HomeMy WebLinkAbout2022-08-30 - Agendas - FinalCITY OF
FAYETTEVILLE
ARKANSAS
MEETING AGENDA
City Council Transportation Committee
Tuesday, August 30, 2022
5:30 pm or Immediately Following Agenda Session
NOTICE: THE TRANSPORTATION COMMITTEE WILL BE HELD VIRTUALLY WITH NO
PHYSICAL LOCATION TO ATTEND
VIDEO CONFERENCING BY ZOOM WILL BE USED FOR THIS MEETING. TO REGISTER
FOR THE MEETING GO TO THIS Registration Link
Members: Sarah Bunch, Chairperson; Sonia Harvey; Holly Hertzberg; Mark Kinion
City Staff: Chris Brown, Public Works Director/City Engineer; Terry Gulley, Asst. PW Director
for Operations/Transportation Services Director
Agenda:
1. New Business:
A. Midtown Corridor — Olsson Contract Amendment 4
B. Mud Creek Bridge Assessment
C. Rupple Road Lighting Discussion
D. Traffic Calming Program Update
i. Sang Ave.
ii. Stubblefield Rd.
iii. E. Harold St.
2. Adjourn
Mailing Address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
Matt Casey
Submitted By
City of Fayetteville Staff Review Form
2022-0758
Legistar File ID
9/6/2022
City Council Meeting Date - Agenda Item Only
N/A for Non -Agenda Item
8/18/2022 ENGINEERING (621)
Submitted Date Division / Department
Action Recommendation:
Staff recommends approval of Contract Amendment #4 in the amount of $332,785.00 with Olsson Associates, Inc.
for the Porter/Deane/Sycamore/Poplar Corridor (Midtown Corridor) and approval of a budget adjustment.
4602.860.7218-5860.02
Account Number
46020.7218.1000
Budget Impact:
4602 - Street Projects 2019 Bonds
Project Number
Budgeted Item? Yes Current Budget
Funds Obligated
Current Balance
Does item have a cost? Yes Item Cost
Budget Adjustment Attached? Yes Budget Adjustment
Remaining Budget
Purchase Order Number:
Change Order Number:
Original Contract Number:
Comments:
Fund
Midtown Corridor
Project Title
$ 5,497,652.00
$ 5,068,277.08
$ 429,374.92
$ 332,785.00
$ 332,785.00
429,374.92
V20210527
2019-00000800 Previous Ordinance or Resolution # 255-19
2019-0000053
Approval Date:
—� CITY OF
FAYETTEVILLE
ARKANSAS
MEETING OF SEPTEMBER 6, 2022
TO: Mayor and City Council
THRU: Susan Norton, Chief of Staff
Chris Brown, Public Works Director
FROM: Matt Casey, Engineering Design Manager
DATE: August 12, 2022
CITY COUNCIL MEMO
SUBJECT: Approval of Contract Amendment #4 in the amount of $332,785.00 with
Olsson Associates, Inc. for the Porter/Deane/Sycamore/Poplar Corridor
(Midtown Corridor) and approval of a budget adjustment.
RECOMMENDATION:
Staff recommends approval of Contract Amendment #4 in the amount of $332,785.00 with
Olsson Associates, Inc. for the Porter/Deane/Sycamore/Poplar Corridor (Midtown Corridor) and
approval of a budget adjustment.
BACKGROUND:
The Midtown Corridor is a project in the 2019 Transportation Bond Program and includes
several different components. The corridor is 2.3 miles in length and runs in an east -west
direction through a flat part of the middle of the city from 1-49 at Porter to College Avenue at
Poplar Street. The project includes vehicular improvements to the intersection of Porter Road
and 1-49 with a roundabout to improve the traffic flow for the large volume of traffic from the west
of 1-49 turning onto the interstate heading north. Along Porter Road and Deane Street from the
interstate to Garland Avenue the project includes street improvements with new turn lanes and
drainage as well as separated pedestrian and bicycle facilities. The street, drainage pedestrian,
and bicycle improvements will continue along Sycamore Street from Garland Avenue to the
Razorback Greenway. From the Greenway to College Avenue, the project will include multi -use
trail construction along the Poplar Street alignment. Finally, a connection to the south from
Poplar Street to Gregory Park was included in the design.
The first phase of this corridor included the improvements to Porter Road and Deane Street
from 1-49 to the east side of the new fire station. The design for this phase was completed in
January of 2022. In February of 2022, the City Council approved a change order with Flintco to
include this phase in the Police Headquarters Project. Construction is currently underway and
is expected to be complete in early 2023.
The design for the remainder of this corridor is complete and a Construction Manager at Risk
contract with Crossland Heavy Contractors is scheduled for consideration at the August 16th city
council meeting.
Mailing Address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
DISCUSSION:
Through the final design process of this project, Olsson has identified design and surveying
elements that were required that were beyond the approved scope of their design contract.
Construction phase services for Phase 2 are also necessary as the project moves forward with
construction. Staff has worked with Olsson to develop contract amendment 4 to cover these
additional services.
A full list of the design scope changes is included in Appendix A of the contract amendment.
The contract amendment includes the following:
1. Additional right of way and easement documents.
2. Utility coordination.
3. Water relocation design
4. Additional survey.
5. Construction phase services and materials testing.
6. Project Management
BUDGET/STAFF IMPACT:
The corridor improvements are funded by the 2019 Transportation Bond Program. The current
design contract with Olsson Associates is $1,332,971.40 of which $410,000 was paid by the
Walton Family Foundation, $29,316.00 from the Police Headquarters Bond Fund and
$893,655.40 from the Transportation Bond Fund. This contract amendment will be funded with
the Transportation Bond Fund.
Attachments:
Olsson Associates, Inc. Scope and Fee - Engineering Agreement
Budget Adjustment
AMENDMENT NO. 4
To
CONTRACT FOR PROFESSIONAL ENGINEERING SERVICES
FOR THE PORTER/DEANE/SYCAMORE/POPLAR CORRIDOR
Between
CITY OF FAYETTEVILLE, ARKANSAS
And
OLSSON, Inc.
WHEREAS, on November 19, 2019, the City of Fayetteville, Arkansas (CITY OF FAYETTEVILLE)
and Olsson, Inc. of Fayetteville, Arkansas (ENGINEER) entered into an Agreement for professional
engineering services in connection with the Porter/Deane/Sycamore/Poplar Corridor (the "Project"); and
WHEREAS, the scope of the current contract excluded additional engineering services, and the CITY OF
FAYETTEVILLE now wishes to increase the scope of work to include these additional engineering
services as described in the scope of services attached as Appendix A, and
WHEREAS, the current Agreement must now be amended to provide the additional scope and amount of
compensation to the ENGINEER for the additional work; and
NOW THEREFORE, in consideration of the mutual covenants and Agreements herein contained, CITY
OF FAYETTEVILLE and the ENGINEER, the parties hereto, stipulate and agree that the Contract for
Professional Engineering Services dated November 19, 2019 is hereby amended in the following
particulars:
SECTION 5 — PAYMENTS TO THE ENGINEER
Section 5.1 is amended as follows:
5.1 The maximum not -to -exceed amount authorized for this agreement is increased by this
Amendment 4 in an amount of $332,785.00 from $1,339,471.40 to $1,672,256.40 which
includes all reimbursable expenses.
APPENDIX A — SCOPE OF SERVICES
Add the following scope of work as described in the attached Appendix A for Amendment 4
Amend Section A.4 to include additional fees as shown in the attached Appendix A for
Amendment 4
Amend Section A.5 to reflect the revised project schedules as shown in the attached Appendix A
for Amendment 4.
All other provisions of the original Agreement remain in full force and effect
019-3988 Amendment No.4
Page 1
IN WITNESS WHEREOF, CITY OF FAYETTEVILLE, ARKANSAS by and through its Mayor, and
ENGINEER, by its authorized officer have caused this Amendment to be duly executed this day of
, 2022.
CITY OF FAYETTEVILLE, ARKANSAS
By:
Mayor, Lioneld Jordan
ATTEST:
By:
City Clerk
OLSSON, INC.
Brad Hammond, P.E.; Office Leader
Richard D. Herrick, P.E.; Vice President
END OF AMENDMENT NO. 4 TO
CONTRACT FOR PROFESSIONAL ENGINEERING SERVICES
019-3988 Amendment No.4
Page 2
MIDTOWN CORRIDOR -- APPENDIX A
SCOPE OF SERVICES FOR AMENDMENT NO 4
During execution of the preliminary and final design, the CITY OF FAYETTEVILLE requested additional
scope items that were not included in the original Consultant contract or Amendments 1 through 3.
The purpose of this Amendment 4 is to revise and update the scope of services and fee estimate to
reflect the requested changes and adjustment in the work effort.
Below is a list of the additional work items and a general description of each task.
TASK 1: RIGHT OF WAY AND EASEMENT DOCUMENT REVISIONS - $16,000
1.1 Amendment 1 to the original contract included time and effort for title work and to prepare the
ROW and Easement documents required for construction of the project. Amendment 3 included
additional title work and the preparation of additional documents not included in the previous
Amendments. As a result of the right-of-way negotiation and acquisition process, and coordination
with utilities, additional and revised right-of-way and easement documents were required. This
scope item is for the preparation and revision of these documents. (this includes the most recent
request to write and prepare an additional 10 utility easements and associated exhibits)
TASK 2: UTILITY COORDINATION - $15,000
2.1 This work includes plan submittals, meetings, phone calls, identification of potential conflicts,
determining pothole locations, transferring the pothole information to the plans, and other general
utility coordination efforts required for the project beyond the effort identified in Amendment
Number 3.
TASK 3: WATER UTILITY DESIGN - $8,000
3.1 This work includes the relocation and removal design of the RPZ, the enclosure, and associated
waterline.
TASK 4: ADDITIONAL SURVEY - $16,000
4.1 Re -survey of one -call utility locates, survey for utility potholes including flagging locations in the
field and then surveying the exposed utility, and surveys to flag/stake ROW and easements in the
field beyond the efforts estimated in Amendment 3.
019-3988 Amendment No.4-Appendix A Page 1
TASK 5: CONSTRUCTION PHASE SERVICES FOR DEANE/SYCAMORE AND POPLAR/WOODLAND
PROJECTS - $273,785 (assumes 18 months of construction [78 weeks] — see attached detailed scope for
construction services)
5.1 Contract Administration including coordination, meeting attendance (39 bi-weekly progress
meetings), review of contractor submittals, responding to requests for information, preparing
change orders and plan revisions associated with the roadway. (Assumes up to 5 change
orders/plan revisions) $144,480
5.2 Part-time construction observation (daily observation is provided by the City) estimated at an
average of 4 hours per week for 78 weeks. $23,400
5.3 Construction testing including earthwork, concrete and asphalt. $76,905
5.4 As -built survey and production of Record Drawings. $29,000
TASK 6: PROJECT MANAGEMENT OF TASKS 1, 3, AND 4. - $4,000
SCHEDULE: This amendment extends the project schedule through completion of construction, which is
estimated at 18 months, ending approximately May 1, 2024.
GRAND TOTAL AMENDMENT NO 4 = $332,785
019-3988 Amendment No.4-Appendix A Page 2
DETAILED SCOPE OF SERVICES
TASK 5 CONSTRUCTION PHASE SERVICES
For
Deane/Sycamore and Poplar/Woodland Projects
Fayetteville, Arkansas
SCOPE OF SERVICES
Task 5 Construction Phase Services — The scope of this work includes administration, part-time
observation, materials testing, and post -construction documentation for the above referenced project.
The estimated fee is based on 18 months (78 weeks) of construction.
Task 5.1 Construction Administration
• Perform review of shop drawings and materials submittals and issue back to contractor
• Provide professional review and coordination throughout construction, including attendance at
bi-weekly (every two weeks) progress meetings, schedule reviews, dealing with contractor and
utility issues, issuance of field orders, work change directives, and change orders.
• Prepare up to 5 Change Orders requiring plan revisions.
• Receive contractor requests for interpretation or clarification on the intent of the contract
specifications during construction and issue responses as required. Coordinate with the City, the
communication of such responses to the prime contractor.
• Report to City, giving opinions and suggestions based on the observations regarding defects or
deficiencies in the contractor's work and relating to compliance with the contract documents.
Task 5.2 Construction Observation
• Perform part-time construction observation and document the work in progress.
Task 5.3 Materials Testing
• Provide construction materials testing and reporting in accordance with the testing frequencies
outlined in the contract documents including concrete air, slump, and cylinders; soil and base
rock proctors and Atterberg limits; aggregate gradations and deleterious substances; soil density
testing; aggregate base rock density testing; storm sewer trenches; asphaltic concrete density
testing by nuclear gauge; and asphalt content of hot mix asphalt as detailed below:
Pavement Subgrades —The subgrades within the footprint of the proposed pavement areas will
be evaluated with respect to stability and moisture content. The subgrades will be proof rolled
with heavy construction equipment.
019-3988 Amendment No.4-Appendix A Page 3
Fill Placement — Olsson will obtain samples of materials proposed for use as structural fill for
laboratory testing. Laboratory tests, including standard Proctors, Atterberg limits, and P-#200
tests will be performed to classify and determine physical properties of the proposed fill materials.
Olsson will observe and perform field density tests on structural fill placed within the footprint of
the proposed pavement areas.
Utility Backfill — Olsson will obtain samples of backfill material for standard Proctor and Atterberg
limits testing. Field moisture -density tests will be performed in backfill placed within segments of
utility trenches, and/or along segments of foundation walls.
Exterior Concrete — Field tests, including slump, air entrainment, and temperature, will be
performed on samples of concrete obtained from these structures. Cylinders will be cast from
the concrete used in the construction of the structure for compressive strength testing.
Asphaltic Concrete — Olsson will perform field density tests on each lift of the base and surface
courses of asphaltic concrete pavement. Olsson will provide in -place density testing to establish
a rolling pattern to achieve the required density of each lift of material. In addition, Olsson will
core the asphaltic concrete base and surface courses and run lab tests for core densities and
thicknesses. Olsson is assuming two lab tests will be completed for asphaltic mix design
verification: one for the base mix and one for the surface course.
Reporting - Olsson's field professionals will prepare typed field reports summarizing each day's
field observations, presenting test results, and detailing items not in compliance with the project
drawings and/or specifications. Draft copies of the field reports will be provided daily to the
designated field representative if requested.
Field reports will be reviewed by our project manager and transmitted to the Client, Contractor,
and other appropriate individuals.
Following completion of the project, Olsson will prepare a final summary report stating its opinion
regarding whether the portions of the work that were observed, inspected and/or tested were in
compliance with the project specifications.
Task 5.4 Post -Construction Documentation
• Complete an as -built survey of the storm new storm drainage system (rims and inverts) and at
other locations where plans were revised, or changes made during construction based on
markups or other information provided by the contractor or the City.
• Production of record drawings based on the as -built survey information.
019-3988 Amendment No.4-Appendix A Page 4
Assumptions, Exclusions and Additional Services
Olsson is not responsible for the Contractor's means or methods and does not have the
obligation or authority to stop Contractor's work. Olsson's sole obligation is to report its
observation, inspection and test results to Client as provided herein. The above Scope of Work
was prepared without the anticipation of profits on account of any difference between the
actual and estimated quantities. If the construction methods utilized by contractors for the
project increases the frequency of site visits and construction testing units as listed in the scope
of work, this agreement shall be amended to supplement the cost of the out -of -scope services.
Olsson will notify the Client if construction testing frequencies and site visits are subject to
increase due to construction methods or design changes prior to the commencement of said out
of scope services
• Construction staking is NOT included in this scope
• The City is responsible for the day-to-day construction observation and for the processing of the
monthly pay applications. Olsson will assist with observation as requested per Amendment 4
Task 5.2.
• Estimate for construction services is based on 18 months (78 weeks) of construction. Part-time
observation is estimated at an average of 4 hours per week. Time required beyond the
estimated days may require a contract amendment.
• Labor for lab testing is included in the unit price for the test.
• Olsson assumes progress meetings every 2 weeks (39 meetings) during construction. Meeting
will be coordinated by the contractor with agenda and minutes generated by the contractor.
• Design changes required because of Value Engineering (VE) are not included in this Amendment.
• Any services not specifically detailed in the scope is excluded.
019-3988 Amendment No.4-Appendix A Page 5
CITY OF
FAYETTEVILLE
ARKANSAS
MEETING OF SEPTEMBER 6, 2022
TO: Mayor and City Council
CITY COUNCIL MEMO
THRU: Susan Norton, Chief of Staff
Chris Brown, Public Works Director/City Engineer
FROM: Paul Libertini, Staff Engineer
DATE: August 16, 2022
SUBJECT: Sain Street Construction Project — Recognize Mud Creek Bridge
Assessment Funds.
RECOMMENDATION:
Staff recommends approval of a Resolution to recognize revenue in the amount of $23,996 from
the Mud Creek Bridge Assessment funds for the Sain Street project which has constructed a
new bridge over Mud Creek and to approve a Budget Adjustment.
BACKGROUND:
Mud Creek Bridge Assessment funds have been collected since 2006. On December 1, 2020,
City Council recognized $268,466 which were collected for bridge improvements and allocated
the funds to the Sain Street Construction project which is approximately 70% complete. As part
of this project, a new 320 ft. two lane bridge has been constructed over Mud Creek which is
approximately 95% complete.
DISCUSSION:
Subsequent to recognizing the bridge assessment funds referred to above, an additional
development near Mud Creek was approved in late 2021 by the City and was assessed
$23,961.60 for bridge improvements. With interest, this escrow amount is now $23,996.00.
BUDGET/STAFF IMPACT:
The construction budget for this project will be increased by $23,996.00.
Attachments:
Bridge Assessment Staff Memo dated 9/28/2021
Budget Adjustment
Mailing Address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
CITY OF
f FAYETTEVILLE
ARKANSAS
TO: Gretchen Harrison, Planner
FROM: Josh Boccaccio, Staff Engineer
DATE: September 28, 2021
SUBJECT: LSD 2021-000038 Bridge Assessment
STAFF MEMO
The Engineering Division requires that this development be assessed for a percentage of the
construction costs for a bridge over Mud Creek. The following is a rational nexus calculation
for this offsite improvement:
Projected Traffic from development — 435 vpd
Assume 50% of vehicle trips will turn east onto Joyce — 218 vpd
Assume 33% of vehicle trips will turn south and use the Mud Creek Bridge — 72 vpd
Neighborhood Link (Collector) traffic capacity = 6,000 vpd
% Traffic from development = 1.2%
Estimated Mud Creek Bridge Costs:
15,360 sf x $130/sf = $1,996,800.
Hedberg Allergy Percentage of Costs:
0.012($1,996,800) = $23,961.60
Therefore, the Engineering Division concludes the Joyce St. Office Building development be
assessed for the Mud Creek Bridge.
Joyce Boulevard Investments LLC 1003
4200 N Gabel Dr 81-088510829
Fayetteville, AR 72703
DATE
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CITY OF
--� FAYETTEVILLE
ARKANSAS
TO: Chris Brown, Public Works Director
FROM: Dane Eifling, Mobility Coordinator
DATE: August 25, 2022
SUBJECT: Sang Ave Traffic Calming
STAFF MEMO
RECOMMENDATION:
Recommend forwarding the plan for the installation of speed cushions in two locations N Sang
Ave to Transportation Committee.
BACKGROUND:
N Sang Ave is has had multiple traffic calming requests dating back to 2020. N Sang Ave is
classified as a Neighborhood Link. Neighborhood Link streets are not normally considered for
traffic calming however exceptions are made for school zones - Asbell Elementary in this case.
DISCUSSION:
Traffic speed and volume studies conducted by City staff on N Sang in 2022 showed an
average speed of 30.76 MPH and an 85t" percentile speed of 36.01 MPH and 2,320 ADT. The
street scores 64.8 points on the traffic calming matrix, 35 points are required to qualify for traffic
calming.
Residents of the street have provided the needed signatures to meet the 60% neighborhood
approval. All resident votes collected were in the affirmative. City staff has met with Fayetteville
Public Schools administrators regarding the proposed plan and FPS has expressed support for
the project based on student safety. Residents of the street are supportive of installation a
greater number of speed cushions. Speed and volumes will be evaluated after any installations
to determine whether more speed cushions may be appropriate.
BUDGET/STAFF IMPACT:
Est. $2,821.00 est. total material cost
Attachments:
2022 Traffic Study
Planned layout of speed cushions
Neighborhood Petition and letter of support.
Mailing Address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
Hello City of Fayetteville, which I love dearly.
My name is Martha Londagin, I own a home at 2123 West Lawson Street, and
can see Asbell Elementary from my front porch facing north. Sang Avenue is
about 75 feet from my front door.
Last September of 20211 saw a wonderful sight, a Fayetteville Police Department
vehicle with officers clocking speeders on Sang Avenue across from Asbell
Elementary. I walked over to thank them for doing this and the two officers
encouraged me to write my city council person to request help with the horrible
speeding situation we have on Sang Avenue. So I did send emails of this request
below to councilpersons Matthew Petty and Mark Kinion September 91" of 2021
from my email account at londagin3@hotmaii.com even before connecting with
my neighbors this week about these efforts of theirs. No responses back.
We have a HUGE problem with speeding cars going north and south on Sang
Avenue in this neighborhood. I constantly have to yell at drivers when I am out
running, or walking or riding my bike here to "SLOW DOWN", and they do not
respond back kindly. (: I have personally been almost plowed down IN A
CROSSWALK at the corner of Sang and Lawson too many times to count,
especially if I am out after 7 am ....
We have several low household income families that reside here in our lovely
little neighborhood, we have also at least five major apartment complexes within
a mile of the Asbell school, and the children living there walk to and from the
school alone often and are in danger due to this awful speeding. It was wonderful
when the city resurfaced Sang Avenue in 2020, BUT that has increased the
speeding. I talked to a single mom last fall I saw walking her three kids toward the
school in front of my house one morning, and she said she had to start doing this
because of the danger of speeding cars on Sang Avenue. The one child that
attends the school is old enough to walk alone, but she has to bundle up the two
younger children, leave her apartment with them in tow, and them all walk to the
school because it is just too dangerous due to the speeding cars that do not obey
the crosswalk rules of the road by the school for the older child to walk alone.
Further, I work from home several days a week, and no less than at least 20
people walking dogs and walking for exercise pass my window EVERY HOUR, and I
see them passing through the intersection at Lawson and Sang, EVERY DAY. More
on the weekends.... It is a VERY popular walking area also designated as a bike
route street with city signs.
Can you PLEASE place as many speed bumps as possible to be installed on Sang
Avenue. It is a matter of time only that some adult or a child is going to get run
over here by a speeding car. PLUS we have lots of traffic constantly for families
dropping off and picking up kids from school as Asbell is a year round school and
an apartment complex is right next door to the school that U of A students live
in and often younger drivers are not so attentive to speed limits. We had a man
killed while walking ON the SIDEWALK just .09 miles from Asbell less than two
years ago at the top of Cleveland Hill just OFF Sang Avenue, and the city recently
installed twospeed bumps there in response to this tragedy.
It would also help eliminate the need for our police officers to have to sit and
catch speeders if bumps were installed, so they didn't have to worry about our
street so very much. Our officers have much more important duties to attend
to, and should not have to constantly do this.
Thank you for your consideration, I would be HAPPY to come to a meeting to
discuss this with the whole city council if you thought it would help.
appreciate your service to our fine city. Thank you for your time and
cons' ration of this neighborhood request that we ALL want.
Martha Londagin
2123 West Lawson Street
Fayetteville, AR 72701
Londagin3@hotmail.com
(479) 276-7096 cell number
CITY OF
--� FAYETTEVILLE
ARKANSAS
TO: Chris Brown, Public Works Director
FROM: Dane Eifling, Mobility Coordinator
DATE: August 251h, 2022
SUBJECT: Stubblefield Rd Traffic Calming
STAFF MEMO
RECOMMENDATION:
Recommending forwarding the plan for the installation of speed cushions in two locations on
Stubblefield Rd to Transportation Committee.
BACKGROUND:
Stubblefield Rd has had multiple traffic calming requests dating back to 2008. Under the City's
current traffic calming policy, Stubblefield Rd qualifies for traffic calming based on traffic speed
and volume studies and street classification
DISCUSSION:
Traffic speed and volume studies conducted by City staff Harold Street has 85th percentile
speed of 33.1 MPH and 1,602 ADT. The street scores 41.0 points on the traffic calming matrix,
35 points are required to qualify for traffic calming.
Residents have gathered the needed 60% approval signatures. All votes collected are in the
affirmative.
BUDGET/STAFF IMPACT:
Est. $2,116.00 est. total material cost
Attachments:
2017 Traffic Study
Planned layout of speed cushions
Signed neighborhood petition
Mailing Address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
Stubblefield Rd Traffic Calming Concept Description
Install a total of 4 speed cushion units on Stubblefield Rd western set of two
between Summerhill Drive and Loxley Ave eastern set between Loxley Ave and
Piccadilly Ln Approx. 1,100 feet spacing
Street is 24 feet wide face -of -curb to face -of -curb
- M 1f.
E - •
N'
At
2
Speed Cushion
6 feet wide 7 feet long and 4 inches high
TZ
E
SpeedStatHour-57 Page 1
SpeedStatHour-57 -- English (ENU)
Datasets:
Site:
Attribute:
Direction:
Survey Duration:
Zone:
File:
Identifier:
Algorithm:
Data type:
Profile:
Filter time:
Included classes:
Speed range:
Direction:
Separation:
Name:
Scheme:
Units:
In profile:
MetroCount Traffic Executive
Speed Statistics by Hour
[stubblefield] volume and speed
e of loxely
4 - West bound, A trigger first. Lane: 0
9:00 Thursday, June 8, 2017 => 9:11 Wednesday, June 14, 2017,
stubblefield14Jun2017.EC0 (Plus )
DD84EXZJ MC56-1-5 [MC55] (c)Microcom 19Oct04
Factory default axle (v5.07)
Axle sensors - Paired (Class/Speed/Count)
9:00 Thursday, June 8, 2017 => 9:11 Wednesday, June 14, 2017 (6.00781)
1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13
6 - 99 mph.
North, East, South, West (bound), P = West, Lane = 0-16
Headway > 0 sec, Span 0 - 328.084 ft
Default Profile
Vehicle classification (Scheme F3)
Non metric (ft, mi, ft/s, mph, lb, ton)
Vehicles = 4990 / 4990 (100.00%)
SpeedStatHour-57 Page 2
Speed Statistics by Hour
SpeedStatHour-57
Site: stubblefield.O.OW
Description: volume and speed
Filter time: 9:00 Thursday, June 8, 2017 => 9:11 Wednesday, June 14, 2017
Scheme: Vehicle classification (Scheme F3)
Filter: Cls(1-13) Dir(NESW) Sp(6,99) Headway(>O) Span(0 - 328.084) Lane(0-16)
Vehicles = 4990
Posted speed limit = 37 mph, Exceeding = 197 (3.948%), Mean Exceeding = 39.85 mph
Maximum = 57.5 mph, Minimum = 11.7 mph, Mean = 28.2 mph
85% Speed = 33.11 mph, 95% Speed = 36.35 mph, Median = 27.96 mph
12 mph Pace = 22 - 35, Number in Pace = 4137 (82.91 %)
Variance = 23.02, Standard Deviation = 4.80 mph
Hour Bins (Partial days)
Time 1
Bin 1
Min I
Max
I Mean
I Median 1
85% 1
95% 1
>PSL
I
I
I
I
I I
I
I
37 mph
I
0000
11
I
0.220% I
I
16.4
35.1
I
27.4
I I
1 27.1 1
I
33.2 1
I
35.1 1
0
0.000%
0100
6
0.120% I
22.5
28.9
25.7
1 25.6 1
28.9 1
28.9 1
0
0.000%
0200
4
0.080% I
20.5
33.3
25.6
1 24.3 1
33.3 1
33.3 1
0
0.000%
0300
7
0.140% I
17.6
31.2
25.3
1 23.7 1
30.8 1
31.2 1
0
0.000%
0400
11
0.220% I
19.4
29.4
25.9
1 27.7 1
28.9 1
29.4 1
0
0.000%
0500
35
0.701% I
15.0
50.0
30.0
1 28.9 1
35.9 1
48.4 1
4
11.43%
0600 1
154
3.086% I
18.1
41.8
29.3
1 28.9 1
34.3 1
36.6 1
6
3.896%
0700 1
385
7.715% I
13.7
49.1
28.9
1 28.9 1
34.0 1
37.5 1
22
5.714%
0800 1
316
6.333% I
14.2
44.9
28.4
1 28.0 1
33.3 1
36.5 1
12
3.797%
0900 1
308
6.172% I
12.6
57.5
28.0
1 27.6 1
33.1 1
36.9 1
15
4.870%
1000 1
317
6.353% I
13.0
51.4
28.0
1 27.4 1
33.2 1
37.7 1
20
6.309%
1100 1
370
7.415% I
13.8
42.7
28.2
1 27.8 1
33.2 1
35.7 1
13
3.514%
1200 1
381
7.635% I
13.7
46.1
28.0
1 27.8 1
32.5 1
35.1 1
10
2.625%
1300 1
361
7.234%
14.7
47.2
28.2
1 27.8 1
33.2 1
36.7 1
15
4.155%
1400 1
318
6.373%
17.0
43.4
27.9
1 27.6 1
33.1 1
35.6 1
9
2.830%
1500 1
348
6.974%
16.8
42.7
28.6
1 28.1 1
33.0 1
37.2 1
18
5.172%
1600 1
400
8.016%
13.3
43.9
27.9
1 27.6 1
32.3 1
35.2 1
11
2.750%
1700 1
385
7.715% 1
12.4 1
52.6
1 28.9
1 28.5 1
33.7 1
36.0 1
8
2.078%
1800 1
323
6.473% I
16.8 1
48.1
1 28.7
1 28.3 1
33.4 1
36.8 1
14
4.334%
1900 1
212
4.248% I
12.6 1
39.5
1 27.7
1 27.1 1
32.8 1
36.5 1
8
3.774%
2000 1
168
3.367% I
11.7 1
46.2
1 27.2
1 26.6 1
31.9 1
35.3 1
4
2.381%
2100 1
87
1.743% 1
12.7 1
54.6
1 27.9
1 26.7 1
32.4 1
39.5 1
6
6.897%
2200 1
53
1.062% 1
13.2 1
38.1
1 25.7
1 25.4 1
30.0 1
33.9 1
2
3.774%
2300 1
30
0.601% 1
17.1 1
34.6
1 27.8
1 27.6 1
32.0 1
33.7 1
0
0.000%
---- 1
4990
100.0% 1
11.7 1
57.5
1 28.2
1 28.0 1
33.1 1
36.4 1
197
3.948%
Neighborhood Traffic Claiming Petition
Applicant Name Phone Email
David Lencho 479-6444304 david708@mac.com
Location Street Name From To
Stubblefield Rd Picadilly Ln Summerhill Dr
Description planter boxes, speed hump(s), speed table(s) on -street parking etc.
of Traffic
Calming Speed cushions
Treatment
Requested
List of petitioners. Must reside at one of the addresses listed, only one signature per household.
#
Address
Last Name, First Name
Circle A rove/Disapprove
Signature
1
Approves Disapprove
1427 E STUBBLEFIELD RD
2
-
(:ApproveDisapprove
1503 E STUBBLEFIELD RD
3
Approve Disapprove
1533 E STUBBLEFIELD RD
4
Approve Disapprove
1601 E STUBBLEFIELD RD
5
Approve Disapprove
1800 E STUBBLEFIELD RD
6
Approve Disapprove
1537 E THORNHILL DR
�—e
Y
Page 1 of 3
#
Last Name, First Name
Circle Approve/Disapprove
Signature
Address
7
Approve Disapprove
1709 E STUBBLEFIELD RD
8
Approve Disapprove
1585 E THORNHILL DRY
f/i�c�
9
1737 E STUBBLEFIELD RD
7�� JUL
Approve Disapprove
10
1691 E THORNHILL DR
Approve Disapprove
'
11
Ap _e Disapprove
1403 E STUBBLEFIELD RD
12
Q
�i✓l
Approve Disapprove
1515 E THORNHILL DR
��
13
Approve Disapprove
1663 E THORNHILL DR
14
pprove Disapprove
3295 N SUMMERHILL DR
15
1561 E THORNHILL DR
Approve) Disapprove
16
Approve Disapprove
1549 E STUBBLEFIELD RD
17
j
Approve Disapprove
1501 E STUBBLEFIELD RD
"C
18
1431 E STUBBLEFIELD RDApprove
isapprove
9---
19
Approve Disapprove
3290 N PICADILLY LN
20
pprov Disapprove
3289 N PICADILLY LN
L�
21
-� C
'�� ri
Disapprove
pro Disapprove
1763E STUBBLEFIELD RD
.>�
22
'� AS..�
p Disapprove
3290 N SUMMERHILL DR
\ C!->, t`C1Z:'t1
Page 2 of 3
M
'-�V)
D'15(-p �dv �- ';�i
(:F ) qNk& ���
23
1611 E THORNHILL DR
.,
,7511,,✓
Approve Disapprove
24
1776 E STUBBLEFIELD RD
Approve Disapprove
Number of signatures needed to meet 60% approval: 14
Page 3 of 3
CITY OF
--� FAYETTEVILLE
ARKANSAS
TO: Chris Brown, Public Works Director
FROM: Dane Eifling, Mobility Coordinator
DATE: August 251h, 2022
SUBJECT: Harold Street Traffic Calming
STAFF MEMO
RECOMMENDATION:
Recommending forwarding the plan for the installation of speed cushions in two locations on E.
Rd to Transportation Committee.
BACKGROUND:
Harold Street has had multiple traffic calming requests dating back to 2006. Under the City's
current traffic calming policy, E. Harold Street qualifies for traffic calming based on traffic speed
and volume studies and street classification. Residents of the street successfully gathered
signatures for the 60% approval needed to send plan to install speed cushions on the street to
Transportation Committee for consideration.
DISCUSSION:
Traffic speed and volume studies conducted by City staff Harold Street has an average speed of
30.2 MPH and an 85th percentile speed of 35.01 MPH and 1,997 ADT. The street scores 48.5
points on the traffic calming matrix, 35 points are required to qualify for traffic calming.
Residents have gathered the needed 60% approval signatures. All votes collected are in the
affirmative.
BUDGET/STAFF IMPACT:
Est. $2,116.00 est. total material cost
Attachments:
2022 Traffic Study
Planned layout of speed cushions
Signed neighborhood petition
Mailing Address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
80 0
80
Scale: 1 " = 80'
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3224 N LEE AVE
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1322 E HAROLD ST
1363 E HAROLD ST
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SPEED CUSHION DETAIL
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DIMENSION OF ONE SPEED CUSHION:
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SpeedStatHour-177 Page 1
SpeedStatHour-177 -- English (ENU)
Datasets:
Site:
Attribute:
Direction:
Survey Duration:
Zone:
File:
Identifier:
Algorithm:
Data type:
Profile:
Filter time:
Included classes:
Speed range:
Direction:
Separation:
Name:
Scheme:
Units:
In profile:
MetroCount Traffic Executive
Speed Statistics by Hour
[Harold] ^
Sheryl to Sarah
4 - West bound, A trigger first. Lane: 1
10:58 Wednesday, June 15, 2022 => 10:37 Tuesday, June 21, 2022,
Harold 0 2022-06-21 1037.EC1 (Plus )
DD799A8Z MC56-1-5 [MC55] (c)Microcom 19Oct04
Factory default axle (v5.07)
Axle sensors - Paired (Class/Speed/Count)
11:00 Wednesday, June 15, 2022 => 11:00 Saturday, June 18, 2022 (3)
1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13
6-99mph.
North, East, South, West (bound), P = West, Lane = 0-16
Headway > 0 sec, Span 0 - 328.084 ft
Default Profile
Vehicle classification (Scheme F3)
Non metric (ft, mi, ft/s, mph, lb, ton)
Vehicles = 5991 / 10404 (57.58%)
SpeedStatHour-177 Page 2
SpeedStatHour-177
Site:
Description:
Filter time:
Scheme:
Filter:
Speed Statistics by Hour
H arold.1.OW
n
11:00 Wednesday, June 15, 2022 => 11:00 Saturday, June 18, 2022
Vehicle classification (Scheme F3)
Cls(1-13) Dir(NESW) Sp(6,99) Headway(>O) Span(O - 328.084) Lane(0-16)
Vehicles = 5991
Posted speed limit = 37 mph, Exceeding = 469 (7.828%), Mean Exceeding = 40.07 mph
Maximum = 61.0 mph, Minimum = 7.7 mph, Mean = 30.2 mph
85% Speed = 35.01 mph, 95% Speed = 38.48 mph, Median = 30.09 mph
12 mph Pace = 24 - 36, Number in Pace = 4894 (81.69%)
Variance = 25.15, Standard Deviation = 5.02 mph
Hour Bins
Time I Bin I Min I Max I Mean I Median 1 85% 1 95%
0000 1
29
0.484% 1
22.2 1
45.7 1
29.9 1
28.5
1 33.6 1
44.2
0100 1
12
0.200% 1
20.7 1
34.7 1
28.9 1
28.7
1 34.1 1
34.7
0200 1
12
0.200% 1
23.8 1
41.1 1
29.8 1
29.0
1 39.9 1
41.1
0300 1
7
0.117% 1
16.5 1
34.9 1
27.3 1
26.2
1 34.5 1
34.9
0400 1
7
0.117% 1
23.5 1
38.5 1
31.3 1
33.4
1 38.1 1
38.5
0500 1
20
0.334% 1
17.7 1
43.6 1
32.6 1
33.4
1 38.8 1
43.4 1
0600 1
85
1.419% 1
20.8 1
40.5 1
29.9 1
30.0
1 34.4 1
37.6 1
0700 1
257
4.290% 1
12.4 1
51.2 1
30.2 1
30.2
1 34.6 1
38.4 1
0800 1
309
5.158% 1
13.7 1
44.7 1
30.3 1
30.3
1 35.1 1
38.3
0900 1
347
5.792% 1
14.6 1
48.0 1
30.0 1
30.0
1 34.9 1
37.9
1000 1
389
6.493% 1
13.3 1
44.2 1
30.1 1
30.3
1 34.9 1
38.6
1100 1
388
6.476% 1
14.0 1
47.2 1
30.3 1
30.2
1 35.0 1
37.4
1200 1
512
8.546% 1
9.5 1
61.0 1
29.7 1
29.5
1 34.6 1
37.8
1300 1
464
7.745% 1
13.7 1
46.7 1
29.8 1
29.6
1 34.4 1
37.5 1
1400 1
442
7.3780 1
7.7 1
46.5 1
30.1 1
30.1
1 35.1 1
38.6 1
1500 1
485
8.0950 1
13.4 1
51.9 1
30.6 1
30.0
1 35.9 1
40.1 1
1600 1
511
8.5290 1
16.5 1
58.9 1
30.7 1
30.5
1 35.6 1
39.1
1700 1
602
10.05% 1
14.1 1
46.2 1
30.4 1
30.2
1 35.0 1
38.8
1800 1
372
6.209% 1
14.8 1
50.2 1
30.1 1
30.2
1 34.9 1
38.0
1900 1
254
4.240% 1
13.6 1
45.5 1
30.4 1
30.2
1 35.1 1
38.7
2000 1
197
3.2880 1
18.9 1
44.1 1
29.9 1
29.8
1 34.6 1
38.9
2100 1
141
2.354% 1
11.6 1
42.8 1
29.2 1
29.8
1 33.4 1
38.1 1
2200 1
88
1.4690 1
15.7 1
41.2 1
30.1 1
30.3
1 34.8 1
37.3 1
2300 1
61
1.0180 1
14.7 1
40.9 1
30.2 1
31.1
1 35.5 1
38.9 1
---- 1
5991
100.0% 1
7.7 1
61.0 1
30.2 1
30.1
1 35.0 1
38.5 1
>PSL
37 mph
2 6.8970
0 0.000%
2 16.670
0 0.000%
1 14.290
4 20.00%
7 8.2350
17 6.6150
22 7.1200
29 8.3570
31 7.9690
26 6.7010
36 7.0310
28 6.0340
37 8.3710
48 9.8970
52 10.180
49 8.1400
22 5.9140
18 7.0870
17 8.6290
10 7.0920
5 5.6820
6 9.8360
469 7.828%
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2022 Sidewalk Projects
8/25/2022
Status Ward Street From To Placement Type
Complete
2
Mt. Comfort Rd.
Addington Ave.
Garland Ave.
South
New
Constructed new 12 foot wide sections with curbs and storm drainage improvements.
Complete
4
Heritage Ave.
Reliance St.
Wedington Dr/
West
Rep
Replaced damaged sections of sidewalk
Complete
4
Vanike Dr.
at
Deane Solomon Rd.
Both
New
Installed new access ramps and sidewalk connections
Complete
1
Eleventh St.
Duncan Ave.
Hill Ave.
North
Rep
Replaced deteriorated areas of sidewalk and curbs
On Going
2
Church Ave.
Spring St.
Mountain St.
West
Rep
Waiting on utility relocations
On Going
All
Ramps / Maintenance
Various
Locations
Any
Rep
Maintenance repairs
Under way
2
Dickson St.
Arkansas Ave.
College Ave.
Both
Rep
Right of way accquired. Work will resume upon completion of Spring St. ramps.
Under way
2
Spring St. (Phase 1)
West Ave.
Church Ave.
Both
Rep
Spring St. at School Ave. complete. Spring St. at East Ave. under way.
Upcomming
1
Hollywood Ave.
MLK Jr. Blvd.
Parnell Dr.
West
New
First draft of design complete. Ordering materials.
Pending
2
Mountain St.
West Ave.
School Ave.
South
Rep
Schedule after Dickson St. repairs completed
Pending
3
College Ave.
Sunbridge Dr.
Township St.
East
Rep
Install pedestrian crossing with access ramps
Pending
3
Old Missouri Rd.
Frazier Terrace
Stearns St.
West
New
lComplete sidewalk connection
Pending
4
Salem Rd.
I Clearwood Dr.
JMt. Comfort Rd.
West
New
lComplete sidewalk connection. Engineering working on design/right of way.
Pending
1
Happy Hollow Rd.
lAcacia Crossing
I Fourth St.
West
New
Design pending
Pending
2
Lewis Ave.
I Deane St.
lWedington Dr.
West
New
IDesign pending
Pending
2
Leverett Ave.
I Sycamore St.
I Hazel St.
West
Rep
IDesign complete, working on right of way. Bid pending.
Maintenance Repairs (Completed to date 2022)
Amber Dr.
Old Wire Rd.
Cypress Lane
South
Rep
Replace deteriorated sidewalk, repair drop inlet
Cambridge Rd.
Revere PI.
Victoria Ln.
South
Rep
Replace deteriorated sidewalk
Candleshoe Dr.
Madison Dr.
Arapaho Dr.
East
Rep
Replace deteriorated sidewalk
Fletcher Ave.
Lafayette St.
Dickson St.
East
New
Construct drop inlet
Fredricksburg Cir
Charleston Crossing
Cul-de-sac
North
Rep
Replace deteriorated sidewalk
Hartford Dr.
Chadwick Dr.
Madison Dr.
West
Rep
Grind trip hazards
Homespun Dr.
Tumbleweed Dr.
Broyles Ave.
West
Rep
Added 4 ea. 8 foot extensions to drain boxes (2)
Lewis Ave.
Nettleship St.
Maine St.
West
New
Install trench grate
Limestone Dr.
Crestline PI.
Pebblestone Dr.
East
New
Fill gap between existing sidewalks
Loxley Ave.
Oakcliff St.
Oaks Manor Dr.
West
Rep
Replace deteriorated curb and gutter
One Mile Rd
Old Farmington Rd.
MILK Jr. Blvd.
East
New
Concrete for truck/bus turning radius
Serviceberry Ln.
Alberta St.
Holland Dr.
East
Rep
Grind trip hazards
Square (Block Ave.)
Center St.
Mountain St.
East
Rep
Replace deteriorated sidewalk and steps to Old Post Office
Stardust Ln.
Whippoorwill Ln.
Cul-de-sac
North
Rep
Grind trip hazards
Proposed 2023 - 2025 Sidewalk Projects
Sidewalk
Ward Street From To Placement Type Length
2
Center St.
Gregg Ave.
School Ave.
Both
IRep
Replace deteriorated sidewalk
2
Cleveland St.
Leverett Ave.
Whitham Ave.
North
New
Fill gaps
2
Lindell Ave.
Douglas St.
Maple St.
East
Rep
Replace deteriorated sidewalk
2
Lindell Ave.
Hughes St.
Cleveland St.
West
Gap
Fill gaps
2
Oakland Ave.
Cleveland St.
Existing sidewalk
West
New
Fill gaps
2
Reagan St.
Arkansas Ave.
Gregg Ave.
South
Rep
Replace deteriorated sidewalk
2
Rebecca St.
College Ave.
Mission Blvd.
North
New
New construction to complete connection between College Ave. and Mission Blvd.
2
School Ave.
Spring St.
Center St.
West
Rep
Replace deteriorated sidewalk
2
Spring St. (Phase 2)
Church Ave.
College Ave.
Both
Rep
Improve access ramps
2
Watson St.
Campbell Ave.
Thompson Ave.
South
Rep
Replace deteriorated sidewalk
3
Mission Blvd.
Winwood Dr.
Libby Ln.
North
New
Fill gaps
3
Mission Blvd.
I Libby Ln.
Lisa Ln.
North
New
Fill gaps
4
Salem Rd.
Fairfax St.
Wedmgton Dr.
Both
Rep
Install missing access ramps
2022 Overlay Projects
COMPLETED
Street
To
From
Length (ft)
Old Wire Rd.
Skillern Rd.
City Limits
2472
Old Wire Rd.
Oak Bailey Dr.
Crossover Rd.
1452
Mount Comfort Rd.
Garland Ave.
Addington Ave.
1005
Drake
Garland Ave.
McConnell Ave.
854
McConnell Ave.
Knapps St.
Drake St.
2640
Porter Rd.
Wedington Dr.
Deane St.
2986
West Ave.
Center St.
South St.
1217
Double Springs Rd.
Wedington Dr.
Dot Tippton Rd.
4326
Mekeig Ct.
Warwick Dr.
Cul de sac
190
Shiloh
Gregg St.
Steele Blvd.
1350
Lincoln Ave.
Maple St.
Louise St.
632
Government Ave.
Dead End
MLK
540
Gregg Ave.
Prairie St.
MILK
460