HomeMy WebLinkAboutZMA201600016 Study 2016-12-08PRPc
Traffic • Transportation • Stormwater • Civil
TRAFFIC IMPACT STUDY
WOOLEN MILLS
Charlottesville, VA
Prepared for:
Brian H Roy
BR Real Estate Development & Management
PO Box 1099
Charlottesville, VA 22902
By:
Jeanie Alexander, P.E.
EPR, P.C.
637 Berkmar Circle
Charlottesville, Virginia 22901
November 2016
EPRP(- EPR, P.C. "ENGINEERING & PLANNING RESOURCES"
637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901
Executive Summary
This report provides a summary of the traffic impact analysis for the Woolen Mills Site located at
the end of East Market Street (Alb Co parcel 07800-00-00-021130) in support of the rezoning
package (Figure 1). It is anticipated that the project will consist of a single phase (Figure 2).
While preserving the historic Woolen Mills buildings, the proposed land use includes:
apartments, a brewery, a restaurant, office space, and live/work space. The live/work space
concept is unique to the area and features loft style apartments that can double as office space
for the tenant. The trip generation for the site is shown in the table below. (The assumptions
the report and analyses are based on are outlined in the VDOT scoping form in Appendix A.)
Site Trip Generation
item
LU
unit qty
daily
in
AM
out
total
in
PM
out
total
apartments
220
du 100
730
11
42
53
47
26
73
light industrial (brewery)
110
ksf 40
197
34
3
37
5
34
39
high turnover sitdown restaurant
932
ksf 10.673
1357
0
0
0
63
42
105
general office
710
ksf 16.519
182
23
3
26
4
21
25
totals
internal capture
total new external trips
2466
109
2356
68
2
66
47
115
119
122
241
6
8 7
4
11
41
107 112
118
230
The primary access to the site will be via Broadway Street with some traffic using East Market
Street. The site trip distribution agreed upon by VDOT staff is shown in Figure 7.
Included within this study are analyses of existing conditions, future no build conditions, and
future build conditions for the years 2018 and 2024 at the following intersections: Broadway
Street and Franklin Street, Franklin Street and East Market Street, Carlton Avenue and Carlton
Road, Broadway Street and proposed driveway, and Meade Avenue and East Market Street.
The analyses indicate that the Woolen Mills site traffic can be accommodated with no
improvements to the study area intersections. Unrelated to the Woolen Mills project, the
following left turn lanes should be extended to improve traffic operations today:
• East Market Street at Meade Avenue: eastbound, westbound, and northbound, and
• Carlton Avenue at Carlton Road: southbound.
It appears that these turn lanes can be extended with markings and no physical changes would
be needed. However, removal of a few on -street parking spaces may be necessary.
It should be noted that while the proposed use for the site generates more traffic than the by -
right use, the traffic impacts are actually less. This is because the proposed site layout uses
Broadway Street as the primary site access and East Market Street will only carry 15% of the site
traffic. The by -right use would focus 100% of the site traffic on East Market and it would have a
much higher percentage of trucks.
EPRP(- EPR, P.C. "ENGINEERING & PLANNING RESOURCES"
637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901
Table of Contents
Executive Summary ................................................
Introduction............................................................
Existing Conditions .................................................
Existing Land Use ............................................
Existing Transportation Network ....................
Existing Traffic Volumes ..................................
Existing Peak Hour Traffic Operations ............
Future 2018 and 2024 No Build Conditions ...........
Future Land Use ..............................................
Future Transportation Network .....................
Future No Build Traffic Volumes .....................
Future No Build Peak Hour Traffic Operations
Future 2018 and 2024 Build Conditions .................
Site Trip Generation ........................................
Site Trip Distribution and Assignment............
Future Build Traffic Volumes ..........................
Future Build Traffic Operations ......................
Conclusions and Recommendations ......................
List of Tables
1 Existing Conditions Levels of Service, Delay, and Queues
2 2018 No Build Conditions Levels of Service, Delay, and Queues
3 2024 No Build Conditions Levels of Service, Delay, and Queues
4 Site Trip Generation
5 By -Right Trip Generation
6 2018 Build Conditions Levels of Service, Delay, and Queues
7 2024 Build Conditions Levels of Service, Delay, and Queues
List of Figures
1
Site Location
2
Conceptual Plan
3
Study Intersections
4
Existing Traffic Volumes
5
2018 No Build Traffic Volumes
6
2024 No Build Traffic Volumes
7
Site Trip Distribution
8
Site Trip Assignment
9
2018 Build Traffic Volumes
10
2024 Build Traffic Volumes
Appendices
A VDOT Scoping Form
B Traffic Counts
C Existing Synchro Printouts
D Existing SimTraffic Printouts
E 2018 No Build Synchro Printouts
F 2018 No Build SimTraffic Printouts
G 2024 No Build Synchro Printouts
H 2024 No Build SimTraffic Printouts
I Rezoning Use Table
J 2018 Build Synchro Printouts
K 2018 Build SimTraffic Printouts
L 2024 Build Synchro Printouts
M 2024 Build SimTraffic Printouts
.i
1
2
2
2
3
3
4
4
4
4
4
S
S
6
6
6
8
EPRPc EPR, P.C. "ENGINEERING & PLANNING RESOURCES"
637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901
Introduction
This report provides a summary of the traffic impact analysis for the Woolen Mills Site in
support of the rezoning package. The site is comprised of Albemarle County parcel 07800-00-
00-021130, located at the eastern end of East Market Street along the Rivanna River as shown in
Figure 1. It is anticipated that the project will consist of a single phase illustrated in Figure 2.
While preserving the historic Woolen Mills buildings, the proposed land use includes: 100
apartments, a 40,000 square foot brewery, a 10,673 square foot restaurant, 7,232 square feet of
office space, and 18,574 square feet of live/work space. The live/work space concept is unique
to the area. The concept features loft style apartments that can double as office space for the
tenant.
The primary access to the site will be via Broadway Street with some traffic using East Market
Street.
Included within this study are analyses of existing conditions, future no build conditions, and
future build conditions for the years 2018 and 2024. The intersections analyzed are shown in
Figure 3 and listed below:
• Broadway Street and Franklin Street,
• Franklin Street and East Market Street,
• Carlton Avenue and Carlton Road,
• Broadway Street and proposed driveway, and
• Meade Avenue and East Market Street.
All of the assumptions the report and analyses are based on are outlined in the VDOT scoping
form contained in Appendix A.
1
EPRPc EPR, P.C. "ENGINEERING & PLANNING RESOURCES"
637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901
Existing Conditions
Existing Land Use
Located in Albemarle County, previously the site was home to the Woolen Mills, however,
currently the site itself has no existing development. The land uses adjacent to the site are
residential and industrial (Rivanna Water and Sewer). The site is bounded on the west by the
Woolen Mills neighborhood of the City of Charlottesville. To the north and east the site is
constrained by the Rivanna River and to the south there are primarily industrial uses, including
Rivanna Water and Sewer.
The parcels on which the proposed development will be located are currently zoned LI (Light
Industrial). The requested zoning action is for rezoning to C-1 (Commercial). The proposed
development is consistent with the Comprehensive Plan for Albemarle County.
Existing Transportation Network
All of the study roadways provide two lanes, have posted speed limits of 25 mph, provide
inconsistent sidewalks, and some on -street parking. Noteworthy features of these roadways are
discussed below.
• East Market Street provides east -west access between the Woolen Mills neighborhood
and Downtown Charlottesville. East of Riverside Avenue a 15 mph warning sign is
posted where the road narrows to less than 14 feet.
• Broadway Street provides east -west access between the intersection of Franklin
Street/Carlton Avenue and the light industrial area along it.
• Franklin Street connects Nassau Street to East Market Street. North of Broadway Street,
Franklin Street narrows to a single lane under the railroad tracks.
• Carlton Avenue provides an east -west connection between the industrial area to the
east and residential areas west.
• Carlton Road becomes Meade Avenue near the at -grade railroad crossing. Both travel in
a generally north -south direction.
Below is a summary of the traffic control at the study intersections shown previously in Figure 3.
• East Market Street at Meade Avenue is controlled by a traffic signal with separate left
turn lanes and shared through/right turn lanes provided on each approach.
• East Market Street at Franklin Street is a "T" intersection controlled by a stop sign on
the Franklin Street approach with single lanes provided on all approaches.
• Carlton Avenue at Carlton Road is controlled by a traffic signal. With the exception of
the eastbound approach, all of the approaches provide a separate left turn lane and a
shared through/right turn lane. The eastbound approach provides a single lane for all
movements.
• Franklin Street at its intersection with Carlton Avenue and Broadway Street is controlled
with stop signs and a single lane on all four approaches.
2
EPRPc EPR, P.C. "ENGINEERING & PLANNING RESOURCES"
637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901
Existing Traffic Volumes
Traffic counts were conducted on key roadways and at the study intersections. All of the counts
were conducted on typical weekdays (Tuesday, Wednesday, or Thursday) in October 2016,
when schools were in session and no significant weather events occurred and are provided in
Appendix B.
The 48-hour traffic counts conducted on Broadway Street east of Franklin Street and on East
Market Street east of Franklin Street indicate that the two-way traffic volumes on these
roadways are minimal, both locations carry fewer than 900 vehicles per day. Approximately
730 vehicles travel on Broadway Street, evenly split eastbound and westbound. On East Market
Street the daily volumes are slightly higher with approximately 850 vehicles per day using the
roadway.
Intersection turning movement counts were conducted on a typical weekday from 7-9 AM and
4-6 PM. The existing traffic volumes are shown in Figure 4 and the turning movement count
sheets are provided in Appendix B.
Existing Peak Hour Traffic Operations
The study intersections were analyzed in Synchro/SimTraffic (version 9) in accordance with the
procedures stated in the 2010 Highway Capacity Manual, and then simulated in SimTraffic 9 to
identify the existing levels of service, delay by movement, and queuing. The analysis results
were reported from the Synchro/SimTraffic reports (see Appendix C and Appendix D), and are
compiled in Table 1 located at the end of the report text.
As shown in Table 1, all of the study area intersections and individual movements operate at
LOS C or better during both the morning and afternoon peak periods. At both of the signalized
intersections, the queues currently extend beyond the provided storage lanes. This occurs on
the eastbound, westbound and northbound left turn movements at East Market and Meade
Avenue and the southbound left turn movement at Carlton Road and Carlton Avenue. It should
be noted that all of these turn lanes are currently less than 100 feet.
3
EPRPc
EPR, P.C. `ENGINEERING & PLANNING RESOURCES"
637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901
Future 2018 and 2024 No Build Conditions
Future Land Use
Knowing that the City of Charlottesville is largely built out and that the study area is constrained
to the east by the Rivanna River, minimal growth is expected in the study area. This growth is
accounted for with a background growth rate of 0.5% per year, consistent with VDOT scoping
form assumptions. No additional developments were identified in the immediate study area for
consideration in the analysis.
Future Transportation Network
There are currently no committed projects from either VDOT or the private sector that would
affect the study area in 2018 or 2024.
Future No Build Traffic Volumes
The future 2018 and 2024 traffic volumes resulting from the background growth are shown in
Figure 5 and Figure 6, respectively.
Future No Build Peak Hour Traffic Operations
The study intersections were analyzed in Synch ro/SimTraffic (version 9) to identify the future no
build levels of service, delay by movement, and queuing and are shown in Tables 2 and 3
located at the end of the report text. (See Appendices E, F, G, and H for the analysis printouts.)
Cycle lengths and phase splits were optimized for the analyses.
Nearly identical to existing conditions, all of the study area intersections are expected to
operate at LOS C or better for both peak periods and most queues are expected to fit within the
provided turn lanes. At both of the signalized intersections the queues are expected to extend
beyond the provided storage lanes. This occurs on the eastbound, westbound and northbound
left turn movements at East Market and Meade Avenue and the southbound left turn
movement at Carlton Road and Carlton Avenue as in existing conditions.
12
EPRPc
EPR, P.C. `ENGINEERING & PLANNING RESOURCES"
637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901
Future 2018 and 2024 Build Conditions
While preserving the historic Woolen Mills buildings, the proposed land use includes: 100
apartments, a 40,000 square foot brewery, a 10,673 square foot restaurant, 7,232 square feet of
office space, and 18,574 square feet of live/work space. The live/work space concept is unique
to the area. The concept features loft style apartments that can double as office space for the
tenant. For trip generation purposes 50% of the square footage of these units (9,287 square
feet) was added to the office space. The table from the rezoning application relating the building
space to the uses is included in Appendix I for clarification.
Access to the site is proposed via Broadway Street and East Market Street. As shown in Figure 2,
there will be not an internal vehicular connection between the parking areas located on each
side of the property. Based on the number of parking spaces provided and their location,
Broadway Street will be the primary access point.
The assumed future land use and transportation network surrounding the site are the same for
the build conditions and no build conditions analyses.
Site Trip Generation
ITE Trip Generation 9t" Edition was used to calculate the future site trips. No pass -by trips were
assumed. However, a 15% reduction in residential trips was taken for internal capture. Table 4
provides a summary of the trip generation for the development. Approximately 2,356 new daily
trips, 107 morning peak period trips, and 230 afternoon peak period trips are estimated for the
development. Note that no trip reductions were taken for walking or biking.
Table 4 Site Trip Generation
item
LU
unit qty
daily
in
AM
out
total
in
PM
out
total
apartments
220
du 100
730
11
42
53
47
26
73
light industrial (brewery)
110
ksf 40
197
34
3
37
5
34
39
high turnover sitdown restaurant
932
ksf 10.673
1357
0
0
0
63
42
105
general office
710
ksf 16.519
182
23
3
26
4
21
25
totals
internal capture
total new external trips
2466
109
2356
68
2
66
47
6
41
115
8
107
119
7
112
122
241
4
11
118
230
For comparison purposes, the trip generation was calculated for the by -right use and is shown in
Table 5 below.
Table 5 By -Right Trip Generation
item
LU
unit
qty
daily
AM
PM
in
out
total
in
out
total
light industrial
110
ksf
100
645
85
7
92
12
85
97
EPRPc EPR, P.C. "ENGINEERING & PLANNING RESOURCES"
637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901
Based on the two tables, the proposed use is expected to generate significantly more traffic
during the afternoon peak period and throughout the day. While the specific number of trips is
not quantifiable, it is worth noting that the percentage of truck traffic would be greater for the
by -right light industrial land use than for the proposed mix of uses.
Site Trip Distribution and Assignment
The proposed site traffic assignment and distribution were developed based on an
understanding of local traffic patterns, the proposed parking configuration, and discussions with
VDOT staff. These assumptions are part of the agreed upon Scoping Form contained in
Appendix A.
As shown in Figure 2 there are two parking areas. The parking area accessed via East Market
Street provides 13% of the total site parking and the area accessed via Broadway Street the
remaining 87%. To simplify the assumptions and provide a more conservative estimate of traffic
volumes on East Market Street, 15% of the site traffic is assumed to access the site via East
Market Street and 85% via Broadway Street.
Beyond the immediate site, the following traffic distribution is assumed and shown in Figure 7.
• 20% to/from the north via Meade Avenue,
• 5% to/from the residential area north of East Market Street,
• 10% to/from the south via Franklin Street,
• 5% to/from the residential area south of Carlton Avenue,
• 25% to/from the south via Carlton Road,
• 15% to/from the west via Carlton Avenue,
• 5% to/from the west via Water Street, and
• 15% to/from the west via East Market Street.
Figure 8 illustrates the resulting traffic assignment through the study area.
Future Build Traffic Volumes
The trips generated by the proposed development, calculated and assigned to the study
intersections as documented above, were added to the no build traffic volumes and are shown
in Figures 9 and 10 for years 2018 and 2024, respectively.
It should be noted that the distribution of traffic for the by -right use varies significantly
compared to the proposed use. Based on the site configuration 100% of the trips would travel
East Market Street compared to only 15% assumed for the proposed use.
Future Build Traffic Operations
The study intersections were analyzed in Synch ro/SimTraffic (version 9) to identify the future
build levels of service, delay by movement, and queuing. Any traffic signals analyzed are
assumed to operate in coordination with one another and the timings and phasing are
optimized to maximize travel capacity, minimize queuing, and minimize delays through the
study area. The results of the analysis with the site traffic are shown in Tables 6 and 7 (located
at the end of the report text). (See Appendices J, K, L, and M for he analysis printouts.)
Z
EPRPc EPR, P.C. "ENGINEERING & PLANNING RESOURCES"
637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901
For both 2018 and 2024 Build conditions the analysis results are nearly identical to all scenarios
analyzed and all intersections continue to operate at LOS C or better overall and for all
movements. The locations previously identified continue to have queues that extend beyond
the provided storage lane lengths. However, the future build conditions queues do not increase
in any location by a full car length when compared to either no build year or existing conditions.
Beyond the typical traffic operations considered (level of service, delay, and queuing), concern
has been raised about emergency response on East Market Street. While East Market narrows
near the site, this condition does not currently prohibit emergency vehicles from accessing the
site and there are no plans to change East Market Street as part of this project. The additional
traffic on East Market Street due to the Woolen Mill project is minimal, 16 trips during the
morning peak and 35 during the afternoon peak and should not make access to the site more
challenging for emergency vehicles. Details related to how emergency vehicles will maneuver in
and out of the site will be addressed in the site plan phase of the project.
7
EPRPc EPR, P.C. "ENGINEERING & PLANNING RESOURCES"
637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901
Conclusions and Recommendations
The traffic associated with the Woolen Mills project will have a minimal impact on the
surrounding transportation network. The preceding analyses indicate that the Woolen Mills site
traffic can be accommodated with no improvements to the study area intersections and that all
of the study area intersections will operate at overall LOS B or better and all movements will
operate at LOS C or better during both future build years analyzed.
Unrelated to the Woolen Mills project, the following improvements are needed and will improve
traffic operations at the study area intersections.
East Market Street at Meade Avenue — Extension of the left turn lanes on the eastbound,
westbound, and northbound approaches is needed to accommodate the existing queues. It
appears that the turn lanes can be extended with markings and no physical changes would
be needed. However, removal of a few on -street parking spaces may be necessary.
Carlton Avenue at Carlton Road — Extension of the southbound left turn lane is needed to
accommodate the existing queues. It also appears that this improvement is possible with
markings only.
It should be noted that while the proposed use for the site generates more traffic than the by -
right use, the traffic impacts are actually less. This is because the proposed site layout uses
Broadway Street as the primary site access and East Market Street will only carry 15% of the site
traffic. The by -right use would focus 100% of the site traffic on East Market and it would have a
much higher percentage of trucks.
EPRpc.
EPR, P.C. "ENGINEERING & PLANNING RESOURCES"
637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901
Table 1 Existing Conditions Levels of Service, Delays, and Queues
Street
Movement
Existing
Storage g
AM
PM
LOS
Delay
Queue
LOS
Delay
Queue
1. East Market Street/Meade Avenue
E Market
EBL
60 B 14.9 90 B
14.8
90
E Market
EBT/EBR
B 15.5 97 B
16.1
142
E Market
WBL.
45 B 15.6 61 B
15.8
60
E Market
WBT/WBR
B 19.2 122 B
18.1
93
Meade
NBL.
90 A 8.9 139 A
9.0
115
Meade
NBT/NBR
B 12.7 238 B
13.3
233
Meade
SBL
110 A 9.4 91 A
9.1
101
Meade
SBT/SBR
B 13.3 168 B
13.2
227
Intersection
B 12.9 B
13.5
2. East Market Street/Franklin Street
E Market
NBL/NBR
A
9.4
59
A
9.6
66
E Market
EBT/EBR
A
0.0
0
A
0.0
0
Franklin
WBL/WBT
A
2.9
25
A
2.8
30
Intersection
A
3.8
A
5.0
3. Carlton Road/Carlton Avenue
Carlton Ave
EBL/EBT/EBR
C 26.7 98 C
24.7
80
Carlton Ave
WBL
65 C 22.0 66 C
21.5
66
Carlton Ave
WBT/WBR
C 21.7 103 B
19.5
109
Carlton Rd
NBL
60 A 7.5 46 A
9.1
31
Carlton Rd
NBT/NBR
B 12.4 288 B
10.7
174
Carlton Rd
SBL
80 A 8.1 101 A
7.6
119
Carlton Rd
SBT/SBR
A 7.5 158 B
11.2
267
Intersection
B 12.3 B
12.5
4. Franklin Street/Carlton Avenue/Broadway Street
Carlton Ave
EBL/EBT/EBR
A
7.9
60 A
8.4 65
Broadway
WBL/WBT/WBR
A
7.3
64 A
8.3 62
Franklin
NBL/NBT/NBR
A
7.4
39 A
8.2 39
Franklin
SBL/SBT/SBR
A
7.6
42 A
8.2 63
Intersection
A
7.5
A
8.3
5. Broadway Street/Site Driveway
Broadway
EBT/EBR
A
0.0 0
A
0.0
0
Broadway
WBL/WBT
A
0.0 0
A
0.0
0
Site
NBL/NBR
A
8.6 18
A
8.7
30
Intersection
A
0.7
A
4.6
EPRpc. EPR, P.C. "ENGINEERING H. PLANNING RESOURCES"
637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901
Table 2 2018 No Build Conditions Levels of Service, Delay, and Queues
Street
Movement
Existing
Storage
AM
PM
LOS
Delay
Queue
LOS
Delay
Queue
1. East Market Street/Meade Avenue
E Market
EBL
60 B 14.9 88 B
14.9
90
E Market
EBT/EBR
B 15.6 84 B
16.2
149
E Market
WBL.
45 B 15.7 66 B
15.9
56
E Market
WBT/WBR
B 19.4 127 B
18.2
99
Meade
NBL.
90 A 8.9 139 A
9.0
108
Meade
NBT/NBR
B 12.7 237 B
13.4
234
Meade
SBL
110 A 9.5 105 A
9.2
107
Meade
SBT/SBR
B 13.3 207 B
13.2
226
Intersection
B 12.9 B
13.6
2. East Market Street/Franklin Street
E Market
NBL/NBR
A
9.4
64
A
9.6
67
E Market
EBT/EBR
A
0.0
0
A
0.0
0
Franklin
WBL/WBT
A
2.9
21
A
2.8
32
Intersection
A
3.8
A
5.1
3. Carlton Road/Carlton Avenue
Carlton Ave
EBL/EBT/EBR
C 26.9 82 C
24.8
94
Carlton Ave
WBL
65 C 22.1 66 C
21.7
65
Carlton Ave
WBT/WBR
C 21.8 97 B
19.6
115
Carlton Rd
NBL
60 A 7.5 37 A
9.1
31
Carlton Rd
NBT/NBR
B 12.5 251 B
10.7
182
Carlton Rd
SBL
80 A 8.1 97 A
7.6
120
Carlton Rd
SBT/SBR
A 7.5 136 B
11.2
263
Intersection
B 12.3 B
12.5
4. Franklin Street/Carlton Avenue/Broadway Street
Carlton Ave
EBL/EBT/EBR
A
7.9
72 A
8.4 67
Broadway
WBL/WBT/WBR
A
7.3
66 A
8.3 58
Franklin
NBL/NBT/NBR
A
7.4
44 A
8.2 37
Franklin
SBL/SBT/SBR
A
7.6
40 A
8.2 68
Intersection
A
7.5
A
8.3
5. Broadway Street/Site Driveway
Broadway
EBT/EBR
A
0.0
0
A
0.0
0
Broadway
WBL/WBT
A
0.0
0
A
0.0
0
Site
NBL/NBR
A
8.6
24
A
8.7
30
Intersection
A
0.7
A
4.6
10
EPRpc. EPR, P.C. "ENGINEERING &PLANNING RESOURCES"
637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901
Table 3 2024 No Build Conditions Levels of Service, Delay, and Queues
Street
Movement
Existing
Storage
AM
PM
LOS
Delay
Queue
LOS
Delay
Queue
1. East Market Street/Meade Avenue
E Market EBL
60
B 15.1 81 B
15.1
93
E Market EBT/EBR
B 15.8 77 B
16.5
139
E Market WBL
45
B 15.8 60 B
16.1
57
E Market WBT/WBR
B 19.6 136 B
18.5
99
Meade NBL
90
A 8.9 139 A
9.1
130
Meade NBT/NBR
B 12.9 250 B
13.7
257
Meade SBL
110
A 9.5 102 A
9.2
105
Meade SBT/SBR
B 13.4 200 B
13.4
k_214
Intersection
B 13.1 B
13.8
2. East Market Street/Franklin Street
E Market
NBL/NBR
A
9.4
64
A
9.7
68
E Market
EBT/EBR
A
0.0
2
A
0.0
0
Franklin
WBL/WBT
A
2.8
25
A
2.7
26
Intersection
A
3.7
A
5.1
3. Carlton Road/Carlton Avenue
Carlton Ave
EBL/EBT/EBR
C 27.6 90 C
25.4
88
Carlton Ave
WBL 65
C 22.6 66 C
22.1
66
Carlton Ave
WBT/WBR
C 22.4 103 C
20.1
118
Carlton Rd
NBL 60
A 7.5 29 A
9.2
31
Carlton Rd
NBT/NBR
B 12.7 257 B
10.8
184
Carlton Rd
SBL 80
A 8.3 101 A
7.6
119
Carlton Rd
SBT/SBR
A 7.5 175 B
11.3
272
Intersection
B 12.5 B
12.7
4. Franklin Street/Carlton Avenue/Broadway Street
Carlton Ave
EBL/EBT/EBR
A
8.0
63 A
8.4 65
Broadway
WBL/WBT/WBR
A
7.3
62 A
8.3 64
Franklin
NBL/NBT/NBR
A
7.4
46 A
8.3 43
Franklin
SBL/SBT/SBR
A
7.6
43 A
8.2 72
Intersection
A
7.6
A
8.3
5. Broadway Street/Site Driveway
Broadway
EBT/EBR
A
0.0
0
A
0.0
0
Broadway
WBL/WBT
A
0.0
0
A
0.0
0
Site
NBL/NBR
A
8.6
15
A
8.7
32
Intersection
A
0.7
A
4.6
11
EPRpc.
EPR, P.C. "ENGINEERING & PLANNING RESOURCES"
637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901
Table 6 2018 Build Conditions Levels of Service, Delay, and Queues
Street
Movement
Existing
Storage
AM
PM
LOS
Delay
Queue
LOS
Delay
Queue
1. East Market Street/Meade Avenue
E Market EBL
60 B 15.0 86 B
15.3
87
E Market EBT/EBR
B 15.8 86 B
16.8
139
E Market WBL
45 B 15.7 64 B
16.3
59
E Market WBT/WBR
B 19.6 138 B
19.1
114
Meade NBL
90 A 9.0 139 A
9.2
115
Meade NBT/NBR
B 13.1 278 B
14.1
265
Meade SBL
110 A 9.5 88 A
9.3
109
Meade SBT/SBR
B 13.5 211 B
13.6
261
Intersection
B 13.1 B
14.1
2. East Market Street/Franklin Street
E Market
NBL/NBR
A
9.6
67
B
10.1
62
E Market
EBT/EBR
A
0.0
0
A
0.0
0
Franklin
WBL/WBT
A
2.4
28
A
1.7
32
Intersection
A
3.6
A
4.6
3. Carlton Road/Carlton Avenue
Carlton Ave
EBL/EBT/EBR C 28.9 101 C
26.9
112
Carlton Ave
WBL 65 C 23.3 68 C
23.4
67
Carlton Ave
WBT/WBR C 22.7 119 C
20.6
152
Carlton Rd
NBL 60 A 7.9 54 A
9.9
65
Carlton Rd
NBT/NBR B 13.4 267 B
12.3
219
Carlton Rd
SBL 80 A 8.7 105 A
8.2
119
Carlton Rd
SBT/SBR A 7.7 179 B
11.9
331
Intersection B 13.5 B
14.0
4. Franklin Street/Carlton Avenue/Broadway Street
Carlton Ave
EBL/EBT/EBR
A
8.2
83 A
8.8
98
Broadway
WBL/WBT/WBR
A
7.6
86 A
9.0
82
Franklin
NBL/NBT/NBR
A
7.5
50 A
8.4
47
Franklin
SBL/SBT/SBR
A
7.8
38 A
8.5
76
Intersection
A
7.8
A
8.7
5. Broadway Street/Site Driveway
Broadway
EBT/EBR
A
0.0
0
A
0.0
0
Broadway
WBL/WBT
A
0.0
0
A
0.0
0
Site
NBL/NBR
A
8.8
36
A
9.4
60
Intersection
A
3.1
A
4.8
12
EPRpc.
EPR, P.C. "ENGINEERING & PLANNING RESOURCES"
637 BERKMAR CIRCLE, CHARLOTTESVILLE, VA 22901
Table 7 2024 Build Conditions Levels of Service, Delay, and Queues
Street
Movement
Existing
Storage
AM
PM
LOS
Delay
Queue
LOS
Delay
Queue
1. East Market Street/Meade Avenue
E Market EBL
60 B 15.2 87 B
15.5 92
E Market EBT/EBR
B 16.0 104 B
17.2 142
E Market WBL
45 B 15.9 66 B
16.5 55
E Market WBT/WBR
B 20.0 128 B
19.4 122
Meade NBL
90 A 9.1 139 A
9.2 132
Meade NBT/NBR
B 13.3 259 B
14.4 261
Meade SBL
110 A 9.5 105 A
9.4 109
Meade SBT/SBR
B 13.6 222 B
13.9 233
Intersection
B 13.3 B
14.4
2. East Market Street/Franklin Street
E Market
NBL/NBR
A
9.6
65
B
10.0
68
E Market
EBT/EBR
A
0.0
0
A
0.0
0
Franklin
WBL/WBT
A
2.3
27
A
1.8
37
Intersection
A
3.5
A
4.6
3. Carlton Road/Carlton Avenue
Carlton Ave
EBL/EBT/EBR C 29.6 93 C
27.7
114
Carlton Ave
WBL 65 C 23.7 68 C
24.0
65
Carlton Ave
WBT/WBR C 23.3 133 C
21.0
162
Carlton Rd
NBL 60 A 7.9 42 A
10.0
54
Carlton Rd
NBT/NBR B 13.9 325 B
12.3
215
Carlton Rd
SBL 80 A 8.8 115 A
8.2
120
Carlton Rd
SBT/SBR A 7.7 186 B
12.0
323
Intersection B 13.8 B
14.2
4. Franklin Street/Carlton Avenue/Broadway Street
Carlton Ave
EBL/EBT/EBR
A
8.2
80 A
8.9
96
Broadway
WBL/WBT/WBR
A
7.6
83 A
9.1
92
Franklin
NBL/NBT/NBR
A
7.5
48 A
8.4
48
Franklin
SBL/SBT/SBR
A
7.8
40 A
8.5
76
Intersection
A
7.8
A
8.8
5. Broadway Street/Site Driveway
Broadway
EBT/EBR
A
0.0
0
A
0.0
0
Broadway
WBL/WBT
A
0.0
0
A
0.0
0
Site
NBL/NBR
A
8.8
39
A
9.4
58
Intersection
A
3.1
A
4.9
13
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5. a,
h ZZ�
Zr At
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Al
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pit
41,
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1
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Figure 2 Conceptual Plan
SITE -PLAN
of
POTENTIAL
KAYAK AREA
\\ EXISTING
1 STONE STRUCTURE
O \
E1i`
•
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• /1
�..
*w
S '*will*
41
,
CIO
�.ILI r
Ir
i
Qf� /PR (�
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ii
/
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Figure 4 Existing Traffic Volumes XX/XX/ AM/PM
Figure 5 2018 No Build Traffic Volumes XX/XX/ AM/PM
Figure 6 2024 No Build Traffic Volumes XX/XX/ AM/PM
Figure 7 Site Trip Distribution
41
1
-*-0
#r-0
5 �
Lo o
0 °'
85
v
N
XX(%)
XX/XX Inbound/Outbound
Meade
�12
0 ~8 X15
E Market 2 E Market
(wI �1 ("r
�8—► r- 00 o 0 0
15� Y
7 10
� � L
LL
' lkl— 20
0 0 X15
2 A) 25
Carlton Ave 3
0 �1
0
0
� Carlton R
•
o
5
1" 140
a
r
*11-10
0 0
44 65
�10
4
Carlton Ave
0
0 0 0
65-----P-
S
0�
Y
LL
-*-0
#r-0
5 �
Lo o
0 °'
85
v
N
XX(%)
XX/XX Inbound/Outbound
Meade
�12
0 ~8 X15
E Market 2 E Market
(wI �1 ("r
�8—► r- 00 o 0 0
15� Y
7 10
� � L
LL
' lkl— 20
0 0 X15
2 A) 25
Carlton Ave 3
0 �1
0
0
� Carlton R
•
o
5
1" 140
a
r
XX/XX AM/PM
Figure 8 Site Trip Assignment XX/XX Inbound/Outbound
Figure 9 2018 Build Traffic Volumes XX/XX/ AM/PM
Figure 10 2024 Build Traffic Volumes XX/XX/ AM/PM