s. joyce street · 2018-11-09 · bus stop fire hydrant legend parking meter sign existing proposed...
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PR
O
P. G
R
A
SS O
R
LA
N
D
SC
A
PE A
R
EA
(T
YP.)
exist. bus stop to
remain in place
PROPOSED BRICK BUS STOP PAD
120' LONG X 12' WIDE
PROP. 8' X 5' BUS
PAD FOR ADA
PCC =
134+
44.08
9
4
9
5
96
1
3
2
133
134
135
136
137
1
3
8
1
3
9
11'
11'
10'
11'
11'
11'
12'
0.5
' SH
Y L
INE (
TYP.)
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2
133
134
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137
1
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12"
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12"
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9422
3"3"
3"
3"
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3"
3"
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D
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EASEMENT FOR
STREET AND
DRAINAGE PURPOSES
D.B. 1949, PG. 141
PUBLIC STREET
EASEMENT
D.B. 1248, PG. 245
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BLIC S
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VNO JAMES HOUSE, LLC
D.B. 4173, PG. 1702
COMMONWEALTH OF VIRGINIA
D.B. 1641 PG. 366
(RESIDUE TRACT NO. 9-PENTAGON ROAD NETWORK)
COMMONWEALTH OF VIRGINIA
D.B. 1641 PG. 366
(RESIDUE TRACT NO.
9-PENTAGON ROAD NETWORK)
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ELEV. = 48.27
End Of Recorded
Limited Access Line
25'
ON
LY
5
.
0
'
HIGH DENSITY CROSSWALK10
'2.0' 2.0'
NOTES:
1. STREET WIDTH MEASUREMENTS ARE FROM FACE OF CURB TO
2. CONTACT DENNIS HOWELL OR HIS DESIGNEE @ 703-228-6598 OR (571) 437-1077 TO APPROVE MARKING LAYOUT 48 HRS. PRIOR TO INSTALLATION OF MARKINGS.
FACE OF CURB. LANES ARE MEASURED FROM CENTER OF MARKING TO CENTER OF MARKING .
7. Left turn arrows are located at beginning of full width turn lane and 25' to 50' back from stop bar.
stop bar should normally be no more than 30' nor less than 4' from the nearest edge of the intersected 5. Stop bars must be a minimum of 4' in advance of a marked crosswalk. If there is no marked crosswalk,
9. Edge lines are required only where shown on the plans.
4. Spacing between double solid yellow lines is 4".3. Pavement line markings shall align properly with those existing on the ends of the project.2. All markings are to be Thermoplastic per Arlington County DES Standards. b.) Arlington County DES Standards. a.) The Manual on Uniform Traffic Control Devices.1. Pavement markings are to be in accordance with the following and any revisions here to:PAVEMENT MARKING NOTES:
8. On-street parking lane is 7' wide (unless otherwise noted) and marked with 4" wide white lines.
6. Crosswalks are 10' wide unless otherwise noted. traveled way.
Begining and end of parking will be marked with an end line perendicular to curb except @ nubs.
10. Sharrows to be placed in center of lane, 250' apart unless otherwise specified.11. Bike Lane symbols to be placed 330' apart.
BIKE SYMBOL DETAIL
BUS STOP
FIRE HYDRANT
LEGEND
PARKING METER
SIGN
EXISTING PROPOSED
A
A
EXISTING STRIPINGPROPOSED STRIPING
STRIPING LEGEND
40"
72"
NOTES:
1. STREET WIDTH MEASUREMENTS ARE FROM FACE OF CURB TO
2. CONTACT DENNIS HOWELL OR HIS DESIGNEE @ 703-228-6598 OR (571) 437-1077 TO APPROVE MARKING LAYOUT 48 HRS. PRIOR TO INSTALLATION OF MARKINGS.
FACE OF CURB. LANES ARE MEASURED FROM CENTER OF MARKING TO CENTER OF MARKING .
NOTES:
1. STREET WIDTH MEASUREMENTS ARE FROM FACE OF CURB TO
2. CONTACT DENNIS HOWELL OR HIS DESIGNEE @ 703-228-6598 OR (571) 437-1077 TO APPROVE MARKING LAYOUT 48 HRS. PRIOR TO INSTALLATION OF MARKINGS.
FACE OF CURB. LANES ARE MEASURED FROM CENTER OF MARKING TO CENTER OF MARKING .
40"
2.0' 2.0'
WHITE
GREEN
BIKE CROSSWALK
S
E
E
S
H
E
E
T
2
9
- S
T
A
. 1
3
9
+
0
0
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D
E
S
IG
N
C
E
N
T
E
R
L
IN
E
SIG
NAG
E &
STRIPIN
G PLAN
28
AS NOTED
DESIGN NOTE:
PAVEMENT MARKINGS (ARROWS) ARE INTENDED
TO SHOW ALLOWABLE MOVEMENTS AND NOT
INTENDED TO BE PAVEMENT MARKINGS.
FINAL PAVEMENT MARKINGS WILL BE SHOWN
WITH FUTURE SUBMISSIONS.
HORIZ: 1" = 25'
2525 0
SHEET
PLOTTED BY:
FILENAME:
SCALE:
PATH:
SEAL
FACILITIES & ENGINEERING DIVISION
ENGINEERING BUREAU
2100 CLARENDON BOULEVARD, SUITE 813
ARLINGTON, VA 22201
PHONE: 703.228.3629
FAX: 703.228.3606
DEPARTMENT OF
ENVIRONMENTAL SERVICES
COPYRIGHT © 2016 ARLINGTON COUNTY
VIRGINIA - ALL RIGHTS RESERVED
REVISIONS DATE
PLOTTED:
MISS UTILITY TRANSMITTAL #:
COPYRIGHT © 2016 ARLINGTON COUNTY VIRGINIA - ALL RIGHTS RESERVED
REVISED ON 11/08/2016
N/A
DESIGNED: JRJ
DRAWN: JRJ
CHECKED: TL
CP01-280-SIGNAGE_AND_STRIPING.DWG
Q:\DATA\CP01\DESIGN\CAD\_ACTIVE
JJAVIER
NOVEMBER 8 2018
APPROVALS DATE
QUALITY CONTROL ENGINEER
APPROVALS DATE
S
U
B
M
I
S
S
I
O
N
QUALITY CONTROL ENGINEER
WATER, SEWER, STREETS BUREAU CHIEF
TRANSPORTATION DIRECTOR
3
0
%
PROJECT MANAGERPROJECT MANAGER
OF 55
CP01
ARMY NAVY DRIVE CP01
CO
MPLETE STREETS PRO
JECT
S. JO
YCE ST. TO
12TH
ST. S.
ARM
Y N
AVY D
RIVE
P
R
O
P
. G
R
A
S
S
O
R
L
A
N
D
S
C
A
P
E
A
R
E
A
(T
Y
P
.)
exist. bus stop to
remain in place
PT =
139+
78.81
139
140
141
142
143
144
145
146
11'
11'
11'
10'
10'
11'
11'
11'
12'
DOUBLE YELLOW LINES
(WIDTH VARIES)
11'
11'
11'
10'
11'
11'
12'
139
140
141
142
143
144
145
146
ARMY NAVY DRIVE
.3
5
V
D
M
2
0
9
7
concrete
grass
concrete
concrete
asphalt
conc
a
s
p
h
a
lt
a
s
p
h
a
lt
concrete
asphalt
a
s
p
h
a
l
t
b
u
s
h
c
o
n
c
r
e
t
e
grass
grass
grass
grass
c
o
n
c
r
e
t
e
concre
te
grass
grass
grass
grass
concre
te
concre
te
concrete
c
o
n
c
w
a
l
l
w
/
r
a
i
l
i
n
g
c
o
n
c
re
te
b
u
s
h
concre
te
bric
k
c
o
n
c
.
w
a
l
l
concrete
w
o
o
d
p
o
s
t
bus shelter
h
c
r
1
2
"
1
2
"
1
2
"
1
2
"
1
2
"
1
0
"
1
2
"
1
2
"
8
"
8
"
concre
te
v
a
u
lt
3
"
b
u
s
h
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
4
"
b
u
s
h
b
u
s
h
b
u
s
h
b
u
s
h
6
"
6
"
6
"
6
"
6
"
4
"
4
"
4
"
hcr
hcr
lp
hcr
hcr
s
h
o
p
p
i
n
g
m
a
l
l
HIGH DENSITY CROSSWALK
10'
2.0' 2.0'
NOTES:
1. STREET WIDTH MEASUREMENTS ARE FROM FACE OF CURB TO
2. CONTACT DENNIS HOWELL OR HIS DESIGNEE @ 703-228-6598 OR (571) 437-1077 TO APPROVE MARKING LAYOUT 48 HRS. PRIOR TO INSTALLATION OF MARKINGS.
FACE OF CURB. LANES ARE MEASURED FROM CENTER OF MARKING TO CENTER OF MARKING .
7. Left turn arrows are located at beginning of full width turn lane and 25' to 50' back from stop bar.
stop bar should normally be no more than 30' nor less than 4' from the nearest edge of the intersected 5. Stop bars must be a minimum of 4' in advance of a marked crosswalk. If there is no marked crosswalk,
9. Edge lines are required only where shown on the plans.
4. Spacing between double solid yellow lines is 4".3. Pavement line markings shall align properly with those existing on the ends of the project.2. All markings are to be Thermoplastic per Arlington County DES Standards. b.) Arlington County DES Standards. a.) The Manual on Uniform Traffic Control Devices.1. Pavement markings are to be in accordance with the following and any revisions here to:PAVEMENT MARKING NOTES:
8. On-street parking lane is 7' wide (unless otherwise noted) and marked with 4" wide white lines.
6. Crosswalks are 10' wide unless otherwise noted. traveled way.
Begining and end of parking will be marked with an end line perendicular to curb except @ nubs.
10. Sharrows to be placed in center of lane, 250' apart unless otherwise specified.11. Bike Lane symbols to be placed 330' apart.
BIKE SYMBOL DETAIL
BUS STOP
FIRE HYDRANT
LEGEND
PARKING METER
SIGN
EXISTING PROPOSED
A
A
EXISTING STRIPINGPROPOSED STRIPING
STRIPING LEGEND
40"
72"
NOTES:
1. STREET WIDTH MEASUREMENTS ARE FROM FACE OF CURB TO
2. CONTACT DENNIS HOWELL OR HIS DESIGNEE @ 703-228-6598 OR (571) 437-1077 TO APPROVE MARKING LAYOUT 48 HRS. PRIOR TO INSTALLATION OF MARKINGS.
FACE OF CURB. LANES ARE MEASURED FROM CENTER OF MARKING TO CENTER OF MARKING .
NOTES:
1. STREET WIDTH MEASUREMENTS ARE FROM FACE OF CURB TO
2. CONTACT DENNIS HOWELL OR HIS DESIGNEE @ 703-228-6598 OR (571) 437-1077 TO APPROVE MARKING LAYOUT 48 HRS. PRIOR TO INSTALLATION OF MARKINGS.
FACE OF CURB. LANES ARE MEASURED FROM CENTER OF MARKING TO CENTER OF MARKING .
40"
2.0' 2.0'
WHITE
GREEN
BIKE CROSSWALK
SHEET
PLOTTED BY:
FILENAME:
SCALE:
PATH:
SEAL
FACILITIES & ENGINEERING DIVISION
ENGINEERING BUREAU
2100 CLARENDON BOULEVARD, SUITE 813
ARLINGTON, VA 22201
PHONE: 703.228.3629
FAX: 703.228.3606
DEPARTMENT OF
ENVIRONMENTAL SERVICES
COPYRIGHT © 2016 ARLINGTON COUNTY
VIRGINIA - ALL RIGHTS RESERVED
REVISIONS DATE
PLOTTED:
MISS UTILITY TRANSMITTAL #:
COPYRIGHT © 2016 ARLINGTON COUNTY VIRGINIA - ALL RIGHTS RESERVED
REVISED ON 11/08/2016
N/A
DESIGNED: JRJ
DRAWN: JRJ
CHECKED: TL
CP01-280-SIGNAGE_AND_STRIPING.DWG
Q:\DATA\CP01\DESIGN\CAD\_ACTIVE
JJAVIER
NOVEMBER 8 2018
APPROVALS DATE
QUALITY CONTROL ENGINEER
APPROVALS DATE
S
U
B
M
I
S
S
I
O
N
QUALITY CONTROL ENGINEER
WATER, SEWER, STREETS BUREAU CHIEF
TRANSPORTATION DIRECTOR
3
0
%
PROJECT MANAGERPROJECT MANAGER
OF 55
CP01
ARMY NAVY DRIVE CP01
CO
MPLETE STREETS PRO
JECT
S. JO
YCE ST. TO
12TH
ST. S.
ARM
Y N
AVY D
RIVE
SEE SH
EET 28 - STA. 139+
00 AN
D
ESIG
N CEN
TERLIN
E
SEE SH
EET 30 - STA. 146+
00 AN
D
ESIG
N CEN
TERLIN
E
SIG
NAG
E &
STRIPIN
G PLAN
29
AS NOTED
DESIGN NOTE:
PAVEMENT MARKINGS (ARROWS) ARE INTENDED
TO SHOW ALLOWABLE MOVEMENTS AND NOT
INTENDED TO BE PAVEMENT MARKINGS.
FINAL PAVEMENT MARKINGS WILL BE SHOWN
WITH FUTURE SUBMISSIONS.
HORIZ: 1" = 25'
2525 0
PRO
P. GRASS O
R
LAND
SCAPE AREA (TYP.)
S. H
AYES STREET
I-395
VAR. W
ID
TH
R/W
RAM
P
146
147
148
149
150
151
152
153
11'
11'
10'
10'
11'
11'
12'
11'
11'
10'
11'
11'
12'
146
147
148
149
150
151
152
153
S. H
AYES STREET
ARMY NAVY DRIVE
S. FER
N
STR
EET
h
c
r
v
a
u
lt
h
c
r
concrete
h
c
r
1
0
"
8
"
1
5
"
h
c
r
concrete
D
D
D
D
D
D
D
c
o
n
c
r
e
t
e
c
o
n
c
re
te
c
o
n
c
re
te
c
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c
re
te
c
o
n
c
re
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concrete
c
o
n
c
re
te
a
s
p
h
a
lt
concrete
concrete dw apron
concrete
c
o
n
c
re
te
asphalt
asphalt
wmata building
concrete
concrete planter
concrete ret w
all
4
"
concrete ret. wall
concrete ret. wall
c
o
n
c
r
e
t
e
concrete
concrete ret. wall
h
c
r
concrete
concrete ret w
all
1
0
"
18"
18"
15"
15"
15"
18"
15"
15"
6"
18"
4
"
4
"
a
s
p
h
a
lt
b
r
i
c
k
w
a
l
k
concrete
UNK
UNK
h
c
r
hcr
hcr
h
c
r
concrete
hcr
D
D
D
D
concrete
b
u
s
h
R
P
C
3
5
0
0
3
0
3
3
C
S
H
V
L
IN
C
O
L
N
P
L
A
C
E
, L
L
C
RPC 35004007
CSHV LINCOLN PLACE, L
LC
D.B. 4266, P
G. 890
(RESIDUE TRACT NO. 9-PENTAGON ROAD NETWORK)
COMMONWEALTH OF VIRGINIA
D.B. 1641 PG. 366
(RESIDUE TRACT NO.
9-PENTAGON ROAD NETWORK)
HIGH DENSITY CROSSWALK
10'
2.0' 2.0'
NOTES:
1. STREET WIDTH MEASUREMENTS ARE FROM FACE OF CURB TO
2. CONTACT DENNIS HOWELL OR HIS DESIGNEE @ 703-228-6598 OR (571) 437-1077 TO APPROVE MARKING LAYOUT 48 HRS. PRIOR TO INSTALLATION OF MARKINGS.
FACE OF CURB. LANES ARE MEASURED FROM CENTER OF MARKING TO CENTER OF MARKING .
7. Left turn arrows are located at beginning of full width turn lane and 25' to 50' back from stop bar.
stop bar should normally be no more than 30' nor less than 4' from the nearest edge of the intersected 5. Stop bars must be a minimum of 4' in advance of a marked crosswalk. If there is no marked crosswalk,
9. Edge lines are required only where shown on the plans.
4. Spacing between double solid yellow lines is 4".3. Pavement line markings shall align properly with those existing on the ends of the project.2. All markings are to be Thermoplastic per Arlington County DES Standards. b.) Arlington County DES Standards. a.) The Manual on Uniform Traffic Control Devices.1. Pavement markings are to be in accordance with the following and any revisions here to:PAVEMENT MARKING NOTES:
8. On-street parking lane is 7' wide (unless otherwise noted) and marked with 4" wide white lines.
6. Crosswalks are 10' wide unless otherwise noted. traveled way.
Begining and end of parking will be marked with an end line perendicular to curb except @ nubs.
10. Sharrows to be placed in center of lane, 250' apart unless otherwise specified.11. Bike Lane symbols to be placed 330' apart.
BIKE SYMBOL DETAIL
BUS STOP
FIRE HYDRANT
LEGEND
PARKING METER
SIGN
EXISTING PROPOSED
A
A
EXISTING STRIPINGPROPOSED STRIPING
STRIPING LEGEND
40"
72"
NOTES:
1. STREET WIDTH MEASUREMENTS ARE FROM FACE OF CURB TO
2. CONTACT DENNIS HOWELL OR HIS DESIGNEE @ 703-228-6598 OR (571) 437-1077 TO APPROVE MARKING LAYOUT 48 HRS. PRIOR TO INSTALLATION OF MARKINGS.
FACE OF CURB. LANES ARE MEASURED FROM CENTER OF MARKING TO CENTER OF MARKING .
NOTES:
1. STREET WIDTH MEASUREMENTS ARE FROM FACE OF CURB TO
2. CONTACT DENNIS HOWELL OR HIS DESIGNEE @ 703-228-6598 OR (571) 437-1077 TO APPROVE MARKING LAYOUT 48 HRS. PRIOR TO INSTALLATION OF MARKINGS.
FACE OF CURB. LANES ARE MEASURED FROM CENTER OF MARKING TO CENTER OF MARKING .
40"
2.0' 2.0'
WHITE
GREEN
BIKE CROSSWALK
SHEET
PLOTTED BY:
FILENAME:
SCALE:
PATH:
SEAL
FACILITIES & ENGINEERING DIVISION
ENGINEERING BUREAU
2100 CLARENDON BOULEVARD, SUITE 813
ARLINGTON, VA 22201
PHONE: 703.228.3629
FAX: 703.228.3606
DEPARTMENT OF
ENVIRONMENTAL SERVICES
COPYRIGHT © 2016 ARLINGTON COUNTY
VIRGINIA - ALL RIGHTS RESERVED
REVISIONS DATE
PLOTTED:
MISS UTILITY TRANSMITTAL #:
COPYRIGHT © 2016 ARLINGTON COUNTY VIRGINIA - ALL RIGHTS RESERVED
REVISED ON 11/08/2016
N/A
DESIGNED: JRJ
DRAWN: JRJ
CHECKED: TL
CP01-280-SIGNAGE_AND_STRIPING.DWG
Q:\DATA\CP01\DESIGN\CAD\_ACTIVE
JJAVIER
NOVEMBER 8 2018
APPROVALS DATE
QUALITY CONTROL ENGINEER
APPROVALS DATE
S
U
B
M
I
S
S
I
O
N
QUALITY CONTROL ENGINEER
WATER, SEWER, STREETS BUREAU CHIEF
TRANSPORTATION DIRECTOR
3
0
%
PROJECT MANAGERPROJECT MANAGER
OF 55
CP01
ARMY NAVY DRIVE CP01
CO
MPLETE STREETS PRO
JECT
S. JO
YCE ST. TO
12TH
ST. S.
ARM
Y N
AVY D
RIVE
SEE SH
EET 29- STA. 146+
00 AN
D
ESIG
N CEN
TERLIN
E
SEE SH
EET 31 - STA. 153+
00 AN
D
ESIG
N CEN
TERLIN
E
SIG
NAG
E &
STRIPIN
G PLAN
30
AS NOTED
DESIGN NOTE:
PAVEMENT MARKINGS (ARROWS) ARE INTENDED
TO SHOW ALLOWABLE MOVEMENTS AND NOT
INTENDED TO BE PAVEMENT MARKINGS.
FINAL PAVEMENT MARKINGS WILL BE SHOWN
WITH FUTURE SUBMISSIONS.
HORIZ: 1" = 25'
2525 0
PROP. GRASS OR
LANDSCAPE AREA (TYP.)
e
x
is
t. b
u
s
s
to
p
to
re
m
a
in
in
p
la
c
e
exis
t. b
us
stop t
o
rem
ain
in p
lace
P
R
O
P
. 8
' X
5
' B
U
S
P
A
D
F
O
R
A
D
A
P
R
O
P
. 8
' X
5
' B
U
S
P
A
D
F
O
R
A
D
A
P
R
O
P
. A
S
P
H
A
L
T
W
A
L
K
(T
IE
-IN
)
ARMY NAVY DRIVE
153154
155
156
157
158
159
160
11'
11'
10'
11'
11'
12'
11'
11'
10'
11'
11'
12'
11'
11'
10'
14'
153154
155
156
157
158
159
160
ARMY NAVY DRIVE
C
&
G
, s
id
e
w
a
lk
a
n
d
p
a
v
e
m
e
n
t m
a
rk
in
g
s
a
re
to
b
e
in
s
ta
lle
d
b
y
o
th
e
rs
C
&
G
, s
id
e
w
a
lk
a
n
d
p
a
v
e
m
e
n
t m
a
rk
in
g
s
a
re
to
b
e
in
s
ta
lle
d
b
y
o
th
e
rs
gra
te
1
5
"
1
5
" 1
2
"
1
0
"
bric
k apro
n
conc.
D
D
D
D
D
D
c
o
n
c
re
te
c
o
n
c
re
te
c
o
n
c
re
te
c
o
n
c
re
te
c
o
n
c
re
te
1
8
"
1
8
"
pk meter box
a
s
p
h
a
lt
asphalt
asp
halt
h
c
r
h
c
r
h
c
r
a
s
p
h
a
lt
a
s
p
h
a
lt
concrete
concrete
concrete
asphalt
D
private water line
D
D
D
D
D
D
hcr
hcr
h
c
r
h
c
r
h
c
r
C
&
G
, m
e
d
ia
n
a
n
d
p
a
v
e
m
e
n
t
m
a
rk
in
g
s
a
re
to
b
e
in
s
ta
lle
d
a
s
p
a
rt o
f th
e
I-3
9
5
p
ro
je
c
t.
HIGH DENSITY CROSSWALK
10'
2.0' 2.0'
NOTES:
1. STREET WIDTH MEASUREMENTS ARE FROM FACE OF CURB TO
2. CONTACT DENNIS HOWELL OR HIS DESIGNEE @ 703-228-6598 OR (571) 437-1077 TO APPROVE MARKING LAYOUT 48 HRS. PRIOR TO INSTALLATION OF MARKINGS.
FACE OF CURB. LANES ARE MEASURED FROM CENTER OF MARKING TO CENTER OF MARKING .
7. Left turn arrows are located at beginning of full width turn lane and 25' to 50' back from stop bar.
stop bar should normally be no more than 30' nor less than 4' from the nearest edge of the intersected 5. Stop bars must be a minimum of 4' in advance of a marked crosswalk. If there is no marked crosswalk,
9. Edge lines are required only where shown on the plans.
4. Spacing between double solid yellow lines is 4".3. Pavement line markings shall align properly with those existing on the ends of the project.2. All markings are to be Thermoplastic per Arlington County DES Standards. b.) Arlington County DES Standards. a.) The Manual on Uniform Traffic Control Devices.1. Pavement markings are to be in accordance with the following and any revisions here to:PAVEMENT MARKING NOTES:
8. On-street parking lane is 7' wide (unless otherwise noted) and marked with 4" wide white lines.
6. Crosswalks are 10' wide unless otherwise noted. traveled way.
Begining and end of parking will be marked with an end line perendicular to curb except @ nubs.
10. Sharrows to be placed in center of lane, 250' apart unless otherwise specified.11. Bike Lane symbols to be placed 330' apart.
BIKE SYMBOL DETAIL
BUS STOP
FIRE HYDRANT
LEGEND
PARKING METER
SIGN
EXISTING PROPOSED
A
A
EXISTING STRIPINGPROPOSED STRIPING
STRIPING LEGEND
40"
72"
NOTES:
1. STREET WIDTH MEASUREMENTS ARE FROM FACE OF CURB TO
2. CONTACT DENNIS HOWELL OR HIS DESIGNEE @ 703-228-6598 OR (571) 437-1077 TO APPROVE MARKING LAYOUT 48 HRS. PRIOR TO INSTALLATION OF MARKINGS.
FACE OF CURB. LANES ARE MEASURED FROM CENTER OF MARKING TO CENTER OF MARKING .
NOTES:
1. STREET WIDTH MEASUREMENTS ARE FROM FACE OF CURB TO
2. CONTACT DENNIS HOWELL OR HIS DESIGNEE @ 703-228-6598 OR (571) 437-1077 TO APPROVE MARKING LAYOUT 48 HRS. PRIOR TO INSTALLATION OF MARKINGS.
FACE OF CURB. LANES ARE MEASURED FROM CENTER OF MARKING TO CENTER OF MARKING .
40"
2.0' 2.0'
WHITE
GREEN
BIKE CROSSWALK
SHEET
PLOTTED BY:
FILENAME:
SCALE:
PATH:
SEAL
FACILITIES & ENGINEERING DIVISION
ENGINEERING BUREAU
2100 CLARENDON BOULEVARD, SUITE 813
ARLINGTON, VA 22201
PHONE: 703.228.3629
FAX: 703.228.3606
DEPARTMENT OF
ENVIRONMENTAL SERVICES
COPYRIGHT © 2016 ARLINGTON COUNTY
VIRGINIA - ALL RIGHTS RESERVED
REVISIONS DATE
PLOTTED:
MISS UTILITY TRANSMITTAL #:
COPYRIGHT © 2016 ARLINGTON COUNTY VIRGINIA - ALL RIGHTS RESERVED
REVISED ON 11/08/2016
N/A
DESIGNED: JRJ
DRAWN: JRJ
CHECKED: TL
CP01-280-SIGNAGE_AND_STRIPING.DWG
Q:\DATA\CP01\DESIGN\CAD\_ACTIVE
JJAVIER
NOVEMBER 8 2018
APPROVALS DATE
QUALITY CONTROL ENGINEER
APPROVALS DATE
S
U
B
M
I
S
S
I
O
N
QUALITY CONTROL ENGINEER
WATER, SEWER, STREETS BUREAU CHIEF
TRANSPORTATION DIRECTOR
3
0
%
PROJECT MANAGERPROJECT MANAGER
OF 55
CP01
ARMY NAVY DRIVE CP01
CO
MPLETE STREETS PRO
JECT
S. JO
YCE ST. TO
12TH
ST. S.
ARM
Y N
AVY D
RIVE
SEE SH
EET 30- STA. 153+
00 AN
D
ESIG
N CEN
TERLIN
E
SEE SH
EET 32 - STA. 160+
00 AN
D
ESIG
N CEN
TERLIN
E
SIG
NAG
E &
STRIPIN
G PLAN
31
AS NOTED
DESIGN NOTE:
PAVEMENT MARKINGS (ARROWS) ARE INTENDED
TO SHOW ALLOWABLE MOVEMENTS AND NOT
INTENDED TO BE PAVEMENT MARKINGS.
FINAL PAVEMENT MARKINGS WILL BE SHOWN
WITH FUTURE SUBMISSIONS.
HORIZ: 1" = 25'
2525 0
PROP. GRASS OR
LANDSCAPE AREA (TYP.)
A
R
M
Y
N
A
V
Y
D
R
IV
E
160
161
162
163
1
6
4
1
6
5
1
6
6
S
T
O
P
H
E
R
E
O
N
R
E
D
D
O
N
O
T
B
L
O
C
K
D
R
IV
E
W
A
Y
14'
14'
14'
14'
1
4
'
1
4
'
7'
7
'
14'
14'
160
161
162
163
1
6
4
1
6
5
1
6
6
A
R
M
Y
N
A
V
Y
D
R
IV
E
h
c
r
a
s
p
h
a
lt
c
o
n
c
r
e
t
e
c
o
n
c
r
e
t
e
c
o
n
c
r
e
t
e
c
o
n
c
r
e
t
e
b
r
i
c
k
n
o
p
a
rk
in
g
n
o
p
a
r
k
i
n
g
b
r
i
c
k
6
"
6
"
6
"
6
"
6
"
6
"
6
"
8
"
8
"
8
"
l
s
a
l
s
a
8
"
concrete
private w
ater line
concrete
concrete
c
o
n
c
r
e
t
e
concrete
M
A
N
M
A
N
?
H
O
L
E
A
R
M
Y
N
A
V
Y
D
R
IV
E
S. EAD
S STREET
bike
rack
concrete
concrete
concrete
E
n
d
O
f R
e
c
o
rd
e
d
L
im
ite
d
A
c
c
e
s
s
L
in
e
HIGH DENSITY CROSSWALK
10'
2.0' 2.0'
NOTES:
1. STREET WIDTH MEASUREMENTS ARE FROM FACE OF CURB TO
2. CONTACT DENNIS HOWELL OR HIS DESIGNEE @ 703-228-6598 OR (571) 437-1077 TO APPROVE MARKING LAYOUT 48 HRS. PRIOR TO INSTALLATION OF MARKINGS.
FACE OF CURB. LANES ARE MEASURED FROM CENTER OF MARKING TO CENTER OF MARKING .
7. Left turn arrows are located at beginning of full width turn lane and 25' to 50' back from stop bar.
stop bar should normally be no more than 30' nor less than 4' from the nearest edge of the intersected 5. Stop bars must be a minimum of 4' in advance of a marked crosswalk. If there is no marked crosswalk,
9. Edge lines are required only where shown on the plans.
4. Spacing between double solid yellow lines is 4".3. Pavement line markings shall align properly with those existing on the ends of the project.2. All markings are to be Thermoplastic per Arlington County DES Standards. b.) Arlington County DES Standards. a.) The Manual on Uniform Traffic Control Devices.1. Pavement markings are to be in accordance with the following and any revisions here to:PAVEMENT MARKING NOTES:
8. On-street parking lane is 7' wide (unless otherwise noted) and marked with 4" wide white lines.
6. Crosswalks are 10' wide unless otherwise noted. traveled way.
Begining and end of parking will be marked with an end line perendicular to curb except @ nubs.
10. Sharrows to be placed in center of lane, 250' apart unless otherwise specified.11. Bike Lane symbols to be placed 330' apart.
BIKE SYMBOL DETAIL
BUS STOP
FIRE HYDRANT
LEGEND
PARKING METER
SIGN
EXISTING PROPOSED
A
A
EXISTING STRIPINGPROPOSED STRIPING
STRIPING LEGEND
40"
72"
NOTES:
1. STREET WIDTH MEASUREMENTS ARE FROM FACE OF CURB TO
2. CONTACT DENNIS HOWELL OR HIS DESIGNEE @ 703-228-6598 OR (571) 437-1077 TO APPROVE MARKING LAYOUT 48 HRS. PRIOR TO INSTALLATION OF MARKINGS.
FACE OF CURB. LANES ARE MEASURED FROM CENTER OF MARKING TO CENTER OF MARKING .
NOTES:
1. STREET WIDTH MEASUREMENTS ARE FROM FACE OF CURB TO
2. CONTACT DENNIS HOWELL OR HIS DESIGNEE @ 703-228-6598 OR (571) 437-1077 TO APPROVE MARKING LAYOUT 48 HRS. PRIOR TO INSTALLATION OF MARKINGS.
FACE OF CURB. LANES ARE MEASURED FROM CENTER OF MARKING TO CENTER OF MARKING .
40"
2.0' 2.0'
WHITE
GREEN
BIKE CROSSWALK
SHEET
PLOTTED BY:
FILENAME:
SCALE:
PATH:
SEAL
FACILITIES & ENGINEERING DIVISION
ENGINEERING BUREAU
2100 CLARENDON BOULEVARD, SUITE 813
ARLINGTON, VA 22201
PHONE: 703.228.3629
FAX: 703.228.3606
DEPARTMENT OF
ENVIRONMENTAL SERVICES
COPYRIGHT © 2016 ARLINGTON COUNTY
VIRGINIA - ALL RIGHTS RESERVED
REVISIONS DATE
PLOTTED:
MISS UTILITY TRANSMITTAL #:
COPYRIGHT © 2016 ARLINGTON COUNTY VIRGINIA - ALL RIGHTS RESERVED
REVISED ON 11/08/2016
N/A
DESIGNED: JRJ
DRAWN: JRJ
CHECKED: TL
CP01-280-SIGNAGE_AND_STRIPING.DWG
Q:\DATA\CP01\DESIGN\CAD\_ACTIVE
JJAVIER
NOVEMBER 8 2018
APPROVALS DATE
QUALITY CONTROL ENGINEER
APPROVALS DATE
S
U
B
M
I
S
S
I
O
N
QUALITY CONTROL ENGINEER
WATER, SEWER, STREETS BUREAU CHIEF
TRANSPORTATION DIRECTOR
3
0
%
PROJECT MANAGERPROJECT MANAGER
OF 55
CP01
ARMY NAVY DRIVE CP01
CO
MPLETE STREETS PRO
JECT
S. JO
YCE ST. TO
12TH
ST. S.
ARM
Y N
AVY D
RIVE
SEE SH
EET 31 - STA. 160+
00 AN
D
ESIG
N CEN
TERLIN
E
S
E
E
S
H
E
E
T
3
3
-
S
T
A
.
1
6
6
+
0
0
A
N
D
E
S
I
G
N
C
E
N
T
E
R
L
I
N
E
SIG
NAG
E &
STRIPIN
G PLAN
32
AS NOTED
DESIGN NOTE:
PAVEMENT MARKINGS (ARROWS) ARE INTENDED
TO SHOW ALLOWABLE MOVEMENTS AND NOT
INTENDED TO BE PAVEMENT MARKINGS.
FINAL PAVEMENT MARKINGS WILL BE SHOWN
WITH FUTURE SUBMISSIONS.
HORIZ: 1" = 25'
2525 0
PRO
P. G
RASS O
R
LAN
DSCAPE A
REA (T
YP.)
12th STREET S.
1
6
5
1
6
6
1
6
7
168
169
170
170
1
4
'
14'
14'
14'
14'
7'
7'
7'
1
6
5
1
6
6
1
6
7
168
169
170
170
7'
c
o
n
c
r
e
t
e
c
o
n
c
r
e
t
e
c
o
n
c
r
e
t
e
c
o
n
c
r
e
t
e
c
o
n
c
r
e
t
e
6
"
6
"
6
"
8
"
8
"
8"
b
r
i
c
k
r
e
t
w
a
l
l
l
s
a
l
s
a
l
s
a
lsa
lsa
lsa
15"
12"
21"
8
"
8"
8"
brick
brick
brick
brick
exp join
t
15"
15"
15"
rg75
hcr
lsa
18"
12"
12"
18"
18"
12"
12f04 2sc
stand pipe
lsa
lsa
gra
vel
park
ing
gara
ge
acc
ess
TRV2004
FLY4077
gas
vent
pip
e
ctv
brick
brick
brick
brick
8667
16
concrete ret. w
all
HIGH DENSITY CROSSWALK
10'
2.0' 2.0'
NOTES:
1. STREET WIDTH MEASUREMENTS ARE FROM FACE OF CURB TO
2. CONTACT DENNIS HOWELL OR HIS DESIGNEE @ 703-228-6598 OR (571) 437-1077 TO APPROVE MARKING LAYOUT 48 HRS. PRIOR TO INSTALLATION OF MARKINGS.
FACE OF CURB. LANES ARE MEASURED FROM CENTER OF MARKING TO CENTER OF MARKING .
7. Left turn arrows are located at beginning of full width turn lane and 25' to 50' back from stop bar.
stop bar should normally be no more than 30' nor less than 4' from the nearest edge of the intersected 5. Stop bars must be a minimum of 4' in advance of a marked crosswalk. If there is no marked crosswalk,
9. Edge lines are required only where shown on the plans.
4. Spacing between double solid yellow lines is 4".3. Pavement line markings shall align properly with those existing on the ends of the project.2. All markings are to be Thermoplastic per Arlington County DES Standards. b.) Arlington County DES Standards. a.) The Manual on Uniform Traffic Control Devices.1. Pavement markings are to be in accordance with the following and any revisions here to:PAVEMENT MARKING NOTES:
8. On-street parking lane is 7' wide (unless otherwise noted) and marked with 4" wide white lines.
6. Crosswalks are 10' wide unless otherwise noted. traveled way.
Begining and end of parking will be marked with an end line perendicular to curb except @ nubs.
10. Sharrows to be placed in center of lane, 250' apart unless otherwise specified.11. Bike Lane symbols to be placed 330' apart.
BIKE SYMBOL DETAIL
BUS STOP
FIRE HYDRANT
LEGEND
PARKING METER
SIGN
EXISTING PROPOSED
A
A
EXISTING STRIPINGPROPOSED STRIPING
STRIPING LEGEND
40"
72"
NOTES:
1. STREET WIDTH MEASUREMENTS ARE FROM FACE OF CURB TO
2. CONTACT DENNIS HOWELL OR HIS DESIGNEE @ 703-228-6598 OR (571) 437-1077 TO APPROVE MARKING LAYOUT 48 HRS. PRIOR TO INSTALLATION OF MARKINGS.
FACE OF CURB. LANES ARE MEASURED FROM CENTER OF MARKING TO CENTER OF MARKING .
NOTES:
1. STREET WIDTH MEASUREMENTS ARE FROM FACE OF CURB TO
2. CONTACT DENNIS HOWELL OR HIS DESIGNEE @ 703-228-6598 OR (571) 437-1077 TO APPROVE MARKING LAYOUT 48 HRS. PRIOR TO INSTALLATION OF MARKINGS.
FACE OF CURB. LANES ARE MEASURED FROM CENTER OF MARKING TO CENTER OF MARKING .
40"
2.0' 2.0'
WHITE
GREEN
BIKE CROSSWALK
SHEET
PLOTTED BY:
FILENAME:
SCALE:
PATH:
SEAL
FACILITIES & ENGINEERING DIVISION
ENGINEERING BUREAU
2100 CLARENDON BOULEVARD, SUITE 813
ARLINGTON, VA 22201
PHONE: 703.228.3629
FAX: 703.228.3606
DEPARTMENT OF
ENVIRONMENTAL SERVICES
COPYRIGHT © 2016 ARLINGTON COUNTY
VIRGINIA - ALL RIGHTS RESERVED
REVISIONS DATE
PLOTTED:
MISS UTILITY TRANSMITTAL #:
COPYRIGHT © 2016 ARLINGTON COUNTY VIRGINIA - ALL RIGHTS RESERVED
REVISED ON 11/08/2016
N/A
DESIGNED: JRJ
DRAWN: JRJ
CHECKED: TL
CP01-280-SIGNAGE_AND_STRIPING.DWG
Q:\DATA\CP01\DESIGN\CAD\_ACTIVE
JJAVIER
NOVEMBER 8 2018
APPROVALS DATE
QUALITY CONTROL ENGINEER
APPROVALS DATE
S
U
B
M
I
S
S
I
O
N
QUALITY CONTROL ENGINEER
WATER, SEWER, STREETS BUREAU CHIEF
TRANSPORTATION DIRECTOR
3
0
%
PROJECT MANAGERPROJECT MANAGER
OF 55
CP01
ARMY NAVY DRIVE CP01
CO
MPLETE STREETS PRO
JECT
S. JO
YCE ST. TO
12TH
ST. S.
ARM
Y N
AVY D
RIVE
S
E
E
S
H
E
E
T
3
2
-
S
T
A
.
1
6
6
+
0
0
A
N
D
E
S
I
G
N
C
E
N
T
E
R
L
I
N
E
SIG
NAG
E &
STRIPIN
G PLAN
33
AS NOTED
DESIGN NOTE:
PAVEMENT MARKINGS (ARROWS) ARE INTENDED
TO SHOW ALLOWABLE MOVEMENTS AND NOT
INTENDED TO BE PAVEMENT MARKINGS.
FINAL PAVEMENT MARKINGS WILL BE SHOWN
WITH FUTURE SUBMISSIONS.
HORIZ: 1" = 25'
2525 0
HORIZ: 1" = 25'
2525 0
HORIZ: 1" = 25'
2525 0
DESIGN NOTE:
SIGNAGES AND PAVEMENT MARKINGS ALONG
12TH STREET SOUTH ARE PROPOSED FROM
SEPARATE PROJECT (CC16).
FINAL PAVEMENT MARKINGS WILL BE SHOWN
WITH FUTURE SUBMISSIONS.
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