HomeMy WebLinkAboutSUB202000082 Study 2021-01-11r,
RAMEY KEMP ASSOCIATES
Moving olwald.
EUSTIS AVENUE
Albemarle County, VA
ITE TriD Generation — Weekdav —10" Edition
1804 217 E560
4343 Cox Road
Glen Alen. VA 23000
Weekday
Land Use
Daily Traffic
Daily
AM Peak Hour
PM Peak Hour
(ITE Land Use Code)
Size
(vph)
(vph)
Enter
Exit
Enter
Exit
Enter
Exit
Single Family Housing —
Detached
252 homes
1,217
1,217
46
140
157
92
(210)
Multifamily Housing
(Low -Rise)
202 units
743
743
21
72
71
42
(220)
Multifamily Housing
(Mid -Rise)
200 units
544
544
19
53
54
34
(221)
Total
654 units
2,504
2,504
86
265
282
168
I -A
Olt, AA
AVA
EUSTIS AVENUE j -t r
q i
ARCHER AVENUE
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EUSTIS AVENUE
April 16, 2020
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to ,warn.
EUSTIS AVENUE AT ARCHER AVENUE
SOUTHBOUND LEFT - TURN LANE ONTO EUSTIS
AVENUE FROM ARCHER AVENUE
WARRANT FOR LEFT -TURN STORAGE LANES ON TWO-LANE HIGHWAY
800
d700
w
600
7.
500
O
Ur
400
Z_
b
O
300
a
p
200
144 0
>
100
= 700
0_
W 600
J 500
O
> 400
C0
Z
U) 300
0
0- 200
O
0
> 100
200 400 600 800 1000
101 VA ADVANCING VOLUME (VPH)
FIGURE 3-7
■■■■■■■11■■■■■■■■\■■\\■■\■■\■■■ ■
■■■■■■■\1■■■■■■■■U■■■\■■�\■\■■■ _ ■
■■■■■■■■■■■■■■■■■\■■\7■\\■\\■■th ■
..................�..........L = 20%
No Left -Turn
Lane Reauh
1 200 400 600 800 1000
VA ADVANCING VOLUME (VPH)
FIGURE 3-8
F-62
AM Peak
EUSTIS AVENUE AT ARCHER AVENUE
SOUTHBOUND LEFT - TURN LANE F-63
ONTO EUSTIS AVENUE FROM
ARCHER AVENUE
WARRANT FOR LEFT -TURN STORAGE LANES ON TWO-LANE HIGHWAY
800
d 700
w 600
JO 500
(7 400
Z
U)
O 300
a
a
201 O 200
0
100
d 700
w 600
500
O
C7 400
Z
C) 300
a
a
O 200
0
> 100
200 400 600 800 1000
196 VA ADVANCING VOLUME (VPH)
IA[Cluj :70sl7
200 400 600 800 1000
VA ADVANCING VOLUME (VPH)
191411:14pst7
e
� N
o (4%) 5%
�► (6%)
u
12.5%� � �►
Wn rn o
Site Drive 4
(17%)
Rio Mills 0.5% t
F�
Road 0.5% ► e G
7 M
Site Drive 1
20%
17%
Site Drive 2
0.5%
f (20%)
I
Ashwood Blvd
Proposed
Site
Site Drive 3
o W
o
#- 0.5%
I-►
f 0.5%
17%
Polo Grounds
(0.5%)
Road
al v-/OI
LEGEND
U.S. 29
(Seminole Trail) X (Y)
Entering (Exiting) Trip Distribution
xxi
Regional Trip Distribution
Right -In / Right -Out
ORANSPORTATION
R A M E Y K E M P Site Trip Distribution
Brookhill Neighborhood option B
ASSOCIATES Albemarle County, Virginia
ENGINEERS
Scale: Not to Scale Figure 8
26
0
N �o 30 (27)
(► 46 (41)
C T
a rn
V1 �
rn
C
129 (116)
T
,It SID
M N
M
3N
n a
4 (3)
rVi c�
.4-4(3)
1 502 (450)
c- 25 (42)
(105) 61 F►
�p Go
!` M
GO 7
�O M
Site Drive 4
Site Drive 1
Ashwood Blvd
.___________________________I
I
I
I
Proposed
I
Site
I
I
I
Site Drive 2
0
Go a„
m a �2(4)
f 152 (136)
Rio Mills (4) 2
(168) 98
Road (5) 3 N
(143) 83
o� N
�o 0
M M
U.S. 29
(Seminole Trail)
_RAMEY KEMP
ASSOCIATES
T PFNSPOPTHTION ENGINEERS
Site Drive 3
N
3 (4)
� L►
.- 2 (4)
(143)83 Polo Grounds
(4) 4 Road
LEGEND
X (Y) AM (PM) Peak Hour Traffic Volumes
Site Trip Assignment
Brookhill Neighborhood option B
Albemarle County, Virginia
Scale: Not to Scale I Figure 12
30
O
00
°�^ 86 (98)
N �
r 512(209)
11
U
Rio Mills
Road (5) 2
(10)4--m-
(22) 37 1
f 522 (239)
25 (42)
(431) 130— w- (�
(105) 61
O
!` M
v
� v
Site Drive 4
ri
Ashwood
Blvd
1
I
1
I
1
I
129 (116)
1
Proposed 'I
Site
�—
Site Drivel
T
1
1
I
1
I
0 00
1
� M
O �
N7 M
00
N
Site Drive 2
Site Drive 3
O
30 (38) NM
.4-3(3)
m 2 (4)
696 (553) f) f 374 (274)
I
U.S. 29
(Seminole Trail)
RAMEY KEMP
ASSOCIATES
TRANSPORTATION ENGINEERS
(168) 98
(440) 150�
N ?�
a �3(4)
.4-- 224 (142)
Polo Grounds
(143) 83 Road
(301) 71
LEGEND
X (Y) AM (PM) Peak Hour Traffic Volumes
Brookhill Neighborhood
Albemarle County, Virginia
Build (2024) Peak Hour
Traffic Volumes
Option B
Scale: Not to Scale Figure 16
35