PLANS PREPARED FOR

N

KEY MAP

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH:

DHV

%Truck

V (MPH) 35

SPECIFICATIONS:

e(max)

C/A None

NOT TO SCALE

Know what'sbelow.

Callbefore you dig.

R

U.S. Department of Transportation

Administration

Federal Highway

LANE MILES:

40% PLANS

 

STATE PROJECT

NUMBER

SHEET

 

 

BRIDGE:

WIDTH

44'

ROAD: WIDTH SURFACE BASE SUBGRADE

Project Manager Lead Designer

N/A

Thomas Schifflet, EFLHD

FAIRFAX COUNTY, VA

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ATE

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PLANS AND PROFILES FOR PROPOSED

0

SCALE

1,000' 2,000'

286

235

611

1

FAIRFAX COUNTY

BELVOIR

FORT

SEE SHEET 1B FOR INDEX OF SHEETS

Mt Vernon Road

Mt Vernon Memorial Highway

Kingman Road

Fairfax County Parkway

24'

44'

45

None

4% 4%

PLANS PREPARED BY

PROJECT LIMITS:

to 0.137 miles E of John J Kingman Road

From 0.182 miles W of John J Kingman Road 

to 0.133 miles N of Fairfax County Parkway

From Fairfax County Parkway

to 0.401 miles S of Mt Vernon Road

From Mt Vernon Road

to 340 feet W of Mt Vernon Memorial Highway

From Mt Vernon Memorial Highway

0.917 Miles

2.17 Miles

FHWA CODE:

ENTRANCES TO FORT BELVOIR

INTERSECTION IMPROVEMENTS AT KINGMAN AND WALKER GATE 

VA 01

FB_KNGMN/WLKR GTS

PROJECT VA ST 

AUGUST 2020

Mount Vernon Memorial Highway - FHWA 534 DATA 43004

Fairfax County Parkway - FHWA 534 DATA 43104

N

VA ST FB_KNGMN/WLKR GTS

PROJECT 

DHV

%Truck

V (MPH)

53/47

1%

55

DESIGN DESIGNATION:

e(max)

C/A None

23,000

DHV

%Truck

D

V (MPH)

59/41

1%

45

e(max)

C/A None

14,000

(Route 235)

Mt Vernon Memorial Highway 

4% 4%

(Route 286)

Fairfax County Parkway 

Kingman Road Mt Vernon Road

D

D

69.5' 18,690

21,680

30,800

2,300

replacing guardrail

gutter, storm sewer improvements, removing and 

Roadway widening for turn lanes, adding curb and 

"VDOT Road and Bridge Specifications", April 2020

WLKR GTS

VA ST FB_KNGMN / 

DHV

%Truck

V (MPH)

e(max)

C/A

D

FUNCTIONAL CLASSIFICATIONS:

AADT (2019)

AADT (2040)

AADT (2018)

AADT (2040)

AADT (2019)

AADT (2026)

AADT (2018)

AADT (2040)

1,869

15,550

1,400

6,750

7,480

675

VA ST FB_KNGMN/WLKR GTS

ASPHALT AGGREGATE EXISTING

ASPHALT AGGREGATE EXISTING

ASPHALT AGGREGATE EXISTING

ASPHALT AGGREGATE EXISTING

DEPARTMENT OF TRANSPORTATION

VIRGINIA

KINGMAN AND WALKER GATES

FORT BELVOIR

Mt Vernon Road - Urban Collector

Mt Vernon Memorial Highway (Route 235) - Urban Principal Arterial, VDOT GS-5

Kingman Road - Urban Collector

Fairfax County Parkway (Route 286) - Urban Principal Arterial, VDOT GS-5

Fairfax County Parkway (0.319 mi)

Kingman Road (0.133 mi)

(0.401 mi)

Mt Vernon Memorial Highway

Mt Vernon Road (340 ft)

WSP USA

UNKNOWN

UNKNOWN

UNKNOWN

UNKNOWN
INDEX OF SHEETS

1 TITLE SHEET

SHEET NO. DESCRIPTION STATIONS

3

3A

4

4A

5

5A

6

6A

7

7A

2A(1) - 2A(4)

1B INDEX OF SHEETS

* NOT INCLUDED IN THIS SUBMISSION

*1A LOCATION MAP

TYPICAL SECTIONS - KINGMAN GATE

TYPICAL SECTIONS - WALKER GATE

PLAN SHEET - KINGMAN GATE

PLAN SHEET - KINGMAN GATE

PLAN SHEET - KINGMAN GATE

PLAN SHEET - KINGMAN GATE

PROFILE SHEET - KINGMAN GATE

PROFILE SHEET - KINGMAN GATE

PROFILE SHEET - KINGMAN GATE

PROFILE SHEET - KINGMAN GATE

8

8A

9

9A

10

PROFILE SHEET - WALKER GATE

PROFILE SHEET - WALKER GATE

PROFILE SHEET - WALKER GATE

PROFILE SHEET - WALKER GATE

PLAN SHEET - WALKER GATE

PLAN SHEET - WALKER GATE

PLAN SHEET - WALKER GATE

PLAN SHEET - WALKER GATE

10A

100+00.00 to 107+00.00

100+00.00 to 107+00.00

202+25.00 to 209+70.29

300+00.00 to 304+75.00 / 400+00.00 to 406+00.00

300+00.00 to 304+75.00

318+25.00 to 325+00.00

318+25.00 to 325+00.00

304+75.00 to 311+50.00

304+75.00 to 311+50.00

311+50.00 to 318+25.00

311+50.00 to 318+25.00

113+75.00 to 119+03.29

113+75.00 to 119+03.29

107+00.00 to 113+75.00 / 200+00.00 to 202+25.00

107+00.00 to 113+75.00

202+25.00 to 209+70.29

1G

1H

ALIGNMENT DATA SHEET - KINGMAN GATE

ALIGNMENT DATA SHEET - WALKER GATE

4B PROFILE SHEET - KINGMAN GATE 200+00.00 to 202+25.00

ROW DATA SHEET

REVISION

*1C

*1D

*1J

*1K

*IL

*1M

*1N

UNDERGROUND TEST HOLE INFO

TRANSPORTATION MANAGEMENT PLAN AND MAINTENANCE OF TRAFFIC

GEOMETRY PLAN - KINGMAN GATE

GEOMETRY PLAN - WALKER GATE

EROSION CONTROL NARRATIVE

2B(1) - 2B(2)

*2D

*2C

*2E

*2F

CG-12 DETAILS - KINGMAN GATE

CG-12 DETAILS - WALKER GATE

ROADSIDE DEVELOPMENT SHEET

STORMWATER POLLUTION PREVENTION PLAN

*12

*13

*14

DRAINAGE DESCRIPTIONS - KINGMAN GATE

DRAINAGE DESCRIPTIONS - WALKER GATE

*11

SIGNING AND PAVEMENT MARKING PLAN - KINGMAN GATE

SIGNING AND PAVEMENT MARKING PLAN - WALKER GATE

X-1 - X-25 CROSS SECTIONS - FAIRFAX COUNTY PARKWAY (ROUTE 286)

CROSS SECTIONS - KINGMAN ROAD

CROSS SECTIONS - MT VERNON MEMORIAL HIGHWAY (ROUTE 235)

X-26 - X-33

X-34 - X-62

*2 GENERAL NOTES

*15

*16

TRAFFIC SIGNAL PLAN - KINGMAN GATE

TRAFFIC SIGNAL PLAN - WALKER GATE

VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK01B.dgn

22:49:03 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

SURVEYED BY, DATE

PROJECT MANAGER

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

EASTERN FEDERAL LANDS HIGHWAY DIVISON

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

1B

1B

KINGMAN AND WALKER GATES

INDEX OF SHEETS

286

235

CONSTRUCTION. 

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 
POT100+00.00

100

PC102+18.50

PT102+96.11

105

PC106+68.93

PT108+15.95

110

PC112+57.36

PT113+57.92

115

PC117+12.16

PT119+03.29

Curve 286_BL_3

PI = 102+57.31

T = 38.81'

L = 77.61'

R = 4,220.00'

PC = 102+18.50

PT = 102+96.11

Curve 286_BL_6

PI = 107+42.45

T = 73.51'

L = 147.01'

R = 4,220.00'

PC = 106+68.93

PT = 108+15.95

Curve 286_BL_9

PI = 113+07.64

T = 50.28'

L = 100.56'

R = 8,000.00'

PC = 112+57.36

PT = 113+57.92

Curve 286_BL_12

PI = 118+07.73

T = 95.57'

L = 191.13'

R = 9,494.02'

PC = 117+12.16

PT = 119+03.29

Curve KINGMAN_BL_3

PI = 202+97.29

T = 47.71'

L = 95.40'

R = 2,259.07'

PC = 202+49.58

PCC =203+44.98

Curve KINGMAN_BL_4

PI = 206+11.20

T = 266.22'

L = 527.66'

R = 1,609.95'

PCC =203+44.98

PT = 208+72.65

POT200+00.0

2

0

00

PC202+49.58

PCC203+44.98

205

PT208+72

.65

POT209+70

.29

286_BL

KINGMAN_BL

0

SCALE

100' 200'

 

Ending chain 286_BL description 

=============================================================================== 

Chord Bear = S 57° 11' 02.72" E 

Ahead = S 56° 36' 26.50" E 

Back = S 57° 45' 38.95" E 

C.C. N 6,939,151.3398 E 11,858,207.9412 

P.T. Station 119+03.29 N 6,947,078.0766 E 11,863,433.2003 

P.C. Station 117+12.16 N 6,947,181.6564 E 11,863,272.5739 

Mid. Ord. = 0.4810 

Long Chord = 191.1272 

External = 0.4810 

Radius = 9,494.0239 

Length = 191.1305 

Tangent = 95.5685 

Degree = 0° 36' 12.58" 

Delta = 1° 09' 12.45" (RT) 

P.I. Station 118+07.73 N 6,947,130.6749 E 11,863,353.4084 

Curve 286_BL_12 

 *----------* 

 Curve Data 

 

Course from PT 286_BL_9 to PC 286_BL_12 S 57° 45' 38.95" E Dist 354.2404 

Chord Bear = S 57° 24' 02.60" E 

Ahead = S 57° 45' 38.95" E 

Back = S 57° 02' 26.26" E 

C.C. N 6,954,137.2561 E 11,867,240.5858 

P.T. Station 113+57.92 N 6,947,370.6276 E 11,862,972.9473 

P.C. Station 112+57.36 N 6,947,424.8038 E 11,862,888.2320 

Mid. Ord. = 0.1580 

Long Chord = 100.5571 

External = 0.1580 

Radius = 8,000.0000 

Length = 100.5578 

Tangent = 50.2796 

Degree = 0° 42' 58.31" 

Delta = 0° 43' 12.69" (LT) 

P.I. Station 113+07.64 N 6,947,397.4495 E 11,862,930.4194 

Curve 286_BL_9 

 *----------* 

 Curve Data 

 

Course from PT 286_BL_6 to PC 286_BL_9 S 57° 02' 26.26" E Dist 441.4174 

Chord Bear = S 56° 02' 33.42" E 

Ahead = S 57° 02' 26.26" E 

Back = S 55° 02' 40.57" E 

C.C. N 6,951,205.7730 E 11,864,813.7244 

P.T. Station 108+15.95 N 6,947,664.9544 E 11,862,517.8578 

P.C. Station 106+68.93 N 6,947,747.0681 E 11,862,395.9237 

Mid. Ord. = 0.6402 

Long Chord = 147.0054 

External = 0.6403 

Radius = 4,220.0000 

Length = 147.0129 

Tangent = 73.5139 

Degree = 1° 21' 27.79" 

Delta = 1° 59' 45.68" (LT) 

P.I. Station 107+42.45 N 6,947,704.9492 E 11,862,456.1755 

Curve 286_BL_6 

 *----------* 

 Curve Data 

 

Course from PT 286_BL_3 to PC 286_BL_6 S 55° 02' 40.57" E Dist 372.8229 

Chord Bear = S 55° 34' 17.26" E 

Ahead = S 55° 02' 40.57" E 

Back = S 56° 05' 53.94" E 

C.C. N 6,944,501.9678 E 11,859,672.5578 

P.T. Station 102+96.11 N 6,947,960.6727 E 11,862,090.3586 

P.C. Station 102+18.50 N 6,948,004.5505 E 11,862,026.3451 

Mid. Ord. = 0.1784 

Long Chord = 77.6079 

External = 0.1784 

Radius = 4,220.0001 

Length = 77.6090 

Tangent = 38.8056 

Degree = 1° 21' 27.79" 

Delta = 1° 03' 13.37" (RT) 

P.I. Station 102+57.31 N 6,947,982.9060 E 11,862,058.5536 

Curve 286_BL_3 

 *----------* 

 Curve Data 

 

Course from 12 to PC 286_BL_3 S 56° 05' 53.94" E Dist 218.5017 

Point 12 N 6,948,126.4242 E 11,861,844.9896 Sta 100+00.00 

=============================================================================== 

Feature: - 25 Scale Baselines 

Beginning chain 286_BL description 

 12 CUR 286_BL_3 CUR 286_BL_6 CUR 286_BL_9 CUR 286_BL_12 

Chain 286_BL contains: 

Fairfax County Parkway (Route 286) Baseline - 286_BL 

 

Ending chain KINGMAN_BL description 

===============================================================================

Point 9 N 6,948,130.9290 E 11,863,517.1437 Sta 209+70.29 

Course from PT KINGMAN_BL_4 to 9 N 58° 58' 56.51" E Dist 97.6478 

Chord Bear = N 49° 35' 34.85" E 

Ahead = N 58° 58' 56.51" E 

Back = N 40° 12' 13.19" E 

C.C. N 6,946,700.8673 E 11,864,263.0704 

P.T. Station 208+72.65 N 6,948,080.6109 E 11,863,433.4587 

P.C. Station 203+44.98 N 6,947,740.1023 E 11,863,033.4613 

Mid. Ord. = 21.5693 

Long Chord = 525.3037 

External = 21.8622 

Radius = 1,609.9528 

Length = 527.6623 

Tangent = 266.2185 

Degree = 3° 33' 31.85" 

Delta = 18° 46' 43.32" (RT) 

P.I. Station 206+11.20 N 6,947,943.4280 E 11,863,205.3071 

Curve KINGMAN_BL_4 

 *----------* 

 Curve Data 

 

Chord Bear = N 38° 59' 37.92" E 

Ahead = N 40° 12' 13.19" E 

Back = N 37° 47' 02.65" E 

C.C. N 6,946,281.8554 E 11,864,758.8398 

P.T. Station 203+44.98 N 6,947,740.1023 E 11,863,033.4613 

P.C. Station 202+49.58 N 6,947,665.9614 E 11,862,973.4363 

Mid. Ord. = 0.5036 

Long Chord = 95.3933 

External = 0.5037 

Radius = 2,259.0739 

Length = 95.4004 

Tangent = 47.7073 

Degree = 2° 32' 10.50" 

Delta = 2° 25' 10.53" (RT) 

P.I. Station 202+97.29 N 6,947,703.6657 E 11,863,002.6660 

Curve KINGMAN_BL_3 

 *----------* 

 Curve Data 

 

Course from 8 to PC KINGMAN_BL_3 N 37° 47' 02.65" E Dist 249.5841 

Point 8 N 6,947,468.7087 E 11,862,820.5193 Sta 200+00.00 

===============================================================================

Feature: - 25 Scale Baselines 

Beginning chain KINGMAN_BL description 

 8 CUR KINGMAN_BL_3 CUR KINGMAN_BL_4 9 

Chain KINGMAN_BL contains: 

John J Kingman Road Baseline = KINGMAN_BL 

286_BL_6

286_BL_3

286_BL_9

286_BL_12

KINGMAN_BL_3

KINGMAN_BL_4

KINGMAN_BL Sta. 200+00.00

286_BL Sta. 111+76.66 =

E = Match Existing

V = 55 mph

V = 55 mph

E = Match Existing

V = 55 mph

E = Match Existing

V = 35 mph

E = Match Existing

V = 35 mph

E = Match Existing

V = 55 mph

E = Match Existing

VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK01G.dgn

22:49:09 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

SURVEYED BY, DATE

PROJECT MANAGER

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

EASTERN FEDERAL LANDS HIGHWAY DIVISON

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

1G

1G

KINGMAN GATE

ALIGNMENT

DATA SHEET

CONSTRUCTION. 286

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 
POT400+00

.00

400

405

POT406+00

.00

MVMH_BL

MVR_BL

0

SCALE

100' 200'

Curve MVMH_BL_3

PI = 306+56.13

T = 569.78'

L = 1,103.60'

R = 1,799.00'

PC = 300+86.36

PCC =311+89.95

Curve MVMH_BL_4

PI = 314+28.52

T = 238.57'

L = 476.57'

R = 4,000.00'

PCC =311+89.95

PT = 316+66.53

Curve MVMH_BL_7

PI = 322+56.72

T = 27.67'

L = 55.35'

R = 3,000.00'

PC = 322+29.04

PT = 322+84.39

POT300+00.00

300

PC300+86.36

305

310

PCC311+89.95

3

15

PT3

16+66.53

320

PC322+29.04

PT322+84.39

325

POT325+00.00

MVMH_BL_3

MVMH_BL_4

MVMH_BL_7

Ending chain MVMH_BL description 

=============================================================================== 

 

Point 33 N 6,943,908.9329 E 11,876,087.6907 Sta 325+00.00 

Course from PT MVMH_BL_7 to 33 S 73° 06' 27.28" E Dist 215.6151 

Chord Bear = S 73° 38' 09.92" E 

Ahead = S 73° 06' 27.28" E 

Back = S 74° 09' 52.57" E 

C.C. N 6,941,101.0294 E 11,875,009.6520 

P.T. Station 322+84.39 N 6,943,971.5854 E 11,875,881.3790 

P.C. Station 322+29.04 N 6,943,987.1781 E 11,875,828.2760 

Mid. Ord. = 0.1276 

Long Chord = 55.3449 

External = 0.1276 

Radius = 3,000.0000 

Length = 55.3457 

Tangent = 27.6736 

Degree = 1° 54' 35.49" 

Delta = 1° 03' 25.29" (RT) 

P.I. Station 322+56.72 N 6,943,979.6267 E 11,875,854.8994 

Curve MVMH_BL_7 

 *----------* 

 Curve Data 

 

Course from PT MVMH_BL_4 to PC MVMH_BL_7 S 74° 09' 52.57" E Dist 562.5166 

Chord Bear = S 70° 45' 04.98" E 

Ahead = S 74° 09' 52.57" E 

Back = S 67° 20' 17.40" E 

C.C. N 6,947,988.8696 E 11,876,378.6049 

P.T. Station 316+66.53 N 6,944,140.6747 E 11,875,287.1072 

P.C. Station 311+89.95 N 6,944,297.6931 E 11,874,837.4405 

Mid. Ord. = 7.0955 

Long Chord = 476.2929 

External = 7.1081 

Radius = 3,999.9964 

Length = 476.5747 

Tangent = 238.5696 

Degree = 1° 25' 56.62" 

Delta = 6° 49' 35.17" (LT) 

P.I. Station 314+28.52 N 6,944,205.7743 E 11,875,057.5913 

Curve MVMH_BL_4 

 *----------* 

 Curve Data 

 

Chord Bear = S 49° 45' 50.88" E 

Ahead = S 67° 20' 17.40" E 

Back = S 32° 11' 24.36" E 

C.C. N 6,945,957.8012 E 11,875,530.5798 

P.T. Station 311+89.95 N 6,944,297.6931 E 11,874,837.4405 

P.C. Station 300+86.36 N 6,944,999.4198 E 11,874,008.1127 

Mid. Ord. = 83.9636 

Long Chord = 1,086.3724 

External = 88.0743 

Radius = 1,799.0000 

Length = 1,103.5956 

Tangent = 569.7792 

Degree = 3° 11' 05.53" 

Delta = 35° 08' 53.03" (LT) 

P.I. Station 306+56.13 N 6,944,517.2242 E 11,874,311.6511 

Curve MVMH_BL_3 

 *----------* 

 Curve Data 

 

Course from 32 to PC MVMH_BL_3 S 32° 11' 24.36" E Dist 86.3553 

Point 32 N 6,945,072.5011 E 11,873,962.1086 Sta 300+00.00 

=============================================================================== 

Feature: - 25 Scale Baselines 

Beginning chain MVMH_BL description 

 32 CUR MVMH_BL_3 CUR MVMH_BL_4 CUR MVMH_BL_7 33 

Chain MVMH_BL contains: 

 

Mt Vernon Memorial Highway (Route 235) Baseline - MVMH_BL 

 

Ending chain MVR_BL description 

=============================================================================== 

Point 29 N 6,944,968.8801 E 11,874,139.9154 Sta 406+00.00 

Course from 28 to 29 N 54° 26' 46.09" E Dist 313.0788 

Point 28 N 6,944,786.8347 E 11,873,885.2041 Sta 402+86.92 

Course from 27 to 28 N 54° 26' 46.09" E Dist 286.9212 

Point 27 N 6,944,619.9992 E 11,873,651.7739 Sta 400+00.00 

=============================================================================== 

Feature: - 25 Scale Baselines 

Beginning chain MVR_BL description 

 27 28 29 

Chain MVR_BL contains: 

 

Mt Vernon Road Baseline - MVR_BL 

MVR_BL Sta. 405+07.43

MVMH_BL Sta. 301+87.90 =

E = Match Existing

V = 50 mph

V = 50 mph

E = 2.3%

E = Match Existing

V = 50 mph

VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK01H.dgn

22:49:16 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

SURVEYED BY, DATE

PROJECT MANAGER

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

EASTERN FEDERAL LANDS HIGHWAY DIVISON

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

1H

1H

WALKER GATE

ALIGNMENT

DATA SHEET

CONSTRUCTION. 235

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 
12ft 12ft 12ft

Existing Paved Shoulder

6ft

Paved Shoulder

Existing

CrossSlope

ExtendExisting

BL

Proposed Paved Shoulder Proposed Fill Slope

4ft - 20.5ft

Varies

Varies 14ft to 12ft 12ft

2%

2:1

Proposed CG-7

Varies 0ft - 33ft 12ft 12ft

Proposed Triple Left Turn Taper

4ft

2:1

Sta. 102+18.50 to Sta. 106+09.45

Sta. 103+84.45 to Sta. 106+09.45

12ft 12ft

Existing Paved Shoulder

4ft

12ft 12ft

2" Mill & Overlay

12ft 12ft

Existing Paved Shoulder

4ft

11ft 11ft 11ft

Proposed Left Turn Lane Proposed Left Turn Lane Proposed Left Turn Lane

10ft - 11.5ft

Varies

2%

3:1

4ft

0ft - 1.5ft

Varies

0ft - 8ft

Varies

Turn Taper

Dual Left 

Existing 

Varies 0ft - 5ft

Turn Lane Taper

Existing Right

5ft - 12ft

Varies

Varies 8ft - 23ft

Existing Dual Left Turn Taper

Proposed CG-3

0ft - 1.5ft

Varies

12ft 12ft 12ft 12ft 12ft

Existing Left Turn Lane Existing Left Turn Lane Existing Right Turn Lane

11ft 11ft 11ft 12ft 12ft

Proposed Left Turn Lane Proposed Left Turn Lane Proposed Left Turn Lane

1ft

Shy Line

Proposed

1ft

Shy Line

Proposed

Sta. 107+32.44 to Sta. 111+12.68

6ft

Fill Slope

Proposed

Fill Slope

Proposed

Not to Scale

A B C

ROADWAY PAVEMENT SECTION

ROUTE 286

FAIRFAX COUNTY PARKWAY

D

PGL

2" Mill & Overlay

2" Mill & Overlay

2" Mill & Overlay

PGL

PGL

PGL

Shoulder

Graded

Proposed

Shoulder

Paved

Proposed

Geometric Design Standard: GS-5

Design Speed: 55 mph

Posted Speed: 50 mph

Fairfax County Parkway (Route 286 EB)

BL

Sta. 106+09.45 to Sta. 111+12.68

2%

2:1

Proposed CG-7

Existing Curb

CrossSlope

ExtendExisting

0ft - 32.5ft

Varies

Varies 0ft - 12.5ft

2" Mill & Overlay

Fill Slope

Proposed

Existing Travel Lane Existing Travel Lane

Proposed Travel Lane Proposed Travel Lane

Proposed Travel Lane

Existing Travel Lane

Proposed Travel Lane

Existing Travel Lane

Existing Travel Lane Existing Travel Lane

Proposed Travel Lane Proposed Travel Lane

Existing Travel Lane Existing Travel Lane

Proposed Travel Lane Proposed Travel Lane

Proposed Widening

Proposed Widening

1ft

1ft

Sawcut

Sawcut

Proposed Widening

1ft

Sawcut

Proposed Widening

1ft

Sawcut

Proposed Widening

1ft

Sawcut

Varies 10ft - 16ft

Varies 10ft - 16ft

Varies 12.5ft - 7.5ft

Varies 22.5ft - 0ft

Varies 4.5ft - 23ft

ROW

Existing 

with 9ft Posts

Proposed GR 

be Removed

Existing GR to 

Existing Right-of-Way

Varies 29ft - 33.5ft

be Removed

Existing GR to 

9ft Posts

Proposed GR with 

Existing Right-of-Way

Varies 26ft - 63ft

ROW

Existing 

Existing Crown Line

Existing Crown Line

Existing Crown Line

Existing Crown Line

CrossSlope

ExtendExisting

Bench

Full Depth Pavement

Full Depth Pavement

Full Depth Pavement

Full Depth Pavement

Full Depth Pavement

TurnLaneCrossSlope)

(toMatchExistingLeft

0.5%

& Taper

Existing Right Turn Lane

0 5' 10'

SCALE

286_BL

FAIRFAX COUNTY PARKWAY

286_BL

FAIRFAX COUNTY PARKWAY

& Taper, Shoulder

Proposed Right Turn Lane

PAVEMENT LEGEND

D 6" Aggregate Base Material (Type 1, No.21B)

C 6" Asphalt Concrete Base Material (Type BM-25.0A)

B 4" Asphalt Concrete (Type IM-19.0A)

A 2" Asphalt Concrete (Type SM-9.5D), EST 238 LB/SY

Full pavement recommendations to follow in subsequent stages.

* Pavement estimated based on preliminary results of pavement cores. 

2. See profile for spline grades along baseline.

1. All widening to be performed according to VDOT Standard WP-2.

Notes

VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK02A(1).dgn

22:50:06 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

SURVEYED BY, DATE

PROJECT MANAGER

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

EASTERN FEDERAL LANDS HIGHWAY DIVISON

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

2A(1)

2A(1)

KINGMAN GATE

TYPICAL SECTIONS

FAIRFAX COUNTY PARKWAY

CONSTRUCTION. 286

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 
12ft 12ft 12ft

Existing Paved Shoulder

BL

Sta. 112+64.99 to Sta. 115+87.55

12ft 12ft

Paved Shoulder

Proposed

0ft - 6.5ft

Varies

Proposed Fill Slope

9ft - 4ft

Varies

2%

2:1

Proposed GR with 9ft Posts

CG-7

Proposed 

12ft 12ft 12ft

Existing Paved Shoulder

BL

Sta. 115+87.55 to Sta. 119+03.29

4ft - 0ft 12ft 12ft

Varies

CrossSlope

ExtendExisting

Paved Shoulder

Proposed

2%

2:1

Proposed GR with 9ft Posts

Existing GR to be Removed

Existing GR to be Removed

8ft - 12ft

Varies

2ft - 29ft

Varies

Proposed Fill Slope

1.5ft - 28ft

Varies

Not to Scale

A B C

ROADWAY PAVEMENT SECTION

ROUTE 286

FAIRFAX COUNTY PARKWAY

D

CrossSlope

ExtendExisting

PGL

2" Mill and Overlay

2" Mill and Overlay

PGL

Geometric Design Standard: GS-5

Design Speed: 55 mph

Posted Speed: 50 mph

Fairfax County Parkway (Route 286 EB)

Shoulder

Paved

Existing

3ft

Varies 5ft - 8ft

Shoulder

Gravel

Existing

Shoulder

Paved

Existing

3ft

Varies 5ft - 10ft

Shoulder

Gravel

Existing

Existing Travel Lane Existing Travel Lane

Proposed Travel Lane Proposed Travel Lane

Existing Travel Lane Existing Travel Lane

Proposed Travel Lane Proposed Travel Lane

1ft

1ft

Sawcut Proposed Widening

1ft

Sawcut Proposed Widening

Varies 8ft - 10.5ft

Varies 12ft - 11.5ft

ROW

Existing 

Existing Right-of-Way

Varies 27ft - 40ft

ROW

Existing 

Existing Right-of-Way

Varies 34ft - 23ft

Existing Crown Line

Existing Crown Line

Full Depth Pavement

Full Depth Pavement

Shoulder

Striped

Proposed

0 5' 10'

SCALE

286_BL

FAIRFAX COUNTY PARKWAY

286_BL

FAIRFAX COUNTY PARKWAY

Shoulder

Striped

Proposed

PAVEMENT LEGEND

D 6" Aggregate Base Material (Type 1, No.21B)

C 6" Asphalt Concrete Base Material (Type BM-25.0A)

B 4" Asphalt Concrete (Type IM-19.0A)

A 2" Asphalt Concrete (Type SM-9.5D), EST 238 LB/SY

Full pavement recommendations to follow in subsequent stages.

* Pavement estimated based on preliminary results of pavement cores. 

2. See profile for spline grades along baseline.

1. All widening to be performed according to VDOT Standard WP-2.

Notes

VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK02A(2).dgn

22:50:18 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

SURVEYED BY, DATE

PROJECT MANAGER

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

EASTERN FEDERAL LANDS HIGHWAY DIVISON

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

2A(2)

2A(2)

KINGMAN GATE

TYPICAL SECTIONS

FAIRFAX COUNTY PARKWAY

CONSTRUCTION. 286

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 
Proposed Right Turn lane

15ft - 12ft 15ft - 12ft 15ft - 12ft 8ft 10ft 2ft

Proposed Left Turn Lane Buffer

11ft 11ft 11ft

Proposed Right Turn Lane

(Asphalt)

Use Path

Proposed Shared

BL

11ft

2%

2%

2:1

2:1

4ft

Existing Median

38ft

Existing Pavement

Varies 30ft - 44ft

Existing Pavement

Proposed CG-6

Full Depth Pavement Proposed CG-6

Proposed Fill Slope

0ft - 15ft

Varies

2%

2:1

CrossSlope

ExtendExisting

Full Depth Pavement

Proposed CG-7

1ft 1ft

Shy Line

Proposed

Shy Line

Proposed

Proposed Left Turn Lane

11ft 11ft 11ft

Proposed Right Turn Lane

11ft

Proposed Fill Slope

38ft

Existing Pavement

4ft

Median

Proposed

3ft

Pavement

Full Depth 

Existing Median

Sta. 201+79.01 to Sta. 203+40.00

Sta. 202+76.28 to Sta. 203+12.74

Varies 7ft - 31ft 3ft

CrossSlope

ExtendExisting

CrossSlope*

ExtendExisting

Varies 0.5ft - 2.5ft

2" Mill & Overlay 2" Mill & Overlay

2" Mill & Overlay

Bench

Fill Slope

Bench Proposed

Not to Scale

A B C

ROADWAY PAVEMENT SECTION

JOHN J. KINGMAN ROAD

Geometric Design Standard: GS-7

Design Speed: 35 mph

Posted Speed: 35 mph

John J. Kingman Road

Proposed Travel Lane Proposed Travel Lane

Proposed Shared Use Path

Proposed Concrete Median MS-1

Proposed Widening

1ft

Sawcut

Varies 0ft - 7ft

Proposed Widening

1ft

Sawcut

Varies 7ft - 9ft

Proposed Widening

1ft

Sawcut

1ft

Sawcut

1ft

Shy Line & Sawcut

Proposed 

Varies 13ft - 16ft

Sta. 202+70 to Sta. 203+40

Sta. 201+79 to Sta. 202+05 and

* Cross slope corrected to provide positive flow at

Full Depth Pavement

Full Depth Pavement

Bench

0 5' 10'

SCALE

KINGMAN_BL

KINGMAN ROAD

Full pavement recommendations to follow in subsequent stages.

* Pavement estimated based on preliminary results of pavement cores. 

PAVEMENT LEGEND

C 6" Aggregate Base Material (Type 1, No.21B)

B 4" Asphalt Concrete Base Material (Type BM-25.0A)

A 2" Asphalt Concrete (Type SM-9.5D), EST 238 LB/SY

2. See profile for spline grades along baseline.

1. All widening to be performed according to VDOT Standard WP-2.

Notes

PGL

Right Turn Lane

Left Turn Lane

Proposed Travel/

Proposed Right Turn Lane

Left Turn Lane

Proposed Travel/

VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK02A(3).dgn

22:50:39 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

SURVEYED BY, DATE

PROJECT MANAGER

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

EASTERN FEDERAL LANDS HIGHWAY DIVISON

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

2A(3)

2A(3)

KINGMAN GATE

TYPICAL SECTIONS

KINGMAN ROAD

CONSTRUCTION. 286

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 
Proposed Right Turn lane

15ft - 12ft 15ft - 12ft 15ft - 12ft 10ft 2ft

Proposed Left Turn Lane Buffer

11ft 11ft 11ft

Proposed Right Turn Lane

3ft

BL

11ft

2%

4ft

Existing Median

36ft

Existing Pavement

Full Depth Pavement

Proposed CG-6

2:1

Existing Curb and Gutter

Existing Trail

Proposed Trail

11ft 11ft 11ft

Proposed Right Turn Lane

3ft

Varies 36ft - 26ft 4ft - 16ft

Varies

11ft - 0ft

Varies

1ft

Proposed Shy Line

CrossSlope

ExtendExisting

Full Depth Pavement

Proposed CG-6

2%

2:1

Existing Pavement

Existing Pavement Existing Median

Proposed CG-2

Existing Curb and Gutter

Varies 0ft - 2.5ft

CrossSlope

ExtendExisting

Existing Curb and Gutter

Full Depth Pavement

Proposed CG-6

Existing Median

Full Depth Pavement

11ft 11ft

CrossSlope

ExtendExisting

Full Depth Pavement

Proposed CG-6

2%

2:1

Existing Pavement Existing Median

Existing Curb and Gutter

26ft 16ft

11ft - 0ft

Varies

Turn Lane

Proposed Right

Sta. 203+40.00 to Sta. 207+75.12

Sta. 203+81.91 to Sta. 206+33.52

Sta. 206+33.52 to Sta. 207+75.12

Sta. 205+85.26 to Sta. 207+75.12

0ft - 8ft

Varies

0ft - 39ft

Varies

Proposed Cut Slope

(Asphalt)

Use Path

Proposed Shared

5%

0ft - 3ft

Varies

Proposed Cut Slope

Varies 0ft - 21ft

Varies 1ft - 5ft

Cut Slope

Proposed

Cut Slope

Proposed

2%

2:1

3ft

CrossSlope*

ExtendExisting

2" Mill & Overlay 2" Mill & Overlay

2" Mill & Overlay

2" Mill & Overlay

Not to Scale

A B C

ROADWAY PAVEMENT SECTION

JOHN J. KINGMAN ROAD

Geometric Design Standard: GS-7

Design Speed: 35 mph

Posted Speed: 35 mph

John J. Kingman Road

Existing Grass Median

to Remain

Existing Grass Median 

Proposed Travel Lane Proposed Travel Lane

Taper

Turn Lane & 

Proposed Left 

Grass Median

Existing 

Fill Slope

Proposed Bench

Varies 25ft - 37ft

Proposed Widening

1ft

Sawcut

1ft 1ft

Shy Line

Proposed

Shy Line

Proposed

Varies 20ft - 0ft

Proposed Widening

1ft

Sawcut

Proposed Widening

1ft

Sawcut

Varies 0ft - 8ft

Proposed Widening

1ft

Sawcut

Proposed Widening

1ft

Sawcut

1ft

Shy Line

Proposed

Varies 8.5ft - 0ft

8.5ft

Varies 8.5ft - 0ft

Bench

Bench

0 5' 10'

SCALE

Sta. 202+70 to Sta. 203+40

Sta. 201+79 to Sta. 202+05 and

* Cross slope corrected to provide positive flow at

KINGMAN_BL

KINGMAN ROAD

PGL

PGL

PGL

PGL

Full pavement recommendations to follow in subsequent stages.

* Pavement estimated based on preliminary results of pavement cores. 

PAVEMENT LEGEND

C 6" Aggregate Base Material (Type 1, No.21B)

B 4" Asphalt Concrete Base Material (Type BM-25.0A)

A 2" Asphalt Concrete (Type SM-9.5D), EST 238 LB/SY

2. See profile for spline grades along baseline.

1. All widening to be performed according to VDOT Standard WP-2.

Notes

Proposed trail connection to match existing (Sta. 205+85.26 to Sta. 206+36.60)

No roadway work on NB Kingman Road.

Proposed Right Turn Lane

Left Turn Lane

Proposed Travel/

Proposed Right Turn Lane

Left Turn Lane

Proposed Travel/

Proposed Right Turn Lane

Left Turn Lane

Proposed Travel/

VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK02A(4).dgn

22:50:51 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

SURVEYED BY, DATE

PROJECT MANAGER

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

EASTERN FEDERAL LANDS HIGHWAY DIVISON

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

2A(4)

2A(4)

KINGMAN GATE

TYPICAL SECTIONS

KINGMAN ROAD

CONSTRUCTION. 286

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 
2:1

Not to Scale

A B C

ROADWAY PAVEMENT SECTION

MT VERNON MEMORIAL HIGHWAY

and Crown Line

Existing Center Line

12ft

Shoulder

Existing

3ft - 7ft

Varies

Existing Travel Lane (SB)

Varies 0ft - 12ft 12ft

Proposed Travel Lane (SB)

3ft

Sawcut

1ft

12ft

Existing Travel Lane (NB)

10ft 8ft

Buffer

2ft

(See Note 4)

2" Mill & Overlay 

BL

Sta. 304+73.74 to Sta. 313+85.00

12ft

Proposed Travel Lane (NB)

CrossSlope

ExtendExisting

PGL

Proposed Widening

0ft - 10ft

Varies

1ft

2%

Bench

2:1

and Crown Line

Existing Center Line

3ft

Sawcut

1ft

12ft

Existing Travel Lane (NB)

10ft 8ft

Buffer

2ft

(See Note 4)

2" Mill & Overlay 

BL

Sta. 303+67.47 to Sta. 304+73.74

PGL

MT VERNON MEMORIAL HIGHWAY

2%

Bench Fill Slope

Varies 0ft - 12ft Varies 24ft - 12ft

Existing Travel Lane (SB)

ROW

Existing 

Existing Right-of-Way

2:1

Proposed CG-7

and Crown Line

Existing Center Line

Sawcut

1ft

BL

Sta. 313+85.00 to Sta. 317+50.00

PGL

2%

12ft

Shoulder

Existing Travel Lane (SB) Existing

Varies 0ft - 12ft 12ft

Proposed Travel Lane (SB)

3ft

Proposed Widening

10ft - 8ft

Varies

1ft

Bench

3ft - 7ft

Varies

ROW

Existing 

Existing Right-of-Way

ROW

Proposed 

0ft - 8ft

Varies

Varies 0ft - 1ft

Varies 0ft - 13ft

Varies 0ft - 3ft

Varies 15ft - 16.5ft

Varies 14ft - 18.5ft

Existing Right-of-Way Proposed Right-of-Way

Varies 12.5ft - 55.5ft

Geometric Design Standard: GS-5

Design Speed: 50 mph

Posted Speed: 45 mph

Mt Vernon Memorial Highway (Route 235)

Fill Slope

Slope

Fill 

C

L

C

L

C

L

ROW

Proposed 

Proposed Right-of-Way

0ft - 5ft

Varies

MVMH_BL

MT VERNON MEMORIAL HIGHWAY

MVMH_BL

MT VERNON MEMORIAL HIGHWAY

MVMH_BL

0 5' 10'

SCALE

Pavement

Full Depth 

& Taper (NB)

Proposed Left Turn Lane 

& Taper (NB)

Proposed Left Turn Lane 

& Taper (NB)

Existing Left Turn Lane

2" Mill & Overlay

Full Depth Pavement

2" Mill & Overlay

Full Depth Pavement

2%

3:12:1

DITCH TYPICAL SECTION

Sta. 304+03.93 to Sta. 308+08.99

BL

MVMH_BL

CG-7

Proposed 

0.75ft

Depth

3ft

Bench Back Slope

Varies 0ft - 3ft

2.25ft

Slope

Front

Proposed CG-7

304+03.93 to Sta. 308+08.99

See Ditch Typical Section for Sta. 

304+03.93 to Sta. 308+08.99

See Ditch Typical Section for Sta. 

CG-7

Proposed 

Under Fairfax County Project 2G40-088-026

Mill and Overlay, CG-7, and Trail to be Constructed

Under Fairfax County Project 2G40-088-026

Mill and Overlay, CG-7, and Trail to be Constructed

Shared Use Path

Shared Use Path

2" Mill & Variable Depth Overlay

2.3% to-0.79%

SlopeCorrection

ROW

Existing 

Sta. 308+72.02 to Sta. 312+28.68)

(Sta. 303+65.82 to Sta. 304+75.83

(Sta. 303+65.82 to Sta. 304+75.83)

PAVEMENT LEGEND

C 10" Aggregate Base Material (Type 1, No.21B)

B 6" Asphalt Concrete Base Material (Type BM-25.0A)

A 2" Asphalt Concrete (Type SM-9.5D), EST 238 LB/SY

Full pavement recommendations to follow in subsequent stages.

* Pavement estimated based on preliminary results of pavement cores. 

2G40-088-026.

3. Final mill and overlay limits to be coordinated with Fairfax County Project 

2. See profile for spline grades along baseline.

1. All widening to be performed according to VDOT Standard WP-2.

Notes

VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK02B(1).dgn

22:51:33 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

SURVEYED BY, DATE

PROJECT MANAGER

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

EASTERN FEDERAL LANDS HIGHWAY DIVISON

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

2B(1)

2B(1)

WALKER GATE

TYPICAL SECTIONS

MOUNT VERNON MEMORIAL HIGHWAY

CONSTRUCTION. 235

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 
Not to Scale

A B C

ROADWAY PAVEMENT SECTION

2:1

MT VERNON MEMORIAL HIGHWAY

Proposed CG-7

and Crown Line

Existing Center Line

12ft

Shoulder

Existing

3ft - 5ft

Varies

Existing Travel Lane (SB)

12ft

Varies 12ft - 0ft

Proposed Travel Lane (SB)

3ft

Sawcut

12ft

Existing Travel Lane (NB)

10ft 8ft

Buffer

2ft

(See Note 4)

2" Mill & Overlay 

BL

12ft

Proposed Travel Lane (NB)

CrossSlope

ExtendExisting

PGL

MT VERNON MEMORIAL HIGHWAY

Proposed Widening

1ft

2%

Bench Fill Slope

Sta. 317+50.00 to Sta. 322+97.69

Varies 1.5ft - 10ft

Varies 8ft - 0ft

Existing Right-of-Way

Varies 55.5ft - 86.5ft

ROW

Existing 

Geometric Design Standard: GS-5

Design Speed: 50 mph

Posted Speed: 45 mph

Mt Vernon Memorial Highway (Route 235)

C

L

MVMH_BL

2" Mill & Overlay

Full Depth Pavement

& Taper (NB)

Left Turn Lane 

Proposed

0 5' 10'

SCALE

PAVEMENT LEGEND

C 10" Aggregate Base Material (Type 1, No.21B)

B 6" Asphalt Concrete Base Material (Type BM-25.0A)

A 2" Asphalt Concrete (Type SM-9.5D), EST 238 LB/SY

Full pavement recommendations to follow in subsequent stages.

* Pavement estimated based on preliminary results of pavement cores. 

2G40-088-026.

3. Final mill and overlay limits to be coordinated with Fairfax County Project 

2. See profile for spline grades along baseline.

1. All widening to be performed according to VDOT Standard WP-2.

Notes

Under Fairfax County Project 2G40-088-026

Mill and Overlay, CG-7, and Trail to be Constructed

Shared Use Path

VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK02B(2).dgn

22:51:46 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

SURVEYED BY, DATE

PROJECT MANAGER

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

EASTERN FEDERAL LANDS HIGHWAY DIVISON

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

2B(2)

2B(2)

WALKER GATE

TYPICAL SECTIONS

MOUNT VERNON MEMORIAL HIGHWAY

CONSTRUCTION. 235

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 
VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK03.dgn

22:52:11 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

SURVEYED BY, DATE

PROJECT MANAGER

0

SCALE

25' 50'

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

EASTERN FEDERAL LANDS HIGHWAY DIVISON

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

46

45

55

56

Rap

Rip

In

P

l.Underdrain

Rap

Rip

S

ign

MetalGuardRail

AsphaltSidewalk

GravelShoulder

GravelShoulder

MetalGuardRail

In

P

l.Underdrain

In

P

l.Underdrain

AsphaltShoulder

GravelShoulder

AsphaltShoulder

In

P

l.Underdrain

DB 10132Pg1369

andGradingEsmt.

Ex.TemporaryConstruction

DB 10132Pg1369

DrainageEsmt.

Ex.Storm

RW Pin

RW Pin RW Pin

UNITED STATES OF AMERICA

DB 1157 PG 163

TAX MAP# 115-2-01-0001

UNITED STATES OF AMERICA

DB 1157 PG 163

TAX MAP# 115-2-01-0001

QwestFiberDuct

Triple Left Turn Taper

500ft

12'

12'

12'

12'

11'

11'

4' 11'

F

Mill & Overlay

Legend:

C

F

Denotes Construction Limits in Cut

Denotes Construction Limits in Fill

Full-Depth Widening

FAIRFAX COUNTYPARKWAYEB (ROUTE 286)

FAIRFAX COUNTYPARKWAYWB (ROUTE 286)

F

Proposed CG-3

Existing Edge Of Pavement

Alignment 286_BL

MGS GR within Limits of Project

Existing Guardrail to be Replaced with 

Existing Edge of Pavement

Existing Edge of Graded Shoulder

Proposed Edge of Travelway

Proposed Edge of Travelway

And R/W Line

Existing Limited Access

And R/W Line

Existing Limited Access

225ft

Triple Left Turn Storage Length

Sta. 102+18.50

Begin Project

Replace Existing GR

Proposed GR-MGS4

9' Long Posts

Proposed GR-MGS1,

Face of Guardrail

Proposed CG-7 at 

25.84' LT

Sta. 103+84.45

Begin Taper

57.00' LT

Sta. 106+09.45

End Taper

PAVED SHOULDER

*

* Design waiver for reduced taper length to be submitted following PFI review. 

Expected for Grading Beyond Right-of-Way

Temporary Construction and Grading Easement 

Paved Shoulder

Proposed Edge of 

Shoulder Slope

Transition 

Fairfax County Trail

Connect to Existing Inlet

S

TA

107+00.00

M

ATCH

LINE

S

H

E

E

T

4

Curve 286_BL_3

PI = 102+57.31

T = 38.81'

L = 77.61'

R = 4,220.00'

PC = 102+18.50

PT = 102+96.11

P

OT

100+00

.00

100

10

1

102

P

C

102

+18

.5

0

P

T

102+96

1.

1

103

104

105

106

P

C

106+68

.93

107

E = Match Existing

V = 55 mph

107

15"

15"

15

"

CONSTRUCTION. 

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 

3

3

286

STA 100+00.00 TO STA 107+00.00

FAIRFAX COUNTY PARKWAY

PLAN

KINGMAN GATE
VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK03A.dgn

22:52:23 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

0

SCALE

25' 50'

HERNDON, VA

WSP USA, INC.

EASTERN FEDERAL LANDS HIGHWAY DIVISION

0

V

ER

T

IC

AL

S

C

ALE

5'

10'

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

SURVEYED BY, DATE

PROJECT MANAGER

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

100+00.00 101+00.00 102+00.00 103+00.00 104+00.00 105+00.00 106+00.00

107+00.00

20_

25_

30_

35_

40_

45_

50_

55_

60_

65_

70_

Sta. 102+18.50

Begin Project

SUPERELEVATION TO MATCH EXISTING CROSS SLOPE

5

2.8

3

5

3.02

5

3.2

6

5

3.45

5

3.6

1

5

3.8

1

5

4.05

5

4.2

6

5

4.48

5

4.77

5

5.06

5

5.3

3

5

5.5

9

5

5.8

3

5

6.08

5

6.3

3

5

6.5

6

5

6.8

6

5

7.16

5

7.47

5

7.79

5

8.19

5

8.49

5

8.87

5

9.3

0

5

9.6

1

5

9.90

60.3

2

60.87

5

4.70

5

4.78

5

5.06

5

5.3

3

5

5.60

5

5.8

6

5

6.09

5

6.3

5

5

6.5

9

5

6.89

5

7.2

1

5

7.5

4

5

7.89

5

8.3

1

5

8.68

5

9.0

1

5

9.3

8

5

9.64

5

9.90

60.3

2

60.87

Existing Grade Along 286_BL

Proposed Spline Grade Along 286_BL

107+00.00

100+00.00

25_

30_

35_

40_

45_

50_

55_

60_

65_

70_

S

ta.107+00.00

M

ATCH

LINE

S

H

E

E

T

4A

E

XIS

T

P

R

OP

CONSTRUCTION. 

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 

3A

286 3A

FAIRFAX COUNTY PARKWAY

PROFILE

KINGMAN GATE

STA 100+00.00 TO STA 107+00.00
VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK04.dgn

22:52:51 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

SURVEYED BY, DATE

PROJECT MANAGER

0

SCALE

25' 50'

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

EASTERN FEDERAL LANDS HIGHWAY DIVISON

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

36

35

34

33

31

32

30

29

13

12

D

Conc.

0.5'ConcCurb

0.5'ConcCurb

MetalGuardRail

MetalGuardRail

6'ChainLink

AsphaltSidewalk

Fence

8'ChainLinkFence

6'ChainLinkFence

S

ign

Rip Rap

In

P

l.Underdrain

Conc.Apron

Conc.Apron

SteelGrate

Conc.

Conc.

Conc.

Conc.

Sign M

etalGuardR

ail

AsphaltSidewalk

MetalGuardRail

AsphaltS

idew

alk

GravelShoulder

GravelShoulder

Conc.M

edian

AsphaltShoulder

AsphaltShoulder

MetalGuardRail

0.5AsphaltCurb

0.5AsphaltCurb

MetalGuardRail

Asphalt

John

J.Kingm

an

R

d

N.B.L.

Asphalt

Rte#286

FairfaxCountyPkwy

S.B.L.

Asphalt

Rte#286

FairfaxCountyPkwy

DB 10132Pg1369

GradingEsmt.

Constructionand

Ex.Temporary

DB 10132Pg1369

DrainageEsmt.

Ex.Storm

DB 10132Pg1369

Ex.Storm DrainageEsmt.

DB 10132Pg1369

andGradingEsmt.

Ex.TemporaryConstruction

RW Pin

RW Pin

Line

BeginL/A

Line

End L/A 

Line

End L/A 

Line

BeginL/A

UNITED STATES OF AMERICA

DB 1157 PG 163

TAX MAP# 115-2-01-0001

UNITED STATES OF AMERICA

DB 1157 PG 163

TAX MAP# 115-2-01-0001

F

TC

TC

TC

TC

TC

T

TC

No

DI

Traf.S

gi.

TC

#

2

9009A

Traf.S

ig.

No

DI

Traf.S

ig.

#

3

94

194

Traf.Cab.

No

DI

E

lec.P

ole

#

2

90099D

Traf.S

ig.

# CO710-XH15

w/

Guy

Elec.Pole

11'

11'

11'

12'

12'

12'

15'

15'

15'

Right Turn Lane Taper Right Turn Lane Storage Length

C

Mill & Overlay

Legend:

C

F

Denotes Construction Limits in Cut

Denotes Construction Limits in Fill

Full-Depth Widening

KINGMAN

ROAD

JOHN

J

FAIRFAX COUNTYPARKWAYWB (ROUTE 286)

(ROUTE 286)

FAIRFAX COUNTYPARKWAYEB

F

F

F

to Existing Curb

Tie Proposed CG-3 Existing CG-3

GR-FOA-5

GR-FOA-5

Alignment 286_BL

of Pavement

Existing Edge 

Approach Slab

Extend 

of Travelway

Proposed Edge 

Proposed Edge of Travelway

Proposed SUP

And R/W Line

Existing Limited Access

And R/W Line

Existing Limited Access

Remove Existing Guardrail

Remove Existing Guardrail

F

of Pavement

Existing Edge 

CG-6

Proposed 

500ft

Storage Length

Triple Left Turn

9' Long Posts

Proposed GR-MGS1,

Proposed CG-7

9' Long Posts

Proposed GR-MGS1,

Proposed GR-MGS2

And R/W Line

Limited Access

Existing 

9' Long Posts

Proposed GR-MGS1,

200ft 150ft

CG-7

Proposed 

Proposed CG-12 Ramp

CG-6

Proposed 

CG-7

Proposed 

CG-6P

roposed

Shared Use Path

Trail

Tie to Existing 

Existing Trail

Regrade 

FC

F

F

GR-MGS3

Proposed 

may be Impacted

Existing Signal Pole 

S

torage

Length

8ft

3

50ftS

B

LTL

505

ftS

B

RTL

S

torage

Length

Expected for Grading Beyond Right-of-Way

Temporary Construction and Grading Easement 

Right-of-Way

for Grading Beyond 

Grading Easement Expected 

Temporary Construction and 

270ft

Transition

Grading Beyond Right-of-Way

Grading Easement Expected for 

Temporary Construction and 

may be Impacted

Existing Signal Pole 

may be Impacted

Traffic Pole 

Existing 

Match Existing Pavement Match Existing Pavement

CG-3

Proposed 

KINGMAN_BL Sta. 200+00.00

286_BL Sta. 111+76.66 =

KINGMAN_BL

Alignment 

Concrete

MGS GR within Limits of Project

Existing Guardrail to be Replaced with 

CG-7

Proposed 

within Limits of Project

Replaced with MGS GR 

Existing Guardrail to be 

Fairfax County Trail

Existing Utility Pole

Guardrail

Remove Existing 

Proposed CG-12 Ramp

Access and R/W Line

Existing Limited 

Impacted

may be 

Utility Pole 

Existing 

Existing Trail

Tie to 

GR-MGS3, GR-MGS4

Replace with Proposed 

Existing Guardrail and 

Remove Impacted 

Fairfax County Trail

Remove Existing Inlet

Remove Existing Pipe

Remove Existing Endwall

Right-of-Way

for Grading Beyond

Grading Easement Expected 

Temporary Construction and 

Existing Inlet

Remove 

Pipe

Remove Existing 

Endwall

Existing 

Remove 

STA202+25.00

MATCHLINE SHEET 6

S

TA

113

+75

0.0

M

ATCH

L

NI

E

S

H

E

E

T

5

S

TA

107+00.00

M

ATCH

LINE

S

H

E

E

T

3

POT200+00.00

200

201

202

Curve 286_BL_9

PI = 113+07.64

T = 50.28'

L = 100.56'

R = 8,000.00'

PC = 112+57.36

PT = 113+57.92

107

108

P

T

108+15

9.

5

109

110

111

112

P

C

112+5

7

3.

6

113

PT

113

+5

7

9.

2

Curve 286_BL_6

PI = 107+42.45

T = 73.51'

L = 147.01'

R = 4,220.00'

PC = 106+68.93

PT = 108+15.95

E = Match Existing

V = 55 mph

E = Match Existing

V = 55 mph

107

15

"

15"

15"

15"

15"

18

"

15"

15"

15"

15"

15"

15

"

CONSTRUCTION. 

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 

4

4

286

STA 107+00.00 TO STA 113+75.00

FAIRFAX COUNTY PARKWAY

PLAN

KINGMAN GATE
VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK04A.dgn

22:53:07 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

0

SCALE

25' 50'

HERNDON, VA

WSP USA, INC.

EASTERN FEDERAL LANDS HIGHWAY DIVISION

0

V

ER

T

IC

AL

S

C

ALE

5'

10'

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

SURVEYED BY, DATE

PROJECT MANAGER

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

107+00.00

108+00.00 109+00.00 110+00.00 111+00.00 112+00.00

113+00.00

SUPERELEVATION TO MATCH EXISTING CROSS SLOPE

6

1.24

6

1.5

2

6

1.8

8

62.3

0

62.5

6

63.0963.3

9

63.6963.9664.3

7

64.7665.1365.4465.7265.9766.2

1

66.3

5

66.5

6

66.7366.7466.7866.6666.75

66.69

66.5

9

66.4

1

66.09

6

1.2

2

6

1.5

2

6

1.8

8

62.3

0

63.6963.9764.3

7

64.7665.1365.4465.7265.9766.2

1

66.8

3

66.80

66.7766.6866.42

Proposed Spline Grade Along 286_BL

Proposed Spline Grade Along 286_BL Existing Grade Along 286_BL

Along 286_BL

Proposed Spline Grade 

107+00.00

25_

30_

35_

40_

45_

50_

55_

60_

65_

70_

60.87

S

ta.107+00.00

M

ATCH

LINE

S

H

E

E

T

3

A

S

ta.113

+75.00

M

ATCH

LINE

S

H

E

E

T

5

A

E

XIS

T

P

R

OP

CONSTRUCTION. 

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 

4A

286 4A

FAIRFAX COUNTY PARKWAY

PROFILE

KINGMAN GATE

STA 107+00.00 TO STA 113+75.00
VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK04B.dgn

22:53:13 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

0

SCALE

25' 50'

HERNDON, VA

WSP USA, INC.

EASTERN FEDERAL LANDS HIGHWAY DIVISION

0

V

ER

T

IC

AL

S

C

ALE

5'

10'

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

SURVEYED BY, DATE

PROJECT MANAGER

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

200+00.00 201+00.00 202+00.00

0_

5_

10_

15_

20_

25_

30_

35_

40_

45_

50_

55_

60_

65_

70_

75_

80_

85_

90_

66.7367.3

0

67.8268.3

7

68.1567.5

1

67.0667.3

2

67.9768.6867.9768.68

SLOPE

EXISTING CROSS 

TO MATCH 

SUPERELEVATION 

S

ta.202

+2

5.00

M

ATCH

LINE

S

H

E

E

T

6A

E

XIS

T

P

R

OP

CONSTRUCTION. 

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 

4B

286 4B

KINGMAN ROAD

PROFILE

KINGMAN GATE

STA 200+00.00 TO STA 202+25.00

Sta. 201+79.01 (NB & SB)

Begin Roadway Widening

Existing Grade Along KINGMAN_BL

Proposed Spline Grade Along KINGMAN_BL
VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK05.dgn

22:53:39 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

SURVEYED BY, DATE

PROJECT MANAGER

0

SCALE

25' 50'

ROADWAY ENGINEER

Herndon, Virginia

WSP USA, INC

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

EASTERN FEDERAL LANDS HIGHWAY DIVISON

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

11

8

9

10

(b)

(a)

In

P

l.Underdrain

7

W

'

i

B

r

a

eFence

rbed

In

P

l.Underdrain

GravelShoulder

GravelShoulder

RW223,C523

VDOT Plan R000-029-F49,PE105

Ex.PermanentDrainageEsmt.

Apparent

DB 10132Pg1369

Ex.Storm DrainageEsmt.

DB 10132

Ex.Storm 

DB 10132Pg1369

andGradingEsmt.

Ex.TemporaryConstruction

DB 10132Pg1369

Ex.Storm DrainageEsmt.

DB 10132Pg

andGrading

Ex.Temporar

RW Pin

RW Pin

RW Pin

RW223,C523

VDOT Plan R000-029-F49,PE105

Ex.PermanentDrainageEsmt.

Apparent

RW223,C523

VDOT Plan R000-029-F49,PE105

Ex.PermanentDrainageEsmt.

Apparent

UNITED STATES OF AMERICA

DB 1157 PG 163

TAX MAP# 115-2-01-0001

UNITED STATES OF AMERICA

DB 1157 PG 163

TAX MAP# 115-2-01-0001

T

TC

TC

W

ater

W.P.

#

S

PL

VD

OT

Tped.

CoxFiberOptics

QL-D

-

Am

erican

W

ater

(No

Plans

Provided

by

Ow

ner

)

12'

12'

Mill & Overlay

Legend:

C

F

Denotes Construction Limits in Cut

Denotes Construction Limits in Fill

Full-Depth Widening

FAIRFAX COUNTYPARKWAYEB (ROUTE 286)

FAIRFAX COUNTYPARKWAYWB (ROUTE 286)

F

Existing Edge of Pavement

Alignment 286_BL

ExistingDrainageEasement

And R/W Line

Existing Limited Access

Line

Access and R/W 

Existing Limited 

Sta. 119+03.29

End Project

9' Long Posts

Proposed GR-MGS1,

Proposed CG-7

Proposed GR-MGS4

Existing Edge of Graded Shoulder

Existing Edge of Pavement

Existing Edge of Travel Way

Expected for Grading Beyond Right-of-Way

Temporary Construction and Grading Easement 

Expected for Grading Beyond Right-of-Way

Temporary Construction and Grading Easement 

Existing Drainage Easement

MGS GR within Limits of Project

Existing Guardrail to be Replaced with 

FairfaxCountyTrail

S

TA

113

+75

0.0

M

ATCH

L

NI

E

S

H

E

E

T

4

Curve 286_BL_12

PI = 118+07.73

T = 95.57'

L = 191.13'

R = 9,494.02'

PC = 117+12.16

PT = 119+03.29

PT

113

+5

7

9.

2

114

115

116

117

P

C

117+12

.16

118

119

P

T

119+03

.2

9

E = Match Existing

V = 55 mph

15

"

15"

CONSTRUCTION. 

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 

5

5

286

STA 113+75.00 TO STA 119+03.29

FAIRFAX COUNTY PARKWAY

PLAN

KINGMAN GATE
VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK05A.dgn

22:53:51 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

0

SCALE

25' 50'

HERNDON, VA

WSP USA, INC.

EASTERN FEDERAL LANDS HIGHWAY DIVISION

0

V

ER

T

IC

AL

S

C

ALE

5'

10'

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

SURVEYED BY, DATE

PROJECT MANAGER

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

114+00.00 115+00.00 116+00.00 117+00.00 118+00.00 119+00.00

Sta. 119+03.29

End Project

SUPERELEVATION TO MATCH EXISTING CROSS SLOPE

65.9565.8

8

65.7065.5

2

65.3

1

65.0964.8

3

64.5

6

64.3

0

64.0463.7763.5

5

63.4763.2

9

62.9662.6862.4262.166

1.97

6

1.76

6

1.49

6

1.49

66.2

5

66.0665.8

1

65.6065.4365.1864.9

1

64.6464.3

6

64.0963.8

3

63.6063.5

0

63.3

2

62.9762.6962.4462.166

1.97

6

1.76

6

1.49

Proposed Spline Grade Along 286_BL

25_

30_

35_

40_

45_

50_

55_

60_

65_

70_

S

ta.113

+75.00

M

ATCH

LINE

S

H

E

E

T

4A

E

XIS

T

P

R

OP

CONSTRUCTION. 

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 

5A

5A

286

FAIRFAX COUNTY PARKWAY

PROFILE

KINGMAN GATE

STA 113+75.00 TO STA 119+03.29
VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK06.dgn

22:54:21 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

SURVEYED BY, DATE

PROJECT MANAGER

0

SCALE

25' 50'

ROADWAY ENGINEER

Herndon, Virginia

WSP USA, INC

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

EASTERN FEDERAL LANDS HIGHWAY DIVISON

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

14

15

16

17

23

22

25

24

27

26

(a)

(b)

c()

D

D

D

D

D

D

D

D

D

Gate

Chain Link

AsphaltSidewalk

AsphaltSidewalk

6'ChainLinkFence

Sidewalk

Asphalt

Gravel

0.5'ConcCurb

0.5'ConcCurb

0.5'ConcCurb

0.5'ConcCurb

0.5'ConcCurb

0.5'ConcCurb

0.5'ConcCurb

0.5'ConcCurb

Sign

Sign

AsphaltSidewalk

HCR

HCR

HCR

AsphaltSidewalk

Conc.Median

Gravel

Gate

Metal

Asphalt

JohnJ.KingmanRd

DB

10

13

2

P

g

13

69

and

Grading

E

sm

t.

E

x.Temporary

Construction

Line

E

nd

L/A

Line

B

egin

L/A

UNITED STATES OF AMERICA

UNITED STATES OF AMERICA

DB 1157 PG 163

TAX MAP# 115-2-01-0001

UNITED STATES OF AMERICA

DB 1157 PG 163

TAX MAP# 115-2-01-0001

F

E

T

F

EB

TC

E

T

T

#29099B

Traf.Sig.

T

#CO710-XH15

w/ Guy

Elec.Pole

#KH33

Elec.Pole

#

W

190

#

CO8

10

E

lec.Trans.

No

ID

Tped

No

ID

LightPole

No

ID

Traf.Sig.

No

ID

Traf.Sig.

No

ID

Traf.Cab.

#

AI29

#

CO810

Elec.Trans.

#

AI49

#

CO810

Elec.Trans.

12'

12'

12'

11'

11'

11'

11'

12'

12'

350ft

JOHN JKINGMAN ROAD

JOHN JKINGMAN ROAD

JOHN JKINGMAN ROAD

Mill & Overlay

Legend:

C

F

Denotes Construction Limits in Cut

Denotes Construction Limits in Fill

Full-Depth Widening

Shared Use Path

WILLS

ROA

W

D

ILLS

ROAD

SB LeftTurnLaneStorage

FC

C

FC

C

Proposed 10ft SUP

Proposed CG-6

Existing CG-6

Tie Proposed CG-6 to

to Existing CG-2

Tie Proposed CG-2 

Remove Existing Inlet

Proposed CG-2 

Proposed CG-6

of Pavement

Existing Edge 

Relocate Utility Box

Maintenance Entrance

CF

FC

F

F

of Pavement

Existing Edge 

to Existing CG-2

Tie Proposed CG-2 

Sta. 206+33.52

End Taper

to Existing CG-6

Tie Proposed CG-6

Sta. 207+75.12

End Taper

Alignment KINGMAN_BL

Sta. 206+77.79

Begin Taper

Sta. 205+35.46

Begin Taper

Sta. 205+85.26

End Mill and Overlay

100ft

100ft

SB RightTurnLaneTaper

SB LeftTurnLaneTaper

CG-6P

roposed

Relocate Metal Gate

CG-6

Proposed 

Maintenance Entrance

Proposed CG-7 at 

Existing Trail

Tie to 

R

ight-of-W

ay

for

Grading

B

eyond

Grading

E

asem

entE

xpected

Tem

porary

Construction

and

SB

505ft

RightTurnLaneStorage

270ft

Transition

Proposed 8ft Buffer

Concrete

GuardrailR

em

ove

E

xisting

P

roposed

CG-12

R

am

p

Guardrail

Existing 

Remove 

MS-1 to Existing Median

Tie Proposed Concrete Median 

Median MS-1

Proposed Concrete 

Electric

of Underground 

Potential Relocation 

Convert Existing Inlet to Manhole

Convert Existing Manhole to Inlet

S

TA.202+25.00

MATCHLINE

S

HEET

4

PC202+49

5.

8

203

PCC203

+44

9.

8

204

205

206

207

208

PT208+726.

5

209

POT209+70.29

Curve KINGMAN_BL_3

PI = 202+97.29

T = 47.71'

L = 95.40'

R = 2,259.07'

PC = 202+49.58

PCC =203+44.98 Curve KINGMAN_BL_4

PI = 206+11.20

T = 266.22'

L = 527.66'

R = 1,609.95'

PCC =203+44.98

PT = 208+72.65

E = Match Existing

V = 35 MPH

E = Match Existing

V = 35 MPH

CONSTRUCTION. 

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 

6

6

286

STA 202+25.00 TO STA 209+70.29

KINGMAN ROAD

PLAN

KINGMAN GATE
VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK06A.dgn

22:54:34 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

0

SCALE

25' 50'

HERNDON, VA

WSP USA, INC.

EASTERN FEDERAL LANDS HIGHWAY DIVISION

0

V

ER

T

IC

AL

S

C

ALE

5'

10'

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

SURVEYED BY, DATE

PROJECT MANAGER

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

203+00.00 204+00.00 205+00.00 206+00.00 207+00.00 208+00.00

69.2769.7069.7770.0070.2470.5

5

70.8

6

7

1.24

7

1.82

72.5

5

73.4

1

74.2775.2

5

76.3

4

77.5

8

78.8780.2

2

8

1.73

8

3.27

84.848

6.43

8

8.10

89.8

6

9

1.40

69.2769.7069.7770.0070.2470.5

5

70.8

6

7

1.24

7

1.82

72.5

5

73.4

1

74.2775.2

5

76.3

4

SUPERELEVATION TO MATCH EXISTING CROSS SLOPE

S

ta.202

+2

5.00

M

ATCH

LINE

S

H

E

E

T

4B

68.68

15_

20_

25_

30_

35_

40_

45_

50_

55_

60_

65_

70_

75_

80_

85_

90_

95_

100_

105_

E

XIS

T

P

R

OP

CONSTRUCTION. 

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 

6A

286 6A

KINGMAN ROAD

PROFILE

KINGMAN GATE

STA 202+25.00 TO STA 209+70.29

End Roadway Widening Sta. 205+85.26 (NB)

End Roadway Widening Sta. 207+75.12 (SB)

Existing Grade Along KINGMAN_BL

Proposed Spline Grade Along KINGMAN_BL
A(

1= 51 .01

)'

R(

1=870.08)'

DB

24283

Pg

117

Ex.51 'Dom

ni

oin Esmt.

DB

24382

Pg 47

Ex.51 'Dom

ni

oin Esmt.

A(

=489.20)'

R(

=81

70.08)'

S(

445° '141"W

421 .82 )'

N(

383°42'5"E

471.00)'

pI

100

YEAR

FLOOD

PLA NI

100

YEAR

FLOOD

PLA NI

ApparentProperyt

Gap

DB 21715 PG 1258

3. 2843 AC.

TAX MAP# 109 - 2 ((01)) 0033

ROBERT D. POLING,

DERETTA A. POLING &

CATHY M. POLING

CHIE N. COLE

CRAIG A. COLE &

DB 15270 PG 2144

1. 1313 AC.

TAX MAP# 109 - 2 ((01)) 0034

UNITED STATES OF AMERICA

DB 1157 PG 163

8170. 9035 AC.

TAX MAP# 115 - 2 ((01)) 0001

V re

zi no

F bire

Opitc

T

E

E

EB

EB

05.'ConcC.urb

2'C noc.C&G

eJ

sr ye

Barreir

GravelDr.

rG va

le

rD .

C no .cDr.

Guadr

ar

li

6"Curb

6"Curb

6"Cu br

18"

18"

5-2

5-2A

51

"

5-3

18"

15"

4-7

4-6

POT400+00

.00

400

401

402

403

404

405

406

POT406+00

.00

POT300+00.00

300

PC300+86.36

301

302

303

304

Curve MVMH_BL_3

PI = 306+56.13

T = 569.78'

L = 1,103.60'

R = 1,799.00'

PC = 300+86.36

PCC =311+89.95

E = Match Existing

V = 50 mph

12'

12'

15'

11'

22'

11'

11'

11'

11'

49'ARM

6'x

40'

6'x 40'

J M

S

J

C

J

30'ARM

02

100'

02

100'

100'

06

100'

with the Ramp Relocation

to be determined 

Pedestal pole location 

10' Trail to be Relocated (By Others)

05

04

06

04

F

Legend:

Proposed Crosswalk

Proposed Crosswalk

Project 2G40-088-026

Currently Under Design, Fairfax County 

Proposed 10' Wide Trail and Curb & Gutter 

Mill & Overlay

F

Denotes Construction Limits in Cut

Denotes Construction Limits in Fill

Full-Depth Widening

Denotes Proposed Right-of-Way

C

Project 2G40-088-026.

1. Final mill and overlay limits to be coordinated with Fairfax County 

Notes:

Denotes Proposed Ditch

Concrete

VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK07.dgn

22:55:08 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

SURVEYED BY, DATE

PROJECT MANAGER

0

SCALE

25' 50'

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

EASTERN FEDERAL LANDS HIGHWAY DIVISON

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

STA

304+75.00

MATCHLINE

SEE

SHEET

8

15"

15"

6'x

6'

6'x

6'

6'x 6'

6'x

6'

6'x

6'

Existing Right-of-Way

MVMH BL

MVR BL

Existing Right-of-Way

100ft

250ft

1400ft

(ROUTE

235)

MT

VERNON

MEMORIAL HWY

MT VERNON ROAD

of Pavement

Existing Edge 

RightTurnLaneStorageLength

RightTurnLaneTaperLength

LeftTurn LaneStorageLength

RI1 Ramp

Proposed

from Light Pole

1' Clearance 

Proposed Stop Bar

Sta. 401+47.30

Begin Work

Sta. 301+38.78

Begin Work

toFortBelvoir

ToWalkerGateEntrance

CG-12A Ramp

Proposed

Existing Right-of-Way

50' Transition to Existing Curb and Gutter

Proposed CG-7

Proposed Right-of-Way

Existing Edge of Pavement

Fairfax County Project 2G40-088-026

Connect to Inlet CUrrently Under Design, 

Proposed Sawcut

Curb Ramp Location to be Coordinated

5

2

2

4

4

6

6A

CONSTRUCTION. 

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 

7

7

235

STA 300+00.00 TO STA 304+75.00

MOUNT VERNON MEMORIAL HIGHWAY

PLAN

WALKER GATE
VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK07A.dgn

22:55:17 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

0

SCALE

25' 50'

HERNDON, VA

WSP USA, INC.

EASTERN FEDERAL LANDS HIGHWAY DIVISION

0

V

ER

T

IC

AL

S

C

ALE

5'

10'

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

SURVEYED BY, DATE

PROJECT MANAGER

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

18.24

5_

10_

15_

20_

25_

30_

35_

5_

10_

15_

20_

25_

30_

35_

SUPERELEVATION TO MATCH EXISTING CROSS SLOPE

300+00.00

0_

5_

10_

15_

20_

25_

30_

35_

301+00.00 302+00.00 303+00.00 304+00.00

S

ta.3

04+75.00

M

ATCH

LINE

S

H

E

E

T

9A

18.8

1

19.4

1

20.0620.742

1.43

2

1.99

2

2.47

10.9711.3

7

11.8512.3

4

12.9613.6

1

14.1714.8915.6416.1316.9017.4218.0918.8

1

19.4

1

20.0320.742

1.42

2

1.98

2

2.47

P

R

OP

E

XIS

T

STA 301+38.78

Begin Project

Grade at MVMH_BL

Proposed Spline 

Existing Grade along MVMH_BL

CONSTRUCTION. 

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 

7A

7A

235

MOUNT VERNON MEMORIAL HIGHWAY

PROFILE

WALKER GATE

STA 300+00.00 TO STA 304+75.00
531=A( )'32.

781=R( '80.0 )

2 BD

3824

31gP

51.xE moD' noini .tmsE

DB

243

82

Pg 1

E

x.15'Dom

inion

E

sm

t.

6=A( 00.8 )'

81=R( 0.07 )'0

(S

413°6

0'0"W

3

3

9.66')

(N

413°6

0'0"E

3

3

9.66')

(TOTAL)

(S

3

6

2°0'00"W

403.10')

pI

Ir

Ip

rI

rI

)'19.81=A(

(S

27°10'45"W

3

45.17')

(272.10')

(N

31°5

9'3

0"E

3

72.19')

(N

3

6

2°6'5

8"E

3

45.48')

)'52.91=A(

)'71.832=A(

)'80.5181=R(

30.721=A( )'

80.0781=R( )'

201=A( )'38.

MARY

E

.

BEARDEN

TRUST

OF

THE

R

CI

HARD

H

.

BEARDEN

&

MARY

E

.

BEARDEN

,TRUSTEES

,

R

CI

HARD

H

.

BEARDEN

&

TAX MAP# 109 - 2 ((01)) 0037A

DB 6295 PG 770

37, 030 SQ. FT

DB 23007 PG 889

BETTY J. GRISHAM

AUSTIN E. GRISHAM &

TAX MAP# 109 - 2 ((01)) 0037B

DB 6295 PG 770

39, 694 SQ. FT

DB 6602 PG 1071

CAROL J. TIMMERMAN

EDWARD R. TIMMERMAN &

DATED AUGUST 28, 2008

UNDER THE FLINT FAMILY TRUST

LINDA ANN FLINT, TRUSTEES

RUSSELL LYNN FLINT &

DB 20099 PG 852

0. 9258 AC.

TAX MAP# 109 - 2 ((01)) 0036

CHIE N. COLE

CRAIG A. COLE &

DB 16324 PG 1869

1. 686 AC. (Assessed & Deeds)

TAX MAP# 109 - 2 ((01)) 0035

DB

1499

PG

186

2

1,782

SQ.FT

MARY

E

.

B

EARDEN

TRUST

OF

THE

RICHARD

H

.

B

EARDEN

&

MARY

E

.

B

EARDEN

,TRUSTEE

S

,

RICHARD

H

.

B

EARDEN

&

DB

22549

PG

1144

TAX

MAP#

109

-

2

((04H

))0024

UNITED STATES OF AMERICA

DB 1157 PG 163

8170. 9035 AC.

TAX MAP# 115 - 2 ((01)) 0001

T

(5

)

P

ost

Gravel Shoulder

dluohSlevarG re

dluohSlevarG

re

redluohSlevarG

AsphaltDr.

AsphaltDr.

AsphaltDr.

AsphaltDr.

retnalP

dooW

Ent.

Conc

E

.

nt.

Conc.

Ent.

Asph.

15"

15"

15"

15

"

5-1

6-2

6-1

5-1A

18"

Curve MVMH_BL_3

PI = 306+56.13

T = 569.78'

L = 1,103.60'

R = 1,799.00'

PC = 300+86.36

PCC =311+89.95

305

306

3

07

3

08

3

09

3

10

3

11

E = Match Existing

V = 50 mph

12'

12'

12'

12'

12'

12'

Project 2G40-088-026

Currently Under Design, Fairfax County 

Proposed 10' Wide Trail and Curb & Gutter 

Legend:

Mill & Overlay

F

Denotes Construction Limits in Cut

Denotes Construction Limits in Fill

Full-Depth Widening

Denotes Proposed Right-of-Way

C

Project 2G40-088-026.

1. Final mill and overlay limits to be coordinated with Fairfax County 

Notes:

Denotes Proposed Ditch

VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK08.dgn

22:55:45 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

SURVEYED BY, DATE

PROJECT MANAGER

0

SCALE

25' 50'

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

EASTERN FEDERAL LANDS HIGHWAY DIVISON

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

15"

15"

Existing Right-of-Way

Proposed CG-7

Existing Right-of-Way

Existing Edge of Pavement

Existing Edge of Travelway

MVMH BL

1400ft

MT VERNON MEMORIALHWY(ROUTE 235)

M

SERVICE ROAD

T VERNON MEMORIALHWY

Existing Fence

Remove 

LeftTurnLaneStorageLength

Sawcut

5' from Toe of Slope

Fence Relocation,

Proposed Right-of-Way and 

CONSTRUCTION. 

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 

8

8

235

STA 304+75.00 TO STA 311+50.00

MOUNT VERNON MEMORIAL HIGHWAY

PLAN

WALKER GATE

STA

304+75.00

MATCHLINE

SEE

SHEET

7

STA

3

11+50.00

MATCHLINE

SEE

SHEET

9
VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK08A.dgn

22:55:53 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

0

SCALE

25' 50'

HERNDON, VA

WSP USA, INC.

EASTERN FEDERAL LANDS HIGHWAY DIVISION

0

V

ER

T

IC

AL

S

C

ALE

5'

10'

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

SURVEYED BY, DATE

PROJECT MANAGER

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

SUPERELEVATION TO MATCH EXISTING CROSS SLOPE

305+00.00

0_

5_

10_

15_

20_

25_

30_

35_

306+00.00 307+00.00 308+00.00 309+00.00 310+00.00

311+00.00

S

ta.3

04+75.00

M

ATCH

LINE

S

H

E

E

T

8A

S

ta.3

11+5

0.00

M

ATCH

LINE

S

H

E

E

T

10A

2

2.47

2

3.0

1

2

3.66

24.2

3

24.772

5.3

6

2

5.94

2

6.3

8

2

6.89

27.2

2

27.4527.6827.8

8

2

8.09

2

8.44

2

8.80

2

9.02

2

9.18

2

9.3

4

2

9.67

2

9.97

3

0.2

5

3

0.48

3

0.69

3

0.79

3

0.84

3

0.99

3

1.2

2

2

2.47

2

3.0

1

2

3.65

24.1324.602

5.04

2

5.5

9

2

6.19

2

6.69

27.0527.2

6

27.4427.5

9

27.8

6

2

8.16

2

8.3

6

2

8.46

2

8.18

2

8.14

2

8.13

27.872

8.0

1

27.5

1

27.90

2

8.5

5

2

8.78

2

8.98

2

9.27

P

R

OP

E

XIS

T

MVMH_BL

Grade along 

Proposed Spline 

Existing Grade along MVMH_BL

CONSTRUCTION. 

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 

8A

8A

235

MOUNT VERNON MEMORIAL HIGHWAY

PROFILE

WALKER GATE

STA 304+75.00 TO STA 311+50.00
)'19.1

02'45°86S( E"

(89. 42') (100. 00') (100. 00')

(S 17

4°0'20"W

240.00')

(S 17

4°0'20"W

240.00')

(N 19

0°1'00"E

240.77')

Ip

Ip

Ip

Ip

Ir

Ip

Ip

Ip

Ir

.401=A( )'02

A(

4= 0 6.3 )'

R(

2=

5 0.0)'

D

B

242

81P

g 35

E

x.15'D

om

inion

Esm

t.

(N 173°1'00"E 160.00')

(N 173°1'00"E 162.67')

A(

3=

9.27)'

R(

2= 5.00)'

(S 173°1'00"W 133.5

2')

(139. 13')

(93. 41')

(S

25

0°11'0"W

23

5.24')

(100. 00')

(N 72°29'00" W 735. 13')

(100. 00')

(S

25

0°11'0"W

243.77')

702=A( )'30.

5181=R( )'80.

(TYP

CI

AL 10'E

ACH

S

DI

E

L

NI

E)

D

B

611P

G

2

5

6

AND

S

TORM

W

ATE

R

D

RA

NI

AGE

E

S

M

T

E

X.10'M

A

NI

TE

NANCE

OF

P

UB

L

CI

UT

LI

TI

Y

DB

611P

G

25

6

AND

S

TORM

W

ATE

R

DRA

NI

AGE

E

S

M

T

E

X.10'M

A

NI

TE

NANCE

OF

PUB

L

CI

UT

LI

TI

Y

(108.5

2')

DB 1499 Pg 186

Ex. 10' Sanitary Sewer Esmt. 

Inverts Were Not Obtained

*Manhole Locations and

TAX MAP# 109 - 2 ((04H)) 0023

DB 1499 PG 186

21, 798 SQ. FT

DB 25518 PG 598

SHARON K. POST

MICHAEL K. POST, 

FRANCIS M. POST &

DB

1499

PG

186

2

1,782

SQ.FT

MARY

E

.

B

EARDEN

TRUST

OF

THE

RICHARD

H

.

B

EARDEN

&

MARY

E

.

B

EARDEN

,

TRUSTEE

S

,

RICHARD

H

.

B

EARDEN

&

DB

22549

PG

1144

TAX

MAP#

109

-

2

((04H

))0024

TAX MAP# 109 - 2 ((04H)) 0016

DB 1499 PG 186

21, 781 SQ. FT

DB 21587 PG 1932

WILLIAM L. ROY

MARGARET H. ROY & TAX MAP# 109 - 2 ((04H)) 0015

DB 1499 PG 186

23, 158 SQ. FT

DB 24827 PG 2078

OF THE SUZANNE L. JENNELLE

SUZANNE L. JENNELLE, AS TRUSTEE

REVOCABLE TRUST

MELISSA K. SCHERMERHORN

DB 22571 PG 1827

DB 611 PG 256

24, 000 SQ. FT

TAX MAP# 109 - 4 ((02A)) 0002

DONALD A. SUBERROC &

NOVA HOLDINGS LLC

DB 25319 PG 493

DB 611 PG 256

24, 000 SQ. FT

TAX MAP# 109 -4 ((02A)) 0003

UNITED STATES OF AMERICA

DB 1157 PG 163

8170. 9035 AC.

TAX MAP# 115 - 2 ((01)) 0001

TODD L. STEPHENS &

BONNIE G. STEPHENS

DB 10097 PG 921

DB 611 PG 256

24, 996 SQ. FT

TAX MAP# 109 - 4 ((05A)) 0001

DB 1499 PG 186

DB 25227 PG 222

TAX MAP# 110 - 1 ((16H)) 0014

JOHN ENGELMAN

23, 745 SQ. FT

MARY

E

.

B

EARDEN

TRUST

OF

THE

R

CI

HARD

H

.

B

EARDEN

&

MARY

E

.

B

EARDEN

,

TRUSTEE

S

,

R

CI

HARD

H

.

B

EARDEN

&

DB

1499

PG

186

24,590

SQ.FT

REVOCABLE

INTERVIVOS

TRUST

AND

THE

JOAN

M

.

KLEIN

REVOCABLE

INTERVIVOS

TRUST

THE

WALTER

A

.

KLEIN

DB

102

18

PG

1540

TAX

MAP#

110

-

1((16H))0013

Verizon Fiber Optic

T

T

EB

EB

E

nt.

Asph.

Conc.E

nt.

Conc.E

nt.

.hpsA

.hpsA

Asph.

Ent.

Asph.

Ent.

Asph.

Ent.

Asph.

E

nt.

Asph.

E

nt.

Asph.

7-1

15"

6-1A

7-1A

15"

Curve MVMH_BL_4

PI = 314+28.52

T = 238.57'

L = 476.57'

R = 4,000.00'

PCC =311+89.95

PT = 316+66.53

PCC3

11+89

.95

3

12

3

13

3

15

3

16

P

T

3

16+66

5.

3

3

17

3

18

3

14

E = 2.3%

V = 50 mph

12'

12'

12'

12'

12'

12'

Legend:

Project 2G40-088-026

Currently Under Design, Fairfax County 

Proposed 10' Wide Trail and Curb & Gutter 

Mill & Overlay

C

F

Denotes Construction Limits in Cut

Denotes Construction Limits in Fill

Full-Depth Widening

Denotes Proposed Right-of-Way

Project 2G40-088-026.

1. Final mill and overlay limits to be coordinated with Fairfax County 

Notes:

VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK09.dgn

22:56:25 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

SURVEYED BY, DATE

PROJECT MANAGER

0

SCALE

25' 50'

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

EASTERN FEDERAL LANDS HIGHWAY DIVISON

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

Existing Right-of-Way

Existing Edge of Travelway

Existing Right-of-Way

Existing Edge of Pavement

MVMH BL

1400ft

GR

IS

T

M

ILL

R

OAD

MT VERNON MEMORIALHWY(ROUTE 235)

600ft 

Remove Existing Fence

Transition

LeftTurnLaneStorageLength

SERVICE ROAD (ROUTE 3102)

MT VERNON MEMORIALHWY

SERVICE ROAD (ROUTE 310)

MT VERNON MEMORIALHWY

200ft

Left Turn Lane Taper Length

Proposed CG-7

5' from Toe of Slope

Fence Relocation,

Proposed Right-of-Way and 

CONSTRUCTION. 

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 

9

9

235

STA 311+50.00 TO STA 318+25.00

MOUNT VERNON MEMORIAL HIGHWAY

PLAN

WALKER GATE

STA

3

11+50.00

MATCHLINE

SEE

SHEET

8

S

TA

3

18+25.00

M

ATCH

LINE

S

E

E

S

H

E

E

T

10
VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK09A.dgn

22:56:34 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

0

SCALE

25' 50'

HERNDON, VA

WSP USA, INC.

EASTERN FEDERAL LANDS HIGHWAY DIVISION

0

V

ER

T

IC

AL

S

C

ALE

5'

10'

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

SURVEYED BY, DATE

PROJECT MANAGER

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

SUPERELEVATION TO MATCH EXISTING CROSS SLOPE EXISTING CROSS SLOPE

SUPERELEVATION TO MATCH 

2.3% SUPERELEVATION / CROSS SLOPE CORRECTION L

r

t

SLOPE

CROSS

EXISTING

TO MATCH

TRANSITION 

L /

312+00.00

0_

5_

10_

15_

20_

25_

30_

35_

313+00.00 314+00.00 315+00.00 316+00.00 317+00.00

318+00.00

S

ta.3

11+5

0.00

M

ATCH

LINE

S

H

E

E

T

9A

S

ta.3

18+2

5.00

M

ATCH

LINE

S

H

E

E

T

11A

3

1.2

2

3

1.5

2

3

1.73

3

1.90

3

2.09

3

2.2

6

3

2.3

7

3

2.46

3

2.5

5

3

2.5

8

3

2.5

8

3

2.60

3

2.5

2

3

2.3

9

3

2.08

3

1.75

3

1.3

8

3

0.90

3

0.2

9

2

9.5

8

2

8.68

27.7

1

2

6.69

2

5.5

7

24.5

8

2

3.73

2

3.05

2

2.3

6

2

9.27

2

9.45

2

9.8

8

3

0.4

1

3

0.43

3

0.3

6

3

0.4

1

3

0.85

3

1.10

3

1.5

6

3

2.04

3

2.07

3

1.85

3

1.5

6

3

0.70

3

0.95

3

0.43

2

9.77

2

8.90

27.9927.072

6.17

2

5.3

2

24.6

1

2

3.76

2

2.5

5

2

1.85

2

1.09

P

R

OP

E

XIS

T

Existing Grade along MVMH_BL

along MVMH_BL

Proposed Spline Grade 

CONSTRUCTION. 

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 

9A

9A

235

MOUNT VERNON MEMORIAL HIGHWAY

PROFILE

WALKER GATE

STA 311+50.00 TO STA 318+25.00
(190.00')

(100. 00') (100. 00') (100. 00') (100. 00') (60. 00')

A(

7= 8.54)'

R(

5= 0.00)'

(S 17

4°0'20"W

240.00')

(S 17

4°0'20"W

240.00')

(S 17

4°0'20"W

240.00')

(S 17

4°0'20"W

240.00')

)'24.947 E"04'91°27S(

Ip

Ip Ip

(S

25

0°11'0"W

252.3

0')

(S

25

0°11'0"W

23

9.13')

(100. 86') (100. 86')

(S

25

0°11'0"W

225.96')

(100. 86')

(S

25

0°11'0"W

212.79')

DB 1499

Pg 186

Ex.15'Drainage

E

smt.

DB 1499

Pg 186

Ex.10'S

anitary

Sew

er

E

smt.

DB 1499 Pg 186

Ex. 10' Sanitary Sewer Esmt. 

(N 72°29'00" W 139. 46')

A( 3=60.0)'

R( 2=50.0)'

(147.34')

(S

25

0°11'0"W 104.3

5')

46S( 05'85° E" 00.061 )'

5

0°11'0"E

513.3

3')

Ip

Ip

Ip Ip Ip

Ip

Inverts Were Not Obtained

*Manhole Locations and

DONALD A. SUBERROC &

PATRICIA E. SUBERROC

DB 8751 PG 1283

DB 611 PG 256

24, 000 SQ. FT

TAX MAP# 110 - 3 ((05A)) 0004

ANTHONI MARC ROJOTTE &

KELLEY RENNE ROJOTTE,

TRUSTEES UNDER THE

ROJOTTE FAMILY TRUST

DATED APRIL 13, 2020

DB 26191 PG 1432

DB 1499 PG 186 (Plat)

TAX MAP# 110 -1 ((16H)) 0011

23, 254 SQ. FT

JAMES LEROY RHODES, JR.

& MARCY ANN RHODES

DB 9570 PG 1349

DB 611 PG 256

24, 000 SQ. FT

TAX MAP# 110 - 3 ((05A)) 0005

MARY EVELYN MORRIS

DB 10175 PG 250

DB 611 PG 256

24, 000 SQ. FT

TAX MAP# 110 - 3 ((05A)) 0006

KENNETH S. HAMMOND &

BARBARA L. HAMMOND

DB 11475 PG 1672

DB 611 PG 256

24, 000 SQ. FT

TAX MAP# 110 - 3 ((05A)) 0007

NNOM.E NHOJ &O

YREHC 

ANDREW E. WORMSER &

TIMOTHY J. MYERS

DB 23914 PG 1359

DB 1499 PG 186 (Plat)

21, 937 SQ. FT

TAX MAP# 110 -1 ((16H)) 0010

HAROLD H. HENEGAR, JR.

& PAULA J. HENEGAR

DB 7722 PG 305

DB 611 PG 256

25, 864 SQ. FT

TAX MAP# 110 - 3 ((05A)) 0008

S

CHARLEST.BIITNER JR.&

AMAN

D

T

B

HASCHER BIITNER

25345PG 204

DB 1426PG 82 (Plat)

TAX MAP# 10-1((16H))0009

21,790SQ.FT

REVOCABLE

INTERVIVOS

TRUST

TAX

MAP#

110

-

1((16H))0013

TAX

MAP#

110

-1((16H))0012

24,571SQ.FT

DB

1499

PG

186

(Plat)

DB

22238

PG

1977

TRUST

DATED

MARCH

16,

2012

TRUSTEE

OF

THE

GRETCHEN

MARY

MARTHA

BONDURANT

GRETCHEN

MARY

MARTHA

BONDURANT

TRUST

DATED

MARCH

16,

2012

&

TRUSTEE

OF

THE

ANDREW

JACKSON

BONDURANT

JR.

ANDREW

JACKSON

BONDURANT

JR.

JOHN E. MONNO &

CHERYL C. BASALA

DB 11858 PG 1906

DB 1426 PG 82 (Plat)

21, 792 SQ. FT

TAX MAP# 110 -1 ((16H)) 0008

Verizon Fiber Optic

citpOrebiFnozireV

paRpiR

S

idew

alk

H

CR

.hpsA

.hpsA levarG

E

nt.

Asph.

E

nt.

Asph.

E

nt.

Conc.

E

nt.

Asph.

E

nt.

Asph.

E

nt.

Conc.

E

nt.

Asph.

E

nt.

Asph.

E

nt.

Asph.

Dicth

Conc.

S

idew

alk

S

idew

alk

7-5

15" 15" 15" 15"

15"

7-2 7-4 7-3

8-1A

24"

7-7

24"

15"

15

"

8-4

8-5

7-6

RIPRAP

3.5CYCL.AI

RIPRAP

1CYCL.AI

RIPRAP

1CYCL.AI

8-1

Curve MVMH_BL_7

PI = 322+56.72

T = 27.67'

L = 55.35'

R = 3,000.00'

PC = 322+29.04

PT = 322+84.39

3

19

3

20

3

2

1

3

22

P

C3

22+29

0.

4

P

T

3

2

2

+84

.3

9

3

2

3

3

24

3

2

5

P

OT

3

2

5

+00

.00

V = 50 mph

E = Match Existing

12'

12'

8'

12'

12'

Mill & Overlay

Legend:

C

F

Denotes Construction Limits in Cut

Denotes Construction Limits in Fill

Full-Depth Widening

F

Project 2G40-088-026

Currently Under Design, Fairfax County 

Proposed 10' Wide Trail and Curb & Gutter 

2G40-088-026

Design, Fairfax County Project 

Curb & Gutter Currently Under 

Proposed 10' Wide Trail and 

Denotes Proposed Right-of-Way

Project 2G40-088-026.

1. Final mill and overlay limits to be coordinated with Fairfax County 

Notes:

Fairfax County Project 2G40-088-026

Gutter Currently Under Design, 

Proposed 10' Wide Trail and Curb & 

VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK10.dgn

22:57:05 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

SURVEYED BY, DATE

PROJECT MANAGER

0

SCALE

25' 50'

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

EASTERN FEDERAL LANDS HIGHWAY DIVISON

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

15" 15"

24

"

24

"

Existing Edge of Pavement

Existing Edge of Travelway

Existing Right-of-Way

MVMH BL

Existing Right-of-Way

P

ATTON

B

OULE

VARD

MT VERNON MEMORIALHWY(ROUTE 235)

600ft

Transition

SERVICE ROAD (ROUTE 310)

MT VERNON MEMORIALHWY

SERVICE ROAD (ROUTE 3102)

MT VERNON MEMORIALHWY

200ft 200ft

Length

Lane Taper

Left Turn

Proposed CG-7

Sta. 323+07.68

End Work

Stop Landing

Before Existing Bus 

End Curb and Gutter 

Fairfax County Project 2G40-088-026

Connect to Inlet Currently Under Design,

CONSTRUCTION. 

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 

10

10

235

STA 318+25.00 TO STA 325+00.00

MOUNT VERNON MEMORIAL HIGHWAY

PLAN

WALKER GATE

S

TA

3

18+25

0.0

M

ATCH

L

NI

E

S

E

E

S

H

E

E

T

9
VA.

ROUTE PROJECT

REVISED

STATE SHEET NO.

dKNGWLK10A.dgn

22:57:14 Plotted By: leonardcj

2020-08-17

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

0

SCALE

25' 50'

HERNDON, VA

WSP USA, INC.

EASTERN FEDERAL LANDS HIGHWAY DIVISION

0

V

ER

T

IC

AL

S

C

ALE

5'

10'

WLKR GTS

VA ST FB_KNGMN /

WLKR GTS

VA ST FB_KNGMN /

SURVEYED BY, DATE

PROJECT MANAGER

SUBSURFACE UTILITY BY, DATE

WSP USA, INC.

THOMAS SCHIFFLET (703) 404-6323 (EFLHD)

TIMOTHY J. RAMEY, PE (WSP USA, INC.)

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019, SUPPLEMENTED MAY 2020

RICE ASSOCIATES, (703) 968-3200, OCTOBER 2019

DESIGN SUPERVISED BY

DESIGNED BY

27.12

SUPERELEVATION TO MATCH EXISTING CROSS SLOPE

319+00.00

0_

5_

10_

15_

20_

25_

30_

35_

320+00.00 321+00.00 322+00.00 323+00.00 324+00.00

325+00.00

S

ta.3

18+2

5

M

ATCH

LINE

S

H

E

E

T

10A

2

2.3

6

2

1.75

2

1.19

20.7

1

20.4720.3

9

20.4

1

20.5

0

20.6520.742

1.0

1

2

1.2

8

2

1.74

2

2.3

8

2

3.10

2

3.82

24.5

8

2

5.44

2

6.3

2

2

1.09

20.6620.1119.9619.7919.8

3

19.9820.0820.3

9

20.5

5

20.9

1

2

1.2

3

2

1.69

2

2.3

8

2

3.10

2

3.82

24.5

9

2

5.44

2

6.3

2

27.202

8.06

2

8.82

2

9.5

6

3

0.17

3

0.78

3

1.43

3

2.06

3

2.62

E

XIS

T

P

R

OP

STA 323+07.68

End Project

Existing Grade Along MVMH_BL

Along MVMH_BL

Proposed Grade 

CONSTRUCTION. 

USED FOR ANY TYPE OF 

UNAPPROVED AND ARE NOT TO BE 

THESE PLANS ARE UNFINISHED AND 

10A

10A

235

MOUNT VERNON MEMORIAL HIGHWAY

PROFILE

WALKER GATE

STA 318+25.00 TO STA 325+00.00