HomeMy WebLinkAbout2023-02-14 - Agendas - FinalCITY OF
FAYETTEVILLE
\.� ARKANSAS
MEETING AGENDA
City Council Transportation Committee
Tuesday, February 14, 2023
5:30 pm or Immediately Following the Equipment Committee
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
https://us06web.zoom.us/webinar/register/WN 2GmMTNIdT uxDDQhtrwZwQ
Members: Sarah Bunch, Sonia Harvey; Holly Hertzberg; Sarah Moore
City Staff: Chris Brown, Public Works Director/City Engineer; Terry Gulley, Asst. PW Director
for Operations/Transportation Services Director
Agenda:
1. New Business:
A. HIGHWAY 71 B CORRIDOR — Presentation of art concepts.
B. PLAINVIEW EXTENSION PROJECT — Project presentation and update.
C. 5 YEAR TRAIL PLAN — Review of the proposed 2023-2028 Trail Construction Plan.
D. LAKE SEQUOYAH DR. TRAFFIC CALMING — Review of a traffic calming proposal for
Lake Sequoyah Drive. (Staff requests a recommendation from the Committee for on
this item.)
2. Adjourn
Mailing Address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
CITY OF
--� FAYETTEVILLE
ARKANSAS
TO: City Council Transportation Committee
THRU: Matt Mihalevich, Active Transportation Manager
FROM: Active Transportation Advisory Committee (ATAC)
DATE: February 9th 2023
SUBJECT: 2023-2028 Trail Construction Plan
STAFF MEMO
RECOMMENDATION:
The Fayetteville Active Transportation Advisory Committee (ATAC) recommends approval of
the 2023-2028 shared -use paved trail construction plan.
BACKGROUND:
During the January 1111, 2023 meeting, the ATAC unanimously supported the attached 2023-
2028 shared -use paved trail construction plan.
DISCUSSION:
At the end of each year, the ATAC reviews the trail construction priority plan for the next 5-
years. This process involves several meetings with public input and prioritization of trail
construction using the scoring matrix developed as part of the Fayetteville Mobility Plan.
Attachments:
2023-2028 Trail Construction Plan List
2023-2028 Trail Construction Map
Mailing Address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
CITY OF
FAYETTEVILLE
ARKANSAS
2023 1' ` A - L°23
1 /17/2023
2023 - 2028 Proposed Shared -Use Paved Trail Construction Projects
Prioritization
Score* Funding Rank Ward Feet Miles
Mission Blvd. Trail (Trail Crew)
Viewpoint to Maple St. (Start)
47.6
Trail CIP
7
3
4,500
0.85
Highway 112 (North) (ARDOT)
Truckers Drive to Howard Nickell
NIA
ARDOT & Grants
NIA
4
8,323
1.58
Includes Clabber Creek Connection
Garland Avenue (Contractor) (ARDOT)
Melmar to Drake St.
NIA
Trans. Bond CIP &
NIA
2
4,707
0.89
ARDOT
Midtown Trail
1-49 to Woodland (Crossland Heavy)
51.1
Trails &Trans. Bond +
3
2
11,807
2.24
Deane/SycamorelPoplar
Grant
Upper Ramble - Civic Plaza Reroute
Center Street to Dickson Street (Nabholtz)
NIA
Ph 2 Trail Bond
NIA
2
2,198
0.42
m-nouse tonstrumea: U.aa Year Total 5.97
2024
Mission Blvd. Trail (Trail Crew)
Viewpoint to Maple St. (Finish)
47.6
Trail CIP
8
3
3,500
0.66
Old Farmington Trail (Gap connection)
Dinsmore Trail to Old Farmington
52.6
Trail CIP
2
1
986
0.19
(Power Easement)
Alberta Trail Segments (Fill In Project)
Walnut Crossing (Shovel Ready)
33.8
Trail CIP
21
1
1,335
0.25
Drake Trail Extension to Gordon Long
Gordon Long Park to College Ave. (Includes a
47.8
TAP Grant
6
3
1,157
0.22
(Contractor)
bridge over Scull Creek)
Tsa La GI Trail (Hwy 62 MLK & 1-49) ARDOT
Best Way to Lefler Ln. & Shiloh Trail from 15th
54.2
ARDOT, Ph 2 Trail
1
1
1,550
0.29
Project
Street and over
Bond + Grants
m-nouse t-onstructea: 1.1u Year I otal 1.ti2
2025
Hamestring Creek Trail
Salem Rd. to Rupple Rd. (1 Bridge)
42.1
Trail CIP
12
4
2,338
0.44
Skillern Rd. (Sidepath South Side)
Crossover Rd. to Charleston Crossing
34.8
Trail CIP
22
3
1,590
0.30
Clabber Creek Trail
Truckers Drive to Highway 112
46.8
Trail CIP Developer?
9
4
1,650
0.31
Old Wire/Old Missouri Trail
Gulley Park to Rolling Hills (Includes Hilldale
Connection & Crosswalk)
484
Trail CIP
5
3
2,696
0.51
in-nouse t.onsirucieu. jar Year Iota) 1.5/
2026
Hwy 62 (MLK Jr. Blvd.)
Lefler Ln. to Rupple Road
52.6
Trail CIP
2
1
3,552
0.67
Shiloh Trail (Moore Ln. to Wedington)
ARDOT Permit & Bridge over Hamestring
49.7
Trail Bond & CIP
4
4
2,739
0.52
Watching for Development to occur
Shiloh Trail (Wedington to MLK) & Old
ARDOT Permit Waiting on MLK Work
49.7
Trail Bond & CIP
4
4
4,582
0.87
Farmington to Centennial Park
Watching for Development to occur
m-nouse comnrumeo: 1.aa Year Total 1.54
2027
Owl Creek Trail
Shiloh Trail to Broyles Road Connection
43.7
Trail CIP
13
4
5,247
0.99
to Boys & Girls Club
St. Paul Trail
Razorback Gwy. to St. Paul Trail
44.6
Trail Bond & CIP
11
1
6,237
1.18
Rolling Hills Improvements (Contractor)
Old Missouri to Fiesta Square
37.8
Transportation Bond
21
3
5,411
1.02
in-nouse uonstructea: 2.16 Year Total 3.20
2028
Morningside Trail (Park Meadows)
Town Branch to Huntsville Road
32.7
Trail CIP
25
1
5,194
0.98
Markham Hill Trail Connector
Razorback Road to Cross Ave.
41.3
Trail CIP
17
4
1,500
0.28
St. Paul Trail (Existing Trail Upgrade)
Momingside to Armstrong
44.6
Trail Bond & CIP
11
1
4,227
0.80
St. Paul Trail (Contractor Section)
Armstrong to Dead House Mtn.
40.4
Trail Bond
11
1
5,842
1.11
m-nouse comnrumeo: 1- Year Total 3.17
5 Year Total 92,868 17.59
Notes:
In -House Trail Crew Build Bond Project
*Trail development of approximately 2 miles per year is based on continued CIP, Bond and Grant funding
*Prioritization Score reflects weighting established by ATAC - Maximum score if 54.2
Ward 1 Total
Ward 2 Total
Ward 3Total
Ward 4Total
27,937
5.29
18,712
3.54
18,854
3.57
26,379
5.00
91,882 17.40
Year 2023-2028 Trail Construction Plan 1
Note: Planned trail projects are based
on continued CIP at current
levels, 2019 bond program and ALLEY R°
grant funding.
roved
3 0.0—� — _ Y Hwy 112 Trail
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2023 Planned Trail Projects
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2025 Planned Trail Projects
2026 Planned Trail Projects
2027 Planned Trail Projects
2028 Planned Trail Projects
Existing Shared -Use Paved Trail
• • • • • • • Future Shared -Use Paved Trails
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SpeedStatHour-223 Page 1
MetroCount Traffic Executive
Speed Statistics by Hour
SpeedStatHour-223 -- 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:
[Lake Seq Rd] Speed/Volume
2 - East bound, A trigger first. Lane: 2
10:58 Monday, December 5, 2022 => 10:12 Thursday, December 8, 2022,
Lake Seq Rd 0 2022-12-08 1012.EC2 (Plus )
DD924YAC MC56-1-5 [MC55] (c)Microcom 19Oct04
Factory default axle (v5.07)
Axle sensors - Paired (Class/Speed/Count)
11:00 Monday, December 5, 2022 => 11:00 Tuesday, December 6, 2022 (1)
1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13
6-99mph.
North, East, South, West (bound), P = East, 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 = 471 / 499 (94.39%)
SpeedStatHour-223 Page 2
SpeedStatHour-223
Site:
Description:
Filter time:
Scheme:
Filter:
Speed Statistics by Hour
Lake Seq Rd.2.0E
Speed/Volume
11:00 Monday, December 5, 2022 => 11:00 Tuesday, December 6, 2022
Vehicle classification (Scheme F3)
Cls(1-13) Dir(NESW) Sp(6,99) Headway(>0) Span(0 - 328.084) Lane(0-16)
Vehicles = 471
Posted speed limit = 37 mph, Exceeding = 90 (19.11 %), Mean Exceeding = 40.80 mph
Maximum = 68.0 mph, Minimum = 12.3 mph, Mean = 32.3 mph
85% Speed = 37.92 mph, 95% Speed = 41.92 mph, Median = 32.10 mph
12 mph Pace = 25 - 38, Number in Pace = 360 (76.43%)
Variance = 34.11, Standard Deviation = 5.84 mph
Hour Bins
Time I Bin I Min I Max I Mean I Median 1 85% 1 95%
0000 1
1
0.212% 1
32.0 1
32.0 1
32.0 1
32.0
1 32.0 1
32.0
0100 1
1
0.212% 1
31.1 1
31.1 1
31.1 1
31.1
1 31.1 1
31.1
0200 1
0
0.000% 1
0.0 1
0.0 1
0.0 1
0.0
1 0.0 1
0.0
0300 1
2
0.425% 1
26.4 1
39.2 1
32.8 1
32.8
1 39.2 1
39.2
0400 1
3
0.637% 1
35.9 1
43.1 1
38.8 1
37.4
1 43.1 1
43.1
0500 1
3
0.637% 1
30.3 1
68.0 1
45.2 1
37.4
1 68.0 1
68.0
0600 1
0
0.000% 1
0.0 1
0.0 1
0.0 1
0.0
1 0.0 1
0.0
0700 1
0
0.000% 1
0.0 1
0.0 1
0.0 1
0.0
1 0.0 1
0.0
0800 1
0
0.000% 1
0.0 1
0.0 1
0.0 1
0.0
1 0.0 1
0.0
0900 1
0
0.000% 1
0.0 1
0.0 1
0.0 1
0.0
1 0.0 1
0.0
1000 1
0
0.000% 1
0.0 1
0.0 1
0.0 1
0.0
1 0.0 1
0.0
1100 1
37
7.856% 1
15.1 1
45.5 1
31.1 1
32.3
1 38.0 1
42.6
1200 1
51
10.83% 1
25.2 1
46.9 1
33.2 1
32.9
1 37.5 1
41.6
1300 1
72
15.29% 1
15.4 1
46.7 1
33.8 1
33.4
1 39.5 1
42.8
1400 1
40
8.493% 1
22.5 1
51.5 1
32.7 1
31.7
1 40.2 1
46.8
1500 1
42
8.917% 1
12.3 1
45.1 1
31.2 1
30.8
1 38.1 1
43.6
1600 1
69
14.65% 1
19.7 1
42.9 1
32.2 1
31.0
1 37.9 1
41.8
1700 1
56
11.89% 1
19.4 1
48.3 1
30.6 1
29.4
1 37.1 1
44.6
1800 1
34
7.219% 1
22.5 1
42.5 1
31.1 1
30.1
1 37.0 1
40.7
1900 1
26
5.520% 1
23.7 1
46.5 1
32.7 1
32.7
1 38.8 1
44.6
2000 1
14
2.972% 1
21.2 1
40.9 1
32.1 1
32.8
1 37.0 1
40.9
2100 1
12
2.548% 1
24.8 1
43.1 1
31.5 1
32.0
1 34.5 1
43.1
2200 1
6
1.274% 1
23.9 1
35.0 1
31.6 1
32.8
1 34.9 1
35.0
2300 1
2
0.425% 1
31.6 1
35.5 1
33.5 1
33.5
1 35.5 1
35.5
---- 1
471
100.0% 1
12.3 1
68.0 1
32.3 1
32.1
1 37.9 1
41.9 1
>PSL
37 mph
0 0.000%
0 0.000%
0
1 50.00%
2 66.67%
2 66.67%
0 -o
0 -o
0 -o
0 -o
0
7 18.92%
8 15.69%
21 29.17%
7 17.50%
7 16.67%
14 20.29%
8 14.29%
6 17.65%
4 15.38%
2 14.29%
1 8.333%
0 0.000%
0 0.000%
90 19.11%