Plans_signing and markings.pdf

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http://www.adobe.com/go/reader i r f d h n o p a rk in g s m l l t r e e b r u t c w a d i n f l t r e e s b r u i d e a r a n r k l e s f v e r h e a d s i g overh ead s ig n.

r a f v a u ri d le ra r x d e s t r i u g e n y u k r r u f i d e a r a n

R c p p asph.

jersey wall w/ 2' clf lane striping

S

D

E

X

I

T

N

G

L

O

C

A

P

M

V

B

PROP. L/A LINE

AND R/W LINE

K

H u

F

COLUMBIA PIKE STA. 29+53.50

ROUTE 27 ON-RAMP STA. 0+00

COLUMBIA PIKE STA. 29+66.83

ROUTE 27 OFF-RAMP STA. 9+01.84

LIMIT OF CONSTRUCTION

COLUMBIA PIKE STA. 28+76.60

W

Q

COLUMBIA PIKE - ROUTE 244

SPEED LIMIT: 25 MPH

U

IA

IK

IM

IT

REMOVE "PENTAGON

SOUTH PARKING" SIGN

PI = 29+66.83

EP = 12+03.09

BP = 0+00.00

28 29

28 29

(1) j r s e c p p p p p p p a r c h a r c h a r c h a r c h a r c h a r c h a r c h a r c h a v n e s t r i p i n e s t r i p i a r c h a r d r a

ROUTE 27 E

ASTOUND

S T E

A L

L

Y

I S d e r a i s t r a t i

S a r t o f

T r a n s p o r t a t i

R

I R C

E R L

V I

LI

TO

TI

EM

ET

ER

SO

TH

PA

SI

(A

SE

EF

EN

ES

(D

) P

JE

TY

, V

IR

IN

SHEET

Se al

TE

PR

IL

3, SC

LE

T.

IG

ED

EC

IS

UT

TR

AN

SM

TA

04/24/2021

.0

: 1

- S

11H

1"

5'

/A

EJ

LA

3H

ST

. 2 7+

. 3 2+

MATCHLINE STA: 28+00.00

. R

LU

IK

- R

LIM

IT: 25 M

S T E

A L

L

I S d e r a i s t r a t i

S a r t o f

T r a n s p o r t a t i

R

I R C

E R L

V I

MATCHLIN

E - S

EE S

HEET 12H

4H

COLUMBIA PIKE STA. 38+09.44

S. JOYCE STREET STA. 114+66.18

J

BUS STOP FLAG

PC = 113+36.71

S T E

A L

L

I S d e r a i s t r a t i

S a r t o f

T r a n s p o r t a t i

R

I R C

E R L

V I

5H

. 4 irf ir d ro ss li ts tr sy tr f.

se so la ia sy it it rc rd a ck ck rc si gn ta fo

"F cr ft ts

A

A

A

A

A

A

BUS STOP

FLAG

S T E

A L

L

I S d e r a i s t r a t i

S a r t o f

T r a n s p o r t a t i

R

I R C

E R L

V I

6H

8+ pkf dhf

10"

8"

18" tw

16" guard shack bric bric

Air F orce

Memorial sign popup bollards granite a n i t granite wall rip-rap rip-rap rip -ra bus in fo.

bus shelter pentagon reservation info.

ped. cr ossi ng w/ lig hts median symbol o p b ped.

cro ssin ped.

cro ssin no tre spassin rip -ra button on post

"S

8"S

YC

5"P

6"P

4"P

8"P

12"S

6"S

10"S

2"S

FLOW

WW

TRAV 219

8' clf r u

PROP. ROW

EXIST. BUS STOP EQUIP. AND

ASSOCIATED SIGNS TO BE

REMOVED, SALVAGED, AND

TURNED OVER TO ARLINGTON

COUNTY (SEE NOTE 14 SHEET 2F).

FLAG

HAWK SIGNAL

SEE SHEET 22(5)

S T E

A L

L

I S d e r a i s t r a t i

S a r t o f

T r a n s p o r t a t i

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7H

8+

. 5 3+ ipf ipf

SAN

R

GAS

asph. d/w brick ret. wall f.f. =

167.04

4' clf

4' clf c permit parking permit

20 mph

1 story frame roof overhang f.f. =

155.48

#1499 parking lot parking lot attached frame shed o d r e t c do not enter / one way no# street do not enter / one way

6' clf

VDOT

end road work key pad

"keep to left side of white line" no# o s o p b c

10" stump road work ahead

25mph nail found

6"

14"

14"

8" MULTI

20"

30"

18" hc sign button paint striping

1 story brick

VDOT building w/ basement brick wall f.f. = 154.78

2 story brick

Virginia State Police building covered stoop f.f. = 154.80 t a l h a n d r a

Virginia

State

Police flag pole key pad on post post covered stoop f.f. = 155.69

1 story brick / frame

16" camera

TRAV 220TRAV 220TRAV 220TRAV 220

ff= 142.74' hc hc conc. ret. wall w/ metal railing

& frame

12"

24"

30"

20"

15"

24"

12" 12" metal shed planter ff= 154.79' conc. ret. wall w/ metal railing c

" cu rb flag pole stoop

& steps ff= 146.70' propane tank li n g t o n a n

VDOT safety rules no

"VDOT"

Arlington Primaries

Area Headquarters

"1510 Columbia Pike"

36" compact cars only state police /

VDOT office

S T R E

FO

UGT

12''G

S T R E

S T R E

COLUMBIA PIKE STA. 57+38.55

NASH STREET STA. 100+00

END CONSTRUCTION

COLUMBIA PIKE STA. 57+81.26

EXIST. BUS STOP EQUIP. AND

ASSOCIATED SIGNS TO BE REMOVED,

SALVAGED, AND TURNED OVER TO

ARLINGTON COUNTY (SEE NOTE 14

SHEET 2F).

RELOCATE EXIST. BRICK VDOT

SIGN TO BACK OF PROP. SIDEWALK

BP = 100+00.00

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S a r t o f

T r a n s p o r t a t i

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MATCHLINE STA: 103+50.00 - SEE SHEET 9H

8H

3+

9+ e u n t p a r k i r k i o n n t a g s e r v a t i f r k i i u p r k i a v r k i l t r e e s b r u p r p h p a r k i p d e s t r i o s s i r k i r k i n t e r k i r k r u l p a r k i r k i n f d e s t r i j n g bench v i s t

6' split rail n c b l o c a v gravel

3'clf o d r e conc. block wall c p n t o r y b r i i l d i n d e r s o p i v

6' wood fence t o r y b r i b f r k i a r f r e e t s i g r k i r k i f o x c r o f r k i n o t e n t r k i r k i p h a l l t d e r g r o u e u p p p p

A V

S. OAK STREET STA. 106+62.54

S. SOUTHGATE RD. STA. 13+61.93

S. NASH STREET STA. 107+94.59

S. SOUTHGATE RD. STA. 10+00.00

S. OAK STREET STA. 107+54.12

S. SOUTHGATE RD. STA. 11+23.25

S. NASH STREET STA. 108+71.54

PROP. ROW PROP. ROW

EXIST. ROW

EXIST. ROW

S. OAK STREET

S. NASH STREET

S. ODE STREET

EP = 107+54.12

104 105 106

104 105 106

TIE-IN TO SOUTHGATE RD.

PAVEMENT MARKINGS

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S a r t o f

T r a n s p o r t a t i

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9H

. 1

+5 0.

+0

LIMITS OF CONSTRUCTION

ROUTE 27 OFF-RAMP STA. 2+04.71

IM

ROUTE 27 OFF-RAMP

REPLACE EXISTING SIGN WITH

PROPOSED SIGN PANEL #28

ON EXISTING OVERHEAD SIGN

STRUCTURE

END 12" WHITE LINE

BEGIN 6" YELLOW LINE

ROUTE 27 OFF-RAMP STA. 5+17.68

END 12" WHITE LINE

BEGIN 6" WHITE LINE

ROUTE 27 OFF-RAMP STA. 5+15.24

OVERLAY PROPOSED SIGN #27

ON EXISTING SIGN PANEL TO

COVER "244 WEST" ROUTE

SHIELD AND CARDINAL

DIRECTION ON EXISTING

OVERHEAD STRUCTURE

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L

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S a r t o f

T r a n s p o r t a t i

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10H

. 0 a f v a u lt

ROUTE 27 OFF-RAMP

REMOVE "PENTAGON

SOUTH PARKING NEXT

RIGHT" SIGN

S T E

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L

I S d e r a i s t r a t i

S a r t o f

T r a n s p o r t a t i

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I R C

E R L

V I

11H

0+ r k i r k i

.LIMITS OF CONSTRUCTION

RTE 27 ON-RAMP STA. 7+50.00

ROUTE 27 ON-RAMP

END 6" YELLOW LINE

BEGIN 12" WHITE LINE

ROUTE 27 ON-RAMP STA. 6+54.83

S T E

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L

I S d e r a i s t r a t i

S a r t o f

T r a n s p o r t a t i

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I R C

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12H

. 2

. 7 brick i d u d r r p r p r a n d p i a n d p i a n d p i p i d u i d u ic ic i d i d i d i d i d i d i d i d e i d i d i d i d a b o v a b o v e a s t b o u b o v t b o u b o v a b o v n c r e t ll co nc.

ret. w all e a f f i c v a u i d gra vel a v a v p p p p p p p

A4 conc. walls n ll

A V

A V

A V

A V

I S T

T

R

S

L I V E R A B

B E

T E C T

S T

LIMITS OF CONSTRUCTION

JOYCE STREET STA. 111+50.00

S. JOYCE ST.

111 112 113

111 112 113

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T r a n s p o r t a t i

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MATCHLINE:SEE SHEET 12H

13H

SIGN

MUTCD NO.

R7-108

12" x 18"

9 10 11 12

R7-108R

R7-108L

2PARKING

HR

9AM - 5PM

WEEKDAYS

PARKING

NUMBER

MUTCD NO.

DIM.

R4-7

24" x 30"

R1-1

36" x 36"

W11-2

R2-1

30" x 36"

W16-7PR

24" x 12"

W16-7PL

1 2 3 4 5 6

NUMBER

R3-2

7 13

14 15

R6-1L

54" x 18"

ONE WAY

R1-1

18" x 18"

16 17

D11-1a

D11-2

M6-2aL

12" x 9"

M6-2aR

D11-2

D11-1a

M6-2aL

M6-2aR

DO NOT

ENTER

R5-1

30" x 30"

R7-1

NO

ANY

TIME

AHEAD

W16-9P

19 20 21 22

M3-2

M4-5

M1-V1a

M6-3

M3-3

M1-1

M6-1R

M3-4

M6-1L

M5-1L

M5-1L

M1-V1c

M1-V1c

24" x 24"

21" x 15"

30" x 24"

R1-5R

HERE

YIELD

HERE

R1-5L

30 31

R1-2

36" x 36" x 36"

R6-1R

54" x 18"

ONE WAY

R3-17bP

24" x 18"

ALL WAY

34 35 36

R3-16A

R3-16A

R1-3P

18" x 6"

BIKE LANE

ENDS

R3-17

24" x 8"

NOTE: AIR FORCE MEMORIAL DETOUR SIGNAGE ON SHEET 1J(2B)-11.

DIM.

W3-3

30" x 30"

SIGNAL

AHEAD

SIGNING AND PAVEMENT MARKING NOTES:

1. ALL PROPOSED SIGNING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE

MOST CURRENT EDITION OF EACH OF THE FOLLOWING DOCUMENTS AND ANY REVISION

THERETO:

A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

B. ARLINGTON COUNTY MARKING STANDARDS

C. VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

D. VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS

2. ALL SIGNS SHALL BE CONSTRUCTED FROM ENCAPSULATED LENS SHEETING.

3. PROPOSED SIGN LOCATIONS ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD TO

AVOID CONFLICT WITH UNDERGROUND UTILITIES AND/OR OTHER OBSTRUCTIONS, AND TO

COMPLY WITH THE STANDARDS REFERENCED IN NOTE 1 ABOVE. SIGNS SHALL BE INSTALLED

ONLY AFTER APPROVAL OF FINAL LOCATIONS BY THE CONTRACTING OFFICER.

4. REMOVE EXISTING "NO PARKING" SIGNS UNLESS NOTED OTHERWISE. ALL PROPOSED "NO

PARKING" SIGNS SHALL BE INSTALLED AT 45 DEGREE ANGLE TO THE BACK OF THE CURB.

5. STREET WIDTH MEASUREMENTS ARE FROM FACE OF CURB TO FACE OF CURB. LANES ARE

MEASURED FROM CENTER OF MARKING TO CENTER OF MARKING.

6. CONTRACTOR TO NOTIFY CONTRACTING OFFICER TO APPROVE MARKING LAYOUT 48 HOURS

PRIOR TO INSTALLATION OF PERMANENT MARKINGS. NOTICE SHALL ALSO BE GIVEN

ARLINGTON COUNTY CONTACT DENNIS HOWELL OR HIS DESIGNEE AT (703) 228-6598 OR

(571) 437-1077.

7. STOP BARS SHALL BE A MINIMUM OF 4' IN ADVANCE OF A MARKED CROSSWALK. IF THERE IS

NO MARKED CROSSWALK, STOP BAR SHOULD BE NO MORE THAN 30' FROM THE NEAREST

EDGE OF THE INTERSECTING TRAVELED WAY.

8. ALL MARKINGS SHALL BE THERMOPLASTIC PER ARLINGTON COUNTY MARKING STANDARDS.

9. CROSSWALKS SHALL BE 10' WIDE UNLESS OTHERWISE NOTED.

10. LEFT TURN ARROWS SHALL BE LOCATED 25' BACK FROM STOP BAR. FOR ADDITIONAL

ARROWS FOLLOW COUNTY MARKING STANDARDS.

11. EDGE LINES ARE REQUIRED ONLY WHERE SHOWN ON THE PLANS.

12. PAVEMENT LINE MARKINGS SHALL ALIGN PROPERLY WITH EXISTING MARKINGS AT THE

LIMITS OF THE PROJECT.

13. CONTACT THE CONTRACTING OFFICER, ARLINGTON COUNTY D.E.S., ARLINGTON COUNTY

POLICE DEPT., AND DANIELLE FREY-VALENTINE (ATS) AT 631-865-1428 TWO WEEKS PRIOR

TO REMOVAL OF RED LIGHT CAMERA EQUIPMENT.

14. THE CONTRACTOR SHALL COORDINATE REMOVAL AND SALVAGE PROTOCOLS OF ALL

EXISTING BUS STOP EQUIPMENT AND ASSOCIATED SIGNS WITH ARLINGTON COUNTY

TRANSIT 2 WEEKS PRIOR TO SCHEDULED REMOVAL. COUNTY TRANSIT CONTACT: DIANE

TRENT, (703)-228-3049

PAVEMENT MARKING LEGEND

PAVEMENT MARKING TYPE DESCRIPTION

TYPE B CLASS 1: WHITE 4" WIDTH......................................................PARKING LANES, EDGE LINES, LANE LINES

TYPE B CLASS 1: WHITE 4" WIDTH, 10' LONG, 30' SPACING..................DASHED LANE LINES

TYPE B CLASS 1: WHITE 4" WIDTH, 2' LONG, 6' SPACING.....................LANE TRANSITIONS, TURN LANE SKIPS

TYPE B CLASS 1: WHITE 24" WIDTH....................................................STOP BARS

TYPE B CLASS 1: WHITE 24" WIDTH....................................................HIGH VISIBILITY CROSSWALKS

TYPE B CLASS 1: WHITE 6" WIDTH......................................................TURN LANES, TRANSVERSE CROSSWALKS, GORE MARKINGS

TYPE B CLASS 1: YELLOW 4" WIDTH, 10' LONG, 30' SPACING................DIVIDED TRAFFIC, TWO WAY TURN LANES

TYPE B CLASS 1: YELLOW 4" WIDTH....................................................EDGE LINES

TYPE B CLASS 1: YELLOW 4" WIDTH, DOUBLE LINE, 4" SPACING..........CENTERLINES

TYPE B CLASS 1: WHITE 6" WIDTH, 10' SPACING @45 DEGREE.............HATCH LINES, SAFETY ZONES

TYPE B CLASS 1: WHITE SINGLE ARROW..............................................TURN LANES

TYPE B CLASS 1: WHITE COMBINATION ARROW...................................TURN LANES

TYPE B CLASS 1: WHITE 8' LETTERS....................................................PAVEMENT LETTERS (STOP, YIELD, BUS, ONLY, etc.)

TYPE B CLASS 1: WHITE 6" WIDTH, 2' LONG, 10' SPACING....................LANE TRANSITIONS, TURN LANE SKIPS

TYPE B CLASS 1: WHITE 12" WIDTH, 20' SPACING @45 DEGREE...........GORE MARKINGS

TYPE B CLASS 1: YELLOW 12" WIDTH, 20' SPACING @45 DEGREE.........GORE MARKINGS

TYPE B CLASS 1: WHITE PAVEMENT MARKING SYMBOL.........................BIKE LANE SYMBOL, BIKE SHARROW SYMBOL

TYPE B CLASS 1: WHITE 24"x36" YIELD SYMBOL/LINE ..........................YIELD BARS

TYPE B CLASS 1: YELLOW 4" WIDTH, 3' LONG, 9' SPACING....................CYCLE TRACK CENTER LINES

TYPE B CLASS 1: WHITE HANDICAP PARKING SYMBOL..........................HANDICAP PARKING SPACES

TYPE B CLASS 1: WHITE 12" WIDTH.....................................................GORE MARKINGS

TYPE B CLASS 1: YELLOW 6" WIDTH.....................................................INTERCHANGE RAMPS GORE MARKINGS

SIGN LEGEND

EXISTING SIGN TO REMAIN OR TO BE RELOCATED

EXISTING SIGN TO BE REMOVED

PROPOSED SIGN PANEL

SIGN LABELS

EXISTING SIGN TO BE RELOCATED

NEW LOCATION

EXISTING LOCATION

PROPOSED SIGN

NEW LOCATION

HIGH VISIBILITY CROSSWALK

(1) 12' WIDTH TO BE IMPLEMENTED AT

COLUMBIA PIKE/JOYCE STREET

EXIST.

SYMBOLS

PROP.

FIRE HYDRANT

PAVEMENT MARKING DETAIL

S T E

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S a r t o f

T r a n s p o r t a t i

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2F

S T E

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S a r t o f

T r a n s p o r t a t i

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V I

04/23/2021

2F(1)

ColumbiaPike

S T E

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L

I S d e r a i s t r a t i

S a r t o f

T r a n s p o r t a t i

R

I R C

E R L

V I

04/23/2021

2F(2)

Sheets and Views

2F(2) SIGN DETAILS