piR

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Conc.

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eJ

sr ye

aB rr eir

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Sign

ngiS

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Guardrail

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ra

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psA

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Sidewalk

Sidewalk

Conc.Ditch

ehS ddooW ne

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01(

9.6

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S(

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242

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DB 24382 Pg 1

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BD

242

38

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51

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BD

342

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DB

2 31 90 Pg 21 47

SewerEsmt.

Ex.25'Sanitary

(S 17°40'20"W 240.00')

(S 17°40'20"W 240.00')

(S 17°40'20"W 240.00')

(S 17°40'20"W 240.00')

(S 17°40'20"W 240.00')

(S 17°40'20"W 240.00')

(S 17°40'20"W 240.00')

(S 413°60'0"W 339.66')

(S 445°1'14"W 412.82')

(S 383°4'25"W 435.66')

(S 383°4'25"W 435.66')

(N 31°32'50"E 779.79')

(N 19°01'00"E 240.77')

(N 413°60'0"E 339.66')

(N 383°4'25"E 417.00')

S(

873°50'0"E

9100.0)'

(TOTAL)

(S 362°0'00"W 403.10')

pI

pI

pI

pI

pI

pI

pI

rI

pI

pI

pI

pI

rI

pI

Ir

Ip

Ir

Ir

Ip

pI

ApparentPropertyGap

pI

(S 27°10'45"W 345.17')

(N 27°10'45"E 357.92')(TOTAL) (272.10')

(N 31°59'30"E 372.19')

(N 362°6'58"E 345.48')

(S 23°55'59"W 177.41')

DB 24281Pg 35 Ex.15'Dominion Esmt.

(S 17°31'00"W 133.52')

(S 25°01'10"W 235.24')

(S 25°01'10"W 243.77')

(S 25°01'10"W 252.30')

(S 25°01'10"W 239.13')

(S 25°01'10"W 225.96')

(S 25°01'10"W 212.79')

(TYPICAL 10'EACH SIDE LINE) DB 611PG 256 AND STORM WATER DRAINAGE ESMT EX.10'MAINTENANCE OF PUBLIC UTILITY

DB 611PG 256 AND STORM WATER DRAINAGE ESMT EX.10'MAINTENANCE OF PUBLIC UTILITY

DB

2 4197 Pg 51 61

SewerEsmt.

Ex.25'Sanitary

Approx.Locatoin

DB 1499 Pg 186 Ex.15'DrainageEsmt.

01(

4.1

)'7

01(

4.1

)'7

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)'00

0.001(

)'0

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1

BD

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6

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DB 1499 Pg 186 Ex.10'SanitarySewerEsmt.

BD

941

P

9

1

g

68

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01.

S'

ina

rat

Sy

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re

msE

.t

(N 25°01'10"E 235.46')

(N 25°01'10"E 228.64')

N(

93

'61°

W"01

121

82.)'

S(

77

61°

00'

E"

92

.2

73 )'

8(

.9

34 )'

(N 28°55'10"E 189.85')

(147.34')

6

S(

'85°4

E"05

0.061

)'0

(N 25°01'10"E 513.33')

(136.20')

6

S(

'85°4

E"05

0.061

)'0

pI

pI

pI

pI

pI

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N(

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POT400+00.00400

401

402

403

404

405

406

POT406+00.00

CurveMVMH_BL_3 PI=306+56.13 T =569.78' L=1,103.60' R =1,799.00' PC=300+86.36 PCC=31+89.95

CurveMVMH_BL_4 PI=314+28.52 T =238.57' L=476.57' R =4,000.00' 31+89.95 PCC= PT =316+66.53

CurveMVMH_BL_7 PI=322+56.72 T =27.67' L=55.35' R =3,000.00' 322+29.04 PC= PT =322+84.39

POT300+00.00 300

PC300+86.36 301

302

303

304

305

306

307

308

309

310

311

PCC31+1899.5 312

313

315

316

PT316+665.3

317

318

319

320

321

322

PC322+290.4

PT322+843.9 323

324

325

POT325+000.0

314

CurveMVMH_BL_3 PI=306+56.13 T =569.78' L=1,103.60' R =1,799.00' 300+86.36 PC = PCC =311+89.95 E =MatchExisting V =50 mph

E

=MatchExisting

V

=50

mph

E

=2.3%

V

=50

mph

V

=50

mph

E

=MatchExisting

65'ARM

6'x

40'

S

M

C

02

100'

02

100'

100'

06

100'

06

05

04

06

04

S-2

S-3

S-1

40'

S-5 S-6

S-5

0

SCALE

50' 100'

MOUNT

VERNON

MEMORIAL

HWY

(ROUTE

235)

MOUNT VERNON ROAD

(ROUTE 1169) PATTON BOULEVARD

6'x

6'

6'x

6'

6'x

6'

6'x

6'

6'x

6'

6'x 40' VDZ

6'x 6' VDZ

J

J

J

J

J

J

J

J

J

5

2

4

6

6A

4

2

LEGEND:

EXHIBIT

WALKER GATE

WIDENING TO THE SOUTH

Proposed Pavement

Existing Edge of Pavement

Existing Fence

Existing Center Line

Proposed Center Line

Existing Right-of-Way

542ft Taper

Storage 1400ft

(In-Design)

Fairfax County Trail

Existing Right-of-Way

MVMH_South_BL

(In-Design)

Fairfax County CG-7

Existing Right-of-Way

Proposed CG-7