PLAN

ABUTMENT AABUTMENT B

DEVELOPED SECTION ALONG RTE. 613

o

As per VDOT Inspection Report*

Exp.

Fix.

LC

rail

Face of

rail

Face of

Rte. 50pavement

Edge ofpavement

Edge of

oo

Sta. 1+02.00

Sta. 0+57.76

End of slab

Beginning of bridge

Sta. 1+45.70

End of slab

End of bridge

Sta. 1+45.70

Abutment B

End of slab

Sta. 0+57.76

Abutment A

End of slab

Finished grade

Finished grade

min. cl.

Point of

along Rte. 613

Exist. profile

LC

wall typ.

Exist. retaining

wall typ.

retaining

Exist.

Elev. 393.91

Elev. 392.25

Elev. 390.71

sidewalk curb

Face of

sidewalk curb

Face of

sidewalk curb

Face of

*

to be removed

3 utility conduits

wall

New vertical

LB Rte. 613 & P.G.L.

LC

PROJ. 0613-029-380, B647

FAIRFAX COUNTY - 0.03 MI. INT. RTE. 7

ARLINGTON BLVD. (ROUTE 50)

WILSON BLVD. (ROUTE 613) OVER

PROPOSED BRIDGE REPAIRS ON

DEPARTMENT OF TRANSPORTATION

COMMONWEALTH OF VIRGINIA

36’-

6"

Sid

ewalk

5’-

0"

EB

L

Road

way

25’-

6"

Sid

ewalk

6’-

0"

87’-11�"

Scale: �" = 1’-0"

Measured along RTe. 613

87’-11�"

32 -55’-4.57" 33 -31’-18" 32 -13’-21"

min.

vert.

cl.

15’-

1"

WBL

Rte. 50

Wilson Blvd.

Wilson Blvd.

Scale: �" = 1’-0"

WILSON BLVD.

(R

OU

TE 7)

LE

ES

BU

RG

PIK

E

LC

Wilson Blvd. Bridge (80ft span) - General Plan & Elevation

Fairfax County, Arlington County, and City of Falls Church, VAEB Wilson Blvd. (Rte. 613) over Arlington Blvd. (Rte. 50)

To Roosevelt Blvd.

EBL

Rte. 50

(Below) (Below)

Eastbound

Rte. 50Westbound

Rte. 50

Virginia Department

of Transportation

April 3, 2018

Face of railFace of rail

7�" min.

conc. slab

typ.

BR27C railing

Ref. line "X"

Long. deck jointRef. line "Y"

Long. deck joint

12

3

sidewalk curb

Face ofsidewalk curb

Face of

1% slope 1% slope

1% slope 1% slope

C15 diaphragm typ.

fence typ.

Pedestrian

28" web, typ.

Steel plate girder

Rte. 613 & P.G.L.LB

Scale: 5/8" = 1’-0"

C15 diaphragm typ.

36WF typ.

30WF typ.

P.G.L.

Rte. 613LC

finished grade

Point of

�" per ft.�" per ft.

7�" min.

conc. slab

overlay

1�" LMC-VE

existing curb

Face oftyp.

Railing

Exist.

�" pitch

sidewalk curb

Face of existingexisting rail

Face of

35’-10"

8"Curb

1’-6"

2 lanes @ 14’-0"

28’-0"

Existing sidewalk

5’-0"8"

9"

9"

3’-11�" 6’-6" 6’-6" 6’-6" 6’-6" 5’-5�"

38’-2"

10" 10"

Scale: 5/8" = 1’-0"

Sidewalk

5’-0"

Sidewalk

6’-0"

8’-

4"

6"

CIP sidewalk typ.

diaphragm

Middle

finished grade

Point of

diaphragm

Middle

3’-4" 6’-5" 4’-2" 8’-10" 4’-2" 7’-10" 3’-5"

6"

Curb-to-curb

25’-6"

35’-5�"

38’-2"

Wilson Blvd. Bridge (80ft span) - Typical Sections

Fairfax County, Arlington County, and City of Falls Church, VAEB Wilson Blvd. (Rte. 613) over Arlington Blvd. (Rte. 50)

EXISTING TYPICAL SECTION

PROPOSED TYPICAL SECTION

Virginia Department

of Transportation

April 3, 2018

Virginia Department

of Transportation

April 3, 2018

Roosevelt B

lvd

N. Roosevelt Street

Wilson Blvd

Thorn

e R

oad

Leesburg Pike (Route 7)

Patrick Henry Drive

N

Driv

ePeyto

n R

andolp

h

Willston DriveDriv

eJohn M

ars

hall

LEGEND:

Arlington

Blvd (R

oute 50) W

B

Arlington Blvd (Route 50) WB

Arlington Blvd (Route 50) EB

Arlin

gton Blvd (R

oute 50) E

B

Wils

on Blvd

Sleepy H

ollo

w R

oad

East Broad Street (Route 7)

Hillwood Avenue

SIgnalized Intersection

Potential Secondary Detours

Proposed Wilson Blvd Detour

Proposed Route 50 Detour

Road Closed

REGIONAL DIVERSION ROUTES

Drive

Patric

k H

enry

Fairfax County, Arlington County, and City of Falls Church, VAEB Wilson Blvd. (Rte. 613) over Arlington Blvd. (Rte. 50)

Proposed Detour During Bridge Closure Weekend

Bridge to be Closed

ClosedBridge to be