pl - virginia department of transportation · description sheets, etc. ) va. state route project...

REFERENCES

( PROFILES, DETAIL & DRAINAGE

DESCRIPTION SHEETS, ETC. )

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE

ROUTE PROJECTSHEET NO.

d10339107.dgn

Plotted By: localuser1:14:57 PM

2/24/2016

PROJECT MANAGER

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

DESIGN BY

SUBSURFACE UTILITY BY, DATE

642

0642-065-577

Wali Zaman, P.E. (757) 925-1605 (Hampton Roads)

C-5010642-065-577, RW-201,

Danny Williams, L.S. (757) 925-2657 (Hampton Roads) 8/3/2015

Michael Baker International (757) 463-8770

JMT (757) 499-1895 7/22/2015

Roadway

Virginia Beach, Virginia

Michael Baker International

Denotes Pavement Milling and Overlay

Denotes Construction Limits in Cuts

Denotes Construction Limits in Fills

LEGEND

Denotes Proposed Pavement

Denotes Demolition of Pavement

C

F

Figures in double brackets and dot - dashed linesdenote Utility Easements.

00'

+00

00'

+00

00'

+00

Figures in brackets and dot - dashed linesdenote Permanent Easements.

Figures in parenthesis and dot - dot - dashedlines denote Temporary Easements.

7

7

Match Line Sta. 15

4+0

0 See Sheet N

o. 6

Matc

h Lin

e Sta. 16

6+0

0 See Sheet N

o. 8

0

SCALE

50' 100'

Matc

h Lin

e Sta. 2

29+5

0 See Sheet

No. 7

B

Plat Inst. #90002548

Tax# 90-19-B

Inst. #09002549

Exmore, VA 23350

PO Box 608

4174 Lankford Highway

Distribution Engineering Dept.

Ms. Shirley Banks PH#(757-442-1953)

Delmarva Power

Utility Owners

757-667-3110

Portsmouth, VA 23701-2739

2920 Elmhurst Lane

Mr. Richard S. Owen

Verizon Virginia Inc.

757-787-9750

Tasley, VA 23441

21275 Cooperative Way

P. O. Box 290

Mr. Vernon N. Brinkley, Mgr.

Accomac-Northampton Electric Co-op.

757-787-2602

Onancock, VA 23417

5 North Street

Mr. H. C. Dize, President

Bayshore CATV, Inc.

BMP Detail

General Notes

Alignment Data

Drainage Descr.

Outfall Profile Sheet

Profile Sheet

2D(4)

2

1G

3B

7C, 8B

7A

Hydraulics


Aquarius Engineering

Cultivated Field

Cultivated Field

Cultivated Field

Woods

Woods

Woods

Woods

Woods

Woods

Woods

Woods

IP

IPipe

(N73°39'14"E 1678.09')

(N12

°47'3

2"W 17

0.0

0')

(475.07')(N77°12'28"E)(N72°39'31"E

)

(78.77')

(668.37')

170' Private Ingress/Egress & Utility Easement

PI 71+73.75

PI 77+3

8.3

8

N 49° 4

1' 26"

E

70

75

+16.8

7

0.7

1'

+04.5

1

229.95'

6' Trail

PL

PL

PL

(S34°2

2'5

7"E 1172.74')

N72°38'45"E 657.53'

(N72°39'31"E 1620.56')

(N40°18'0

4"W 741.00')

PLPL

ZZ

(183.46')

+25.2

3

D-1

D-2D-3

D-4

D-5 E-1

E-2

E-3

E-4

E-5

F-1

F-2

F-3

F-4

F-5

F-6

G-1G-2

G-3G-4

G-5

H-1

H-2

H-3 H-4

H-5

H-6

I-1I-2

I-3I-4

I-5

I-6

I-7

I-8

I-9

J-1

J-2

J-3

J-4

Tax# 90-3-BPB 26 PG 2

Plat Inst. #90002548

DB 2 PG 1045

Tax# 90-19-A15.49 AC

DB 227 PG 763

PB 14 PG 55

Tax# 90-A-644.05 Ac.

PB 26 PG 52

Tax# 90-2-B

Inst. #140000761

DB 227 PG 763

PB 14 PG 55

Tax# 90-A-644.05 Ac.

Inst #140002065

EoiElec. Panel

FHWV(2)

ALLAN RANDLE KECK

GAIL MINOFF- KECK

Virginia Port AuthorityVirginia Port Authority

CRE

EK S

OUT

H

LLC

BAY CREEK SOUTH LLC

BAY CREEK SOUTH LLC

TOWN OF CAPE CHARLES

5

5

13.6'

13.6'

13.6'

13.6'

12'

12'

12'

12'

155

156

CS 15

6+8

7.6

9

157

158

ST 15

8+5

1.69

159 160

161 16

2 163

164

165

4' Graded Shoulder

4' Paved Shoulder

4' Graded Shoulder

4' Paved Shoulder

230

PI 2

30+6

1.58

231

232

233

234

235

PI 2

35+4

9.2

3

236

PI 2

37+13.4

7

238

239

PI 2

39+5

9.0

1

240

241

242 244

PI 242+98.08

D-0

149+33.57

LS IN = LS OUT = 164.00'

Curve RTE642_PRO3_5

PI = 154+29.42

T = 311.57'

L = 590.13'

R = 744.00'

150+97.57SC =

CS = 156+87.69

ST =

SRS =

158+51.69

Lr = 164'

V = 40 mph

E = 7.0%

w = 3.2'

LProp. Rte 642

Constr. B

FC

Proposed R/W

Proposed R/W

Proposed R/W Proposed R/W

Proposed R/W

Proposed R/W

5.81%

SW

M

Entrance Req'd.

20' St'd. P

E-1, T

ype I

5.40

%S

WM

Entrance Req'd.

20' St'd. P

E-1, T

ype I

for Outfall

Prop. Temp. Constr. Easement

by the water quality permit.other than locations authorized impact to wetlands shall occur No unauthorized encroachment or adjacent to the project area. and along the wetland boundary to permitted wetland impact areas at the limit of disturbance adjacent Orange safety fence shall be placed

D-1

for Drainage


for Drainage


LDitch Constr. B

Prop. Outfall

7-2

30"

SWM 7-1

2:14:1 Cu

t or Fill Slo

pe

Station Elev. to Station Elev.

10.1 165+00 11.7

for ElevationsSee Cross Section

RIGHT


LEFT

159+00

Prop. Ditch Type A

9.0 173+00 12.1155+50

11.7 169+00 12.4165+00

9.0 159+00 10.1155+00

7-1

Existing Pipe to be removed

Existing Pipe to be cleaned out

Existing Structure to be removed

3' Bottom Width

2' Bottom Width

2:1

Outfall Ditch

2:1

4'

See Outfall Profile for Elevations

7-3

IP-A

7-4 7-5

RCD Type 1, L=9'

place after project completion)

2D-3)' Perm. SWM Structure (To remain in

RCD Type 1 Modified, L=13, (Detail A, Sheet

25'R

7B

7B0

SCALE

50' 100'

General Notes

Alignment Data

Profile Sheet

2

1G

7C

Matc

h Lin

e Sta. 2

29+5

0 See Sheet

No. 7

Matc

h Lin

e Sta. 2

14+5

0 See This Sheet

Matc

h Lin

e Sta. 2

14+5

0 See This Sheet

Exmore, VA 23350

PO Box 608




Delmarva Power

Utility Owners

757-667-3110


2920 Elmhurst Lane

Mr. Richard S. Owen


757-787-9750

Tasley, VA 23441


P. O. Box 290



757-787-2602

Onancock, VA 23417

5 North Street


Bayshore CATV, Inc.

Prop. Outfall Ditch

2:1 2:1

4' See Outfall Profile for elevation

Hydraulics



REFERENCES



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d10339107b.dgn


2/24/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


642

0642-065-577


C-5010642-065-577, RW-201,



JMT (757) 499-1895 7/22/2015

Roadway






LEGEND



C

F


00'

+00

00'

+00

00'

+00



(S77°11'47"W 2580.29')

(N12

°47'3

2"W 17

0.0

0')(N77°12'28"W 3380.64' Total)

6' Trail

PL

DB 227 PG 763

PB 14 PG 55

Tax# 90-A-644.05 Ac.

Inst. #140000761

PB 26 PG 52Tax# 90-2-B

IP

(N03°10'0

9"W 496.2

0')

(N77°12'28"W 8

00.48')

(MB 88 P

G 10

6)

(DB 17

3

Pg 342) (D

B 212 P

G 342)

150'

Delm

arva Power Ease

ment

+42.321294.68'

PL

PL

Soil Dr.

In Pl. 36" CM Pipe

Inv. 5.9

2'

Inv. 6.13'

In Pl. 15" Plastic Pip

e

FES Inv. 5.90'FES Inv. 6.18'

Inv. 8.36'

FES

IP

(N03°10'0

9"W 496.2

0')

(N77°12'28"W 8

00.48')

(MB 88 P

G 10

6)

(DB 17

3

Pg 342) (D

B 212 P

G 342)

150'

Delm

arva Power Ease

ment

+42.321294.68'

PL

PL

DB 227 PG 763

PB 14 PG 55

Tax# 90-A-644.05 Ac.

DB 218 PG 432

Tax# 90-A-9

Inst. #140000761

PB 26 PG 52

Tax# 90-2-B

(ES

VB

A)

(ESVBA)

(BC

U)

DP&L #34

628-5

3245

TMH (DAT

UR)

F.O. Ma

rker (

ESVBA)

F.O. Va

ult (ESVBA)

F.O. Ma

rker (

ESVBA)

F.O. Va

ult (BCU)

T

T

T

(ES

VB

A)

(ESVBA)

(BC

U)

DP&L #34

628-5

3245

TMH (DAT

UR)

F.O. Ma

rker (

ESVBA)

F.O. Va

ult (ESVBA)

F.O. Ma

rker (

ESVBA)

F.O. Va

ult (BCU)

T

T

T

Virginia Port Authority

BAY CREEK SOUTH LLC


CONONIE ATLANTIC COMPANY

BAY CREEK SOUTH LLC

CONONIE ATLANTIC COMPANY215

216

217

PI 2

17+6

5.9

3

218

219

220

PI 2

20+4

1.66

221

222

223

224

225

226

PI 2

26+5

1.64

227

228

229PI 217+77.28

PI 217+73.98

PI 220+52.17

PI 220+50.93

PI 222+11.56

LProp. Outfall Ditch Constr. B 006

012

for Outfall


Typ. Outfall Ditch

RCD Type I, H = 1.5', L = 10'

200

201

PI 2

01+57.2

8 202

203

204

PI 2

04+7

0.4

1

205

206

207

208

210

211

PI 2

11+19.6

9

PI 2

11+6

5.0

1

212 213

PI 2

13+9

9.4

2

PI 201+96.29

PI 201+94.85

PI 200+17.11

POT 200+00.00

PI 200+12.79

PI 209+12.23

PI 209+01.58

PI 208+98.46

PI 208+84.00

PI 207+90.02

PI 210+38.82

LProp. Outfall Ditch Constr. B

Prop. Outfall Ditch Constr. BL

PI 2

10+7

7.03

006

012

014

014

DB 218 PG 432

Tax# 90-A-9

for Outfall


Typ. Outfall Ditch

RCD Type I, H = 1.5', L = 10'

642

0642-065-577

d10339107c.dgn

Plotted By: localuser8:50:42 AM

11/25/2015

PROJECT MANAGER

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

SURVEYED BY, DATE

DESIGN BY



C-5010642-065-577, RW-201,

0 50’

10’

SCALE



JMT (757) 499-1895 7/22/2015

Roadway



EXIST. GROUND

201+00.00 202+00.00 203+00.00 204+00.00 205+00.00 206+00.00 207+00.00 208+00.00 209+00.00 210+00.00 211+00.00 212+00.00 213+00.00 214+00.00

8.2

7

8.5

8

6.5

4

7.5

5

7.8

9

8.3

3

8.4

6

8.4

1

7.7

8

7.6

6

8.16

9.10

9.8

2

10.2

1

9.3

3

7.3

9

9.7

9

8.2

5

13.3

9

11.7

3

9.2

4

9.8

7

10.0

0

10.5

9

11.2

8

11.4

1

11.3

7

11.2

6

200+00.00

PROP. DITCH GRADE

+0.07%

5.5

0

5.5

3

5.5

6

5.5

9

5.6

3

5.6

6

5.7

0

5.7

3

5.7

7

5.8

0

5.8

3

5.8

7

5.9

0

5.9

4

5.9

7

6.0

1

6.0

4

6.0

7

6.11

6.14

6.18

6.2

1

6.2

5

6.2

8

6.3

1

6.3

5

6.3

8

6.4

2

6.4

5

+0.07%

EX. 36" CONCRETE PIPE EX. PIPE

EXIST. GROUND

214+00.00 215+00.00 216+00.00 217+00.00 218+00.00 219+00.00 220+00.00 221+00.00 222+00.00 223+00.00 224+00.00 225+00.00 226+00.00 227+00.00 228+00.00

11.2

6

11.7

3

11.6

1

11.2

6

10.18

9.6

1

9.6

9

9.7

3

10.12

10.6

1

11.2

1

11.2

4

11.0

1

11.8

6

10.7

5

10.9

2

10.6

7

10.8

0

10.5

8

10.4

2

10.18

9.9

0

9.7

7

9.6

5

9.6

1

9.15

9.5

9

10.0

6

10.3

4

PROP. DITCH GRADE

6.4

5

6.4

9

6.5

2

6.5

5

6.5

9

6.6

2

6.6

6

6.6

9

6.7

2

6.7

6

6.7

9

6.8

3

6.8

6

6.9

0

6.9

3

6.9

6

7.0

0

7.0

3

7.0

7

7.10

7.14

7.17

7.2

0

7.2

4

7.2

7

7.3

1

7.3

4

7.3

8

7.4

1

+0.07% +0.07%

EX. 15" PLASTIC PIPE EX. 15" PLASTIC PIPE

228+00.00 229+00.00 230+00.00 231+00.00 232+00.00 233+00.00 234+00.00 235+00.00 236+00.00 237+00.00 238+00.00 239+00.00 240+00.00 241+00.00

10.3

4

10.6

3

10.9

1

11.2

1

11.4

0

11.4

2

11.4

9

11.6

2

11.5

1

11.6

7

12.0

7

12.2

0

12.11

11.9

3

11.8

6

12.15

11.8

1

11.6

3

11.0

3

11.2

8

11.4

1

11.5

2

11.3

9

10.9

0

11.0

7

11.4

3

11.6

8

PROP. DITCH GRADE

EXIST. GROUND

7.4

1

7.4

4

7.4

8

7.5

1

7.5

5

7.5

8

7.6

2

7.6

5

7.6

8

7.7

2

7.7

5

7.7

9

7.8

2

7.8

6

7.8

9

7.9

2

7.9

6

7.9

9

8.0

3

8.0

6

8.0

9

8.13

8.16

8.2

0

8.2

3

8.2

7

8.3

0

+0.07% +0.07%

7C

7C

-10_

0_

10_

20_

20_

10_

0_

20_

10_

0_ _0

_10

_20

_20

_10

_0

_20

_10

_0

Outfall Proposed Grade

Matc

h Lin

e Sta. 2

41+00 See Sheet

No. 8

B

ceastman

cge Stamp

8

Matc

h Lin

e Sta. 166+0

0 See Sheet

No. 7

Exmore, VA 23350

PO Box 608




Delmarva Power

Utility Owners

757-667-3110


2920 Elmhurst Lane

Mr. Richard S. Owen


757-787-9750

Tasley, VA 23441


P. O. Box 290



757-787-2602

Onancock, VA 23417

5 North Street


Bayshore CATV, Inc.

0

SCALE

50' 100'

8

Match Line Sta. 177+00 See Sheet No. 9

Match Line See Sheet No. 9B

Storm Profile

BMP Detail

General Notes

Alignment Data

Drainage Descr.

Outfall Profile Sheet

Profile Sheet

2E

2D(5)

2

1G

3B

8B

8A

Hydraulics



REFERENCES



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d10339108.dgn


2/24/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


642

0642-065-577


C-5010642-065-577, RW-201,



JMT (757) 499-1895 7/22/2015

Roadway






LEGEND



C

F


00'

+00

00'

+00

00'

+00



1412.96

Route 667

Inv. 12.07'

In Pl. 15" Plastic Pip

e

In Pl. 24" Conc. Pipe

Switch

#224922 Sty. Br. Dwl.

Inv. 9.2

8'

Inv. 9.09'

Inv. 11.58'

Cultivated Field

Cultivated Field

Cultivated Field

Conc.

Pool

Ent.

Gravel

Shed

Benders Lane

Ent.Gravel

Well

Dwl.2 Sty. Br.

Dwl.2 Sty. Br.

Garage

Block

Well

Woods Woods

Woods

Woods

Woods

Woods

Field PathField Path

4' Wire Fence

Well

Woods

IP

IP

IP

IP

IPipe

(N73°48'00'E 150.78')

(S21°50'0

0'E 113.3

0')

(S68°10'00'W 150.05

')

(N21°50'0

0'W 12

8.10')

(150.00')

(72.6

0')

(72.6

0')

(72.6

0')

(150.00')

(N72°39'31"E 1620.56')

(S72°47'25"W 231.12')

(S22°5

0'3

5"E 211.11')

(N74°51'41"E 314.93')

(R=767.43' L=94.05')

(N81°52'57"E 935.17')

(72.6

0')

(170.6

2')

PI 86

+58.1

0

N 68° 22' 22" E

N 7° 31' 13" E

80

85

90

of R/

R Ir

on

Punch Hole Top

+73.6650.50'

+36.3256.10'

+15.09346.91'N74°53'25"E 315.06'

+84.36435.59'

+00.4

956.4

7'

(Stone)

Prop. Mon.+63.73193.25'

N72°42'27'E 150.70'

+65.95

250.55'

S22°5

1'10'E 113.3

3'

N72°41'24"E 964.46'

6' Trail

6' Trail

PLPLPL

PL

PL

PL

PL

PL

PL

PLPL

(R=730.00' L=19

8.37')

(N35°50'29"

E)

(46.50')

)'7

9.141=

L '

00.

08

2=R(

(N06°47'24"E)(24.98')

(24.98')

(N06°4

7'2

4"E)

(24.98')

(R=400.00')(L=42.01')

(R=30.00')(L=44.90')

)'3

9.4

31=L

'1

6.09

1=R(

(S34°2

2'5

7"E 1172.74')

(150.73')

(150.00')

(90.6

1')

(105.4

1')

)'10.311=L '79.829=

R(

S67°08'50"W

N21°50'0

0"W

#35070-5

3345

DP

&L

#35050-5

3343

DP

&L

Guy

Wire

DP

&L #3514

9-5

3354

DP

&L #35089-5

3347

DP

&L #3516

8-5

3356

DP&L #35150-53313Verizon #11-99T

DP

&L #3514

9-5

3354

Guy Anchor

J-1

J-3

J-4

J-5

J-6

J-7J-8

J-9

J-10

J-11

J-12

J-13

Tax# 90-A-9

Tax# 90-3-BPB 26 PG 2

Plat Inst.

#9000254

8Inst.

#0900254

9

Tax# 91-A-1

0.42 Ac.

DB 277 PG 618

Tax# 90A-1-31

DB 321 PG 695

PDB 68 PG 320

Tax# 90A-1-29

DB 240 PG 612

PDB 68 PG 320

Tax# 90A-1-27

0.36 Ac.Tax# 90A-1-32

DB 305 PG 63PDB 68 PG 320

1.314 Ac.

DB 227 PG 763

PB 14 PG 55

Tax# 90-A-644.05 Ac.

DB 218 PG 432Inst. #070001957

DB 356 PG 173

Inst. #020002201

Tax# 90-A-9

Inst. #070001957

Tax# 90-

3-BPB 26 PG 2

Tax# 90-

19-B6.44 AC.

Inst #140002065

Inst #1400

02065

T

Elec. Panel

FH

(ESVBA)

(ESVBA)

WV(2)

Verizon #1049

F.O. M

arker Dis

k (E

SV

BA)

FO(ESVBA)(DATUR)Eoi

Eoi

(ESVBA)(ESVBA)

CANONIE ATLANTIC COMPANY

TOWN OF CAPE C

HARLES

I GROVER THOMAS SHOWARD JR.DEBRA A. SHOWARD

J LEROY THOMAS STEVENS

K FRANK SCERBO III

C & T REALITY, LLC

OF TRANSPORTATIONVIRGINIA DEPARTMENT


I

J

K

BAY CREEK SOUTH LLC

BAY CREEK SOUTH LLC

4' Graded Shoulder

4' Paved Shoulder

200' Stora

ge

Lane

6

6

12'

12'

12'

12'

13.7'

13.7'

13.7'

13.7'

12'

Curve RTE642_PRO3_6

PI = 174+39.98

T = 405.27'

L = 737.21'

R = 714.00'

LS IN = 168.00'

TS =

170+61.97SC =

PT = 177+99.18

167

168

169

170

171

172

173

174

175

176

V = 40 mph

E = 7.1%

w = 3.4'

168+93.97

200' Right Turn Lane

Lr = 168'

4' Graded Shoulder

4' Paved Shoulder

245

246

247

PI 2

47+2

8.9

0

248

249

250 2

51

252

TS 168+93.97 SC 170+61.97

PI 252+05.24

Lane

Storage

200'

LProp. Rte 642 Constr. B

LProp. Outfall Ditch Constr. B

CF FC

200' Taper

PI 2

52+31.2

9

254

255

Proposed R/W

Proposed R/W

Proposed R/W

014

for DrainageConstr. EasementProp. Temp.

DO NOT DISTURB

ends of drain lines.prevented GPR use to locateof brush debris whichrun under/into a large pileThe septic drain field lines

13.7'

13.7'

for Outfall


CF

FC

by the water quality permit.other than locations authorized impact to wetlands shall occur No unauthorized encroachment or adjacent to the project area. and along the wetland boundary to permitted wetland impact areas at the limit of disturbance adjacent Orange safety fence shall be placed

POT 255+00.00

D-4

8-2

36"

2:14:1 Cu

t or Fill Slo

pe


12.3 174+50 11.0

for ElevationsSee Cross Section

RIGHT


LEFT

170+00

9.0 173+00 12.1155+50

11.0 177+50 13.0175+00

11.8 169+00 12.4165+00

11.5 177+00 12.8174+50

or 2

MH-1

8-1

8-3

8-4

8-5

36"

15"

15"

Existing Pipe to be removed

Existing Pipe to be cleaned out

Existing Structure to be removed

IP-C

IP-C

IP-C

2' Bottom Width, Water Quality Swale

173+50 9.5 174+50 11.5 2' Bottom Width, Water Quality Swale

Typ. Outfall Ditch

RCD Type I, H=1.5', L=10' (To remain in place after project completion)

Perm. SWM Structure

RCD Type I Modified, L=12', (Detail C, Sheet 2D-3)

0

642

0642-065-577

d10339108b.dgn

Plotted By: localuser8:50:44 AM

11/25/2015

PROJECT MANAGER

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

SURVEYED BY, DATE

DESIGN BY



C-5010642-065-577, RW-201,

0 50’

10’

SCALE



JMT (757) 499-1895 7/22/2015

Roadway



LL

E

= 12

212

155.6

7

N

= 36310

34.4

7

= 34°0

7’11"

CO

NS

TR

UC

TIO

N

B

ST

A. 174+0

1.95

PO

T

RO

UT

E 642

CO

NS

TR

UC

TIO

N

B

ST

A. 2

52

+00.0

0

PO

T

OU

TF

ALL

EXIST. GROUND

+0.07%

PROP. DITCH GRADE

9.0

0

+0.07%Ex. 42" CM PIPE

Pr. 36" PIPEPr. 36" P

IPE

241+00.00 242+00.00 243+00.00 244+00.00 245+00.00 246+00.00 247+00.00 248+00.00 249+00.00 250+00.00 251+00.00 252+00.00 253+00.00 254+00.00

11.6

8

12.12

12.6

6

11.5

8

9.7

5

10.7

2

10.8

3

10.9

2

11.0

0

10.8

1

10.6

2

10.5

1

10.3

4

10.4

3

10.8

5

10.9

3

10.8

1

10.6

3

10.7

2

10.9

3

10.8

5

10.5

6

10.2

0

10.3

7

10.8

6

10.8

2

10.6

9

8.3

0

8.3

3

8.3

7

8.4

0

8.4

4

8.4

7

8.5

1

8.5

4

8.5

7

8.6

1

8.6

4

8.6

8

8.7

1

8.7

5

8.7

8

8.8

1

8.8

5

8.8

8

8.9

2

8.9

5

8.9

9

8B

8B

20_

10_

0_ _0

_10

_20

Outfall Proposed Grade

Matc

h Lin

e Sta. 2

41+00 See Sheet

No. 7

C

ceastman

cge Stamp

pl - virginia department of transportation · description sheets, etc. ) va. state route project...

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