6
PROP. GRASS OR LANDSCAPE AREA (TYP.) 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 94 95 96 132 133 134 135 136 137 138 139 11' 11' 10' 11' 11' 11' 12' 0.5' SHY LINE (TYP.) 132 133 134 135 136 137 138 139 S. JOYCE STREET ARMY NAVY DRIVE S ARMY NAVY DRIVE hcr concrete concrete ejb 12" D asphalt asphalt D D concrete grass grass concrete concrete concrete concrete concrete asphalt asphalt asphalt grass grass concrete brick concrete concrete brick brick brick grass concrete grass brick brick aluminum canopy 8" W 4" W hcr hcr hcr D D D D D D D D D D D D D D D D 12" 12" 12" 12" 12" 12" 12 9422 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 8" 8" mulch 3" 3" 3" 3" 3" D D EASEMENT FOR STREET AND DRAINAGE PURPOSES D.B. 1949, PG. 141 PUBLIC STREET EASEMENT D.B. 1248, PG. 245 PUBLIC SIDEWALK, STREET AND UTILITIES EASEMENT D.B. 2989, PG. 1154 S. JOYCE STREET ARMY NAVY DRIVE ARMY NAVY DRIVE 42.97' 43.32' 55.92' PUBLIC SIDEWALK, STREET AND UTILITIES EASEMENT D.B. 2989, PG. 1154 CE STREET RPC 35005031 H STREET BUILDING CORPORATION D.B. 4093, PG. 1941 RPC 35010023 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) BM #12 IRON ROD W 138+86.01~4 ELEV. = 43.46 BM #9422 MAGNAIL 134+96.34~76.72' RT. ELEV. = 48.27 End Of Recorded Limited Access Line 25' ONLY 5.0' 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 STRIPING PROPOSED 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 SEE SHEET 29 - STA. 139+00 AN DESIGN CENTERLINE SIGNAGE & STRIPING 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' 25 25 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 SUBMISSION QUALITY CONTROL ENGINEER WATER, SEWER, STREETS BUREAU CHIEF TRANSPORTATION DIRECTOR 30% PROJECT MANAGER PROJECT MANAGER OF 55 CP01 ARMY NAVY DRIVE CP01 COMPLETE STREETS PROJECT S. JOYCE ST. TO 12TH ST. S. ARMY NAVY DRIVE

S. JOYCE STREET · 2018-11-09 · bus stop fire hydrant legend parking meter sign existing proposed a a existing striping proposed striping striping legend 40" 72" 40" 2.0'2.0' white

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Page 1: S. JOYCE STREET · 2018-11-09 · bus stop fire hydrant legend parking meter sign existing proposed a a existing striping proposed striping striping legend 40" 72" 40" 2.0'2.0' white

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.)

1

3

2

133

134

135

136

137

1

3

8

1

3

9

S

.

J

O

Y

C

E

S

T

R

E

E

T

A

R

M

Y

N

A

V

Y

D

R

I

V

E

S

. J

O

Y

C

E

S

T

R

E

E

T

A

R

M

Y

N

A

V

Y

D

R

IV

E

h

c

r

c

o

n

c

r

e

t

e

co

n

cre

te

ejb

12"

D

asphalt

asphalt

D

D

concrete

g

ra

s

s

g

ra

s

s

c

o

n

c

re

te

c

o

n

c

r

e

t

e

c

o

n

c

r

e

t

e

co

n

cre

te

co

n

cre

te

asphalt

asp

halt

a

sp

h

a

lt

g

ra

s

s

g

ra

s

s

concrete

bric

k

concrete

concrete

bric

k

bric

k

bric

k

g

rass

c

o

n

c

r

e

t

e

g

ra

s

s

bric

k

b

r

i

c

k

alu

m

inum

canopy

8

"

W

4

"

W

h

c

r

h

c

r

h

c

r

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

D

12"

12"

12"

12"

12"

12"

12

9422

3"3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

3"

8"

8"

m

u

lc

h

3

"

3

"

3

"

3

"

3

"

D

D

EASEMENT FOR

STREET AND

DRAINAGE PURPOSES

D.B. 1949, PG. 141

PUBLIC STREET

EASEMENT

D.B. 1248, PG. 245

PU

BLIC S

ID

EW

ALK, S

TREET A

ND

UTILITIES E

ASEM

EN

T

D.B

. 2989, P

G. 1

154

S

.

J

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C

E

S

T

R

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.3

2

'

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5

.

9

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'

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2

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8

9

,

P

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.

1

1

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. JO

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S

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T

RPC 3

5005031

H S

TREET B

UILD

IN

G C

ORPO

RATIO

N

D.B

. 4093, P

G. 1

941

RPC 35010023

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)

B

M

#

1

2

IR

O

N

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.0

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.9

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' LT

.E

LE

V

. =

4

3

.4

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BM #9422

MAGNAIL

134+96.34~76.72' RT.

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

A

N

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

Page 2: S. JOYCE STREET · 2018-11-09 · bus stop fire hydrant legend parking meter sign existing proposed a a existing striping proposed striping striping legend 40" 72" 40" 2.0'2.0' white

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

AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
Page 3: S. JOYCE STREET · 2018-11-09 · bus stop fire hydrant legend parking meter sign existing proposed a a existing striping proposed striping striping legend 40" 72" 40" 2.0'2.0' white

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

o

n

c

re

te

c

o

n

c

re

te

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

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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

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lt

b

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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

Page 4: S. JOYCE STREET · 2018-11-09 · bus stop fire hydrant legend parking meter sign existing proposed a a existing striping proposed striping striping legend 40" 72" 40" 2.0'2.0' white

PROP. GRASS OR

LANDSCAPE AREA (TYP.)

e

x

is

t. b

u

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s

to

p

to

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in

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(T

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ARMY NAVY DRIVE

153154

155

156

157

158

159

160

11'

11'

10'

11'

11'

12'

11'

11'

10'

11'

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11'

11'

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14'

153154

155

156

157

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159

160

ARMY NAVY DRIVE

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1

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0

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D

D

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o

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c

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c

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1

8

"

1

8

"

pk meter box

a

s

p

h

a

lt

asphalt

asp

halt

h

c

r

h

c

r

h

c

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a

s

p

h

a

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s

p

h

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concrete

concrete

asphalt

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private water line

D

D

D

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hcr

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c

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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

Page 5: S. JOYCE STREET · 2018-11-09 · bus stop fire hydrant legend parking meter sign existing proposed a a existing striping proposed striping striping legend 40" 72" 40" 2.0'2.0' white

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

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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

Page 6: S. JOYCE STREET · 2018-11-09 · bus stop fire hydrant legend parking meter sign existing proposed a a existing striping proposed striping striping legend 40" 72" 40" 2.0'2.0' white

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

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3

2

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.

1

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SIG

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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.