PH PLANS - virginiadot.org · Wood Carp ort # 17948 2-Sty Brick Bush Bushes Bushes Post 6" 3Maple...

8

8

Denotes Construction Limits in Cuts

Denotes Construction Limits in Fills

C

FDenotes Demolition of Existing Pavement

Denotes New Pavement

Denotes Build-up Existing Pavement

Matc

h Lin

e Sta. 293

+00 - S

ee Sheet 9

Matc

h Lin

e Sta. 286+0

0 - S

ee Sheet 7

Property Owners 1E-1E(3)

Entrance Profiles 19(1)

Utility Owners 3

Reloc. Duke St. Profile 11B

Drainage Descr.

Mainline Profile 8A

BY

AZ

BA

BB

BC BD

BE

BF

BG

BH

BI

GG

GF

Gate

Asphalt0.5'

Curb

Asphalt

Asphalt

Asphalt

Asphalt

Asphalt

AsphaltAsphalt

Conc.

Asphalt

Asphalt

2.5' C&G

2.5' C&G

2.5' C

&G

Asphalt

2.5' C&G

2.5' C

&G

Asphalt

Asphalt

Asphalt

Gravel

Asphalt

0.5'

Curb

Fraley BoulevardU.S. Route 1

Old TV Antennae

SignSign

Sign

Sign

# 18021

1-Sty Brick

Bollards (8)

Bollards (2)

Bollards (3)# 18016

1-Sty Frame

6'

Chain Lin

k Fence

Bollard

Bollard

1-Sty Block

Conc.

# 18014

2-Sty Brick

Post

SignSign

# 18043

1-Sty Brick

WallBrick

#18039

1-Sty Brick Bldg.

Sign

Bollard

Mix

ed Trees

Bollard

Conc.

Conc.

Carport

Bollard

Fence6' Wood

Dumpster

Mixed

Trees

Post

6" Maple

6' C

hain Lin

k Fence

ShedWood

Brush

# 17970

1-Sty Brick

4' Hardwoods (2)Container

6' C

hain Lin

k Fence

Shrubs

Bush

Sig

n

Sig

n

Sig

n

6" Maple

Sign

Post

Bush

Bushes

Shrubs

Sign

Sign

Sig

n

Bush

Sign (2)

Post

Sign

Post

Post

Sign (2)

Sign

BushBush

BushBush

Sign

Sign

Flag

FlagFlagFlag

Flag 8" Maple

8" Maple8" Maple

8" MapleFlag

Sign

Fla

g

Bushes

Sign

Sign

Kiosk

Frame

Bric

k Pavers

Conc.

Conc.

2-Sty Brick Bldg. # 17987

Sign

Sig

n

Sig

n

Sign

D

D

D

D

D

061

097

099

100

109

110 111

333

334

335

336

337

338

(a)

(b)(c)

87.6

0'

Conc

Mon +8

4.9

1

147.5

3'

Pip

e +6

2.16

36.2

1'Pip

e +4

9.4

5

40.17'

Pip

e +4

9.7

0

48.5

5'

Pip

e +5

1.42

43.6

2'

Pip

e +2

1.85

(N31°34'50"

E 396.4

8')

(S47°25'37"W 381.41')

20'

(S43°0

3'3

2"E 269.3

4')

(S44°45'00"W 122.05')(S

44°E 369')

(80')

(255.2'

)

(58.3')

(58.3')

(N31°30'00"

E 137.5

0')

C OLD

RICHMOND -

WASHINGTON H

IGHWAY

L

(117.50')

(40' R/

W)C D

UKE STREET

L

(S47°16'00"W 80.96')

(S53°12'0

0"E 115.0

4')

(S47°16'00"W 141.01')

(N47°25'37"E 1050')(N47°25'37"E 89.09')

(N45°15'W 96.5')

(S44°45'W 76.5')

(S44°E 93.5')

(N47°E 78.2')

(N44°W 369')

(S31°30'00"

W 58.02')

D.B. 260, PG. 386

VEPCO Esmt. (Approx. Location)

S

S

S

026 027

028

Guy

Wire (2)

LP No #

LP

No #

LP No

#

LP No

#

PP #D

O78

LP No #

LP

No #

LP No

#

PP #B

A83

LP

No #

LP

No #

PP #B

P91

Guy Wire (2)

Guy

Wire (2)

LP

No #

LP

No #

LP

No #

LP

No #

LP

No #

Guy Wire

PP #B

P92

LP

No #

PP #B

O34

Guy

Wire

PP

No #

LP

No #

LP No #

LP No #

LP

No #

LP

No #

LP

No #

WV (3)

WV

FH W

V

WMWM

WV

WV

WV

FH

Guy

Wire (2)

Tel. C

abin

et

No #

Tel. P

ed. #10

76

TP #906

B3815

7

TP #906

C30118

N 36° 30' 57" E

86

87

88 89

90

91

92

=

05°2

5'4

7"

Rt.

PI 91+78.5

2

Prop. R/W

Prop. R/W

Prop. R/W

Prop. Perm. Slope Easement


Prop. R/

W

Prop. P

er

m. Slo

pe Ease

ment

Prop. R/W

Prop. Acquisition Line

Prop. Ac

quisition Lin

e

Prop.

R/

W

Prop. Acquisition Line

Prop. R/W

Prop. T

emp. E

ntr. C

onstr. E

ase.

Prop. Temp. Constr. Ease. for Entr.

Prop. Temp. Constr. Ease. for Entr.Prop. T

emp.

Constr. Ease. for Entr.

039

025

038

037

036

035034

033

032


028

Prop. R/

W

0

SCALE

25' 50'

1

0001-212-249

0001-212-249, PE-101

REFERENCES

( PROFILES, DETAIL & DRAINAGE

DESCRIPTION SHEETS, ETC. )

Thomas E. Aigner PE (804)786-1560 Central Office

Leon E. Treutle LS (703)259-3224 7/17/13

Hong "Jenny" Ha PE (703)259-2907 NOVA District

Leon E. Treutle LS (703)259-3224 7/17/13

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE

ROUTE PROJECTSHEET NO.

d9033908.dgn

Plotted By: WAP04107$2:47:44 PM

8/31/2018

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

PROJECT MANAGER

HYDRAULIC ENGINEER

Richmond, Virginia

VDOT Location & Design

ROADWAY ENGINEER

Richmond, Virginia


THESE PLANS ARE UNFINISHED

AND UNAPPROVED AND ARE NOT

TO BE USED FOR ANY TYPE

OF CONSTRUCTION OR THE

ACQUISITION OF RIGHT OF WAY.

PH PLANS


PH PLANS286

287

288

289

290

291

292

293

Curve DUKE-1

PI = 11+58.37

T = 72.87'

L = 124.32'

R = 95.00'

10+85.50PC =

PT =12+09.82

POT10+00.00

PC10+85.50

11

=90°00'00" Lt.

P.O.T. 10+00.00 R

eloc. Duke Street

P.O.T. 292+51.48 F

raley Blvd.

V = 20 MPHULS = 2% Super

286

293

F C

C F

CF

ADDITIONAL EASEMENTS

WILL BE REQUIRED BEYOND

THE PROPOSED RIGHT-OF-WAY

SHOWN ON THESE PLANS.

FC

FC

CF

8-3

8-2

RemovedTo Be

8-68-7

RemovedTo BeRemovedTo Be

RemovedTo Be

RemovedTo Be

8-1

8-5

8-8

RemovedTo Be

RemovedTo Be

RemovedTo Be

9-12

45' R45' R

25' R

25' R

25' R 25' R

25' R

25' R

Reloc.

Duke Str

eet

St'd. CG-7 Req'd.

St'd. CG-7 Req'd.

St'd. MS-1A Req'd.

5' Concrete Sidewalk Req'd.

10' Asphalt Path Req'd.


55' R

100' R

20' R

20' R

Sta. 11+5

0

End

Constr

uction

Graha

m

Park Rd. L

Sta. 10+45.00

Begin Construction Reloc. Duke Street

Prop. Full Depth Sawcut

St'd. MS-2 Req'd.

+2.8

0%

Type IV

30'

CG-11 Entr. R

eq'd.

-3.3

5%

Type IV

30'

CG-11 Entr. R

eq'd.

+1.6

1%Type IV

40'

CG-11 Entr. R

eq'd.

-1.7

7%

Type IV

26'

CG-11 Entr. R

eq'd.

Southbound - Rte. 1 - Fraley Blvd.

Northbound - Rte. 1 - Fraley Blvd.

200' Taper

400' Full Width

37'

37'

Bus Stop LocationPotential PRTC

124' Taper

10' R

St'd. CG-7 Req'd.

9

9



C




Matc

h Lin

e Sta. 300+0

0 - S

ee Sheet 10

Matc

h Lin

e Sta. 293

+00 - S

ee Sheet 8



Utility Owners 3

Drainage Descr.

Mainline Profile 9A

CC

CB

CA

BZ

BN

GGGJGI

GG

GH

BY

CD

GG

BH

4' Metal Fen

ce

AC Pad

6' Wood Fence

Billboard #10

0907

Asphalt

Asphalt

Asphalt

Asphalt

Asphalt

Asphalt

Asphalt

Asphalt

Asphalt

Asphalt

2.0' C&G

2.0' C&G

2.5' C&G

Conc.

2.5' C&G

Asphalt

Gravel

Conc.

2.5' C&G

Asphalt

Conc. Conc.

Conc.

2.5' C&G

Asphalt

Asphalt

2.5'

C&

G

Duke Street

U.S. Route 1Fraley Boulevard

Pole

Fla

g

Pole

Fla

g

Sig

nSig

n

Container

15" Pecan

Post

Rope F

ence

Sign

Shrubs

Shrubs

Post

Shed

WoodCarport

# 17948

2-Sty Brick

Bush

Bushes

Bushes

Post

6" Maple

40" Oa

k w/Mix

ed Tre

es

4" Hardwood

4" Pine

Bush

# 17932

4-Sty Brick Bldg.

Bush

4" Hardwood

Shrubs (10)

Shrubs (8)

Bric

k

Wall

Bric

k

Wall

4'

Metal

Rail

Shrubs

Shrubs

12" HW

12" HW Bollard

Conc.

8" Maple

Conc.

Sig

n

Sig

n

Guardrail

Sig

n

Sig

n

Sig

n

Sig

n

Sign

Shrub

Shrubs

12" Hardwood

6" HardwoodShrub

Sign

Asphalt

Conc.

Conc.

Conc.

# 17959

2-Sty Brick Bldg.

Shrub

Guardrail

Mixed Trees

Mix

ed Trees

Mixed Trees

Mixed Trees

Conc.

&

Brush

Scattered

Mix

ed Trees

& Brush

Scattered Mixed Trees

Scattered Mixed Trees

Sign

Post

Sign

Flag PoleFlag Pole

Guardrail

115

D

101

102

106

107

108

112

113

114

116

Pip

e (Dist.) +85.6

4

25.3

7'

28.2

7'

Pip

e +8

5.6

4

(55.00')

(N47°25'37"E)

(N42°3

4'2

3"W 10

8.2

7')

(S42°3

4'2

3"E 10

8.2

7')

(N31°34'50"

E 59.77')

(58.3')

(58.3')

(N31°34'50"

E 120.0

0')

(S42°3

4'2

3"E 15

7.3

6')

(N42°3

4'2

3"W 15

7.3

6')

(N42°3

4'2

3"W 12

4.5

9')

(S42°3

4'2

3"E 12

4.5

9')

(S42°3

4'2

3"E 266.7

2')

(N42°3

4'2

3"W 266.7

2')

(S47°25'37"W 57.5') (S47°25'37"W 115.44') (S47°25'37"W 285.28')

(N31°34'50"

E 296.5

4')

(S42°3

4'2

3"E 238.3

3')

(N42°3

4'2

3"W 238.3

3')

(S47°25'37"W 100.00')

(N31°30'E)

(58.3')

(58.3')

(30' R/

W)

C EAST D

UKE STREET

L

(15.0

4')

(15.0

1')(S31°30'00"

W 118.18')

(N47°25'37"E 1050')

(S42°3

4'2

3"E 210')

(N42°3

4'2

3"W 338.4

2')

(N47°25'37"E 330')

(N42°3

4'2

3"W 260.0

0')

(S42°3

4'2

3"E 260.0

0')

(N47°25'37"E 65.00')

(S42°3

4'2

3"E 260.0

0')

(N42°3

4'2

3"W 260.0

0')

(N49°3

0'0

0"W 260.0

0')

(S49°3

0'0

0"E 260.0

0')

(N40°30'00"E 150.00')

D. B. 19

7, P

G. 14

2

40'

RE

SE

RV

ED

ST

RIP

S

T

TV

029

Guy

Wire

LP No

#

PP #B

O79

LP No #

LP

No #

Guy

Wire

LP No #

PP #C

A45

PP #D

B94

PP #DB42

Guy Wire

LP

No #

LP

No #

LP

No #

PP #C

A63 PP #D

A08

Guy

Wire

LP No #

LP No #

FH

WV (2)

FO

Marker

Tel. Ped. #9

245

TP #90

6C3924

2

TP #90

6C3921

3

TP #90

6C3918

3

TV Ped.

No #

93

94

95

96

97

98

99

Prop. R/W

Prop. R/W

Prop. R/W




Prop. Perm. Drainage Easement

Prop.

R/

W

Prop. R/

W

Prop. R/W

Prop.

Acquisitio

n Lin

e



038

036

041

042

043

044

045

039

039

039

046 047 048

Ease. for Entr.Prop. Temp. Constr.

Prop. R/W

Prop. R/

W

0

SCALE

25' 50'

1

0001-212-249

0001-212-249, PE-101

REFERENCES




Leon E. Treutle LS (703)259-3224 7/17/13


Leon E. Treutle LS (703)259-3224 7/17/13

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d9033909.dgn


8/31/2018

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER

HYDRAULIC ENGINEER

Richmond, Virginia


ROADWAY ENGINEER

Richmond, Virginia







PH PLANS

PH PLANS293

294

295

296

297

298

299

PC299+11.00

300

12

PT12

+09.8

2

13

293

300

Curve RTE1MLALI2-4

PI = 300+84.31

T = 173.31'

L = 346.48'

R = 5,000.00'

299+11.00PC =

PRC =302+57.48

V = 45 MPH

ULS - Normal Crown

FC C F





RemovedTo Be

RemovedTo Be

9-9

9-5

9-8

9-4


9-3

9-2

RemovedTo Be

9-6

RemovedTo Be9-11

RemovedTo Be

9-7

9-1

9-10

9-12

45' R

25' R

25' R

25' R 25' R

St'd. CG-7 Req'd.

St'd. CG-7 Req'd.

St'd. MS-2 Req'd.St'd. MS-2 Req'd.


55' R

Sta. 12+00

End Construction Reloc. Duke Street

Prop. Full Depth Sawcut Prop. Full Depth Sawcut

-8.8

7%

Type IV

40'

CG-11 Entr. R

eq'd.

-2.8

6%

Type IV

30'

CG-11 Entr. R

eq'd.

-2.7

1%Type IV

30'

CG-11 Entr. R

eq'd.

-6.5

9%

Type IV

30'

CG-11 Entr. R

eq'd. -13.3

3%

Type IV

30'

CG-11 Entr. R

eq'd.

25' R

Rte. 1 Constr. BL



Duke St.

37'

37'

10

10



C




Matc

h Lin

e Sta. 306+0

0 - S

ee Sheet 11

Matc

h Lin

e Sta. 300+0

0 - S

ee Sheet 9



Utility Owners 3

Drainage Descr.

Mainline Profile 10A

CD

GM

GG

CE

8' Wood Fence

8'

Wood Fence

Asphalt

Gravel

Asphalt

Gravel

Gravel

Gravel

Gravel

Asphalt

Pole

Fla

g

Sign Sign

# 178841-Sty Frame Bldg.

Mixed Trees

Mixed Trees

Guardrail Guardrail

Shrubs

8" Cedar

Flag

117

351

352

353

Asphalt

AsphaltAsphalt

2.5' C&G 2.5' C&G

2.5' C&G 2.5' C&G

Sign

Guardrail

& Brush

Mixed Trees

& Brush

Mixed Trees

& Brush

Mixed Trees

Flag

Sign

Flag Flag

SignSign

Sign

6" Hardwoods (7)

Mixed Trees

Sign Sign

4'

Hard

wood

Sign

Conc.

4" Hardwood

Mailbox

Sign Sign

3'

Metal Fence

Mixed Trees

Block Wall

D

D

D

D

D

Rete

ntion

Area

Possible Underground

118

119

120

121

122

128

129

32.3

0'

Pip

e (Dist.) +22.5

7

Pip

e +6

7.4

3

36.3

1'

(S42°3

4'2

3"E 347.2

7')

(N42°3

4'2

3"W 347.2

7')

(S47°25'37"W 283.78')(S47°25'37"W 816.00')

(N47°25'37"E 330')

(N47°25'37"E 126.40')

(51.52')

(N40°30'00"E)(N31°58

'10"E 101.12')

(N40°30'00"E 172.00')

Inst. #

20050513

0077538

Inst. #

20050513

0077537

15'

Waterline Es

mt.

D.B. 2

32 P

G. 2

80

20' S

anitary S

ewer Easement

D.B. 260, PG. 386

VEPCO Esmt. (Approx. Location)

S

S

S

(a)

(b)

(c)

(d)

034

037038

PP

NO #

Guy

Wire

PP #D

B67

WV

FH

WV

FO

Marker

N 41° 56' 44" E

100 101

102

103

104

105

Prop.

R/

W

Prop. R/W

Prop. Perm. Slope & Drainage Easement


Drain

age Ease

ment

Prop. Per

m.

Prop. R/W


045

039

049

050

Prop. R/W



Prop. R/W


0

SCALE

25' 50'

1

0001-212-249

0001-212-249, PE-101

REFERENCES




Leon E. Treutle LS (703)259-3224 7/17/13


Leon E. Treutle LS (703)259-3224 7/17/13

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d9033910.dgn


8/31/2018

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER

HYDRAULIC ENGINEER

Richmond, Virginia


ROADWAY ENGINEER

Richmond, Virginia


PH PLANS






PH PLANS

Curve RTE1MLALI2-4PI = 300+84.31

T = 173.31'L = 346.48'R = 5,000.00'

299+11.00PC =

PRC =302+57.48

Curve RTE1MLALI2-5PI = 304+30.79

T = 173.31'

L = 346.48'

R = 5,000.00'

302+57.48PRC =

PT =306+03.96

300

301

302

PR

C302

+57.4

8

303 304

305

306

PT306+0

3.9

6

V = 45 MPH

ULS - Normal CrownV = 45 MPHULS - Normal Crown

300

306

F C C F





Bottom Elev. 21'BMP #3

10-5

10-2

RemovedTo Be

10-18

10-1

RemovedTo Be

10-11

10-10


10-3

10-4

10-7

10-4

10-9

10-12

10-8

RemovedTo Be

25' R

25' R

St'd. CG-7 Req'd.

St'd. CG-7 Req'd.




-8.4

7%

Type IV

40'

CG-11 Entr. R

eq'd.

+10.6

8%

Type IV

20'

CG-11 Entr. R

eq'd.

St'd. MS-2 Req'd.

Rte. 1 Constr. BL



200' Full Width200' Taper

37'

37'


25' R

11

11



C




Matc

h Lin

e Sta. 313

+00 - S

ee Sheet 12

Matc

h Lin

e Sta. 306+0

0 - S

ee Sheet 10


Utility Owners 3

Williamstown Dr. Profile 11B

Drainage Descr.


CH

CF

CE

GO

GN

GM

GP

CG

Parapet Wall

Billb

oard

Parapet Wall

Bridge Deck (Paved)

GravelAsphalt

2.5'

C&

G

2.5'

C&

G

Conc.

Walk

Conc.

Walk0.5'

Curb

0.5'

Curb

2.0'

C&

G

2.0'

C&

G

Asphalt

Asphalt

Asphalt

Asphalt

Asphalt

2.5' C&G

2.5'

C&

G

2.5'

C&

G

2.5'

C&

G

2.5'

C&

G

Gravel

Gravel

Willa

msto

wn

Drive

U.S. Route 1

Guardrail

Guardrail

Guardrail

Guardrail

& Brush

Mixed Trees

& Brush

Mixed Trees

& Brush

Mixed Trees

& Brush

Mixed Trees

& Brush

Mixed Trees

& Brush

Mixed Trees

& Brush

Mixed Trees

Sign Sign

SignSign

Sign

Sign

Sign

Sign

10"

Maple

10"

Maple

10"

Maple

Sign

Sign

Sign

Conc.

4"

Hard

woods (5)

4" Hardwood

4" Hardwood

4" Hardwood

4" Hardwood

Bollard

Bollard

Shrubs (6)Sign

Mixed Trees

Mixed Trees

Block Wall

Sign

4' Metal Fence

Sign

Low Brush

Low Brush

Low Brush

Mixed TreesMixed Trees

& Bushes

Mixed Trees

4" Hardwood

4" Hardwood 4" Hardwood

4" Hardwood

Shrub

Shrub

Shrub

4" Hardwood

Block

Wall

Quantico C

reek

Quantico C

reek

D

DD

D

D

D

D

D

D

DD

(a)

(b)(c)

(c)

Rete

ntion

Area

Possible Underground

124

125

126

127128

129

130131 132

133

134

135136

137

140

141

142

IP

+49.3

657.2

5'

22.0

3'

IP (Dist.) +91.73

17.6

0'

IP

+36.10

184.7

8'

IP

+97.6

7

16.0

8'

Pip

e +9

3.8

5

D.B. 1367 PG. 822

Purposes (25' R)

Esmt. for Public Street

(40.00')

(S47°00'00"W)(15.90')

(DUE

NOR

TH)

(34.0

9')

(N55°17'3

0"W)

(28.74')

(S84°45'10"W)

(N49°3

0'0

0"W 18

6.3

0')

(L= 39.27')

(R= 2

5.00')

(S49°3

0'0

0"E 350.4

4')

(N57°58'38"E 86.53')

(S88°33'25"E 172.82')

(N45°15'50"E 120.42')

(N49°3

0'0

0"W 395.4

5')

(N81°4

1'00"W 142.00')

(S73°02'30"W 69.07')

(N36°06'05"E 130.38') (57.50')

(N40°30'00"E)

(S49°3

0'0

0"E 17

6.4

4')

(54.40')

(S50°07'51"W)

QU

ANTIC

O CR

EE

K

CENTE

R OF

CENTE

R OF

QU

ANTIC

O CR

EE

K

CREE

K

CE

NTE

R

OF

CRE

EK

CE

NTE

R

OF

CRE

EK

CENTER OFCE

NTE

R

OF

QUANTICO CREEK

(59.16')

(N74°13'39"E)

D.B. 1367 PG. 822

20' Storm Sewer Easement

VEPCO Esmt. (Approx. Location) D.B. 309, PG. 167

D.B. 2

32 P

G. 2

80

20' S

anitary Sew

er Easem

ent

Inst. #

20050513

0077538

Inst. #

20050513

0077537

15'

Waterline Es

mt.

S

S

039

040

LP

No #

Guy Wire

PP NO #

LP No #

LP No #

PP #E

C25

PP #E

C13

Guy

Wire

Guy

Wire

Guy

Wire

Guy

Wire

PP

NO #

WV (2)

Guy

Wire

FO Marker

FO

Marker

TP

No #

PP #E

C58

PP #E

C58

Guy

Wire

TP

No #

106

107

108

109

110

111

112

FC

FC

0

SCALE

25' 50'

1

0001-212-249

0001-212-249, PE-101

REFERENCES




Leon E. Treutle LS (703)259-3224 7/17/13


Leon E. Treutle LS (703)259-3224 7/17/13

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d9033911.dgn


8/31/2018

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER

HYDRAULIC ENGINEER

Richmond, Virginia


ROADWAY ENGINEER

Richmond, Virginia







PH PLANS


PH PLANS

Prop. R/W

Prop. R/W



Prop. R/W

Prop. R

/W



Prop. R/W

050

049

051

052

053

054

055

059

306

PT306+0

3.9

6

307

308

309

310

311

312

313

POT10+00.00

11

12

=90°17'28.7" Rt.

P.O.T. 10+00.00 Williamstown Drive

P.O.T. 306+94.37 Fraley Blvd.

306

313





RemovedTo Be

RemovedTo Be

11-5

11-6

11-7

11-9


11-3 11-2

11-1

RemovedTo Be

11-10

11-12

11-13

11-14

11-11

45' R

45' R

400' Prop. Bridge

1' R

Willia

msto

wn

Drive

St'd. CG-7 Req'd.

St'd. MS-1A Req'd.

St'd. MS-2 Req'd.

7.5'

R

Sta. 309+75+/-

Begin Bridge Over Quantico Creek

Sta. 10+57.00

Begin Construction Williamstown Drive

Sta. 11+35

End Construction Williamstown Drive

St'd. MS-1A Req'd.


Spec. Design FOA Type 1 Req'd.

St'd. GR-MGS-4 Req'd.



St'd. CG-7 Req'd.

1' R

St'd. MS-2 Req'd.

40' R

350' Full Width

200' Taper

Rte. 1 Constr. BL



37'

12

12



C




Matc

h Lin

e Sta. 320+0

0 - S

ee Sheet 13

Matc

h Lin

e Sta. 313

+00 - S

ee Sheet 11



Utility Owners 3

Drainage Descr.


CG

CO

CP

CQ

CR

CS

CT

CU

CV

GQ

GP

GR

CW

Gravel/Grass

Asphalt

Gravel

Asphalt

Gravel

Asphalt

Gravel

2.5' C&G

0.5' Curb

Gravel

Fraley Boulevard

Guardrail

Guardrail

& Brush

Mixed Trees

& Brush

Mixed Trees

& Brush

Mixed Trees

& Brush

Mixed Trees

& Brush

Mixed Trees

Mixed Trees

Mixed Trees6' Chain Link Fence

6' Chain Link Fence 6' Chain Link Fence

6' Chain Lin

k Fence

6' Chain Lin

k Fence

6' Chain Link Fence

Low Brush

& Bushes

Mixed Trees

Low

Brush

Grass

Contain

er

Gate

6" Maple

Sign

Sign

Sign

Low BrushLow Brush

Low Brush

Conc.

6' Chain Link Fence

6' Chain Link Fence

# 17735

1 Sty. Brick Bldg.

6' Chain Lin

k Fence

Shed

WoodA/C

6' Wood Fence

& Brush

Mixed Trees

& Brush

Mixed Trees

(Dilapid

ate

d)

6'

Chain Lin

k Fence

12"

Hard

wood

12"

Hard

wood

Gate

D

170

184.7

8'

IP

+97.6

7

16.0

8'

Pip

e +9

3.8

5

153.13'

Pip

e +6

8.2

8

(N64°23'20"E 868.43')

(S41°17'20"W 805.44')

(S70°15'W)

(50')

(50')

(50')

(50')

(50')

(50')

(50')

(50')

(40')

(N27°4

5'2

5"W 306.44')

(N40°30'00"E 348.96')

(S25°0

2'5

0"E 18

2.0

7')

(19.08')(S29

°24'31"W)

(S21°14'56

"W 102.97')

(N49°3

0'0

0"W 18

6.3

0')

(N55°37'26"E 84.89')

(N29°24'3

1"E 42.96'

)

(N57°58'38"E 86.53')

(S49°3

0'0

0"E 17

6.4

4')

(54.40')

(S50°07'51"W)

per Project # 0001-076-V

37, R

W-2

01

Var. Width Drainage Es

m't

QUANTICO CREEK

(50')

(S70°15'00"W 100.00')

(S19°4

5'0

0"E 245.48')

D.B. 2088, P

G. 12

62

20' Sanitary Easement

VEPCO Esmt. (Approx. Location) D.B. 309, PG. 167 S

S

T

043

044

Guy

Wire

Guy

Wire (2)

PP #212

42

PP #F

E71

PP #F

E71

Guy Pole

Elec.

Cabin

et

PP #F

E61

PP #F

E60

Guy

Wire

Tel. B

ox

FO

Marker

Tel. C

abin

et #3821

FO

Marker

113

114

115

116

117

118 119

120

=

04°4

9'17" Lt.

PI 115+6

0.7

5

Prop. R/W


Prop. Perm.

Drainage Easement

Prop. R/W

Prop.

R/

W


Prop. R/W

Prop. Temp. Constr. Ease. for Entr. Prop. Temp. Constr. Ease. for Entr.

053

059

056

057

058

059

060

040

0

SCALE

25' 50'

1

0001-212-249

0001-212-249, PE-101

REFERENCES




Leon E. Treutle LS (703)259-3224 7/17/13


Leon E. Treutle LS (703)259-3224 7/17/13

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d9033912.dgn


8/31/2018

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER

HYDRAULIC ENGINEER

Richmond, Virginia


ROADWAY ENGINEER

Richmond, Virginia







PH PLANS


PH PLANS

Curve RTE1MLALI2-6

PI = 318+62.18

T = 173.31'

L = 346.48'

R = 5,000.00'

316+88.87PC =

PRC =320+35.35

313

314

315

316

PC316

+88.8

7

317

318

319

320

V = 45 MPHULS - Normal Crown

313

320





12-11

12-12

12-7

12-6 12-5

12-212-912-10

12-3

12-1


12-4

12-8

12-13

12-14

25' R25' R

25' R 25' R

-8.5

%(+/-)

Type I

30'

CG-11 Entr. R

eq'd.

St'd. CG-7 Req'd.

St'd. CG-7 Req'd.


10' Asphalt Path Req'd. 10' Asphalt Path Req'd.


Sta. 313+75+/-

End Bridge Over Quantico Creek

-8.5

3%

Type I

30'

CG-11 Entr. R

eq'd.





Rte. 1 Constr. BL



Type 1 Req'd.

Spec. Design FOA

200' Taper

37'

37' Bus Stop LocationPotential PRTC

13

13



C

F

Denotes Demolition of Existing Pavement



Matc

h Lin

e Sta. 326+0

0 - S

ee Sheet 14

Matc

h Lin

e Sta. 320+0

0 - S

ee Sheet 12

Match Line - See Sheet 14B



Utility Owners 3

Canal Rd. Profile 13B

Drainage Descr.


CW

CX

CY

CZ

DA

DB

DC

DD

GU

GT

GS

GRGV

CV

DB

Wds

Grvl. B

roken Conc

6 Clf B

w

Link Fen

ce

Fra

med

Wood Retainer

Fence

6' WoodShrub

Grass

Metal Sig

n

Bolla

rd

Gate P

ostGate P

ost

Grass

Flowerbed

Illuminated

Metal

Grass

Ditch

Wood

Grass

Grass

Grass

Sign

Metal

0.5' C

urb

0.5' C

urb

TankFuel

Conc.

Conc.

8' W

ood

Conc.

Asphalt

2.5' C&G

Asphalt

Asphalt

Asphalt

Asphalt

Asphalt

Asphalt

Asphalt

Asphalt

Gravel/Grass

Conc.

Conc.

Gravel

Gravel

Conc.

Gra

vel

Asphalt

2.0' C&G0.5' Curb

2.5' C&G

Asphalt

Asphalt

Asphalt

Asphalt

Asphalt

Asphalt

Asphalt

Conc.

2.5' C&G

2.5' C

&G

2.5' C

&G

0.5

Curb0.5

Curb

Asphalt

Conc.

AsphaltAsphalt

2.5' C

&G

2.5' C

&G

2.5'

C&

G

2.5' C&G

/Gravel

Conc.

U.S. Route 1Fraley Boulevard

Canal Road

Sign

Sign

& Brush

Mixed Trees

&

Brush

Mixed Trees

# 17679

1 Sty. Fr. Dwl.

# 3661

1 Sty. Metal Bldg.

Bush

Shed

Metal

4' CLF AC

6' Wood

Trailer

Shed

Wood

Shed

Wood

12"

Hard

wood

12"

Hard

wood

Bushes

Conc.

Conc.

6' Chain Link Fence

# 17711

1 Sty. Masonry Bldg.

Contain

er

6' Wood Fence

# 17

711

1 Sty.

Metal Bld

g.

Conc.

& Brush

Mixed Trees

# 3443

1 Sty.

Masonry Bld

g.

6' Chain Lin

k Fence

# 3448

1 Sty.

Metal Bld

g.

Gate

Post

Bolla

rds

6' C

hain Lin

k Fence

Sign

Conc.

Pavers

Brick

# 17670

1 Sty. Brick Bldg.

# 17646

1 Sty. Fr. Bldg.

Shrubs

Sig

n

Post

# 17651

1 Sty. Brick Bldg.

Brick Wall

Post

Gate

Conc.

Bollards

Bollards

Bollards

Conc.

6'

Wood

Post

# 176911 Sty. Mas

onry Bldg.

6' CLF

Mix

ed Trees

10" Hardwood

Bushes Mixed Trees

Bushes

Guardrail

4" Hardwood

4" Hardwood

4" Hardwood

Bush

6" Hardwood

Shrubs

12"

Hard

wood

12"

Hard

wood

12"

Hard

wood

Post

Clearance Bar

D

D

D

DD(a)

(b)

(c)

(a)

(b)

(c)

155

162163

164

165

166

167168

169 171

172

173

176

178

179

180

114.10'

IP

w/

CAP

+90.11

34.22'

RM2 +07.71

143.8

7'

RM2

+59.2

1

48.8

3'

IP

+00.9

9

41.60'

Pip

e +4

7.6

0

Pip

e +0

9.7

5

18.2

5'

Pip

e +4

4.10


37, R

W-2

01

Var. Width Drainage Esm't

0001-076-V37-RW201

R/W per Project #0001-212-V01-RW201,

0001-076-V37-R

W201

#000

1-212-V01-R

W201,

R/W

per

Project

0001-076-V

37-R

W201

R/

W per Project #0001-212-V

01-

RW201,

0001-076-V

37-R

W201

R/

W per Project #0001-212-V

01-

RW201,

(S70°04'39"W 57.60')

(N21°51'20"W 244.76')

(N22°3

0'4

7"W 449.65')

(N44°46'25"E 74.71')

S17°4

0'E 314.3

0')

(N47°31'E 148.50')

(N22°3

2'W 17

1.00')

(47.03')

(S82°56'25"E)

(N18°4

9'0

0"W 244.2

3')

(S79°56'25"E 68.52')

(S79°12'00"E 65.64')

(50.60')

(N77°15'00"W)

(69.33')

(N78°42'00"W)

(59.82')

(N81°4

2'00"W)

(24.0

5')

(N16°3

5'0

0"W)

(S21°34'0

0"E 17

1.01')

(N62°14'35"E 84.87')

(50')

(S27°4

5'2

5"E 448.17')

00403240050449

Tow

n Of Du

mfries

Sew

er Easem

ent

Variable Width Storm

Project # 001-076-V37, RW-201

Var. Width Drainage Esm't per

(N40°30'00"E 160.18')

(N17°42'30"E 150.00')

(N18°17'3

0"W 237.95')

(N17°13'W 16

9.0')

(N73°27'E 134.0')

(S17°13'E 112.0')

(S50°20'W 145.0') (S17°4

0'E 49.2

0')

(S49°12'W 161.25')

(N18°3

1'W 112')

(S70°02'48"W 179.00')

(N72°07'E 149.60')

D.B. 2088, P

G. 12

62

20' Sanitary Easement

PP #H

E01

AC Unit

Guy Wires (3)

S

S

SS

S

S

S

TC

(a)

(b)

(c)

(a)

(b)

(c)

(d)

045

053 054

055

056

067

069

093

PP #GF49LP No #

Guy Wire

Guy

Wire

PP #G

E55

PP #GD34

PP #G

D27

LP No #

LP

No #

Guy P

ole

PP #G

E32

PP

No #

Guy Wire

Guy

Wire

LP

No #

PP #GF40

PP #GE19

PP #G

E55

PP #G

E42

PP #GE22

Guy

Wire

No #

LP

Guy

Wire (4)

PP #E

F88

Guy

Wire (4)

WM

WM

WM

WV (2)

FH

WM

WV

WV

WV

Gas T/S

GV

Stub

TP #906C3280

2

FO Marker

FO

Marker

TP #B5 98

FO

Marker

Guy Wire

Traf.

HH

PP #02

N 37° 07' 27" E120 12

1 122 12

3

124

125

126


Prop. R/W

Prop. R

/W

Prop. Perm.

Drainage Easement


Prop. R/W

Prop. P

erm. Slope E

asement


058

057

040

061

062

063

064

065066

067

071

070

069

068

Prop. R/W

Ease. for E

ntr.

Prop. T

emp. C

onstr.

0

SCALE

25' 50'

1

0001-212-249

0001-212-249, PE-101

REFERENCES




Leon E. Treutle LS (703)259-3224 7/17/13


Leon E. Treutle LS (703)259-3224 7/17/13

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d9033913.dgn


8/31/2018

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER

HYDRAULIC ENGINEER

Richmond, Virginia


ROADWAY ENGINEER

Richmond, Virginia



PH PLANS






PH PLANS

Curve RTE1MLALI2-7

PI = 322+08.66

T = 173.31'

L = 346.48'

R = 5,000.00'

320+35.35PRC =

PT =323+81.83

320

PR

C320+3

5.3

5

321

322

323

PT323

+81.83

324

325

326

POT10+00.00

11

12

POT12+35.70

= 111°53'47.4" Rt.

P.O.T. 10+00.00

Canal R

oad

P.O.C. 3

22+70.56 Fraley

Blvd.

V = 45 MPH

ULS = Normal Crown

103

320

326

F C C F

FCCF





FC

13-5

RemovedTo Be

RemovedTo BeRemovedTo BeRemovedTo Be

RemovedTo Be

RemovedTo Be

RemovedTo Be

Bottom Elev. 13.5'BMP #5

13-16

13-14

13-13

13-12

OutCleandedTo Be

OutCleandedTo Be

Cleaned OutTo Be

13-11

RemovedTo BeRemovedTo Be Removed

To BeRemovedTo Be



13-7

13-6

13-10Bottom Elev. 14'BMP #6

RemovedTo Be

Removed

To Be

13-213-3

13-4


RemovedTo Be


RemovedTo Be

Removed

To BeRemoved

To Be

Removed

To BeRemoved

To Be

Removed

To Be

Removed

To Be

Removed

To BeRemoved

To BeRemoved

To Be

RemovedTo Be

13-1

13-8

13-9

13-15

RemovedTo Be

13-17

45' R

45' R

Canal Road

St'd. CG-7 Req'd.

St'd. CG-7 Req'd.

St'd. MS-1A Req'd.

St'd. MS-2 Req'd.



Prop. Sawcut

Sta. 200+57.74

Begin Construction Possum Point



Type IV -6.14

%

25' C

G-11 Entr. R

eq'd.

Type I -8.96

%

16' C

G-9

D

Entr. R

eq'd.

Sta. 10+60.30

Begin Construction Canal Road

Sta. 12+15

End Construction Canal Road

20' R

10' R

Rte. 1 Constr. BL



200' Full Width

200' Taper

720' Full Width

37'



-6.1%

I

Type I

25' M

od. P

E-1 E

ntr. R

eq'd.

14

14



C




Matc

h Lin

e Sta. 333

+00 - S

ee Sheet 15

Matc

h Lin

e Sta. 326+0

0 - S

ee Sheet 13

Match Line

Sta. 102+00 - See S

heet 14B

Match Line Sta. 2

02+00 - S

ee S

heet

14C


Entrance Profiles 19(3)-19(4)

Utility Owners 3

Possum Point Profile 14E

Reloc. Main St. Profile 14D

Drainage Descr.


DS

EA

EC

GY

GX

GW

GV

DD

GZ

DR

Met

4" C

herry

6" C

herry

4" C

herry

6" H

ard

wood

8" H

ard

wood

6" Stu

mp

4" Maple

Landscapin

g

Area

Wood Si

gn

Metal Sign

8" Hardwood

Metal Sign

Wood Sig

n

Plastic Post

Plastic P

ost

Conc. Sid

ewalk

Plastic P

ost

Plastic P

ost

Metal Sig

n

Metal Sig

n

Flower Bed w/ Shrubs

Metal Sig

n2" Sapling

Grass

Grass

Grass

Grass

Grass

2.5

Conc. C

&G

Wood Sign

Grass

Grass

Flo

wer Bed

w/ Shrubs

Shrubs

Curb Cut w/ Pipe

Conc. W

alk

2.5 Conc. C

&G

Grip P

ad

Conc.

Grip P

ad

w/ Shrubs

Flower Bed

w/ Shrubs

Flower Bed

Asphalt P

avem

ent

Grass

Conc. Walk

Grass

Grass

Pad

Conc. 2.5 Conc. C&G

Pad

Conc. Asphalt

Conc. W

alk

Grass

Grass

Grass

Asphalt

2.5 Conc. C&G

2.5 Conc. C&G

Grass

Grass

Shrubs

Tall Grass On Easement

Grass

Conc. Walk

Metal Handrail

Conc. Walk

2.5 Conc. C&G

Grass

Grass

Pad

Conc.

Gravel

Gravel

Conc.

2.5 Conc. C&G

2.5 Conc. C&GConc. Walk

Edge of Pavement

Grass

w/ Shrubs

Flo

wer Bed

Asphalt

Retaining Wall

6Inx6In Wood

for Flowerbed (4)

Wood Retainer

Grass

Metal

2.5 Conc. C&G

C

&G

2.5

Conc.

Sign

Illuminated

Metal

4"

Oak

Ac Units (2)

Grass

Wood Retaining Wall

Sign

Underground

Rete

ntion

Area

Traffic Signal Arm

Traffic Sig

nal

Ar

m

Traffic Sig

nal

Ar

m

Asphalt

Asphalt

Asphalt

2.5' C&G

2.5' C&G

2.5'

C&

G

2.5' C&G

2.5' C&G

2.5' C&G

2.5'

C&

G

2.5' C

&G

Asphalt

Asphalt

Asphalt

Conc. W

alk

Asphalt

Asphalt

Asphalt

2.5' C&G

2.5' C&G

2.5' C

&G

2.5' C&G

2.5' C&G

2.5' C&G

2.5' C&G

2.5' C

&G

Conc.

Conc. Walk

Asphalt

Asphalt

Asphalt

Asphalt

2.5' C&G

2.5' C&G

Possu

m

Point

Fraley Boulevard U.S. Route 1

Mixed Trees

Mixed Trees

Mix

ed Trees

# 17630

1 Sty. Fr. Dwl.

Bus

hes

Shrubs

Shrub

Shrub

Shrub

Post (5)

Sig

n

Bushes

6" Hardwood

6" Hardwood

Mixed Trees

Mixed Trees

# 17616 - 17608

2 Sty. Brick Bldg.

6" Crepe Myrtle (4)

Conc.

Conc.

Ste

ps

8' Wood

5" HardwoodShrubs

Bush

15" Oak

Shrub

Shrub

& Shrubs

Mixed TreesShrubs

Shrub

& Brush

Mixed Trees & Brush

Mixed Trees

& Brush

Mixed Trees

Sign

& Brush

Mixed Trees

Shrub

Sign

Conc. W

alk

Conc. Walk

# 2525

3 Sty. Brick Bldg.

Conc.

Walk

Bldg. # 17625

3 Sty. Stucco

8' CLF

Shrub

Shrub

8' CLF

8' Wood Fence

Rock

Wall

Clearance Bar

Guardrail

Rip Rap

Rip Rap

D

DD

DD

DD

D

D(a) (b)(c)

(a)

(b)

(c)

(a)

(b)(c)

(a)

(b)

(c)

(a)

(b)

(c)

175

176

177

187

188

189

190

191

192

193

194

195

196

198

199

204

205

208

209

210

207

212

213

340

341

Woolpert Was Unable To Verify In Field.

Blind Connection To The 60" Conc. Pipe.

0001-076-V37, C-501 Show A 15" Conc. Pipe

VDOT Hwy. Plans 0001-076-V37, RW-201

211

36.6

9'

IP (Dist.) +14.6

6

34.8

7'

Pip

e +3

4.8

8

CL

(N28°3

0'W 78')

(S19°19'3

4"E 10

7.60')

0001-076-V37-RW201


0001-076-V37-RW201


0001-0

76-V

37-R

W201

R/

W per Project #

0001-2

12-V

01-R

W201,

(L = 121.52')

(R = 547.95')

(S19°4

1'54"E 230.0

5')

(N71°46'46"E 258.00')

(N19°19'3

4"W 229.8

0')

(S45°18'06"W 68.97')

(N71°46'46"E 80.90')

(S05°40'50"E 78.70')

(S46°46'20"W 134.00')

(S42°47'50"W 89.00')

(N44°46'25"E 74.71') (N35°38'49"E

70.76')

(34.08')

(N85°44'5

8"E)

(S52°3

9'13

"E 66.8

5')

(S68°5

4'17

"E 83.0

2')

per Project # 0001-076-V37, RW-201

Var. Width Drainage E

sm't

per Project # 0001-076-V37, RW-201


per Project # 0001-076-V37, RW-201


Project # 001-076-V37, RW-201


(N48°01'08"E 118.14')(N45°16'47"E 194.64')

(N22°1

1'54"E 6

2.29')

(N32°0

2'3

4"W 59.0

6')

(44.9

7')

(N56°2

0'5

4"W)

(44.90')

(N76°04'5

5"W)

(S32°2

4'0

9"E 18

3.3

7')

(N32°0

8'0

9"W 12

9.78')

(N65°52'06"E 55.10')

(N53°2

7'0

6"W 96.6

8')

(S18°0

2'17"E 15

8.92')

(S69°W 55.1')

(S50°E 96.4')

(N18°0

2'16"W 12

8.2

1')

D.B. 1776, P

G. 280

Structure Easem

ent

20' Storm Sew

er

(S17°4

0'E 49.2

0')

0001-076-V37-RW201R/W per Project #0001-212-V0

1-RW201,

D.B. 15

3, P

G. 8

4

VEP

CO Es

mt. (A

pprox. L

ocatio

n)

GTE

TC

TC

TC

TC

T

TC

TC

TC

TC

TT T

Sig

nal

Crosswalk

QLD

QLD

LP No #

Guy Wire (9)

Ac Units (2)

Guy Wires (9)

Metal LP NO #

S

S

S

S

S

S

S

TC

TC

TC

TC

TC

TC

TC

T T

T

(a)(b)

(c)

061

065

066

071

072

084

085

(a)

(b)

(c)

LP

No #

PP

No #

PP #HF56

LP

No #

PP #H

F21

Guy

Wire (3)

LP

No #

PP #HF57

PP #H

F39

Guy Wire (2)

Guy

Wire (3)

LP No #PP #GF49LP No #

Guy Wire (3)

Guy Wire (2)

LP No #

LP No #

LP

No #

LP

No #

LP

No #

Guy Pole

Guy Pole

Guy

Wire

Guy

Wire (3)

Guy

Wire (2)

PP #GF69

LP No #

PP

No #

Guy

Wire

Guy

Wire

Guy

Wire (3)

PP #H

G00

PP

No #

LP

No #

LP

No #

PP

No #

Guy Wire (2)

LP

No #

LP No #

Guy

Wire (3)

Guy

Wire (3)

LP No #

PP #GE79

#H

F57

PP

Guy

Wire

Guy

Wire

#H

F04

PP

No #

LP

FH

WV

WV

WM

WM

FH

FH

WV (3)

Gas T/S

Gas T/

S

Stub

Stub

Tel. P

ed.

No # (2)

Guy

Wire

TP No #

TP #V906

C2097

Guy Wire

Tel. P

ed. #2912

Tel. P

ed. #2911

FO

Marker

FO

Marker

Tel. P

ed.

No #

Guy

Wire

TP

No #

TP

No #

FO

Marker

Tel. Cabinet #H1018TP No #

Marker

FO

Wire (2)

Guy

Marker

FO

#9379

Tel. P

ed.

#H10

19

Tel. C

ab.

HH

TV

Traf.

HH

Traf.

HH

TS

P

Traf.

HH

Traf.

HH

Traf.

HH

Traf.

HH

Traf.

Cabin

et

Traf.

HH TS

P

Traf.

HH

Traf.

HH

Traf. HH

N 44° 34' 15" E

126

127

128

129

130

131

132

133

=

07°2

6'4

8"

Rt.

PI 12

6+7

3.9

2

Prop. R/W


Prop. P

erm. Slope E

asem

ent

Prop. P

erm. Drainage E

asement

Prop. P

erm. Slope Easement

067

072073

074

071

075

076

077

078

Ease. for E

ntr.

Prop. Tem

p. Constr.

326

327

328

329

330

331

332

333

Curve POSSUM-1PI = 202+67.07

T = 135.65'L = 254.80'R = 300.00'

201+31.42PC =

PT =203+86.22

POT200+0

0.00

201

PC201+31.

42

202

=106°3

0'4

6.8" Lt.

P.C. 100+0

0.00 Reloc. M

ain Street

P.O.T. 3

27+3

6.3

2 Fraley

Blvd.

=7

5°5

4'17.6" Rt.

P.O.T. 2

00+0

0.00 Possu

m Point

P.O.T. 3

27+4

8.82 Fraley

Blvd.

PC100+0

0.00

101

102

326

202

V = 35 MPH

ULS = 2% Super

Curve MAINNORTH1PI = 103+26.37

T = 326.37'L = 551.29'

R = 410.00'

100+00.00PC =

PRC =105+51.29

333

Curve 10+97RTGRST1

PI = 22+04.74

T = 25.16'

L = 49.30'

R = 100.00'

21+79.59PC =

PT = 22+28.88

PC21+79.59

22

PT22+2

8.8

8

23

POT23+2

1.55

(See Cross Sections)

E = Var. Transition

0

SCALE

25' 50'

1

0001-212-249

0001-212-249, PE-101

REFERENCES




Leon E. Treutle LS (703)259-3224 7/17/13


Leon E. Treutle LS (703)259-3224 7/17/13

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d9033914.dgn

Plotted By: WAP04107$9:42:59 AM

9/10/2018

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER

HYDRAULIC ENGINEER

Richmond, Virginia


ROADWAY ENGINEER

Richmond, Virginia







PH PLANS



PH PLANSADDITIONAL EASEMENTS




FC

CF

CF

FC

CF

C F

FC

14-13

14-11


14-6

14-5

14-7


OutCleandedTo Be

OutCleandedTo Be14-12

RemovedTo Be

RemovedTo Be

Cleaned OutTo Be

14-19

14-18

14-14

14-15 RemovedTo Be

RemovedTo Be

RemovedTo Be

RemovedTo Be


14-1

14-2

14-4

14-3

14-8

14-9 14-10

14-16 14-17

14-20

45' R85' R

60' R

75' R

Reloc. M

ain Street N

orth

St'd. CG-7 Req'd.

St'd. CG-7 Req'd.

St'd. MS-1A Req'd.



Sta. 100+59.92

Begin Construction Main Street North

Sta. 200+57.74

Begin Construction Possum Point

Prop. S

awcut

36'


Prop. Full Depth Sawcut2' R

2' R

Rte. 1 Constr. BL



Possu

m

Point R

d.

200' Full Width 200' Taper

200' Full Width

200' Taper

37'

37' Bus Stop LocationPotential PRTC

Retaining Wall & St'd. HR-1, Ty. II Req'd.



C




Matc

h Line Sta. 10

2+0

0 - S

ee Sheet 14

14B

14B

Match Line - See Sheet 13


Entrance Profiles 19(3)-19(4)

Utility Owners 3

Drainage Descr.

Graham St. Profile 18B

Reloc. Main St. Profile 14D

DR

DJ

DI

DN

DO

DQ

DP

CW

CV

CU

CT

DACZ

CY

CX

Gravel

Brick Walk

Con

c.

Gravel

Conc.

Conc. Walk

Conc. Walk

Gravel

Asphalt

Asphalt

Asphalt

Asphalt

Gravel/Soil

Gravel

Gravel

Conc. Walk

Conc. Walk

Asphalt

2.5' C&G

2.5' C&G

2.5' C&G

2.5' C&G

2.5' C&G

2.5' C&G

2.5' C&GBrick

Conc. Walk

Conc. Walk

Conc. Walk

Asphalt Brick Pavers

Asphalt

Asphalt

Gravel

Gravel

Main Street

Mixed Trees

Mixed Trees

Mixed Trees

Mixed Trees

Mix

ed Trees

50" Gum

12" Hardwood

12" Hardwood

12" Hardwood

20" Hardwood

Bush

Shrub

Shrub

Shrub

Shrub

Shrub

Shrub

Post

Shrub

SignSign

4'

Wood Fence

Rock

Wall

Conc. Walk

Steps

Wood

Shrub

Shrub

Shrub

Shrub

Steps

Conc.

Post

Conc.

4' Wood Fence

4'

Wood Fence

# 17674

2 Sty. Brick MuseumLow Brush

4' Chain Lin

k

8"

Hard

wood

6' Wood Fence

Sign

4'

Wood Fence

& Brush

Mixed Trees

Low Brush

4"

Hard

wood

4"

Hard

wood

5' Chain Link Fence

Tim

bers

# 17662

Metal Bldg.

1 Sty. Br. &

Flag Pole

Shrubs

Shrubs Shrubs

Shrubs

12" Hardwood

Pergula

18" Hardwood

24" Hardwood 24" Hardwood

6" Hardwood

Shrub

12" Hardwood

10" Hardwood

Mixed Trees & Shrubs

Carport

Mixed Trees

Mixed Trees & Shrubs

# 17

685

1 Sty. Fr. D

wl.

# 17679

1 Sty. Fr. Dwl.

Steps

Conc.

Sign

Bush

Posts

Post

Gate

Bush

Bush

Bush

Bush

Bush

Bush

Bush

Shed

Wood

Bush

6" Crepe Myrtle

4"

Hard

wood

Wooden

WalkBush Bush4' Wood Fence

Post

PostPost

6'

Woo

d

Mailbox

Bush

10" Hardwood

Frame Shed

10" Hardwood

# 17646

1 Sty. Fr. Bldg.

# 17571

1 Sty. Fr. Dwl.

# 17660

1 Sty. Fr. Dwl.

# 17630

1 Sty. Fr. Dwl.

Bushes

Bushes

Bushes

Ste

ps

Conc.

Shrubs

Shed

Wood

Container

Metal

Shed

Wood

Conc. Steps

Shrub

D

D

(a) (b)

(c)

(a)(b)

(c)

147

148

149

152

155

156

157

158

159

160

161 181

182

183184

185

186

342

343

IP

w/

CAP

+49.2

2

104.8

7'

478.9

2'

RM2 +9

4.73

472.4

4'

IP

+58.72

444.0

4'

IP

+01.47

161.90'

IP

+21.33

246.6

3'

Axle +6

5.6

3

343.0

5'

Pipe +9

5.12

235.5

1'

Pipe +0

9.75

261.18'

Pipe +17.15

364.5

2'

Pipe +5

9.5

6


37, R

W-2

01

Var. Width Drain

age Es

m't

0001-076-V37-RW201


0001-076-V37-RW201


0001-076-V37-RW201


(S73°27'53"W 154.00')

(30.00')

(S24°00'W 212.00') (FAIRFAX ST.)

(S70°04'39"W 57.60')

(N21°51'20"W 244.7

6')

(50')

(50')

(50')

(50')

(50')

(50')

(40')


37, R

W-2

01

Var. Width Drain

age Es

m't

(191.33' to PI @ Oronoka St.)

(N24°2

6'2

8"E 51.33')

(N17°4

3'12"W 19

7.0

6')

D.B. 2507, P

G. 12

61

Ingress-E

gress Es

mt.

(N70°25'47"E 187.29')

Project # 001-076-V37, RW-201


(L = 99.30')

(R = 7846.34')

(0.70')

(N70°07'3"E)

(S19°4

5'0

0"E 245.4

8')

(N17°42'30"E 150.00')

(S71°42'30"W 62.00')

(N18°17'3

0"W 247.5

0')

(N71°42'30"E 187.00')

(S18°17'3

0"E 14

7.5

0')

(S71°42'30"W 125.00')

(S18°17'3

0"E 10

0.0

0')

(S18°4

0'E 10

0')

(N18°4

0'W

(N71°50'E 125')

(N17°4

3'12"W 19

7.0

6')

(N24°2

6'2

8"E 51.33')

(N63°44'58"E 51.94')

(S19°0

6'18"E 247.79')

(S63°23'50"W 51.97')

(N11°2

6'4

9"W 92.3

8')

(N70°00'00"E 164.91')

(S20°13'14"E 91.50')

(S70°02'48"W 179.00')

(S62°09'29"W 161.89')

(N19°0

6'18"W 15

3.3

2')

(N63°44'58"E 136.87')

(S28°3

2'0

9"E 14

7.7

5')

(S71°20'W 125')

S

S

S

S

S

S

(a)(b)

(c)

(a)

(b)(c)

050

051

052

068

069

086

Well

Guy Wire

PP #F

E26

PP #F

E47

PP #F

E58

PP #F

E15 PP No #

PP #GF31

Guy Wire (3)

PP No #

Guy Wire (3)

LP

No #

PP #E

F46

PP #F

E26

LP

No #

Guy

Wire (4)

PP #E

F88

Guy

Wire (4)

WV (3)

WM

WV

FH

WV

WM

W

Prop. R/W

Prop. R/W

Prop. Per

m.

Drain

age Ease

ment



Prop. P

erm. Slo

pe Easem

ent

Prop. R/WProp. Per

m.

Drain

age Ease

ment

Prop.

Acquisitio

n Lin

e

057

056

079

080081

083

082

072

058

064

063062061




0

SCALE

25' 50'

1

0001-212-249

0001-212-249, PE-101

REFERENCES




Leon E. Treutle LS (703)259-3224 7/17/13


Leon E. Treutle LS (703)259-3224 7/17/13

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d9033914b.dgn


8/31/2018

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER

HYDRAULIC ENGINEER

Richmond, Virginia


ROADWAY ENGINEER

Richmond, Virginia







PH PLANS


PH PLANS

V = 35 MPH

ULS = 2% SuperV = 35 MPH

ULS = 2% Super


T = 326.37'

L = 551.29'

R = 410.00'

100+00.00PC =

PRC =105+51.29


T = 114.37'L = 224.50'R = 476.73'

105+51.29PRC =

PT =107+75.79

102

103

104

105P

RC10

5+5

1.29

106

107

PT10

7+7

5.7

9

108

109

POT10+00.0010

11

12

POT12+25.00

POT20+0

0.00

20

21





CF

FC

FC

CF

FC

CF

CF

FC

RemovedTo Be

RemovedTo Be


14B-6

RemovedTo Be

RemovedTo Be

14B-1

Remove

dTo Be

RemovedTo Be

14B-3

14B-4

Remove

dTo Be

Remove

dTo Be

14B-2

RemovedTo Be

14B-7

14B-5


RemovedTo Be

RemovedTo Be Removed

To BeRemovedTo BeRemovedTo Be

RemovedTo Be

14B-8

25' R15' R

25' R

25' R

25' R

20' R

Sta. 108+75

End Construction Main Street North

25' R

25' R

Type IV -6.14

%

25' C

G-11 Entr. R

eq'd.

Type I -8.9

6%

16' C

G-9

D

Entr. R

eq'd.

Type IV -8.2

0%

25' C

G-11 Entr. R

eq'd.

Type II +4.6

4%

20' C

G-9

D

Entr. R

eq'd.

Type IV -3.09%

30' CG-11 Entr. Req'd.

Graha

m

Str

eet

Reloc. Main Str

eet North

Sta. 10+24.23

Begin Construction Graham Street

Sta. 11+26

End Construction Graham Street

=81°4

8'23.4" Rt.

P.O.T. 10

+00.00 Graham

Street

P.O.C. 10

3+02.35

Main S

treet North

48'

5' Concre

te Sidew

alk Req'

d.

5' Concrete Si

dewalk

Req'd.



C




Matc

h Line Sta. 202+0

0 - S

ee Sheet 14

14C

14C


Utility Owners 3

Drainage Descr.

Possum Point Profile 14E

GW

IL

GV

GY

4" Cherry

6" Cherry

4" Cherry

8" Oak

8" Oak

#360

0

2 - Sty. Br. Bldg.

Landscaping Area

Landscap

ing Area

Plastic Post

Plastic Post

8" Hardwood

Metal S

ign

Metal Sign (10)

Metal Sign (10)

Wood

Sign

8" Hardwood

8" Hardwood

Metal Sign

Metal S

ign

Metal S

ign

Sign

Metal

8" H

ardwood

Crepe Myrtle

Crepe Myrtle

2.5 Conc. C&G

Grass

Grass

Conc.

w/ Shrubs

Flo

wer B

ed

w/ Shrubs

Flo

wer B

ed

Grass

Grass

Conc. Walk

Grass

2.5 Co

nc. C&G

Conc. Walk

Box

Mail

Metal

Grass

Grass

3In H

ardw

ood

Conc. Walk

Grass

2.5 Co

nc. C&G

2.5 Co

nc. C&G

Grip PadGrip Pad

Conc. Walk

Grass

Grass

w/ Shru

bs

Flow

er Bed

Asphalt Par

king L

ot

Asphalt Par

king L

ot

2.5 Conc. C

&G

2.5 Conc. C

&G

Grass

Conc. Walk

2.5 Conc. C

&G

(c)

(a)

(b)

426

2.5' C

&G

2.5' C

&G

Conc. Walk

2.5' C&

G

2.5' C&G

Asp

halt

Conc.

Asp

halt

Asp

halt

Possum Point

Bus

h

Bus

h

Shrubs

Shrubs

4"

Hard

wood

Conc.

Shrubs

3" H

ardw

ood

Shrubs (4)

4" Hard

wood

Shrubs (5)

6" Hard

wood

4" Maple

Shrubs

Conc. Walk

# 2525

3 Sty. Brick Bldg.

Conc. W

alk

Conc. W

alk

Shrubs

Shrubs

3" M

aple

Shrubs

3" H

ardw

ood

3" H

ardw

ood

4' Chain Link F

ence

6' Chain Lin

k Fence

Brick Retainin

g

Wall

D

D D

D

D

D

D

D

(a)

(b)

(c)(a)

(b)

(c)(d)

(a)

(b)

(a)

(b)

(c)

(a) (b)

(c)

197

198

200

201

202

203

206

208

207

214

215

216

217

218

220

339

0001-07

6-V37-

RW201

R/W

per Pr

oject #

0001-21

2-V01-R

W201,

(55.11')

(S75°16'51"E)

(S86°29'54"E 83.33')

per Project #

0001-076-V3

7, RW-201

Var. Width D

rainage Esm

't

(44.90')

(N76°04'55"W)

(S88°23'48"W 89.64')

(S69°3

7'00"W 16

8.74')

(N72°17'38

"E 224.64'

)

(S25°14'18"W 62.96')

(N64°29'42"W 229.88')

(S64°45'42"E 138.35')

(N72°3

6'57"E

90.34')

(S72°2

0'57"W

90.34')

(N88°26'35"E 76.25')

(S53

°14'59"

W 111.33')

(S46°09'14"W 413.75')

(N56°50'06"E 128.26')

(S65°31'06"E 127.35')

(S19°2

2'3

4"W 273.0

4')

(N49°43'06"

E 413.75') (N

11°3

0'0

2"E 261.35')

(N11°3

0'0

2"E 272.5

9')

(20.0

0')

(S79°4

1'09"E)

FH

High

Tension P

P

High

Tension P

P

Elec. Tra

ns.

Metal LP

No#

Metal LP

No#

Metal LP

No#

Metal LP

No#

S

S

S

058

059

060

(a)

(b)

(c)

LP

No #

LP No #LP

No #

LP No #

LP No #

LP No #

LP No #

Prop. R/W



071

075

077

0

SCALE

25' 50'

1

0001-212-249

0001-212-249, PE-101

REFERENCES




Leon E. Treutle LS (703)259-3224 7/17/13


Leon E. Treutle LS (703)259-3224 7/17/13

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d9033914c.dgn


8/31/2018

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


PROJECT MANAGER

HYDRAULIC ENGINEER

Richmond, Virginia


ROADWAY ENGINEER

Richmond, Virginia



PH PLANS






PH PLANS

202

203

PT203+8

6.2

2

204

205

POT205+2

5.8

8

Curve POSSUM-1

PI = 202+67.07

T = 135.65'

L = 254.80'

R = 300.00'

201+31.42PC =

PT =203+86.22

202

(See Cross Sections)E = Var. Transition





F C

14C-1 Cleaned OutTo Be

20' R

Possum Point Rd.

Sta. 202+55

End Construction Possum Point Rd.

PH PLANS - virginiadot.org · Wood Carp ort # 17948 2-Sty Brick Bush Bushes Bushes Post 6" 3Maple...

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