees are not included under warranty terms and are the responsibility of
the Purchaser. Purchaser will provide Brasco with access to all available warranty data and the Products. Purchaser will also provide Brasco with an opportunity to participate in root
cause analysis performed by Purchaser concerning the Products. Brasco shall have no liability to the extent Products are or have been: (a) modified by Purchaser or a third party; (b)
modified by Brasco at Purchaser’s request; (c) made to specifications not provided by Brasco; (d) used or installed in a way not known to Brasco or operated under conditions not
known to Brasco; or (e) subject to misuse, abuse or improper storage, installation or maintenance. Brasco cannot be held responsible for components that become obsolete.


Payment Late Charges, Certain Remedies and Recovery of Expenses. Except as otherwise provided in the Acknowledgment, all payments are due thirty (30) days from the date
of Brasco’s invoice and shall be paid in United States currency. Purchaser shall pay a charge equal to the lesser of (i) the highest rate allowable by law or (ii) 1.5% per month (18%
per annum) of the unpaid balance with respect to any late payments. In addition, Purchaser shall pay all costs and expenses incurred by Brasco, including actual attorney’s fees,
which were incurred in connection with enforcing the Contract and/or collecting any past due payments. Brasco shall have the right of setoff, the right to terminate the Contract and/or
the right to suspend further deliveries under the Contract and/or other agreements with Purchaser, the right to recover damages in addition to any other remedies available to Brasco
as a matter of law, in the event Purchaser fails to make any payment when due. Brasco may require full or partial payment in advance of shipment if, in Brasco’s opinion, the credit or
financial condition of Purchaser is, or is about to become, impaired. If Purchaser requests delayed shipment, Brasco may bill for Products when ready for shipment and charge rea-
sonable daily storage fees. Purchaser shall not have any right of setoff against Brasco. The remedies available to Brasco for Purchaser’s breach are intended to be as flexible as
permissible and cumulative to the fullest extent permissible and no choice of any one or more remedies is intended to constitute an election of remedies which would limit the ability to
assert other remedies.




 AMERICAN MADE. AMERICAN TRUSTED. SINCE 1993.
 32400 INDUSTRIAL DRIVE, MADISON HEIGHTS, MI 48071
 Brasco International, Inc. (“Brasco”) Standard Terms and Conditions of Sale

Limitation of Liability:


NOTWITHSTANDING ANYTHING HEREIN TO THE CONTRARY, EXCEPT FOR BREACH OF OBLIGATIONS OF CONFIDENTIALITY OR MISAPPROPRIATION OF INTELLEC-
TUAL PROPERTY, NEITHER PARTY SHALL BE LIABLE TO THE OTHER PARTY OR ANY THIRD PARTY FOR ANY SPECIAL, INCIDENTAL, INDIRECT, CONSEQUENTIAL,
PUNITIVE, OR EXEMPLARY DAMAGES OF ANY KIND ARISING FROM OR RELATING TO THE OBLIGATIONS UNDER THIS CONTRACT. THE TERM “CONSEQUENTIAL
DAMAGES” SHALL INCLUDE, BUT NOT BE LIMITED TO, LOSS OF ANTICIPATED PROFITS, LOSS OF USE, LOSS OF REVENUE AND COST OF CAPITAL. NEITHER
PARTY MAY BRING ANY ACTION, REGARDLESS OF FORM, ARISING OUT OF TRANSACTIONS UNDER THE CONTRACT, MORE THAN TWO (2) YEARS AFTER THE
CAUSE OF ACTION HAS ACCRUED. EXCEPT FOR PERSONAL INJURY OR DEATH DUE TO BRASCO’S MISCONDUCT, the parties agree that the total damages that can be
awarded in any claim by PURCHASER relating to BRASCO’s obligations under this CONTRACT (WHETHER BASED IN CONTRACT, TORT OR OTHERWISE), shall not exceed
the combined total of amounts paid by PURCHASER to BRASCO under the CONTRACT. THE PARTIES EXPRESSLY AGREE THAT THE ABOVE LIMITATIONS ON LIABILITY
PROVISIONS SHALL REMAIN IN FULL FORCE AND EFFECT EVEN IF IT IS FOUND THAT PURCHASER’S EXCLUSIVE REMEDY FAILS OF ITS ESSENTIAL PURPOSE.


Cancellation. A. Purchaser may cancel an order for “Convenience” via written notice to Brasco within 5 business days from the date of receipt by Brasco of the Purchaser’s
signature on the Quote or receipt by Brasco of the Purchaser’s signature on the Acknowledgment and no cancellation fee shall be due Brasco. Cancellations of orders for reasons
other than for Convenience as referred to above must be in writing and agreed to in advance by Brasco. Such cancellations are subject to a cancelation charge equal to the great-
er of the actual costs incurred by Brasco during the performance period or a 50% cancellation fee.


Shipping and Delivery. Brasco shall not be liable for delays or failure in performance when caused by circumstances beyond Brasco’s reasonable control. If Purchaser does not
provide shipping and routing instructions, Brasco shall be the sole judge of the best method of routing shipment. All sales of Products are F.O.B. Brasco’s plant. Risk of loss of the
Products shall transfer to Purchaser upon delivery of the Products to the common carrier.


Modifications and Delays. Brasco reserves the right to modify or change portions of this Contract should any assumptions specified be determined to be incorrect, or if new/
additional information relative to this Contract become available. After 90 days, any delays outside of Brasco’s control will result in price escalation using the Producer’s Price
Index, as published by the Bureau of Labor Statistics: Fabricated Structural Metal Products (Series Code WPU107).


Termination by Brasco. In addition to any other rights to terminate the Contract or suspend performance under the Contract,(A) Brasco may, upon written notice to Purchaser
immediately terminate all or any part of the Contract or suspend performance under the Contract, without any liability to the Purchaser and without waiving its right to damages, (a)
if Purchaser (i) repudiates, breaches, or threatens to breach any of the terms of the Contract, (ii) fails to accept or threatens not to accept Products in accordance with the Contract,
(iii) fails to make timely payment, or (b) upon the occurrence or threat of insolvency or bankruptcy of Purchaser; (B) Purchaser shall purchase and pay Brasco immediately for all
unique raw materials, work in process and finished goods under the Contract; (C) Purchaser shall reimburse Brasco for all preparation and other expenses incurred by Brasco and/
or its subcontractors in connection with the Contract ad for all other losses and costs arising from the termination.


 Lead Times. Lead time is the window of time necessary to complete an order, after the approvals process is complete. The approvals process includes satisfying Brasco’s credit
terms and written approval of Brasco’s preliminary engineering drawings. Once all approvals are complete, the lead time begins, wherein detailed engineering paperwork is com-
pleted, stamped calculations are ordered, material is purchased, and the order is fabricated. For orders that endure a lengthy approvals process, lead times may shift between the
time the order was placed and approved. Additionally, third party lead times and availability can directly impact Brasco’s lead times, therefore Brasco shall not be liable for any
damages (actual or liquidated) caused by acts outside of its control that arise from third party suppliers.


Change Orders. Design, material, finish and quantity changes by the Purchaser to an order after preliminary engineering approval drawings are provided by Brasco are subject to
a Change Order fee. Fees include a minimum administrative fee of $105.00, with relevant material cost and additional labor fees applied.


Purchaser Approvals. In accordance with the terms of this Contract, Purchaser agrees to timely execute and return to Brasco an approval of each set of drawings provided to
Purchaser by Brasco including, but not limited to, Preliminary Elevation Drawings and Detailed Engineering Drawings. Failure by the Purchaser to timely execute and return to
Brasco an approval of drawings provided by Brasco negatively effects lead time of the order and if same occurs, Brasco in its sole discretion shall have the unilateral right to in-
crease the lead time to complete and deliver the order to the Purchaser or terminate the Contract.


Rejections and Returns. Purchaser will be deemed to have inspected and accepted all delivered Products unless written notice of rejection specifying the basis therefore in
reasonable detail, is provided to Brasco within 10 days after delivery. Purchaser may not return Products that are not timely rejected without Brasco’s prior written approval.


Taxes. A 6% Sales tax will be billed to Michigan businesses, entities and municipalities as applicable under Michigan State law. If your business is tax exempt, please provide a
Sales Tax-Exempt Certificate. Sales tax will not be billed to businesses, entities and municipalities outside the jurisdiction of the State of Michigan and is the sole responsibility of
said entity to pay within its respective jurisdiction where applicable.


 Governing Law, Jurisdiction and Venue. The Contract shall be governed by and construed in accordance with the laws of the State of Michigan without reference to the
choice of law principles thereof. Each party irrevocably submits to the jurisdiction of the Courts of the State of Michigan and the United States District Court for the Eastern District
of Michigan and hereby waives, to the fullest extent it may effectively do so, the defense of an inconvenient forum to the maintenance of such action or proceeding.


Severability. If any provision of this Agreement is or becomes illegal, void or invalid, that shall not affect the legality and validity of the other provisions.




 AMERICAN MADE. AMERICAN TRUSTED. SINCE 1993.
 32400 INDUSTRIAL DRIVE, MADISON HEIGHTS, MI 48071
Eifling, Dane

From: Adam Waddell <ewaddel@uark.edu>
Sent: Thursday, September 18, 2025 9:55 AM
To: Eifling, Dane
Subject: Transit Shelters
Attachments: Bus Stop Shop Drawing approval.pdf



CAUTION: This email originated from outside of the City of Fayetteville. Do not click links or open attachments unless you recognize
the sender and know the content is safe.


Dane,

I have attached the cut sheet for the Brasco shelters that we use. These are the only pre-fabricated shelter that we
have installed for 10 plus years. These are also being incorporated into our formal A/E guide for campus standards.
Due the limited resources that we have and the maintenance agreement for City installed shelters it is vital that
the shelters are uniform throughout the system.

Thank You,

E. Adam Waddell
Director
Razorback Transit

Office: 479-575-6292

Transit and Parking | 116 BUSB
University of Arkansas | Fayetteville, AR 72701

ewaddel@uark.edu




 1
Eifling, Dane

From: Joel Gardner <jgardner@ozark.org>
Sent: Tuesday, September 16, 2025 11:41 AM
To: Eifling, Dane; ewaddel@uark.edu
Cc: Stephen Polumbo
Subject: RE: Brasco Int'l



CAUTION: This email originated from outside of the City of Fayetteville. Do not click links or open attachments unless you recognize
the sender and know the content is safe.


ORT does not state a standard, however, to maintain consistence in our shelter looks, parts replacement and
familiarity for installation, we continue to procure Brasco shelters. The model ORT procures is the Slimline Series
Aluminum Structure that is 5x10, full rear and sidewalls painted ivy green with the standing seam aluminum hip
roof.

Joel Gardner Ozark Regional Transit Authority
Executive Director 2423 E. Robinson Avenue
P 479-361-8742 Springdale, AR 72764
E jgardner@ozark.org ozark.org


From: Eifling, Dane <deifling@fayetteville-ar.gov>
Sent: Tuesday, September 16, 2025 10:14 AM
To: ewaddel@uark.edu; Joel Gardner <jgardner@ozark.org>
Cc: Stephen Polumbo <polumbo@uark.edu>
Subject: FW: Brasco Int'l

Joel, Adam,
Can you please provide any substan a ng documents such as standard from bus stops that say Brasco
materials are the standard for Razorback and ORT?

If you don’t have an exis ng document just a le er or an email saying that your agencies use Brasco shelters
for uniformity and standardiza on for maintenance and repair purposes may be enough.

I hate to rush you but this will need to be submi ed by tomorrow in order to make the next council mee ng.


Dane Eifling
Mobility Coordinator
City of Fayetteville, AR
Phone 479.575.8243




 1
From: Pennington, Blake <bpennington@fayetteville-ar.gov>
Sent: Monday, September 15, 2025 4:18 PM
To: Eifling, Dane <deifling@fayetteville-ar.gov>; Combs, Sara <scombs@fayetteville-ar.gov>
Subject: Brasco Int'l

Dane and Sara,

We’re trying to get ahead on upcoming agenda items and I’m working on the resolution for the Brasco
Int’l transit stop improvements. The memo says: Sta has requested to waive competitive bidding for this
purchase as both transit agencies require Brasco International per their standards for all shelters and
seating. Ozark Regional and Razorback Transit are responsible for maintenance of all bus shelters and
benches once installed.

Where does this information come from? In order to waive competitive bidding we have to establish that
it’s not feasible or practical to bid and I need some kind of backup for a statement like this.

Thanks,

Blake E. Pennington
Senior Assistant City Attorney
City of Fayetteville, Arkansas
bpennington@fayetteville-ar.gov
Direct: 479.575.8312
www.fayetteville-ar.gov




 2
 CITY COUNCIL MEMO
 2026-1130


MEETING OF MARCH 31, 2026
TO: Mayor Rawn and City Council
THROUGH: Justin Bland, City Engineer
 Chris Brown, Public Works Director
 Keith Macedo, Chief of Staff
FROM: Matt Mihalevich, Active Transportation Manager
SUBJECT: Crafton Tull & ARDOT Agreement - MLK Pedestrian Improvements


RECOMMENDATION:
Staff recommends approval of a contract in the amount of $114,376.00 with Crafton, Tull & Associates, Inc. per
RFQ 26-01, selection #3 to provide professional services for the design of the MLK Pedestrian Improvements
project in concurrence with the on-call selection Task Order No 060 by the Arkansas Department of
Transportation and approval of a Master Agreement Addendum with the Arkansas Department of
Transportation.

BACKGROUND:
In 2025, the City of Fayetteville was awarded $500,000 through the Arkansas Department of Transportation’s
Transportation Alternatives Program. On May 29, 2025, Resolution 127-25 was approved to authorize an
agreement of understanding with the Arkansas Department of Transportation for the M.L.K. Pedestrian
Improvements Project. The grant amount includes funding for engineering design fees. Crafton Tull, listed on
the Arkansas Department of Transportation’s on-call selection list, was also selected through RFQ 25-01,
Selection 3, by Fayetteville’s selection committee to provide professional design services for the sidewalk
project.

The Arkansas Department of Transportation has partnered with Crafton, Tull & Associates, Inc. to prepare the
detailed scope of work described in Task Order 060 through their on-call services. The master agreement
addendum establishes a tri-party arrangement for engineering design services among Crafton, Tull &
Associates, the City of Fayetteville, and the Arkansas Department of Transportation, enabling the awarded
grant funding to be applied toward the engineering fees.

DISCUSSION:
The M.L.K. Walkability Project will focus on connecting sidewalks along a half-mile section of the south side of
M.L.K. Boulevard between Wood Avenue and Church Avenue. In addition to sidewalks, the project includes
plans for an enhanced crosswalk at M.L.K. and Willow Avenue, as well as improvements to an Ozark Regional
Transit stop at that intersection. This project was originally identified in Fayetteville’s 2018 Mobility Plan
through mapping analysis and a high volume of requests for pedestrian improvements in this area. It will
advance Fayetteville’s active transportation goals by providing safe and accessible infrastructure, encouraging
more people to choose alternative modes of transportation.

BUDGET/STAFF IMPACT:
Mailing address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
Funding for the engineering design will be provided with 80% from the Transportation Alternatives Program
(TAP) Grant and 20% from local matching funds.

ATTACHMENTS: 3. Staff Review Form, 4. RFQ 26-01, Selection 3 - Final Vote, 5. MLK Ped. Improvements
Concept - Church to Wood, 6. On-Call-LP-Addendum-CTA-City-of-Fayetteville - Signed by CTA, 7. CTA
Proposal Task Order 060 - Signed by CTA




Mailing address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
 City of Fayetteville, Arkansas 113 West Mountain Street
 Fayetteville, AR 72701
 (479) 575-8323
 Legislation Text


File #: 2026-1130


A RESOLUTION TO AWARD RFQ #26-01 AND AUTHORIZE A PROFESSIONAL
ENGINEERING SERVICES CONTRACT WITH CRAFTON, TULL & ASSOCIATES, INC. IN
THE AMOUNT OF $114,376.00 FOR THE DESIGN OF THE MARTIN LUTHER KING, JR
BOULEVARD PEDESTRIAN IMPROVEMENTS PROJECT, AND TO APPROVE A MASTER
AGREEMENT ADDENDUM WITH THE ARKANSAS DEPARTMENT OF
TRANSPORTATION


WHEREAS, in 2025, the City was awarded $500,000.00 through the Arkansas Department of
Transportation’s Transportation Alternatives Program for the Martin Luther King, Jr. Boulevard
Pedestrian Improvements Project; and

WHEREAS, on May 29, 2025, the City Council passed Resolution 127-25 authorizing an agreement of
understanding with the Arkansas Department of Transportation for the Project which will focus on
connecting sidewalks along a half-mile section of the south side of Martin Luther King, Jr. Boulevard,
and

WHEREAS, the Arkansas Department of Transportation has partnered with Crafton, Tull & Associates,
Inc. to prepare a detailed scope of work and a master agreement addendum will establish a tri-party
arrangement for engineering design services among Crafton, Tull & Associates, the City of Fayetteville,
and the Arkansas Department of Transportation, enabling the awarded grant funding to be applied
toward the engineering fees.

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
FAYETTEVILLE, ARKANSAS:

 Section 1: That the City Council of the City of Fayetteville, Arkansas hereby awards RFQ #26-01, and
authorizes Mayor Rawn to sign a professional engineering services contract with Crafton, Tull &
Associates, Inc. in the amount of $114,376.00 for the design of the Martin Luther King, Jr. Pedestrian
Improvements Project.

Section 2: That the City Council of the City of Fayetteville, Arkansas hereby authorizes Mayor Rawn to
sign the master agreement addendum with the Arkansas Department of Transportation.




 Page 1
 City of Fayetteville Staff Review Form

 2026-822
 Item ID
 4/7/2026
 City Council Meeting Date - Agenda Item Only
 N/A for Non-Agenda Item

 Matt Mihalevich 3/12/2026 ENGINEERING (621)
 Submitted By Submitted Date Division / Department
 Action Recommendation:
 Staff recommends approval of a contract in the amount of $114,376.00 with Crafton, Tull & Associates, Inc. per RFQ
 26-01, selection #3 to provide professional services for the design of the MLK Pedestrian Improvements project in
 concurrence with the on-call selection task order No 060 by the Arkansas Department of Transportation and
 approval of a master agreement addendum with the Arkanss Department of Transportation.




 Budget Impact:
 4601.860.7216-5860.02 Bond Program Grant Matching
 4802.860.7216-5860.02 Street Projects 2024 Bonds
 Account Number Fund
 Street Project Bonds - MLK Walkability Impr,
 46020.7216.2000
 Wood Ave to Church Ave
 Project Number Project Title

 Budgeted Item? Yes Total Amended Budget $ 500,000.00
 Expenses (Actual+Encum) $ 1,000.00
 Available Budget $ 499,000.00
 Does item have a direct cost? Yes Item Cost $ 114,376.00
 Is a Budget Amendment attached? No Budget Amendment $ -
 Remaining Budget $ 384,624.00


Purchase Order Number: Previous Ordinance or Resolution # 127-25

Change Order Number: Approval Date: 5/20/2025

Original Contract Number:

Comments:
 BLOCK AVE. S. COLLEGE AV
 Include trees in
 green space
 Installed - Existing where possible Transit Pad
 Transit Pad


 RRFB EAST AVE.



 MLK BLVD 22'
 9'


 X X X
 X




 8' WIDE

 RRFB
 EXIST. GREEN SPACE
 SIDEWALK 8' WIDE




 S. COLLEGE AVE.
 SIDEWALK
 TO REMAIN
 Include crosswalk


CHURCH AVE.
 PROP.
 8' WIDE
 Transit Pad
 SIDEWALK




 BLOCK AVE.


 Scale: 1" = 40'




 Scale: 1" = 40'
 Consider
 shifting the
 RRFB here south curb


 S. WASHINGTON AVE.
 Transit Pad instead north to


 S. WILLOW AVE. S. WOOD AVE.
 create
 INSTALL HANDICAP
 space 8' WIDE

 RRFB
 GREEN SPACE RAMPS AND
 CROSSWALK




 MLK BLVD
X
 X X X X


 X
 X




 RRFB
 X

 EXIST. 8' WIDE SIDEWALK
 X
 8' WIDE SIDEWALK & w/ 8" WIDE
 SIDEWALK GREEN SPACE GREEN SPACE
 X TO REMAIN




 S. WILLOW AVE.
 X


 X X X




 Add Transit 8' continue Add Parking
 Pad for them,
 consolidate
 MLK BLVD.
 CHURCH AVE. TO S. WOOD AVE.
 MASTER AGREEMENT ADDENDUM

 ON-CALL SERVICES
 LOCAL FEDERAL AID PROJECTS (2025-2028)
 CRAFTON, TULL & ASSOCIATES, INC.
 INCORPORATION OF PROJECT SPONSOR


1. INCORPORATION OF SPONSOR

1.1. This Addendum is made and entered into as an addition to the Agreement dated February 18, 2025, between
 the Arkansas Department of Transportation (ARDOT) and Crafton, Tull & Associates, Inc., “Consultant”,
 (hereinafter referred to as the "Agreement"). The purpose of this Addendum is to incorporate the City of
 Fayetteville as the “Sponsor”, into the Agreement, ensuring all provisions, terms, and conditions of the
 Agreement are binding and applicable to the local agency.

1.2. The Sponsor is hereby added as a party to the Agreement and shall have all the rights, obligations, and
 responsibilities outlined in the original Agreement, as applicable. The Consultant agrees to provide services
 to the Sponsor as outlined in the Agreement, subject to all terms and conditions.

2. RESPONSIBILITIES

2.1. ARDOT will retain oversight and management authority to ensure compliance with applicable state and federal
 regulations. The Sponsor assumes responsibility for approving deliverables and milestones specific to the
 Sponsor's projects and coordinating directly with the Consultant for day-to-day project management and
 decisions.

2.2. The Consultant’s compensation for services rendered to the Sponsor shall be paid in accordance with the
 terms outlined in the Agreement. Payments for Sponsor-specific projects shall be made from Sponsor funds,
 subject to any ARDOT oversight or approval requirements as stipulated in the Agreement and reimbursed
 upon proof of payment for service and demonstrated adherence to Federal Acquisitions Regulation (FAR)
 Cost Principles.

2.3. The Sponsor shall be included alongside ARDOT in any provisions regarding indemnification, liability, or
 insurance requirements as outlined in the Agreement.

2.4. The Consultant shall comply with all federal, state, and local laws, regulations, and policies applicable to
 services performed for the Sponsor under this Agreement, as required for ARDOT administered agreements.




 Page 1 of 3
2.5. The Consultant shall maintain records for Sponsor-specific projects in accordance with the Agreement’s
 requirements for audit and financial review. ARDOT retains the authority to review and audit records for
 Sponsor-administered projects to ensure compliance with applicable state and federal requirements.

2.6. This Addendum may be modified or terminated only by mutual written agreement of ARDOT, the Sponsor,
 and the Consultant. Termination of the Agreement or this Addendum does not relieve the Consultant of
 obligations related to prior services performed for the Sponsor.

2.7. All terms, conditions, and provisions of the original Agreement are hereby incorporated by reference into this
 Addendum and made applicable to the Sponsor, unless expressly modified herein.

3. CERTIFICATION OF SPONSOR

3.1. The Mayor of the City of Fayetteville certifies that neither the aforementioned consulting firm nor its
 representative has not been required, either directly or indirectly, as a condition for obtaining or executing this
 contract, to:
 3.1.1. Employ or retain any firm or person, or agree to do so.
 3.1.2. Pay or agree to pay any fees, contributions, donations, or any other form of consideration to any
 firm, person, or organization.
 3.1.3. Except as expressly stated herein (if applicable).




 Page 2 of 3
4. NOTICE

 Arkansas Department of Transportation Crafton, Tull & Associates, Inc.
 10324 Interstate 30 Michael Burns
 Post Office Box 2261 901 N. 47th Street, Suite 400
 Little Rock, AR 72203 Rogers, AR 72756
 ConsultantContracts@ARDOT.gov mike.burns@craftontull.com

 City of Fayetteville
 Molly Rawn, Mayor
 113 W. Mountain Street
 Fayetteville, AR 72701
 Mayor@fayetteville-ar.gov

 IN WITNESS WHEREOF, the parties execute this Agreement, to be effective upon the date set out above.


 CRAFTON, TULL & ASSOCIATES, INC. ARKANSAS STATE HIGHWAY COMMISSION



 BY: _______________________________ BY: __________________________________
 Michael Burns Jared D. Wiley, P.E.
 Executive Vice President Director



 CITY OF FAYETTEVILLE


 BY: _______________________________
 Molly Rawn
 Mayor

Disclaimer: This contract is being electronically signed. The DocExpress Document Signing History will be
located on the final page of the executed contract. This document will have all dates and electronic
signatures applicable to the execution of this contract.




 Page 3 of 3
 ON-CALL SERVICES
 LOCAL FEDERAL AID PROJECTS (2025-2028)
 TASK ORDER NO. 060
 JOB NO. 040993, FAYETTEVILLE M.L.K. PED. IMPVTS. (TAP-24) (S)

 Date: (See DocExpress Document Signing History)

WHEREAS, the Arkansas State Highway Commission (“Commission”) and Crafton, Tull & Associates, Inc.
(“Consultant”) entered into a Master Agreement for Engineering Services dated February 18, 2025; and

WHEREAS, the Master Agreement contemplates the issuance of Task Order Agreements involving the
Commission, the Consultant, and a project sponsor (“Sponsor”); and

WHEREAS, the Sponsor, City of Fayetteville, has agreed to the terms and conditions of the Master
Agreement through execution of the Addendum; and

WHEREAS, the services to be provided under this Task Order consist of Title I services, with additional
phases to be authorized by amendment as appropriate and as determined by mutual agreement;

NOW, THEREFORE, the parties agree as follows:

1. CONTRACT TYPE
 1.1. This Task Order shall be a Cost-Plus-Fixed-Fee Agreement, in accordance with the terms of
 the Master Agreement.
2. CEILING PRICES
 2.1. The Total Ceiling Price for this Task Order is $114,376.
 2.2. The Title I Ceiling Price is $114,376.
 2.3. The Title II Ceiling Price is Not Applicable.
 2.4. The Fixed Fee is $12,192.
3. INDIRECT COST RATE
 3.1. The most recently accepted indirect cost rate at the time of execution is for FY2024.
 3.2. The applicable indirect cost rate is 149.65%.
 3.3. The applicable Facilities Capital Cost of Money (FCCM) is 1.43%.
4. ATTACHMENTS
 4.1. Attachment A – Scope of Work
 4.2. Attachment B – Justification of Costs and Fees
 4.3. Attachment C – Master Rates
 4.4. Attachment D – Project Schedule


 PAGE 1 OF 2
 ON-CALL LOCAL FEDERAL AID PROJECTS (2025-2028)
 JOB 040993, TASK ORDER NO. 060
 CRAFTON, TULL & ASSOCIATES, INC.

5. COMPLETION DATE
 5.1. The 30% design plans shall be submitted no later than March 1, 2026.
 5.2. The 60% design plans shall be submitted no later than May 1, 2026.
 5.3. The 90% design plans shall be submitted no later than August 1, 2026.
 5.4. The 100% design plans shall be submitted no later than October 1, 2026.
 5.5. The anticipated completion date for Title I Services is December 31, 2026.
6. CORRESPONDENCE
 6.1. The Sponsor, Local Programs Division, and Consultant Contracts Division shall be copied on
 this task order and all related correspondence.
 6.2. The Sponsor’s designated representative for this Task Order is Dane Eifling.
 6.3. Invoices shall be submitted to the following:
 ARDOT: LPA@ardot.gov
 Sponsor: via Dane Eifling at deifling@fayetteville-ar.gov

7. EXECUTION

IN WITNESS WHEREOF, the parties execute this Task Order, to be effective upon the Date Set Out in
DocExpress.

CRAFTON, TULL & ASSOCIATES, INC.


By: _______________________________
 Michael Burns
 Executive Vice President

ARKANSAS STATE HIGHWAY COMMISSION


By: _______________________________
 Jared D. Wiley, P.E.
 Director

CITY OF FAYETTEVILLE


By: _______________________________
 Molly Rawn
 Mayor

Disclaimer: This contract is signed in DocExpress. The Signing History with all dates and electronic signatures
applicable to the execution of this Task Order is located on the final page of the executed contract.

 PAGE 2 OF 2
 ON-CALL SERVICES
 LOCAL FEDERAL AID PROJECTS (2025-2028)
 TASK ORDER NO. 060
 JOB NO. 040993, FAYETTEVILLE M.L.K. PED. IMPVTS. (TAP-24) (S)
 SCOPE OF WORK

 DESCRIPTION OF THE PROJECT
The City of Fayetteville is proposing to engage a design firm or a team of design firms to provide professional
engineering services for Job No. 040993: Fayetteville M.L.K. Ped. Impvts.

The M.L.K. Walkability Improvements project includes enhancements along Martin Luther
King, Jr. Boulevard. These improvements consist of the addition of an 8-foot-wide shared-use paved side
path with greenspace separation on the south side of the street along an approximately half-mile section from
Church Avenue to Wood Avenue. This section will include extending an existing box culvert around the
intersection of M.L.K. and East Avenue. Improvements also include modifications to and/or relocation of 2-
4 existing transit stops, as well as a Rectangular Rapid Flashing Beacon (RRFB) enhanced crosswalk with
associated curb and ADA ramp improvements across M.L.K. at Willow Avenue on the east side of the
intersection.

The plans will not be required to be prepared in standard ARDOT format.


 SERVICES PROVIDED BY THE SPONSOR
1. SURVEYS
 1.1. Provide Available Parcel Surveys
 1.2. Provide Design Survey
 1.3. Provide Available Topographic Surveys of the Area
2. ENVIRONMENTAL
 2.1. Publish and Pay for Public Notices and Legal Notices
3. DESIGN
 3.1. Provide Existing Construction Plans
 3.2. Provide Project Goals
 3.3. Review and Approve of All Design Plans
4. RIGHT-OF-WAY
 4.1. Provide Existing Right-of-Way Plans (if available)




 PAGE 1 OF 6
 ON-CALL LP SERVICES (2025-2028)
 JOB 040993, TASK ORDER NO. 060
 CRAFTON, TULL & ASSOCIATES, INC.
 SCOPE OF WORK




 SERVICES PROVIDED BY ARDOT
5. ENVIRONMENTAL
 5.1. Provide Environmental Constraints
 5.2. Provide final Categorical Exclusion (CE) document
 5.3. Provide guidance regarding public meetings to comply with federal requirements
 5.4. Coordinate with State Historic Preservation Office (SHPO) and other agencies as necessary
6. DESIGN
 6.1. Review and Approve of All Design Plans
7. RIGHT-OF-WAY
 7.1. Provide Existing Right-of-Way Plans (if available)
8. UTILITIES
 8.1. Review and Approve Utility Plans


 TITLE I SERVICES TO BE FURNISHED BY THE CONSULTANT
Submit an updated cost estimate with each design review, including costs for utilities, etc. as applicable.
The scope of work for engineering services will generally consist of providing the following tasks:
9. CONCEPTUAL DESIGN (30% SUBMITTAL)
 9.1. Submit design criteria to be used in the design of the project for approval by the Sponsor and
 ARDOT prior to beginning conceptual design work.
 9.2. Submit 30% plans for review by the Sponsor and ARDOT to include at a minimum: the
 proposed alignment with horizontal curve data, grades with vertical curve data, limits of
 construction, existing property lines and right of way, floodway and floodplain limits, and
 existing aerial photography and/or topographic survey.
 9.3. Identify utility conflicts associated with proposed alignment.
 9.4. Any existing curb ramp that must be rebuilt in the project is to be compliant with the Americans
 with Disabilities Act (ADA) requirements.
 9.5. Any new curb ramp included in this project is to be compliant with ADA requirements.
10. PRELIMINARY DESIGN (60% SUBMITTAL)
 10.1. Provide concrete mix design and strength specifications for proposed project if ARDOT
 Standard Specifications are not used.
 10.2. Include any drainage design necessary to meet design requirements and standards.




 ATTACHMENT A - PAGE 2 OF 6
 ON-CALL LP SERVICES (2025-2028)
 JOB 040993, TASK ORDER NO. 060
 CRAFTON, TULL & ASSOCIATES, INC.
 SCOPE OF WORK




 10.3. Preliminary plans shall be submitted at the 60% level for Sponsor and ARDOT approval of the
 geometric design, title sheet, and typical sections.
REQUIREMENTS FOR PRELIMINARY PLANS (60% SUBMITTAL)
 10.4. The Title Sheet.
 10.5. The typical sections will include notes pertaining to slopes, tolerances, leveling, and other
 items. The typical sections will contain information depicting the width of the subgrade,
 sidewalk, and clear zones. The point of profile will be defined and the location of any pipes or
 utilities if needed will be illustrated. The location and shape for all ditches will also be depicted.
 10.6. Project specific details required to properly construct elements of the job that are not covered
 in the standard drawings or other plan drawings will be developed as needed.
 10.7. Control detail sheets of the survey baseline and design centerline with control point data.
 10.8. PLAN & PROFILE SHEETS: The plan and profile sheets will contain information including the
 following in the plan view: proposed centerline, existing topography, existing utilities, horizontal
 geometry (curve data, PI’s, bearings), north arrow, sidewalk dimension, proposed driveways
 and side streets, proposed cross drains and related construction notes, guardrail locations,
 turning radii, limits of existing and proposed right-of-way and control of access (including
 fence), permanent and temporary construction easements, construction limits, location of right-
 of-way points and benchmarks, floodplain limits, and other data as required; profile view:
 proposed vertical geometry (including VPI’s, grades, and ditch grades), existing ground profile,
 and drainage information.
 10.9. Erosion control plans.
 10.10. Make revisions necessary to respond to comments made at the 30% review.
 10.11. Provide design information necessary for environmental documentation and environmental
 permits to be obtained by ARDOT.
11. FINAL DESIGN (90/100% SUBMITTAL)
 11.1. The objective of this phase is to complete plans for the project. In the final design phase,
 comments from the 60% submittal will be addressed, all quantities will be calculated, plans
 developed, and a construction cost estimate calculated. The 90% plans review will be
 performed, and comments will be incorporated into the final plans. The final design of the
 project will proceed with the written approval by the Sponsor and ARDOT.
 11.2. Comments from the review of 60% plans will be incorporated in 90% plans and all sheets will
 be updated with appropriate quantity callouts once quantities are tabulated.
 11.3. Survey control sheets will show the horizontal and vertical control points and horizontal
 alignment data in plan view at the appropriate scale. The following information will be provided:
 Traverse Point Table-Point number, northing, easting, and elevation (if applicable), horizontal
 alignment data-curve number, point type (PC/PI/PT), station, northing, and easting. The
 appropriate notes will also be included.


 ATTACHMENT A - PAGE 3 OF 6
 ON-CALL LP SERVICES (2025-2028)
 JOB 040993, TASK ORDER NO. 060
 CRAFTON, TULL & ASSOCIATES, INC.
 SCOPE OF WORK




 11.4. Erosion control plans will be developed and will include temporary measures that will be put in
 place at the start of construction. The information for temporary measures includes the location
 of silt fences (station/offset at PI’s), rock berms, sediment basins, as well as other strategies
 to prevent pollution of streams by stormwater runoff from the project site. Permanent erosion
 control measures that will be left in place after construction is complete will also be noted.
 11.5. Cross sections will be shown at a 1:1 scale. In addition, any matchlines will be labeled and
 sections will be provided at any pipes/culverts perpendicular to centerline construction.
 11.6. Plan and profile sheets related to the relocation of existing water and sewer facilities which are
 directly affected by the project.
 11.7. Quantities will be calculated and tabulated using the 2014 Standard Specifications for Highway
 Construction and the appropriate supplemental and job specific special provisions and
 ARDOT's “Roadway Design Plan Development Guidelines” and “Roadway Design Training
 Guide”.
 11.8. Provide special provisions.
 11.9. Provide construction cost estimate.
 11.10. Provide one electronic pdf, MicroStation (if requested by ARDOT), and AutoCad/Civil 3D files
 of plans for right of way review, and 90% plan review.
 11.11. Make plan changes resulting from the 90% review, subsequent reviews, and final field
 inspection.
 11.12. Perform all other work required to advertise and receive bids.


12. PROJECT CONDITIONS OF THE WORK:
 12.1. Consultant fee estimate must be agreed upon by all parties.
 12.2. The facility shall be designed in accordance with the Sponsor’s Master Street Plan (if
 applicable), latest edition of AASHTO, “A Policy on Geometric Design of Highways and
 Streets”; the latest edition of NACTO, “Urban Bikeway Design Guide”; and ARDOT policies,
 current AREMA publications as appropriate and policies. Other appropriate AASHTO
 publications and guide specifications shall also be utilized. Upon completion of the contract,
 the Consultant shall furnish to the Sponsor all electronic files of the project design and plans,
 Adobe Acrobat PDF file format & AutoCad/Civil 3D file format.
 12.3. All plans and surveys shall be in U.S. Foot Units and based on Arkansas State Plane Grid,
 localized in the existing Sponsor’s Control Network, with ties to ARDOT control points.
 12.4. In addition, all design surveys and/or land surveys required and agreed upon by the ARDOT,
 shall be performed to Arkansas minimum standards. All survey work shall be supervised and
 certified (stamped) by a Professional Land Surveyor registered in Arkansas.




 ATTACHMENT A - PAGE 4 OF 6
 ON-CALL LP SERVICES (2025-2028)
 JOB 040993, TASK ORDER NO. 060
 CRAFTON, TULL & ASSOCIATES, INC.
 SCOPE OF WORK




 12.5. Construction specifications shall be the current edition of the Sponsor’s Standard
 Specifications, supplemented by the 2014 Arkansas Department of Transportation
 Specifications for Highway Construction.
 12.6. Coordinate design and construction with franchise utility companies' relocations and/or new
 locations to assure adequate space for all facilities and timely relocations.
 12.7. Provide right of way acquisition documents and engineering services required for acquisition
 of rights of way and easements, as needed.
13. TASK ORDER COORDINATION
 13.1. Coordination meetings will be conducted on an as needed basis. These meetings shall include
 the Consultant, the Sponsor, ARDOT and others, as appropriate. The Consultant shall
 schedule these meetings with the Sponsor and ARDOT concurrence, and compile and
 distribute meeting minutes, as required.


 TITLE I DELIVERABLES:
14. DESIGN (10%)
 14.1. Map(s) for Design
 14.2. Cost Estimates
 14.3. Design Criteria
15. CONCEPTUAL DESIGN PHASE (30%)
 15.1. 30% Complete Plans
16. PRELIMINARY DESIGN PHASE (60%)
 16.1. 60% Complete Plans
 16.2. Meeting Minutes from Coordination Meetings
17. FINAL DESIGN PHASE (90/100%)
 17.1. 90% Complete Design Plans
 17.2. Final Design Plans signed and sealed by an Arkansas Registered Professional Engineer
 17.3. Provide Special Provisions and complete Project Manual for bidding
 17.4. Provide construction cost estimate
 17.5. Meeting Minutes from Coordination Meetings




 ATTACHMENT A - PAGE 5 OF 6
 ON-CALL LP SERVICES (2025-2028)
 JOB 040993, TASK ORDER NO. 060
 CRAFTON, TULL & ASSOCIATES, INC.
 SCOPE OF WORK




17.6. Electronic files of the project design and plans in AutoCad/Civil 3D format that is fully indexed
 (all reference files attached and set to load automatically.) This includes the electronic copies
 of project submittals, electronic files of the Project Manual, Special Provisions, design
 calculations, drainage report, geotechnical report, cost estimates, etc. in Adobe Acrobat PDF
 format and in Word and Excel format (if applicable).




 ATTACHMENT A - PAGE 6 OF 6
 Attachment B - Justification of Costs and Fees
 December 22, 2025
 Job No. 040993: Fayetteville M.L.K. Ped. Impvts. (TAP-24) (S)
 Task Order No. 060
 PROJECT SUMMARY


TITLE I SERVICES HOURS SALARY FIXED FEE EXPENSES TOTAL


 PROJECT MANAGEMENT 52 $8,669 $1,034 $0 $9,703


 ROADWAY DESIGN & PLANS 760 $93,515 $11,158 $0 $104,673




 SUBTOTAL TITLE I 812 $102,184 $12,192 $0 $114,376




TOTAL TITLE I 812 $102,184 $12,192 $0 $114,376




TOTAL PROJECT 812 $102,184 $12,192 $0 $114,376




 1 of 4
 Attachment B - Justification of Costs and Fees
 December 22, 2025
 Job No. 040993: Fayetteville M.L.K. Ped. Impvts. (TAP-24) (S)
 Task Order No. 060


PROJECT MANAGEMENT
 MANHOURS
 ENGR SR
 PROJ.
 TASK ADMIN IV CAD ENGR. CAT5 CAT6 CAT7 TOTAL
 ENGR.
 TECH II MNGR.


General
  Item 1 - Project Kickoff Meeting 2 2 4
  Item 2 - 30/60/90/Final Coordination 24 24
  Item 3 - Monthly Billings 10 10 20
  Item 4 - Project Closeout 4 4


 TOTAL MH - PROJECT MANAGEMENT 10 0 2 40 0 0 0 52
 LABOR COSTS
Category - Description Rate MH Amount
Administrative IV $30.08 10 $301
Engineering CAD Tech II $29.82 0 $0
Project Engineer $48.64 2 $97
Sr. Engineering Manager $76.38 40 $3,055
 Subtotal $3,453
 Overhead 149.65% $5,167
 Subtotal $8,620
 Fixed Fee $1,034
 FCCM 1.43% $49
 Subtotal Labor Costs $9,703
 EXPENSES
ITEM Quantity Unit Rate Amount
Printing (8 1/2 x 11 B&W) each $0.00 $0.00
Printing (11 x 17 B&W) each $0.00 $0.00
Printing (8 1/2 x 11 color) each $0.00 $0.00
Printing (11 x 17 Color) each $0.00 $0.00
Mileage (provide a basis for the estimate) miles $0.700 $0.00
Lodging - statewide (x nights / x persons) night $132.00 $0.00
Meals - 1st day & last day travel Statewide Lunch/Dinner (# persons) day $51.00 $0.00
Meals - Statewide B/L/D (# days x # persons) day $68.00 $0.00
(Other direct expenses - detail here and the billing units) each $0.00 $0.00
 Subtotal Expenses $0.00
 Subtotal Expenses (rounded) $0
 TOTAL COSTS - PROJECT MANAGEMENT $9,703




 2 of 4
 Attachment B - Justification of Costs and Fees
 December 22, 2025
 Job No. 040993: Fayetteville M.L.K. Ped. Impvts. (TAP-24) (S)
 Task Order No. 060


ROADWAY DESIGN & PLANS
 MANHOURS
 ENGR SR
 PROJ.
 TASK ADMIN IV CAD ENGR. CAT5 CAT6 CAT7 TOTAL
 ENGR.
 TECH II MNGR.


Preliminary Layout 8 4 12
30% Design Phase
 Define Design Criteria 4 4 8
 30% Plans - Title, Typical, P&Ps 40 20 8 68
 Submit 30% Plans 4 4
60% Design Phase
 Corrections per 30% Comments 16 4 20
 Drainage Design 20 4 24
 Hydraulic Analysis 20 8 28
 Utility Coordination 24 8 32
 60% Plans - 30% + Drainage/Grading + Erosion + Details 80 40 40 160
 60% Estimate 4 4 8
 Submit 60% Plans 4 4
90% Design Phase
 Corrections per 60% Comments 20 8 4 32
 90% Plans - Full set 80 40 40 160
 Special Provisions 20 8 28
 Floodplain Development Permit (No-Rise) 40 16 56
 90% Construction Cost Estimate/Quantities 8 8 8 24
 Submit 90% Plans 8 8
100% Design Phase
 Corrections per 90% Plans 24 24 20 68
 Final Construction Cost Estimate 4 4 8
 Submit 100% Plans + Authorization to Advertise 8 8


 TOTAL MH - ROADWAY DESIGN & PLANS 0 280 280 200 0 0 0 760




 3 of 4
 Attachment B - Justification of Costs and Fees
 December 22, 2025
 Job No. 040993: Fayetteville M.L.K. Ped. Impvts. (TAP-24) (S)
 Task Order No. 060


ROADWAY DESIGN & PLANS
 MANHOURS
 ENGR SR
 PROJ.
 TASK ADMIN IV CAD ENGR. CAT5 CAT6 CAT7 TOTAL
 ENGR.
 TECH II MNGR.
 LABOR COSTS
Category - Description Rate MH Amount
Administrative IV $30.08 0 $0
Engineering CAD Tech II $29.82 280 $8,350
Project Engineer $48.64 280 $13,619
Sr. Engineering Manager $76.38 200 $15,276
 Subtotal $37,245
 Overhead 149.65% $55,737
 Subtotal $92,982
 Fixed Fee $11,158
 FCCM 1.43% $533
 Subtotal Labor Costs $104,673
 EXPENSES
ITEM Quantity Unit Rate Amount
Printing (8 1/2 x 11 B&W) each $0.00 $0.00
Printing (11 x 17 B&W) each $0.00 $0.00
Printing (8 1/2 x 11 color) each $0.00 $0.00
Printing (11 x 17 Color) each $0.00 $0.00
Mileage (provide a basis for the estimate) miles $0.700 $0.00
Lodging - statewide (x nights / x persons) night $132.00 $0.00
Meals - 1st day & last day travel Statewide Lunch/Dinner (# persons) day $51.00 $0.00
Meals - Statewide B/L/D (# days x # persons) day $68.00 $0.00
 Subtotal Expenses $0.00
 Subtotal Expenses (rounded) $0
 TOTAL COSTS - ROADWAY DESIGN & PLANS $104,673




 4 of 4
Crafton, Tull Associates, Inc. Master Rates Attachment C


 Classification 2025 Max. Hourly Rate
 Engineering Principal $ 122.00
 Sr. Engineering Manager $ 103.00
 Engineering Manager $ 84.00
 Sr. Project Engineer $ 78.00
 Project Engineer $ 55.00
 Engineer Intern III $ 52.00
 Engineer Intern II $ 49.00
 Engineer Intern I $ 47.00
 Sr. Engineering Designer $ 73.00
 Engineering Designer III $ 52.00
 Engineering Designer II $ 47.00
 Engineering Designer I $ 35.00
 Engineering CAD Technician III $ 34.00
 Engineering CAD Technician II $ 33.00
 Engineering CAD Technician I $ 26.00
 Environmental Manager $ 75.00
 Sr. Environmental Scientist $ 55.00
 Environmental Scientist II $ 40.00
 Environmental Scientist I $ 32.00
 Environmental Field Technician $ 25.00
 Sr. Planning Manager $ 90.00
 Planning Manager $ 74.00
 Sr. Planner $ 68.00
 Project Planner $ 60.00
 Planner II $ 45.00
 Planner I $ 32.00
 Sr. Landscape Architect $ 65.00
 Landscape Architect Manager $ 66.00
 Landscape Designer II $ 38.00
 Landscape Designer I $ 35.00
 Sr. GIS Manager $ 60.00
 GIS Manager $ 47.00
 GIS Analyst $ 37.00
 GIS Technician II $ 29.00
 GIS Technician I $ 23.00
 Surveying Principal $ 116.00
 Sr. Surveying Manager $ 87.00
 Surveying Manager $ 68.00
 Sr. Project Surveyor $ 60.00
 Project Surveyor $ 55.00
 Survey Coordinator $ 52.00


 1 of 1
Crafton, Tull Associates, Inc. Master Rates Attachment C


 Classification 2025 Max. Hourly Rate
 Surveyor Intern II $ 44.00
 Surveyor Intern I $ 35.00
 Crew Chief II $ 45.00
 Crew Chief I $ 35.00
 Field Surveyor III $ 32.00
 Field Surveyor II $ 29.00
 Field Surveyor I $ 25.00
 Survey CAD Technician III $ 45.00
 Survey CAD Technician II $ 32.00
 Survey CAD Technician I $ 29.00
 Administrative Principal $ 116.00
 Administrative Manager $ 82.00
 Administrative IV $ 58.00
 Administrative III $ 52.00
 Administrative II $ 36.00
 Administrative I $ 21.00




 2 of 2
 ATTACHMENT D


 Schedule

 Job. No. 040993 – Fayetteville MLK Ped. Impvts. (Tap-24)(S)

Notice to Proceed: January 2026

Project Kickoff Meeting: February 1, 2026

30% Design Package: Delivered March 1, 2026 (4 weeks)

 30% Plan review (2 weeks)

60% Design Package: Delivered May 1, 2026 (6 weeks)

 60% Plan review (2 weeks)

Utility coordination April – June 2026

ROW Acquisition Documents: July 2026

90% Design Package: Delivered August 1, 2026

 90% Plan review (2 weeks)

Final Plans/Authorization to Advertise: October 1, 2026
 CITY COUNCIL MEMO
 2026-1131


MEETING OF MARCH 31, 2026
TO: Mayor Rawn and City Council
THROUGH: Matt Mihalevich, Active Transportation Manager
 Justin Bland, City Engineer
 Chris Brown, Public Works Director
 Keith Macedo, Chief of Staff
FROM: Dane Eifling, Mobility Coordinator
SUBJECT: Traffic Calming Policy Update


RECOMMENDATION:
Staff recommends updating the traffic calming policy based on Transportation Committee recommendations.

BACKGROUND:
In 2003, in response to multiple complaints about speeding in residential neighborhoods, a traffic calming
policy was recommended as part of a citywide traffic study. Although the policy was never formally adopted, its
framework was used for several years to prioritize requests through a points-based scoring system. The
primary factors considered were traffic speed and traffic volume.

This system remained in use until approximately 2008, when funding constraints resulted in traffic calming
being removed from the City’s budget. In 2019, staff resumed evaluating traffic calming requests using the
informal policy framework that had been in place since 2008. At that time, it became clear that the existing
policy did not align with neighborhood expectations, as nearly all requests failed to meet the established
thresholds. In response, staff drafted a revised traffic calming policy, which was adopted by City Council in
March 2021 as resolution 95-21 and remains in effect today.

Shortly after the 2021 policy was adopted, City Council approved a new default speed limit of 20 mph for
residential streets, and speed limits were adjusted on most streets throughout Fayetteville.

DISCUSSION:
Since 2021, city staff has responded to approximal 200 formal requests for traffic calming on various streets in
Fayetteville. Under the existing policy the City has installed speed cushions traffic calming on the following
streets:


 1. Ash St
 2. Assembly Dr
 3. Stubblefield Rd
 4. Sequoyah Dr
 5. Roberts Rd
 6. Alberta St
Mailing address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
 7. Harold St
 8. Morning Mist Dr
 9. Elm St
 10. Duncan Ave
 11. New Bridge Rd
 12. Bulldog Blvd
 13. East Oaks Dr
 14. S College Ave
 15. Happy Hollow Rd


The current policy is a point-based system that requires 35 points or an 85th percentile speed of 35 MPH on
residential link or urban center classified streets to qualify. Points are mostly based on traffic speed and
volume with additional points added for lack of sidewalks and proximity to schools. A neighborhood consensus
of 60% approval from residents is also required with residents voting to approve exact location and type of
treatment.

The proposed updates to the policy keep the framework of the existing policy intact but make some key
changes to the scoring system and eligibility requirements to better align the policy to the expectations of the
public and the original intent to provide traffic calming focused on safety in mitigating higher speed “cut
through” traffic on residential and minor urban streets.

Key changes include:


 • Basing the speed score on the posted or statutory speed limit of the street rather than a default 25 mph
 o This increases overall points scored for most streets with 20 mph speed limits
 • Adding 2.5 points for streets designated as on-street bicycle routes
 • Subtracting 5 points for streets with fully separated sidewalks or side paths
 • Allowing low-volume neighborhood link streets with less than 1,500 ADT to qualify
 • Increasing the minimum qualifying score from 35 to 50 points
 • Simplifying the process for requesting a traffic study by requiring five signatures rather than signatures
 from 70% of residents
 • Lowering the maximum allowable ADT from 4,000 to 3,000
 • Requiring a minimum of 15 resident signatures to approve any installation


These changes have been reviewed and approved by City Council’s Transportation Committee and
recommended for adoption.


BUDGET/STAFF IMPACT:
None

ATTACHMENTS: 3. Staff Review Form, 4. Traffic Calming Policy 2026 Draft Revision - Red Line, 5. Traffic
Calming Policy 2026 Draft Revision - Clean




Mailing address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
 City of Fayetteville, Arkansas 113 West Mountain Street
 Fayetteville, AR 72701
 (479) 575-8323
 Legislation Text


File #: 2026-1131

A RESOLUTION TO APPROVE A NEW TRAFFIC CALMING POLICY

WHEREAS, on March 16, 2021, the City Council passed Resolution 95-21 approving a Traffic
Calming Policy; and

WHEREAS, since the new policy was approved, the City Council approved a new default speed limit
of 20 miles per hour for residential streets and speed limits were adjusted on most streets throughout
Fayetteville; and

WHEREAS, staff recommends an update, which will keep the framework of the existing policy intact
but make some key changes to the scoring system and eligibility requirements to better align the policy
to the expectations of the public and the original intent to provide traffic calming focused on safety in
mitigating higher speed “cut through” traffic on residential and minor urban streets.

NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
FAYETTEVILLE, ARKANSAS:

Section 1: That the City Council of the City of Fayetteville, Arkansas hereby approves the new Traffic
Calming Policy, a copy of which is attached to this Resolution and made a part hereof.




 Page 1
 City of Fayetteville Staff Review Form

 2026-516
 Item ID
 4/7/2026
 City Council Meeting Date - Agenda Item Only
 N/A for Non-Agenda Item

 Matt Mihalevich 3/3/2026 ENGINEERING (621)
 Submitted By Submitted Date Division / Department
 Action Recommendation:
 Staff recommends updating the traffic calming policy based on Transportation Committee recommendations.




 Budget Impact:
 N/A N/A

 Account Number Fund

 N/A N/A

 Project Number Project Title

 Budgeted Item? No Total Amended Budget $ -
 Expenses (Actual+Encum) $ -
 Available Budget $ -
 Does item have a direct cost? No Item Cost $ -
 Is a Budget Amendment attached? No Budget Amendment $ -
 Remaining Budget $ -



Purchase Order Number: Previous Ordinance or Resolution # 95-21

Change Order Number: Approval Date:

Original Contract Number:

Comments:
 TRAFFIC CALMING POLICY
 Update EFFECTIVE MARCH 17, 2021Draft March 2026



INTRODUCTION

Excessive traffic speeds in neighborhood areas is an issue of concern to citizens in Fayetteville.
This policy addresses a procedure through which neighborhoods can be considered for traffic
calming measures. Traffic calming is the management of traffic through the use of roadway design
features. Traffic management through traffic calming is most effective if the features are both
warranted and properly designed.

Traffic calming solutions may be warranted where there is a demonstrated need for traffic calming,
and where solutions can be identified that may address the need. Not only must the needs be
perceived by the neighborhood, but they must also be documented to be substantive. In order for
traffic calming strategies to be effective, traffic data collection and analysis must validate that
calming needs are legitimate. These traffic studies may include:

 1. Speed studies
 2. Vehicle and pedestrian counts
 3. Through-traffic surveys
 4. Accident records

Effective solutions for valid needs also require that the selected traffic calming strategy be
appropriate for the need. Once an effective strategy for traffic calming has been selected, it should
be properly designed in accordance with the relevant design parameters. These should include
consideration of:

 1. Traffic volume
 2. Design speed
 3. Design vehicle characteristics
 4. Emergency services

Although warranted and properly designed traffic calming strategies can have the desired benefits
of managing traffic, they also can create disadvantages to adjacent streets and neighborhoods
and to the traveling public at large. Traffic calming can have the potential of shifting an existing
traffic problem to another street or neighborhood. Traffic calming may also increase delay for
emergency response vehicles and can increase long term maintenance costs for the City.
Because of the controversy and potential disadvantages, traffic calming should be implemented
only with the majority consent of those directly impacted.




 1
This policy therefore provides guidelines for the following traffic calming activities:

 1. Requests for traffic calming consideration
 2. Prioritization of requests
 3. Identification and approval of traffic calming strategies
 4. Programming of traffic calming improvements
 5. Design of traffic calming projects
 6. Evaluation of traffic calming projects

REQUESTS FOR TRAFFIC CALMING CONSIDERATION

Requests for traffic calming received will be catalogued, and will be assigned to one of three tiers:

 Tier 1: Proximity to Schools (1/2-mile walkshed) or other significant points of interest
 Tier 2: Obvious cut-through opportunities (based on engineering best judgement, could
 be supplemented with traffic count study)
 Tier 3: Dead-end or disconnected areas of the transportation network

If a residentcitizen requests police patrol enforcement, the request will be forwarded to the Police
Department for possible enforcement action.

Requests from multiple streets may be grouped together and/or staff may add streets that may
be impacted by traffic calming to requests. If such grouping occurs, the requirements of the next
section will apply to the grouped streets.

PRIORITIZATION OF TRAFFIC CALMING REQUESTS

Locations assigned to Tier 1 or Tier 2 will be scheduled for further study upon receipt by the City
Engineer of a petition or other affirmative response by at least five signatures one member of
seventy percent (70%) of thefrom property ownersersh or residents of ips facing the street(s) on
which the traffic calming study is requested or written request from a Property Owners Association
or other similar group.

A block shall consist of every developed property having frontage on the street to be studied
between successive intersecting streets. A typical traffic calming petition shall include, at a
minimum, a description of the street or streets which are to be included in the calming study and
the signature or other written evidence of approval70% of the . Where more than one person is
listed as owner for each property, only one person shall be entitled to vote or sign a petition.
Likewise, if multiple properties are owned by the same person or persons, the owner(s) will only
be entitled to one vote or signature on the petition. This definition of property owner shall apply
throughout this policy document.

Active Property Owners Associations (POA’s) may also provide approve or disapprove a traffic
calming project. Written communication from association leadership may be used to meet the
consensus requirements instead of a petition signed by residents.
The City staff assigned to administer traffic calming studies will review the request for validity and
will assess whether other streets may be impacted by implementation of traffic calming strategies.

City staff will define the area of potential impact resulting from the traffic calming implementation
on a case by case basis.

Relevant data to be collected for the study includes:

 1. Speed and volume counts
 2. Accident experience
 3. Distance to schools and other pedestrian generators
 4. Pedestrian facilities

This data will be used to assign a point value to each Tier 1 and Tier 2 location, as follows:

 5pts for each MPH over five MPH over 25 MPH the posted
Speed Per Calc.
 or statutory speed limit -using the 85th percentile
Volume Per Calc. ADT/100
 5 pts if no continuous accessible sidewalks, 2.5pts if one
Sidewalks and side, 2.5 points street is part of designated shared on-street
 -5 to0- 5 pts
Bikeways bike route. Subtract 5 points for streets with continuous
 adequate/comfortable sidewalks or side paths.
 1 point for each auto accident/year at one location, 3 points
Crashes 0 to -5 pts for any fatal or serious injury crash or crash involving a
 pedestrians or bicyclists.
 10 pts within quarter-mile radius, 7.5pts if between quarter-
School zones and and half-mile radius, 5pts within half-mile radius, 2.5pts if
Pedestrian 0 to -10 pts partially in half-mile radius or within half mile of a major
ActivityWalkshed pedestrian activity generator such as large city park,
 employment cent, university or community center.

Locations receiving a minimum of 50 points, or that have 85th percentile speeds 35above 35
mph or higher will receive further consideration for traffic calming under this program. Locations
with 85th percentile speeds not exceeding 5 mph over the speed limit will not receive further
consideration regardless of score.

Streets that do not meet these minimum criteria, and dead-end or disconnected streets that are
placed in Tier 3 generally will not be considered for structural traffic calming, but may be
considered for enforcement and are eligible for consideration of tactical urbanism permits.

IDENTIFICATION OF TRAFFIC CALMING STRATEGIES

City staff shall present to the residents living within the area of potential impact the results of the
traffic calming study and rating. Where traffic calming may be appropriate, staff will present
options for traffic calming in the affected area. Sixty percent (60%) or more of the property
owners in the area of potential impact must support the proposed strategy option(s) with
a minimum of 15 affirmative votes before the City will consider traffic calming implementation.
In certain circumstances, the 60% requirement may be waived. These circumstances may
include locations that have disinterested owners (e.g. locations with a large percentage of rental
properties or locations adjacent to a single multifamily apartment complex) or other situations that
are deemed necessary for public safety by the City.


PROGRAMMING OF TRAFFIC CALMING IMPROVEMENTS

Periodically, but not less than once each year, City staff will prioritize those traffic calming
strategies within the City that have been approved within their area of impact. Prioritization will be
based on the rating system. The City Council Transportation Committee will approve projects to
be implemented, up to the yearly budget as determined by City Council. Those traffic calming
improvement locations not selected will remain in consideration for up to three years.

City ward boundaries should be considered so that projects affecting each ward can be
implemented.

DESIGN OF TRAFFIC CALMING PROJECTS

The design of traffic calming devices must meet the following criteria:

 1. Only rOnly residential links, or urban center streets with less than 3,000 ADT and
 neighborhood link streets with less than 1,500 ADT are eligible..
 2. The street shall have an ADT of less than 4,000.
 23. Limited to streets having only one lane of through traffic in each direction.
 34. Streets must not be primary emergency routes, as determinedetermined by the Police
 and Fire Departments.
 45. At the discretion of the City Engineer, certain traffic calming measures may not be
 used if they would create an unsafe condition for motorists driving at normal speeds
 under average driving conditions.
 56. Streets must not be through truck routes unless an acceptable alternative route is
 identified and approved. Design of traffic calming features shall accommodate a single
 unit truck.

EVALUATION OF TRAFFIC CALMING PROJECTS

Six months following the completion of the traffic calming improvements, City staff may undertake
a follow-up study to determine if the traffic calming features have achieved the initial purpose of
the project. If unacceptable impacts are identified, corrective measures may be taken. Traffic
calming measures may be removed after the evaluation period for any of the following reasons:

 1. Emergency response is significantly impacted.
 2. The problem for which the traffic calming was implemented has been transferred to
 another street.
 3. At least sixty percent (60%) of the property owners in the defined area of impact sign
 a petition to remove the traffic calming measures. This option will result in complete
 removal of all measures. Where traffic calming measures are removed by petition, a
 period of at least 3 years must pass before future petitions for traffic calming measures
 will be considered on the same street(s).
4. If traffic volumes have increased beyond established limits for traffic calming, or
 sidewalk or trail infrastructure has been added, traffic calming measures may be
 reduced or removed.
 TRAFFIC CALMING POLICY
 Update Draft March 2026



INTRODUCTION

Excessive traffic speeds in neighborhood areas is an issue of concern to citizens in Fayetteville.
This policy addresses a procedure through which neighborhoods can be considered for traffic
calming measures. Traffic calming is the management of traffic through the use of roadway design
features. Traffic management through traffic calming is most effective if the features are both
warranted and properly designed.

Traffic calming solutions may be warranted where there is a demonstrated need for traffic calming,
and where solutions can be identified that may address the need. Not only must the needs be
perceived by the neighborhood, but they must also be documented to be substantive. In order for
traffic calming strategies to be effective, traffic data collection and analysis must validate that
calming needs are legitimate. These traffic studies may include:

 1. Speed studies
 2. Vehicle and pedestrian counts
 3. Through-traffic surveys
 4. Accident records

Effective solutions for valid needs also require that the selected traffic calming strategy be
appropriate for the need. Once an effective strategy for traffic calming has been selected, it should
be properly designed in accordance with the relevant design parameters. These should include
consideration of:

 1. Traffic volume
 2. Design speed
 3. Design vehicle characteristics
 4. Emergency services

Although warranted and properly designed traffic calming strategies can have the desired benefits
of managing traffic, they also can create disadvantages to adjacent streets and neighborhoods
and to the traveling public at large. Traffic calming can have the potential of shifting an existing
traffic problem to another street or neighborhood. Traffic calming may also increase delay for
emergency response vehicles and can increase long term maintenance costs for the City.
Because of the controversy and potential disadvantages, traffic calming should be implemented
only with the majority consent of those directly impacted.




 1
This policy therefore provides guidelines for the following traffic calming activities:

 1. Requests for traffic calming consideration
 2. Prioritization of requests
 3. Identification and approval of traffic calming strategies
 4. Programming of traffic calming improvements
 5. Design of traffic calming projects
 6. Evaluation of traffic calming projects

REQUESTS FOR TRAFFIC CALMING CONSIDERATION

Requests for traffic calming received will be catalogued, and will be assigned to one of three tiers:

 Tier 1: Proximity to Schools (1/2-mile walkshed) or other significant points of interest
 Tier 2: Obvious cut-through opportunities (based on engineering best judgement, could
 be supplemented with traffic count study)
 Tier 3: Dead-end or disconnected areas of the transportation network

If a resident requests police patrol enforcement, the request will be forwarded to the Police
Department for possible enforcement action.

Requests from multiple streets may be grouped together and/or staff may add streets that may
be impacted by traffic calming to requests. If such grouping occurs, the requirements of the next
section will apply to the grouped streets.

PRIORITIZATION OF TRAFFIC CALMING REQUESTS

Locations assigned to Tier 1 or Tier 2 will be scheduled for further study upon receipt by the City
Engineer of a petition or other affirmative response by at least five signatures from property
owners or residents of the street(s) on which the traffic calming study is requested or written
request from a Property Owners Association or other similar group.

A block shall consist of every developed property having frontage on the street to be studied
between successive intersecting streets. A typical traffic calming petition shall include, at a
minimum, a description of the street or streets which are to be included in the calming study and
the signature or other written evidence of approval. Where more than one person is listed as
owner for each property, only one person shall be entitled to vote or sign a petition. Likewise, if
multiple properties are owned by the same person or persons, the owner(s) will only be entitled
to one vote or signature on the petition.

Active Property Owners Associations (POA’s) may also provide approve or disapprove a traffic
calming project. Written communication from association leadership may be used to meet the
consensus requirements instead of a petition signed by residents.

The City staff assigned to administer traffic calming studies will review the request for validity and
will assess whether other streets may be impacted by implementation of traffic calming strategies.
City staff will define the area of potential impact resulting from the traffic calming implementation
on a case by case basis.

Relevant data to be collected for the study includes:

 1. Speed and volume counts
 2. Accident experience
 3. Distance to schools and other pedestrian generators
 4. Pedestrian facilities

This data will be used to assign a point value to each Tier 1 and Tier 2 location, as follows:

 5pts for each MPH over five MPH over the posted or
Speed Per Calc.
 statutory speed limit - using the 85th percentile
Volume Per Calc. ADT/100
 5 pts if no continuous accessible sidewalks, 2.5pts if one
Sidewalks and side, 2.5 points street is part of designated shared on-street
 -5 to 5 pts
Bikeways bike route. Subtract 5 points for streets with continuous
 adequate/comfortable sidewalks or side paths.
 1 point for each auto accident/year at one location, 3 points
Crashes 0 to 5 pts for any fatal or serious injury crash or crash involving a
 pedestrians or bicyclists.
 10 pts within quarter-mile radius, 7.5pts if between quarter-
 and half-mile radius, 5pts within half-mile radius, 2.5pts if
School zones and
 0 to 10 pts partially in half-mile radius or within half mile of a major
Pedestrian Activity
 pedestrian activity generator such as large city park,
 employment cent, university or community center.

Locations receiving a minimum of 50 points, or that have 85th percentile speeds 35 mph or
higher will receive further consideration for traffic calming under this program. Locations with 85th
percentile speeds not exceeding 5 mph over the speed limit will not receive further consideration
regardless of score.

Streets that do not meet these minimum criteria, and dead-end or disconnected streets that are
placed in Tier 3 generally will not be considered for structural traffic calming, but may be
considered for enforcement and are eligible for consideration of tactical urbanism permits.

IDENTIFICATION OF TRAFFIC CALMING STRATEGIES

City staff shall present to the residents living within the area of potential impact the results of the
traffic calming study and rating. Where traffic calming may be appropriate, staff will present
options for traffic calming in the affected area. Sixty percent (60%) or more of the property
owners in the area of potential impact must support the proposed strategy option(s) with
a minimum of 15 affirmative votes before the City will consider traffic calming implementation.

In certain circumstances, the 60% requirement may be waived. These circumstances may
include locations that have disinterested owners (e.g. locations with a large percentage of rental
properties or locations adjacent to a single multifamily apartment complex) or other situations that
are deemed necessary for public safety by the City.


PROGRAMMING OF TRAFFIC CALMING IMPROVEMENTS

Periodically, but not less than once each year, City staff will prioritize those traffic calming
strategies within the City that have been approved within their area of impact. Prioritization will be
based on the rating system. The City Council Transportation Committee will approve projects to
be implemented, up to the yearly budget as determined by City Council. Those traffic calming
improvement locations not selected will remain in consideration for up to three years.

City ward boundaries should be considered so that projects affecting each ward can be
implemented.

DESIGN OF TRAFFIC CALMING PROJECTS

The design of traffic calming devices must meet the following criteria:

 1. Only residential links, urban center streets with less than 3,000 ADT and neighborhood
 link streets with less than 1,500 ADT are eligible.
 2. Limited to streets having only one lane of through traffic in each direction.
 3. Streets must not be primary emergency routes, as determined by the Police and Fire
 Departments.
 4. At the discretion of the City Engineer, certain traffic calming measures may not be
 used if they would create an unsafe condition for motorists driving at normal speeds
 under average driving conditions.
 5. Streets must not be through truck routes unless an acceptable alternative route is
 identified and approved. Design of traffic calming features shall accommodate a single
 unit truck.

EVALUATION OF TRAFFIC CALMING PROJECTS

Six months following the completion of the traffic calming improvements, City staff may undertake
a follow-up study to determine if the traffic calming features have achieved the initial purpose of
the project. If unacceptable impacts are identified, corrective measures may be taken. Traffic
calming measures may be removed after the evaluation period for any of the following reasons:

 1. Emergency response is significantly impacted.
 2. The problem for which the traffic calming was implemented has been transferred to
 another street.
 3. At least sixty percent (60%) of the property owners in the defined area of impact sign
 a petition to remove the traffic calming measures. This option will result in complete
 removal of all measures. Where traffic calming measures are removed by petition, a
 period of at least 3 years must pass before future petitions for traffic calming measures
 will be considered on the same street(s).
4. If traffic volumes have increased beyond established limits for traffic calming, or
 sidewalk or trail infrastructure has been added, traffic calming measures may be
 reduced or removed.