PUBLIC HEARING PLANS · 2017. 11. 2. · C n c g W a l k E-3 E-5 E-6 E-1 7 E-1 8 (S 0 7 ° 1 1 ' 0...

Conc. W

alk

E-13

E-15

E-16

E-17

E-18

(S07°11'0

4"E 16

4.3

4')

B

JO

NE

S

BR

AN

CH

DRIV

E

JB

D

CO

NS

T. L

18 19 20

21

105

106

107

108

JonesBranchConnector-SurveyBaseline

4"Cherry

24"Oak

34"Oak

2.5'

Conc.

C&

G

Conc.

(5)Rocks

24"Oak

2.5'

Conc.

C&

G

7'MetalFence

No

Access

No

Access

2.5'

Conc.

C&

G

Conc.Bollard

Elec.

Gate

7'

MetalFence

Sign

12"Maple

HC

RH

CR

HC

R HC

R

HC

R

Conc.

OverheadSign

Post

18"Oak

Bit.

Conc.

Bit.

Conc.

Bit.

Conc.

Bit.

Conc.

Bit.

Conc.

Bit.

Conc.

7'

MetalFence

Conc.

Walk

2.5'

Conc.

C&

G

2.5'

Conc.

C&

G

#7923

Offic

eBuildin

gConc.

6Sty.

Trailer

Constr

uctio

n

Gravel

Conc.

Walk

Te

mp.

Const.

Fence

Temp.Const.Fence6'CLF

2"Cherry

2"Maple

2"Maple

2"Birch

2"Birch

2"Birch

2"Birch

2"Maple

2"Cherry

2"Cherry

2"Holly

2"Holly 1"Cherry

2"Holly

1"Cherry

1"Cherry

1"Cherry2"Holly

2"Holly

2"Holly

Sign

Sign

1"Fir1"Fir 1"Fir 4"Fir 4"Fir

4"Fir

(6)3"Holly

Bollard

(2)

Bollard

StoneRet.WallStoneRet.Wall

Sig

n

(5)

Bollards

Sig

n

(5)

Bollards

Tank

Pressuriz

ed

Sto

ne

Ret.W

all

Sto

ne

Ret.W

all

4'

MetalFence

HC

R

GuardRail

2.5' Conc. C&G

2.5' Conc. C&G

Bit.Conc.

4.5'CLF

Conc.Ret.Wall

Sig

n

#7930

OfficeBuilding

Conc.

10Sty.

Conc.Walk

0.5'

Curb

0.5'

Curb

0.5'

Curb

0.5'

Curb

Shelte

r

Bus

Sign

HC

R

0.5'

Curb

Conc.

=77°58'45"Lt.

PI104+67.84

Ex.Right-of-wayPerD.B.19233 Pg.1090 N82°48'56"E 382.30'

N07°11'0

4"W

283.0

9'

(A=3.06')

(R=33.70')

D.B.22840Pg.1513

Ex.Ingress/ EgressEsmt.

(N82°48'56"E 257. 45')

D.B.22840Pg.1513Ex.Right-of-wayPer

158

(a)

(b)

(c)

(d)

159

160

8"Plastic

161

162

163

(a)(b)

165

168

169

(a)

(b)

(c)

(d)

170

(a)

(d)

173

(a)

(b)

174

175

176

(a)

(b)(c)

177

178

179

180

181

182

(a)

(b)

183

184

185

(a)(b)

186

187

188

(b)

191

(a)

(b)

(a)

(b)(c)

(d)

12"Metal

4"Metal

4"

Metal

6"

Metal

Rte.5

062

Jones

Branch

Drive


Sign

Swin

gGate

Bollard

104

105

106

107

108

Sig

n

5"TwinDogwood

4"QuadDogwood

HC

R

HC

R

TYSONS PARK PLACE IILLCDB 19353 PG1678

172,648SQ.FT

Tax# 029-4-07-0005B

RP MRP TYSONS HOTEL,L.L.C.DB 22903 PG 265

50, 997 SQ. FT

Tax# 029-2-15-0007

001

002

S

T

E

E

#H19-001

LightPole

CHHCHH

#C0620T140

Trans.

#C0620T126A

Trans.

#C0620SJ74

Trans.

T

Signal

Pedestrian

#H19-002

LightPole

Elec.HH

TrafficSignalPost

TrafficSignalPost

#292026A

TrafficLightPole

Elec.HH

Elec.HH

GateControlBox

Elec.HH

#H19003

LightPole

WaterValve

WaterValveWaterValve

T

Tele.Ped.(2)Comm.HH

E

Elec.MH

#C0620TJ12

Trans.

#H19023

LightPole

Comm.HH

Signal

Pedestrian

Comm.HH

GroundLight

GroundLight

GroundLight

GroundLight

GroundLight

GroundLight

Comm.HH

T

Comm.MH

Elec.HH

Elec.HH

T

Com

m.H

H

T

(3)S

CO

Elec.C

onduit

Lig

htPole

(2)Irr.

Valve

Irr.

Valve

Elec.S

witch

PV

CVent

Vent

Vent

Gas

Meter

Com

m.

HH

#H19

006

Lig

htPole

Elec.Vault

S

S

S

AK

S

AL

AM

AN

(a)

(b)

(c)

Comm.HH

Comm.MH

Lig

htPole

WaterValveWaterValve

#H19004

LightPole

T

E

E E

T

T

T

E

E

E

E

E

E

E

E

E

E E

E

E E

E

E

TV

T

T

E

T

E

E

E

COMM Duct(FO)

COMM Duct(FO)

COMM Duct

COMMDu

ct COMM Duct

42"W

(QL-D)

42"W

(QL-D)

42"W

(QL-D)

(FO)(V

ZN

BUS)

EOI

TV

Duct(Q

L-D)

(FO)(L

3)

12"

W(Q

L-D)(A

AT

UR)

12"

W(Q

L-D)(A

AT

UR)

12"

W

12"

W(Q

L-D)(A

AT

UR)

(AATUR)8"W (QL-D)

EOI

EOI

(FO)(Q

L-D)

T/

Tg

Duct

4"

G(Q

L-D)

EOI

4"

G(Q

L-D)

EOI

(FO)(V

ZN)

(FO)(Z

AY

O)

(FO)

LOOPSTC

(FO)(L

3)

(FO)(V

ZN

BUS)

CO

MM

(VD

OT)

TC

Duct(L

OOP)

(FO)(L

3)

(FO)(V

ZN

BUS)

(VZN)

CO

MM

Duct

E

T/

Tg

Duct(F

O)(V

ZN

BUS)

T/

Tg

Duct(F

O)(M

CI)

T/

Tg

Duct(F

O)(Z

AY

O)(M

FN)

T/

Tg

Duct

T/

Tg

Duct(F

O)(V

ZN)

T/

Tg

Duct(F

O)(V

ZN

BUS)

CA

TV

Duct

4"

G

12"

W

EOI

EOI

(QL-D)

E

E(QL-D)

TC

E(Q

L-D)

(FO)

(FO)

CA

TV

Duct(F

O)

0 25' 50'

SCALE

8102-029-065

HYDRAULIC ENGINEERING

Maidens, Virginia

Hassan Water Resources

8102 - 029 - 065

13921

Park

CenterRoad

Suite140

Hern

don,Virginia

20171

Drainage Descr.

Mainline Profile

REFERENCES

( PROFILES, DETAIL & DRAINAGE

DESCRIPTION SHEETS, ETC. )

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE

ROUTE PROJECTSHEET NO.

d103907003.dgn

Plotted By: rsheran9:42:43 AM

d103907003.dgn

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

ROADWAY ENGINEER

Herndon, Virginia

Johnson, Mirmiran & Thompson

John Dresser, P.E. (703)877-5812

Johnson,Mirmiran& Thompson,Inc.(703)464-7369

Rice & Associates (703) 968-3200, 1/21/2014

So-Deep, Inc. (703) 361-6005, 2/15/2013

THESE PLANS ARE UNFINISHED

AND UNAPPROVED AND ARE NOT

TO BE USED FOR ANY TYPE

OF CONSTRUCTION OR THE

ACQUISITION OF RIGHT OF WAY.

PUBLIC HEARING PLANS

DenotesTemporaryEasement

DenotesPermanentEasement

DenotesConstructionLimitsinCuts

DenotesConstructionLimitsinFills

C

F

DenotesDemolitionofPavement

DenotesProposedPavement

Denotes Mill & Overlay Pavement

LEGEND

Grasscrete

Denotes Future Proposed Pavement

Proposed Directional Arrow

Existing Directional Arrow

L

L

L

JBCON CONST. L

3A

3

3

Matc

hline

Sta.2

1+00

Sheet4

27'

39'

8'

8' SIDEWALK

R=50'

R=50'

B

8'

MATCH EXIST.

STA. 18+23.00 JBCON CONSTR. B

BEGIN CONSTRUCTION

STA. 15+50.18 JBD B

STA. 17+94.27 JBCON CONST. B

BEGIN PROJECT

8' SIDEWALK

24

12

1

13 2

2 1416

26

12 13

24

20

1

31

31

30

ROADWAY PLANS

EXIST L/ALINE

EXIST R/W AND

EXIST. R/W

AND L/A LINE

PROP. R/W

STA. 15+21.50

JONES BRANCH DRIVE

END CONSTRUCTION

STA. 14+96.53

JONES BRANCH DRIVE

BEGIN CONSTRUCTION

2

EXIST. R/W

32

32CONNECTOR

JONES BRANCH

AND L/ALINE

PROP.R/W

EXIST L/ALINE

EXIST R/W AND

EXIST L/ALINE

EXIST R/W AND

AND TEMP. CONST. ESMT.

PROP.GRADING AGREEMENT

STD. CG-6 REQ'D.

STD. CG-2 REQ'D.

REMOVE EXIST. CURB & GUTTER

REMOVE EXIST. SIDEWALK

REMOVE EXIST. CONC. BARRIER

REMOVE EXIST. GUARDRAIL

19WITH PROP. GRADE OF SIDEWALK

REMOVE EXIST. RET. WALL TO BE FLUSH

STD. RETAINING WALL CAP20

24 STD. CG-12, TYPE A CURB RAMP

30 STD. UD-2 REQ'D.

STD. UD-3 REQ'D.31

STD. UD-4 REQ'D.32

LEGEND

19

PROP. R/W

1

WALL EASEMENT

PROP. RETAINING

2

12

13

14

16

25 STD. CG-12, TYPE B CURB RAMP

25

26 STD. CG-12, TYPE M1

13

14

15

16

17

PO

T21+10.0

0P

OT

21+10.0

0

POT 17+94.27

F C

F

CF

F

3-13-2

3-3

3-43-5

15"

18"

18"

18"

PC

C 23

+73.8

6

16°09'59"

30°51'13"

100+42.69

FaceOf

Backwall

102+01.

59Fac

eOfBac

kwall

6'CLF

#0290938

Overhead

Sig

n

Conc.Ledge

Conc.Ledge

Guard

Rail

Bit.

Conc.

Bit.

Conc.

Bit.

Conc.Should

er

Bit.

Conc.Shoulder

Jersey

Barrier

Bit.

Conc.Shoulder

Bit.

Conc.Shoulder

Guard

Rail

Guard

Rail

4'Box

Wire

Fence

4'Box

Wire

Fence

Shrubs

Conc.

Ditc

h

Conc.Ditch

Sign

Rip-R

ap

Trees

Mix

ed

Rip-Rap

Ongoin

gSapling

Pla

nting

Conc.Ledge

Conc.Ledge

ParapetWall

ParapetWall

Bit.Conc.

Bit.Conc.

Bridge#2248

Abutm

ent

Abutm

ent

Pier

JerseyBarrier

JerseyBarrie

r

JerseyBarrier

JerseyBarrier

Conc.Deck

Ongoin

gSapling

Pla

nting

=27°3

7'2

2"Rt.

PI

110+0

9.8

5

S03°3

9'4

4"E

216.7

4'

Ex.

Rig

ht-of-w

ay

Per

D.B.19233

Pg.10

90

(R=528.0

0'(A=

65.89')

(N04°3

1'48"E

186.0

5')

Per

DB

20971

PG

1295

Ex.

Rig

ht-

Of-W

ay

and

Limited

Access

Line

(N82°4

8'56"E

99.91')

D.B.

2284

0Pg.15

13

Ex.Right-of-w

ayPer

(6.14')

(N42°3

3'0

0"E)

(4.15')

(N42°3

3'0

0"E)

(N02°2

8'5

7"E

121.24')

15

(a)

16

17

18(a) (b)

19

164

165

(a)

(b)

166

167

12"M

etal

4"Metal

Expres

sLanes

Ramp

I495

South

Bound

Ra

mp

I495

South

Bound

547.6

3'Lt.

+13.9

5

IPF


Guard

Rail

2.5'Conc.C&G

2.5'Conc.C&G

109

110

111

112

113

Dec.20

13/

Jan.20

14

Constr

uctionAre

aUnder

RP MRP TYSONS HOTEL, L. L. C.DB 22903 PG 265

Tax# 029-2-15-0006

28, 855 SQ. FT

TYSONS PARK PLACE IILLCDB 19353 PG1678

172,648SQ.FTTax# 029-4-07-0005B

001

002

T

T

T

0 25' 50'

SCALE

8102-029-065


Maidens, Virginia


8102 - 029 - 065

13921

Park

CenterRoad

Suite140

Hern

don,Virginia

20171

Drainage Descr.

Mainline Profile

REFERENCES



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d103907004.dgn


d103907004.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


ROADWAY ENGINEER

Herndon, Virginia


4A



Rice & Associates (703) 968-3200, 1/21/2014

So-Deep, Inc. (703) 361-6005, 2/15/2013











C

F




LEGEND

Grasscrete




4

4

Matc

hlin

eSta.2

1+00

Sheet3

I-495

SB

L

60'

27'

12'

12'

JBCON

CONST.

LB

8'

Matc

hline

Sta.2

6+7

5Sheet5

8'

28'

23'

L

FU

TU

RE

DT

CB

B

L

L

L

FU

TU

RE

DT

WS

B

FU

TU

RE

DA

RW

SB

FU

TU

RE

495S

BC

BB

JBCON CONST.LB

L

CONNECTOR

JONESBRANCH

JBCE.B

12'

12'

CurveJBCON-1

PI=23+83.87

T =249.81'

L=473.42'

R =600.00'

21+34.06PC =

PCC =26+07.48

CurveJBCE-1

PI=22+47.19

T =130.41'

L=257.07'

R =620.00'

21+16.78PC =

PCC =23+73.86

CurveJBCE-2

PI=24+97.68

T =123.83'

L=240.61'

R =413.08'

23+73.86PCC =

PT = 26+14.47

CurveJBCW-1

PI=24+12.68

T =295.89'

L=554.11'

R =638.00'

21+16.78PC =

PCC =26+70.90

CurveJBCON-2

PI=26+79.32

T =71.84'

L=143.17'

R =688.00'

26+07.48PCC =

PT = 27+50.64

CurveJBCW-2

PI=27+16.63

T =45.73'

L=91.33'

R =698.99'

26+70.90PCC =

PT = 27+62.23

CurveDTCB-1

PI=378+05.82

T = 105.90'

L = 211.37'

R = 1,360.00'

376+99.92PC =

PT = 379+11.29

CurveDARWS-1

PI=432+55.80

T = 142.11'

L = 283.13'

R = 1,324.00'

431+13.69PC =

PT = 433+96.82

Curve495SBCB-1

PI=555+25.90

T = 253.13'

L = 500.00'

R = 1,300.00'

552+72.77PC =

PT = 557+72.77

CurveDTWS-1

PI = 478+11.06

T = 144.11'

L = 287.72'

R = 1,984.49'

476+66.95PC =

PT = 479+54.67

AND L/ALINE

PROP.R/W

BJBCE L

JBCW LB

JBCON CONST.LB

B

13

16

28

28 29

14

213

1316

2

2114

2

8 29

STA.25+93.53

2

STA.25+68.19

BEGIN 8

28 29

1 2928

21

14

14

1

2

1

29

23

28

32

32

ROADWAY PLANS

STA. 22+49.00

JONES BRANCH CONNECTOR

BEGIN BRIDGE B627

I-495

SB

L

STA. 25+12.00


END BRIDGE B627

B627

B627

EXIST L/ALINE

EXIST R/W ANDBEGIN

CURVE JBCW2

EXIST L/ALINE

EXIST R/W AND

CURVEJBCON-2

JBWESL

CURVE JBCW1

JBCE2

CURVE

CURVE JBCON-1

8'SIDEWALK

CURVE JBCE1

31

31

8

8END

STA.22+34.85

12'SIDEWALK

BEGIN

16

STA.25+47.23

BEGIN

8

STA.22+32.61

END

STA. 22+24.62

12' SIDEWALK

BEGIN

& TEMP. CONST. EASEMENT

PROP. GRADING AGREEMENT

& TEMP.CONST.EASEMENT


L/ALINE

AND EXIST

EXIST R/W

STD. CG-6 REQ'D.

2 STD. CG-2 REQ'D.

14 REMOVE EXIST. CONC. BARRIER

16 REMOVE EXIST. GUARDRAIL

STD. UD-3 REQ'D.31

STD. UD-4 REQ'D.32

LEGEND

1

8 MSE RETAINING WALL

13 REMOVE EXIST. CURB & GUTTER

21 REMOVE EXIST. RET. WALL

23

28

29

GADOT VERTICAL FACE BARRIER (MODIFIED)

CUSTOM ORNAMENTAL FENCE

MEDIAN STRIP (MS-1)

STANDARD SOLID CONCRETE RAISED

8'

B658

EXIST.BRIDGE

21

PC

21+34.0

6

22

23 2

4

25

26

POT

10+13.3

9

PC

21+16.78

22

23 24

25

26

PT

26+14.47

POT

21+10.0

0

PC

21+16.78

22

23 2

4

25

26

POT

21+10.00

PC

C26+0

7.48

PC

C26+7

0.90

C

F

F

F

C

4-3

4-1

4-2

4-4

4-5

4-7

5-1

4-8

4-6

15"

15"

15"

15"

15"

15"

15"

374

375

376

PC37

6+99.9

237

7

378

428

429

430

431

PC43

1+13.69

432

550

551

552

PC55

2+72.7

7

553

554

475

476

PC 476+66.95

477

478

T

T

EE

EE

E

T

E

BRIDGE

ENTERS

BRIDGE

ENTERS

RISER

E-METER

COMM Duct(FO)

COMMDu

ct(FO)

E

E

E

T

BRIDGE

ENTERS

RISER

BRIDGE

ENTERS

RISER

T/TgDuctCOMM (FO)(QL-D)

(FO)(QL-D)

T/TgDuctCOMM

CO

MM

CO

MM

EOI

REMOVE EXIST. CONC. BARRIER

29°05'48"

29°09'03"

200

+31.13

Face

OfBac

kwall

201+55.66

Face

OfBac

kwall

#296873#H12

043LightPole

#296868#H12

004LightPole

#296874#H12

044LightPole

Elec.

HH

Elec.

HH

Co

mm.

HH

Co

mm.

HH

#296875#H12

045LightPole

#296867

#H12

005

Lig

htPole

#292

027A

TrafficLightPole

#296876#H12

046LightPole

#296866 #H12032 LightPole

#296862#H12

007LightPole

#9999059

Traffic

Cab.

Elec.

Vault

Elec.

Vault

E

T

ET

E

E

WALLENTERS

WALLENTERS

(2)‚

"

EOI

(2)‚

"

BRIDGEENTERSRIS

ER

TO WALL

PLATFORM

ATTACHED

TC BOXON RAIS

ED

T/Tg

Duct

CO

MM

RISER

E-D

uct

E-D

uct

T/

Tg

Duct

CO

MM

(QL-D)

Mix

ed

Woods

2.5'Conc.

C&

G

Conc.Wal

l

3.0'Ir

on

Fence

3.0'Ir

on

Fence

Sto

ne

Wall

Jersey

Barrier

Brush

Brush

#2905 OverheadSign

Bit.

Conc.Should

er Bit.

Conc.Should

er

Bit.

Conc.

Sound

Wall

Grass

Grass

Guard

Rail

Guard

Rail

Bit.

Conc.Should

er

Bit.Conc.Shoulder

Bit.Conc.Shoulder

Brush

Brush

2"Locust

2"Locust

Platf

orm

Metal

Sig

n

Sig

n

Guard

Rail

Guard

Rail

Tall

Grass

Grass

Jersey

Barrier

Jersey

Barrier

Conc.

Ret.

Wall

Brush

Brush

Conc.

Ret.

Wall

Bit.

Conc.Should

er

Bit.

Conc.Should

er

Guard

Rail

Sig

n

Bridge#2242

Rip-Rap

Bit.

Conc.

Ongoin

gSapling

Pla

nting

Ongoin

gSapling

Pla

nting

Ongoin

gSapling

Pla

nting

Conc.

Ret.

Wall

Conc.

Bit.

Conc.

Bit.

Conc.Should

er

Bit.

Conc.Should

er

Bit.

Conc.Should

er

Bit.

Conc.Should

er

Bit.

Conc.

Lig

ht

Brush/

Grasses

Bit.

Conc.

ParapetWall

ParapetWall

4'

Wire

Fence

Mix

ed

Hard

Woods

Grass

Conc.Deck

Abutm

ent

Conc.

Approach

Sla

b

Conc.

Approach

Sla

b

Abutm

ent

Drain

Bridge

Drain

Bridge

Conc.Ledge

Conc.Ledge

Conc.Ledge

Conc.Ledge

Posts

=08°28'10"Rt.

PI211+10.45

Ex.F

AA,L/

Aand

R/

Wper

VD

OT

Proj#

0495-0

29-138,R

W201

23

24 30

31

(a)

(b)

52

53

56

(a)

(b)

57

59

61

(a)

(b)

60

I495

Express

Lanes

Ra

mp

I495

Express

Lanes

Ra

mp

I495

South

Bound

Express

Lanes

Sig

n

114

115

116

117

118

119

208

209

210

211

Conc.

VDitch

Ex.F

AA

and

R/

Wper

VD

OT

Proj#

0495-0

29-138,R

W201

0 25' 50'

SCALE

8102-029-065

8102 - 029 - 065

13921

Park

CenterRoad

Suite140

Hern

don,Virginia

20171

Drainage Descr.

Mainline Profile

REFERENCES



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d103907005.dgn


d103907005.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


ROADWAY ENGINEER

Herndon, Virginia


4A



Rice & Associates (703) 968-3200, 1/21/2014

So-Deep, Inc. (703) 361-6005, 2/15/2013








5

5

Matc

hline

Sta.3

3+0

0Sheet6

Matchli

neSta.27+0

0Sheet5

(1)

27'

39'

50'

I-495

NB

L

EXP

RE

SS

LA

NE

SN

B

RA

MP

FR

OM

I-495

EXP

RE

SS

LA

NE

SS

B

RA

MP

FR

OM

I-495

EXP

RE

SS

LA

NE

SN

B

RA

MP

TO

I-495

16'

L

5A

Matc

hline

Sta.2

6+7

5Sheet4

JBCON CONST.B

LB

38'

LJB

EW

N.

B

JB

NE

W.

BL

L

JBCE.BL

CONNECTOR

JONES BRANCH

L

JB

SE

WB

EXP

RE

SS

LA

NE

SS

B

RA

MP

FR

OM

I-495

FU

TU

RE

CB

EW

NBL

FU

TU

RE

DA

AR

SW

BL

JBSEW STA. 60+21.57

BEGIN MILL & OVERLAY

12'

12'

12'

Curve JBCON-3

PI = 31+33.18

T = 126.59'

L = 252.25'

R = 1,200.00'

30+06.59PC =

PT = 32+58.84

Curve JBCE-3

PI = 29+56.37

T = 39.88'

L = 79.46'

R = 378.00'

29+16.49PC =

PT = 29+95.95

Curve JBCW-3

PI = 31+53.37

T = 141.37'

L = 281.45'

R = 1,200.00'

30+12.00PC =

PT = 32+93.44

Curve JBCON-2

PI = 26+79.32

T = 71.84'

L = 143.17'

R = 688.00'

26+07.48PCC =

PT = 27+50.64

Curve JBCW-2

PI = 27+16.63

T = 45.73'

L = 91.33'

R = 698.99'

26+70.90PCC =

PT = 27+62.23

13

ROADWAY PLANS

STA. 27+57.06


BEGIN BRIDGE B628

STA. 28+87.06


END BRIDGE B628

4

17

174

4

2928

24

8

2928

1128 298

8

24

2829

STA.27+14.65

END 2

11

STA. 26+89.31

END

13

25

16

5 28 29

8

9

13

2

16

216

14

21

28 29

STA.29+29.50

BEGIN 825

2

1111

28 29

25

2829

2832

STA. 29+87.59


BEGIN BRIDGE B629

B628

EXIST BRIDGE

LA

NE

SS

BL

I-495

EXP

RE

SS

CURVE JBCW-2

JBCON-2

CURVE

STA. 28+10.89

END

B628

B629

EXIST VDOT L/ALINE

EXIST VDOT R/W AND

B629

STA.32+49.31

BEGIN

EXIST FAAL/ALINE

EXIST FAA R/W AND

CURVE JBCON-3

JBCW3

CURVE

STA. 27+81.32

BEGIN

STA.70+49.25

8

STA.60+28.06

BEGIN 11

END

STA.81+16.47

BEGIN

STA.18+48.84

BEGIN

STA.15+45.54

END

JBCE3

CURVE

BEGIN

11

8

STA. 27+60.89

END

25

R=55'

STA.26+78.91

BEGIN

11

STA.27+30.50

END

16

8

RET. WALL

TIE TO EXIST.

STA. 60+57.84

END

38 29

2

1

STA. 11+18.75 LT

STA. 11+20.71 RT

BEGIN

END

6

JB

WE

SBL

9

6

STA. 11+98.40

END 9

STA. 11+98.40

END 1 9

JBWES STA. 11+98.40

END MILL & OVERLAY

STA. 11+71.63

BEGIN

END

23

RET. WALL

TIE TO EXIST.

STA. 70+98.17

LA

NE

SN

BL

I-495

EXP

RE

SS

RET. WALL

TIE TO EXIST.

STA. 81+39.62

END

8 28 29

STA. 70+98.17

BEGIN

50'

JBCW B

12'





C

F




LEGEND

Grasscrete




2

3

4

5

6

STD. HR-1 REQ'D.

STD. CG-2 REQ'D.

STD. GR-9 REQ'D.

STD. GR-FOA-1 REQ'D.

STD. NOISE BARRIER WALL REQ'D.

8

9

MSE RETAINING WALL

STD. GR-2, REQ'D

11 REMOVE EXIST. BARRIER WALL


16

17

REMOVE EXIST. GUARDRAIL

REMOVE EXIST. SOUNDWALL

23

24

25

STD. CG-12, TYPE A CURB RAMP

STD. CG-12, TYPE B CURB RAMP

28

29


CUSTOM ORNAMENTAL FENCE

LEGEND

MEDIAN STRIP (MS-1)

STANDARD SOLID CONCRETE RAISED

27

PT

27+5

0.6

4

28

29

30

31

32

PT

32

+58.8

4

33

PO

T10

+13.3

9

11

12

POT12+

33.30

27

28

29

PC

29+16.4

9

PT

29+9

5.9

5

30 31 32

27

28

30 PC

30+12.0

0

31

32

PT

32

+93.4

4

33

PC

30+0

6.5

9

PT

32

+58.8

4

PC

C26+7

0.9

0

PT

27+6

2.2

3

PC

30+12.0

0

PT

32

+93.4

4

POT80+0

3.31

81

82

POT

70+0

1.19

71

72

60

61

POT

61+68.28

F

F

22

23

24

25

16

17

18

19

PC19+43.62

X

5-1

5-2

5-315"

15"

Bit.Conc.Shoulder

Bit.Conc.Shoulder

Conc.Ret.Wall

Sig

n

Rip-Rap

Rip-Rap

Rip-Rap

Rip-Rap

Jersey

Barrier

Jersey

Barrier

Bit.Conc.Shou

lder

Bit.

Conc.Shoulder

Bit.

Conc.Shoulder

Bit.Conc.

Bit.Conc.Shoulde

r

Bit.Conc.Shoulde

r

Bit.Conc.Shoulde

r

Bit.Conc.

Bit.

Conc.

Bit.Conc.

Bit.Conc.Shoulder

Bit.Conc.Shoulder

Bit.Conc.Shoulder

Bit.Conc.Shoulder

Bit.Conc.

Bridge#2290

Bridge#2244

Conc.DividerWall

ParapetWall

ParapetWall

ParapetWall

Conc.Ret.Wall

Grass

Conc.Barrier

Conc.Barrier

Conc.Ledge

Sig

n

LightBrush/Grasses

Conc.VDitch

GuardRail

Brush

Bit.Conc.Shoulder

LightBrush/Grasses

GuardRail

Conc.Ret.Wall

Conc.Ledge

Conc.Deck

Shrubs

Conc.Ledge

Conc.Ledge

Rip-Rap

Rip-Rap

Rip-Rap

Abutm

ent

Abutm

ent

Pier

5'WovenWireFence

5'WovenWireFence

25

(a)(b)

26

27

28

(a)

(b)

29

62

63

64

65

66

67

69

(a)

(b)

68

(a) (b)

(a)(b)

(a)

(b)

233

232

234

235

236

(a)

(b)

(a)

(b)

237

212

213

214

215

216

217

218

#29

6921

#H19

017

LightP

ole

#29

6944

#H2

0016

LightP

ole

#296922

#H19

016

Lig

ht

Pole

#296943

#H20

015

Lig

ht

Pole

#296923

#H19

015

Lig

ht

Pole

#296942

#H20

014

Lig

ht

Pole

#296924

#H19

014

Lig

ht

Pole

#296800

#H12

050

Lig

ht

Pole

#296879

#H12

049

Lig

ht

Pole

#296864

#H12

034

Lig

ht

Pole

Elec.

Vault

#296878

#H12

048

Lig

ht

Pole

#296877

#H12

047

Lig

ht

Pole

E

E

Elec.

HH

Elec.

HH

0 25' 50'

SCALE

8102-029-065

8102 - 029 - 065

13921

Park

CenterRoad

Suite140

Hern

don,Virginia

20171

Drainage Descr.

Mainline Profile

REFERENCES



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d103907005(1).dgn


d103907005(1).dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


ROADWAY ENGINEER

Herndon, Virginia




Rice & Associates (703) 968-3200, 1/21/2014

So-Deep, Inc. (703) 361-6005, 2/15/2013











C

F




LEGEND

Grasscrete




5(1)

5(1)

38'

30'

5A

ParapetWall

JBEWN BL

JBNEW BL

EXPRESS LANES NB

RAMP FROM I-495

EXPRESS LANES SB

RAMP FROM I-495

JBEWN STA. 75+43.78

END MILL & OVERLAY

JBNEW STA. 85+38.52

END MILL & OVERLAY

PI=74+92.91

T =269.70'

L=538.97'

R =5,473.26'

72+23.21PC=

PT =77+62.18

PI=84+87.92

T =269.04'

L=537.64'

R =5,459.31'

82+18.88PC=

PT =87+56.52

CurveJBEWN-1

CurveJBNEW-1

ROADWAY PLANS

Sta.7

2+0

4.3

9Sheet5

Matc

hline

Sta.8

2+0

0Sheet5

CURVE JBEWN-1

CURVE JBNEW-1

NOTE:

SEE SHEET 1M

FOR CALLOUTS LEGEND1

82

PC

82

+18.8

8

83

848

5

868

7

PT

87+5

6.5

2

72

PC

72

+23.2

1

73

74

75

767

7

PT

77+6

2.18

L

F

EOIEOI

EOI

EOI

EOI

EOI

T T

E

EE

E

E E

(FO)(VZN)

4"G

(QL-D)(A

AT

UR)

(AAT

UR)

(AATFI)

T/TgDuct

EXPOSEDT/Tg

T/

Tg

Duct

T/

Tg

Duct(F

O)(V

ZN)

T/Tg

Duct(F

O)(V

ZN)

/C

OM

MDuct(F

O)

CO

MM

Duct(F

O)

SHSH

SHSH

SHSH

SH

SHSH

SH

SH

SHSH

SH

SH SH

SHSH

SH

RISERCOMM Duct

EOI

EOI

EOI

BOXCONTROLIRR.

W

8"W

(QL-D)

6"W

IN AREAIRRIGATION

IN AREAIRRIGATION

BOXJUNCTION

E

(NAC)(NAC)

SH

SH

SH

SH

SH

SH

SHSH

SH

SHSH

SH

SH

SH

LIGHTGROUND

#1521

w/ UndergroundParking

Brick/ Vinyl

4Sty.

SpikeStrip

Gate

Gate

2.5'

Conc.

C&

G

2.5'

Conc.

C&

G

2.5'

Conc.

C&

G

0.5'Curb

Vent

Pip

e

Conc.Walk

Conc.WalkHCR

Handrail

Conc.Walk HCR

2.5'

Conc.

C&

G

2.5'

Conc.

C&

G

2.5'Conc.

C&

G

2.5'Conc.C&GWall

HCR HCR

Conc.Walk

Conc.Walk

2.5'Conc.C&G

Gate

Gate

0.5'Curb

Gate

2.5'Conc.C&G

HCR

2.5'Con

c.C

&G

Conc.Walk

2.5'Conc.C&G

Conc.Walk

Gravel

Conc.

Walk

Gate

Gate

Gate

2.5'

Conc.

C&

G

0.5'Curb

HCR Conc.Walk

2.5'Conc.C&G

2.5'Conc.C&G

HCR

2.5'

Conc.

C&

G

2.5'

Conc.

C&

G

Conc.Wall

3.0'Ir

on

Fence

StoneWall

StoneWall

IronFence

4.0'

Wall

Stone StoneWall4.0'IronFence

StoneWall

4.0'IronFence

#1510

w/ Bsmt.

Brick/ Vinyl

1Sty.

Sto

ne

Wall

WallStone

(Typ.)

Column

Stone

Column

Brick

Mar

ble

Sign

Fence(Typ.)

6.0'Iron

AirDucts

Handrail

AirDucts

StoneWall

Column

Stone

Fence

6.0'Iron

Stone

Fence

7.0'Ir

on

Sto

ne

Wall

Handrail

Fence

3.0'Ir

on

Column

Stone

Fence

3.7'Ir

on

Walk

Conc.#1600

Parking

w/ Underground

Brick/ Vinyl

4Sty.

Column

Brick

Sign

Brick

Fence

6.0'Ir

on

Fence

4.0'Ir

on

(Typ.)

Column

Stone

Fence

6.0'Iron

Column

Stone

Fence

6.0'Iron

SpeedBump

Speed

Bu

mp

Bump

Speed

Fence

6.0'Iron

(Typ.)

Column

Stone

#16

01

Parkin

g

w/

Underground

Bric

k/

Vin

yl

4Sty.

SteelPlate

Roof

Drains

Plastic

(Typ.)

Patio

Conc.

(Typ.)

Patio

Conc.

(Typ.)

Patio

Conc.

Gate

Conc.

Walk

Brick

6.0'IronFence

Brick

C&

G2.5'Conc.

Curb0.5'

Rte.3543

ScottsCrossingRoad

Bit.Conc.

Bit.Conc.

Bit.

Conc.

Bit.

Conc.

(8)

A/

C

(4)A/C

Brush

Sprin

gGate

Drive

4'

Wire

Fence

Mix

ed

Hard

Woods

Wire

Fence

Re

mains

Asphalt

Path

Conc.

Post

Cable

Gate

6"

Beech

6"

Cedar

6"

Cedar

6"

Cedar

6"

Cedar

6"

Cedar

6"

Gu

m 6"

Oak

6"

Oak

6"

Oak

MixedHardwoods

4"

Maple

4"

Maple

4"

Maple

4"

Maple

6"

Beech

6"

Gu

m

Box

woo

ds

6"

Cherry

3"

Crape

Myrtle

3"

Crape

Myrtle

3"

Crape

Myrtle

3"

Crape

Myrtle

6"

Maple

6"

Maple

Bric

k

Conc.

Walk

5"

Beech

5"

Gu

m

Sto

ne

Ret.

Wall

GravelPath

Sig

n

Bit.

Conc.

Bit.

Conc.Grass

Pla

nter

Pla

nter

HC

R Bric

k

Bushes

4"

Holly

4"

Holly

4"

Holly

4"

Holly

4"

Holly

8"

Maple

8"

Maple

8"

Maple

8"

Maple

8"

Maple

8"

Maple

8"

Maple

8"

Maple

8"

Maple

8"

Maple

8"

Maple

8"

Maple

Conc.Walk

Pla

nter

2.5'Conc.C&G

2.5'Conc.

C&

G

2.5'Conc.

C&

G

Conc.

(3)

Crape

Myrtle

Pla

nter

Grass

Conc.Strip

Conc.Strip

8"

Maple

8"

Maple

8"

Maple

8"

Maple

8"

Maple

8"

Maple

8"

Maple

HC

R

4'CLF

4'CLF

5"

Cherry

Gravel

Walk

Asphalt

Walk

Pla

nter

6"

Maple

6"

Maple

6"

Maple

Rip-Rap

22"Spruce

MetalGate

HCR

8"

Maple

8"

Maple

8"

Maple

8"

Maple

8"

Maple

8"

Maple

Sprin

gGate

Drive

Sprin

gGate

Drive

HCR

Conc.WalkConc.Walk

Bit.Conc.

Bit.Conc.

Bit.Conc.

Bit.Conc.

Conc.Median

2.5'Conc.C&G

2.5'Conc.C&G

Myrtles

Crape

Posts

=00°0

9'10"Lt.

PI

120+5

7.2

9

D.B.9674PG.622

FutureRight-Of-Way

Ex.ReservationFor

(12.00')

(S36°29'14"W) (N53°30'46"W 212.55')

(89.11')

(N27°2

5'5

5"E)

(N53°30'45"W 421.42')

(A=86.8

6')(R=55.00')

(A=18.95')

(R=15.00')

(30.52')

(S54°48'44"E)

(S53°12'44"E 138.63') (S49°09'07"E 81.79')

(36.03')

(S46°04'45"E)

(6.82')

(S04°10'32"E)

(55.39')

(S46°04'45"E)

(6.92')

(S87°15'32"E)

(S53°12'00"E 122.63')

E-2

E-6

E-7

E-3

E-8

E-6

E-3

E-4

E-6

E-9

D.B.9674Pg.622

Ex.Right-of-wayPer

Ex.Right-Of-WayPerD.B.15421PG.834

72

71

73

74

75

(a)

(b)

4"Plastic

6"Plastic

(a)

(b)

6"Plastic

78

79

224

225

(a)(b)

6"Plastic

(a)

(b)

226

227

228

238

Capital

One

Drive

Capital

One

Drive

Bit.

Conc.

Bit.

Conc.

Bit.

Conc.

Posts

120

121

122

123

124

125 =

05°4

5'2

8"

Rt.

PI

125+4

7.10

Underdrain

Underdrain

Underdrain

Hollies

242

D.B.11599Pg.668

SewerEsmt.

Ex.10'Sanitary

D.B.11964Pg.1011

SewerEsmt.

Ex.10'Sanitary

Ex.F

AA

and

R/

Wper

VD

OT

Proj#

0495-0

29-138,R

W201

UNIT OWNERS ASSOCIATION

GATES OF MCLEAN

DB 14562 PG26420.9928AC.Tax#029-4-12

UNIT OWNERS ASSOCIATION

CAPITALONE BANKDB 11627PG18

1,141,884SQ.FT

Tax#029-4-05-A2

004

004

003E

E

E

EE

EE

E

E

EE

EEE

EE

V V

T

E

EE

E

EE

T

E

E E

E

T

(2)

Water

Valves

Water

Valve

S

SS

S

Q

RS

T

US

(a)

(b)

No

#

Lig

ht

Pole

T

6-1

6-2

6-3

6-4

6-5

6-6

6-7

6-8

6-9

6-10

6-11

15"

15"

15"

15"

15"

18"

15"

18"

15"

0 25' 50'

SCALE

8102-029-065


Maidens, Virginia


8102 - 029 - 065

13921

Park

CenterRoad

Suite140

Hern

don,Virginia

20171

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d103907006.dgn


d103907006.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


ROADWAY ENGINEER

Herndon, Virginia




Rice & Associates (703) 968-3200, 1/21/2014

So-Deep, Inc. (703) 361-6005, 2/15/2013











C

F




LEGEND

Grasscrete




6

6

Matc

hline

Sta.3

3+0

0Sheet5

Matc

hline

Sta.3

9+0

0Sheet7

30'

52'

29'

4'

20'

24'

50'

8'

4'

39'

52'

JBCON CONST.LB

6A

R=30'

R=30'

40'

29'

R=30'

R=30'

CONNECTOR

JONES BRANCH

CAP

SR

VC

B

LFIRE ACCESS B

LJBCE B

JBCW BL

LGMCL-A B

L

GMCL-B

B

GM

CL-C

B L

L

GMCLB

GATESOF

MCLEAN

8'

8'

DRIV

EN

OR

TH

CAPIT

AL

ON

E

Curve JBCON-4

PI = 37+94.60

T = 52.08'

L = 103.91'

R = 600.00'

37+42.52

38+46.42

Curve JBCE-4

PI = 38+19.81

T = 53.99'

L = 107.72'

R = 622.00'

37+65.82PC =

PT = 38+73.53

Curve JBCW-4

PI = 37+73.21

T = 37.28'

L = 74.42'

R = 500.00'

37+35.93PC =

PT = 38+10.35

CurveCAPSRVC-4

PI=20+50.72

T =45.94'

L=91.04'

R =273.00'

20+04.77PC =

PRC=20+95.81

CurveCAPSRVC-5

PI=21+23.99

T =28.18'

L=54.97'

R =101.27'

20+95.81PRC=

PT = 21+50.78

PI=51+94.84

T =39.45'

L = 68.14'

R =54.00'

51+55.39PC =

PCC =52+23.54

PI=52+64.62

T =41.09'

L=82.15'

R =1,289.00'

52+23.54PCC =

PT = 53+05.68

PC =

PT =

CurveGMCL-1

CurveGMCL-2

57'

59'

28END

12

13

1

1

1

1

22

84 28

1

24

1

26

STA.36+92.61

8

13 12

32

ROADWAY PLANS

JBCW4

CURVE

B-629

4

1

2

13

32

2

1

32

26

30

2

15

EXIST.R/W

CURVE JBCE4

CURVE JBCON-4

GMCL-2

Curve

EXIST.R/W

Drainage Descr.

Mainline Profile

REFERENCES



STA. 53+05.68

GATES OF MCLEAN

END CONSTRUCTION

STA. 3+57.94

FIRE ACCESS

END CONSTRUCTION

STA. 60+95.95

GATES OF MCLEAN-A

END CONSTRUCTION

STA. 81+55.00

GATES OF MCLEAN-C

END CONSTRUCTION

GMCL-1

Curve

41'

58'

34

30

5'SIDEWALK

5'SID

EW

AL

K

5'SIDEWALK

1

1

22

2

CAPIT

AL

ON

ES

ER

VIC

ER

OA

D

2

1

CAPSERV-4

CURVE

27'

28 29

1

2

STA. 18+80.11

CAPITAL ONE SERVICE ROAD

END CONSTRUCTION

STA. 34+04.16


END BRIDGE B629

STA.34+30.92

BEGIN

CAPSERV-5

CURVE

STA.21+48.06

CAPITALONE SERVICE ROAD

END CONSTRUCTION

STA. 0+20.65

FIRE ACCESS

BEGIN CONSTRUCTION

STA. 33+77.70

BEGIN

1

STA.34+06.90

BEGIN 8

STA.18+80.16

BEGIN 5'SIDEWALK

BEGIN

3 8 28

1

32

BY OTHERS

TO BE DEMOLISHED

3

STA.37+13.37

END 288

24

END

CAP

ON

ED

RN

B LSTA. 11+62.44

CAPITAL ONE DR NORTH

END CONSTRUCTION 1

BY OTHERS

TO BE CONSTRUCTED

83

STA.38+65.95

BEGIN

EXIST L/ALINE

EXIST R/W AND

EXIST L/ALINE

EXIST R/W AND

AND L/ALINE

PROP.R/W

AND TEMP. CONST. ESMT.


TEMP. CONST. ESMT.

AGREEMENT AND

PROP. GRADING

AN

DT

EM

P.C

ONS

T.E

SM

T.

PR

OP.

GR

ADIN

GA

GR

EE

ME

NT

AND TEMP.CONST.ESMT.


WALLEASEMENT

PROP.RETAINING

SIGNALEASEMENTPROP.TRAFFIC

AND TEMP.CONST.ESMT.



1

2

3

4

STD.CG-6REQ'D.

STD.HR-1REQ'D.

STD.CG-2 REQ'D.

STD.NOISE BARRIER WALLREQ'D.

LEGEND

24 STD.CG-12,TYPE A CURB RAMP

28

29 CUSTOM ORNAMENTALFENCE

15 REMOVE EXIST. CONC. ISLAND

12



26 STD. CG-12, TYPE M1

30 STD. UD-2 REQ'D.

STD. UD-3 REQ'D.

STD. UD-4 REQ'D.

31

32

34 CUSTOM STONE WALL

4 28 29

SIGNALEASEMENTPROP.TRAFFIC

WALLEASEMENTPROP.RETAINING


AND L/ALINEPROP.R/W

24

PR

OP.5'SID

EW

AL

K

24

5'SIDEWALK

8

33

34

35

36

37

38

PT

38+4

6.4

2

39

33

PI

33

+93.5

4

34

35

PI

35+5

8.9

1 36

37

PC

37+6

5.8

2

38

PT

38+7

3.5

3

34

35

36

37

38

39

PC

37+4

2.5

2

PT

38+4

6.4

2

PC

37+3

5.9

3

PT

38+10.3

5

PC20+04.77

PRC 20+95.81

PT 21+50.78

POT21+7

9.75

POT 10+68.19

11

12

19

20

21

POT 0+00.00

POT 50+00.00

51

PC51+

55.39

52

PC

C52+2

3.5

4

53

PT

53+0

5.6

8

POT 70+00.00

POT 80+00.00

81

POT 81+75.00

F

F

F

F

POT 3+58.14

F

F

FC

C

FC

C

F

F

70

POT

70+5

6.82

POT 60+00.00

POT 60+95.94

1

2

3

6.0'IronFenc

e

MixedWoods

MixedWoods

MixedWoods

Conc.Wal

k

Guardrai

l

Guardrail

Conc.WalkHCR

2.5'Con

c.C

&G

Gravel

HCR

Conc.Walk

0.5'Curb

0.5'

Curb

2.5'Conc.C&G

AirDucts

(Typ.)ColumnStone

Fence

6.0'Ir

on

0.5'Curb

Rip-R

ap

Rip-R

ap

Rip-R

ap

Roof

Drains

Plastic

(4)A/C

Brick

(4)A/C

(8)

A/

C

Conc.W

alk

4"Cherry

4"Cherry

4"Cherry

4"Cherry

4"Cherry

22"Spruce

18"

Multi.

Waln

ut 8"

Ha

mis

ch

Trellis

6"

Ha

mis

ch

Trellis

Pond

Brush

Brush

Brush

5'Split

Rail

Fence

Edge

Of

Water

EdgeOfWater

Sig

n

3"

Cherry

3"

Cherry

5"

Cherry

Mix

ed

Woods

Ret.

Wall

Con

c.

Rip-R

ap

Rip-R

ap

Rip-R

ap

Sig

n Sig

n

Maple

20"

Double

9"

Oak

Metal

Gate

GuardRail

Conc.Walk

Conc.Walk

Conc.Median

Conc.Conc.

GuardRail

Gravel

Bit.Conc.

Bit.Conc.

Bit.Conc.

Sign

Gravel

Gra

vel

Walk

4'CLF

4'CLF

Brush

Brush/ Weeds

Sig

n

Sign

(3)Iron

Post

3'CLF

3'CLF

3'CLF

Sig

nReflector

HCR

Sig

n

Conc.WalkGuardRail

0.5'Curb

0.5'Curb

0.5'Cu

rb

0.5'Curb

Gravel

MixedHardwoods

6"Syca

more

(S16°0

4'4

6"W

102.2

9')

N53°31'46"W420.00')

(S53°34'09"E420.00')

(N31°33'24"W87.99')

(S59°3

9'2

1"W

65.0

0')

(N37°15'38"W121.63')

(N70°4

3'18"W

242.4

2')

(20.0

0')

(N16°0

4'4

6"W)

(A=61.79')

(R=476.00') (A=62.8

9')(R=463.00

')

(S52°51'17"E 114.68') (24.48')

(S51°09'07"E)

(A=41.14')

(R=412.00')

(47.47')

(S37°08'43"E)

(S36°20'49"E102.00')

(S12°20'3

7"E

101.84')

(S21°21'08"W

46.77')

D.B.15421Pg.834

EgressEsmt.

Ex.50'Ingress/

(N36°20'49"W72.71')

145.45'Lt.

+47.27

IPF

120.49'Lt.

+66.27

IPF

182.40'Lt.

+87.22

IPF

155.72'Lt.

+71.07

IPF

243.52'Lt.

+16.12

IPF

D.B.15421Pg.825

Ex.Ingress/Egress.Esmt.

D.B.11772 Pg.1032

Ex.Right-of-wayPer

D.B.9

673Pg.5

90

Ex.Right-of-w

ayPer

D.B.9673 Pg.590

Ex.Right-of-wayPer

76(a)

(b)

77(a)

(b)

86

6"Plastic

87

88

(a)

(b)

89

90

92

91

(a)

(b)(c)

(a)(b)

(a)(b)

93

(a)(b)

94

95

96 6"Plastic

6"Plastic

(a)(b)

(c) 97

98

(a)(b)(c)

6"Plastic

3"Plastic99

(d)

4"Plastic

100

101 102

103

105

106

107(a)

(b)

108

109

110

111

E-25

(128.67')

(N06°5

0'34"W

)

137.80'Lt.

+79.12

IPF


Bit.Conc.

GravelWalk

HC

RHCR

Sig

n

Inv.

Out=304.6

3

Inv.In

=304.8

6

InPl.

12"

Corrugate

dPlastic

Pip

e

Sign

Sign

Sign

126

127

128

129

130

131

Temp.JerseyBarrier

D.B.11599Pg.668

SewerEsmt.

Ex.10'Sanitary

D.B.9789Pg.757

D.B.9674Pg.622

Storm DrainEsmt.

Ex.FloodplainAnd

D.B.9673 Pg.590

DrainEsmt.

Ex.20'Storm

CLEVELAND 1820

DOLLY MADISON LLCDB 21145 PG 100

1. 1079 AC.

Tax# 029-4-05-0009A

DOLLYMADISON LLC

Tax#029-4-05-0010A

CAPITALONE BANKDB 11627 PG 18

1, 141, 884 SQ. FT

Tax# 029-4-05-A2

004

005

CAPITALONE BANK

Tax#029-4-05-A2

005

CLEVELAND 1820DOLLYMADISON LLCDB 21145PG1006.5430AC.

Tax#029-4-05-0010A

E

Co

mm.

MH

Elec.

Vault

Water

Valve

Water

Valve

Water

Valve

Elec.

MH

#W

G59

Lig

ht

Pole

11-20#

40D-21264-

LightPole

S

S

S

S K

L

OP

(a)

(b)

WS

SAA

No

#

Lig

ht

Pole

EOIEOI

EOI

EOIE-DUCT

E-DUCT

EOI

EOIEOI

EOI

EOI

E

T

T

T

EOI

EOI

(FO)(VZN)(FO)(VZN)

(FO)(VZ

N)

(FO)(VZN)

(FO)(VZN)

(FO)(V

ZN

BUS)

E-DUCT (QL-C)

(AATFI)

4"G

(QL-D)(A

AT

UR)

W(Q

L-D)

4"G

(QL-D)

4"G(QL-D)(AATFI)

(EATFI)

(AATFI)

T/TgDuc

t(QL-D)

W(Q

L-D) (AATFI)

(EATFI)

0 25' 50'

SCALE

8102-029-065


Maidens, Virginia


8102 - 029 - 065

13921

Park

CenterRoad

Suite140

Hern

don,Virginia

20171

Drainage Descr.

Mainline Profile

REFERENCES



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d103907007.dgn


d103907007.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


ROADWAY ENGINEER

Herndon, Virginia




Rice & Associates (703) 968-3200, 1/21/2014

So-Deep, Inc. (703) 361-6005, 2/15/2013











C

F




LEGEND

Grasscrete




7

7

Matc

hline

Sta.3

9+0

0Sheet6

Matc

hline

Sta.4

5+0

0Sheet8

8'

40'

8'SIDEWALK

8'SIDEWALK

8'SIDEWALK

8'SIDEWALK

7A

R=30'

R=30'

R=30'

R=40'JBCON CONST.LB

41'

50'

29'

Curve PLOT-1

PI = 91+11.57

T = 16.73'

L = 32.51'

R = 56.00'

90+94.84PC =

PRC =91+27.35

Curve PLOT-2

PI = 91+41.29

T = 13.94'

L = 25.99'

R = 29.00'

91+27.35PRC =

PT = 91+53.34

CurveJBCON-5

PI=42+30.43

T =99.24'

L=195.93'

R =500.00'

41+31.19PC =

PT = 43+27.12

CurveJBCE-5

PI=42+59.46

T =89.32'

L=176.34'

R =450.00'

41+70.15

43+46.49

CurveJBCW-5

PI=42+12.19

T =99.24'

L=195.93'

R =500.00'

41+12.95PC =

PT = 43+08.88

PT =

PC =

JBCW.BL

JBCE.BL

CONNECTOR

JONES BRANCH

DRIV

ES

OU

TH

CAPIT

AL

ON

E

L

FU

TU

RE

RO

AD

WA

YB

L

CAP

ON

ED

RS

B

LPLOT B

COMMUTER LOT

STA. 41+16.23

END 3

STA.40+00.03BEGIN

STA. 43+71.67

END

TIE TO EXIST.

END

STA.42+81.76BEGIN

ROADWAY PLANS

13'

EXIST.R/W

8'SIDEWALK

CURVE PLOT-1

JBCE5

CURVE

JBCON-5CURVE

8

29'

23

STA. 91+30.00

COMMUTER LOT

END CONSTRUCTION

STA. 11+82.87

END 8' SIDEWALK

END

4'

33'

3

1

24

12

13

2

1

16

15

3

1213

13

1

25

31

1

13

25

13

12

3

1

3

24

16

2

15

32

32

32

30 30

32

32

PROP.R/W

EXIST.R/W

PROP.R/W

EXIST. R/W

CURVE PLOT-2

R=75'

R=5'

R=75'

CURVE JBCW5

R=100'

8

EXIST.R/W

23

STA. 11+82.87

CAPITAL ONE DRIVE SOUTH

END CONSTRUCTION

1

STA. 11+23.72

END 8' SIDEWALK

END

TIE TOEXIST.

END 1

AND TEMP.CONSTR.ESMT.PROP.GRADING AGREEMENT

WALL EASEMENTPROP. RETAINING

AND TEMP. CONSTR. ESMT.PROP. GRADING AGREEMENT

AND TEMP. CONSTR. ESMT.PROP. GRADING AGREEMENT

CONSTR. ESMT.AND TEMP. AGREEMENTPROP. GRADING

1

2

3

STD.CG-6REQ'D.

STD.HR-1REQ'D.

STD.CG-2 REQ'D.

15 REMOVE EXIST. CONC. ISLAND

12



STD. UD-4 REQ'D.32


23 STANDARD SOLID CONCRETE RAISED MEDIAN STRIP (MS-1)

24

25

STD. CG-12, TYPE A CURB RAMP

STD. CG-12, TYPE B CURB RAMP

30 STD. UD-2 REQ'D.

LEGEND


39

40

41

42

43

44

45

POT 30+00.00

31

POT 31+64.45

91

39

40

41

PC

41+70.15 42 43

PT

43

+46.4

9

PO

T43

+59.8

2

39

40

41

42

43

POT 90+00.00

PC90+94.84

PRC

91+27.3

5

PT 91+53.34

POT 91+70.75

PC

41+31.19

PT

43

+27.12

PC

41+12.9

5

PT

43

+08.8

8

PO

T43

+89.14

POT 10+40.37

11

12

POT 12+00.00

CF

CF

FC

FC

F

F

7-1

7-2

7-3

7-4

7-7

7-5

7-6

7-8

7-9

7-11

7-12

7-5A

7-10

18"

18"

18"

18"

18"

18"

18"

18"

18"

18"

24"

24"

15"

15" 18"

D. B. 11772 Pg. 2024

Te

mp.

Const. E

smt.

Ex.

Gradin

g

&

at

hline Sta. 4

5+0

0 Sheet 7

0 25' 50'

SCALE

8102-029-065


Maidens, Virginia


8102 - 029 - 065

13921

Park

CenterRoad

Suite140

Hern

don,Virginia

20171

Drainage Descr.

Mainline Profile

REFERENCES



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d103907008.dgn


d103907008.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


ROADWAY ENGINEER

Herndon, Virginia


4A



Rice & Associates (703) 968-3200, 1/21/2014

So-Deep, Inc. (703) 361-6005, 2/15/2013







Gravel

8.0'ChainLinkFence

3.0'SiltFence

Column

Conc. Column

Conc.

HCR

Conc.Walk

Conc.

Walk

2.5'Conc.C&G

2.5'

Conc.

C&

G

Rte.12

3

Dolly

Madis

on

Boule

vard

Bit.

Conc.

Bit.Conc.

Rte.12

3

Dolly

Madis

on

Boule

vard

Bit.

Conc.

Rte.8102

ScottsCrossingRoad

Silt

Fen

ce

Bit.Conc.

2.5'Conc.C&G

Column

Conc.

Overhead

Metr

oRail

Overhead

Metr

oRail

Metr

oRail

Overhead

Metr

oRail

Overhead

Column

Conc.

Brush

GuardRail

Sig

n

Grass

2.5'Conc.C&G

Conc.Walk

Conc.

Walk

2.5'

Conc.

C&

G

0.5'

Curb

0.5'

Curb

Conc.

Media

n

Grass

Evergreens

Rte.6471

ColshireDrive

Bit.Conc.

Bit.Conc.

Sig

n

0.5'Conc.Curb

0.5'Conc.Curb

Conc.Median

Conc.0.5'Conc.Curb

Sign

TrashCan

Bench TrashCan

Bench

2"Oak

Planter

Pla

nter

Pla

nter

Shrubs

Conc.

Conc.

HCR

HCR

HCR

HCR

HCRHCR

Asphalt

Asphalt

Conc.Walk

Conc.

Walk

Conc.

Conc.

Pedestrian

Bridge

Te

mp.Jersey

Barrier

Barrier

Crash

Conc.

Walk

2.5'Conc.

C&

G

Guard

Rail

Rip-Rap

Sign

2.5'

Conc.

C&

G

GuardRail

Rip-R

ap

Rip-R

ap

Rip-R

ap

Silt

Fence

Brush

Brush

HC

R

Metr

oRail

Overhead 3'

CLF

Post

Pla

nter

2"Dec.Tre

e

2"Dec.Tre

e

2"Dec.Tre

e

(16)2"Maple

s

Edge

Of

Water

Edge

Of

Water

Colu

mn

Conc.

Conc.

Ret.

Wall

Metr

oBuildin

g

&Conc.

2Story

Bric

kOverhang

Canopy

Glass

(12)BikeRacks

Sign

Sign

ElevatorsRip-R

ap

PL

(S21°21'08"W

46.77')

(S68°38'52

"E

92.23')

DB 15421PG825

RightOfWayPer

(37.12')

(N32°15'25"W)

(S60°4

1'00"W

63.10')

D.B.11772

Pg.942

Constr

uction

Es

mt.

Ex.

Gradin

gAnd

Te

mporary

(N36°20'49"W 72.71')

(R=2

941.80')

(A=117.0

4')

(R=2

941.38')

(A=112.8

5'

(61.57')

(S80°47'14"E)

(26.85')(S43°34'52"E

)

(R=163.00')

(A=85.6

7')

(S10°53'42"E

120.12')

(R=272.0

0')

(A=123.

86')

(S10°46'44"E70.11')

(N04°33'13"W

9.56')

(S36°32'23"E 38.42')

(OmittedFrom

Plat)

(N10°50'52"W18.47')

D.B.11772

Pg.2024

Te

mp.

Const.

Es

mt.

Ex.

Gradin

g&

(36.2

1')

(N07°19'14"E)

(R=293.01')

(A=131.38')

(R=2

952.5

0')

(A=7

4.5

2')

(165.14')

(N65°5

4'0

6"E)

E-20

E-2

7

E-19

E-2

1E-2

3

(N59°0

2'17"E

208.2

5')

(S13°56'15"W

88.12')

(S59°0

2'17"W

1270.8

7')

D.B.20770

Pg.131

Ex.Temp.B

orePitEsmt.

Proj#DT00-029-108,RW201D.B.20515Pg.568Ex.Right-of-way

Per

D.B.11772 Pg.1032

Ex.Right-of-wayPer

D.B.216

65

Pg.15

92

Ex.

Rig

ht-of-w

ay

Per

D.B.11772Pg.2015

Ex.Right-of-wayPer

D.B.11577

Pg.770

Ex.

Rig

ht-of-w

ay

Per

D.B.

11577

Pg.7

70

Ex.Right-of-

wayPer

104

4"Plastic

6"Plastic

4"Plastic

8"Metal

4"

Metal

Rip-Rap

112

113

(a)

(b)

(c)

114

(a)

(b)

115

6"

Metal

(a)

(b)

116

117

(a)

(b)

(c)

(d)

6"Plastic

118

119

(a)

(b)

(c)

6"

Metal

6"

Metal

(d)

(d)

126

Tree

Well

(a)

(b)

(c)

127

4"Plastic

128

4"Plastic(a)(b)

(d)

4"Plastic

129

8"Metal13

013

1

132

133

(a)

(b)

134

135

136

137

138

(a)

(b)

139

6"Plastic

(a)

(b)

140

145

(c)

205

206

207

208

214

6"Plastic

DB1542

1Pg.834

Ex.Right

OfWa

yPer

4.96'Rt.

+80.00

IPF

D.B.11964

Pg.10

11

Ex.

Rig

ht-

Of-W

ay

Per

Well

Tree

Well

Tree

JonesBranch

Connector-Survey

Baseline

Colu

mn

Conc.

Railing

132

133

134

135

136

137

138

139

304

305

306

307

POT307+08.64

308

POT308+33.09

=37°5

1'01"

Rt.

PI

135+6

7.6

1

Temp.JerseyBarrier

Dec.2013/ Jan.2014

Construction

AreaUnder

Dec.2013/ Jan.2014

Construction

AreaUnder

(a)

(b)

D.B.3237

Pg.664

Ex.10'San.Sewer

Es

mt.

Approxim

ate

Location

D.B.11772

Pg.2049

Ex.

Vir

ginia

Power

Es

mt.

D.B.2586

Pg.18

0

Sewer

Es

mt.

Ex.25'Sanitary

Approx.L

ocation

D.B.9789

Pg.757

D.B.9674

Pg.622

Stor

mDrain

Es

mt.

Ex.Flo

odplain

And

D.B.20770

Pg.131D.B.2

0515Pg.5

68VerizonVirgin

iaEx.Esmt.F

orServicesOfVirgin

ia&Mcime

troAccessTrans

mission

Ex.Esmt.F

or

2033

D.B.11772

Pg.

Ex.

Veriz

on

Es

mt.

D.B.15

490

Pg.772

Water

Es

mt.

Ex.20'City

Of

Falls

Church

D.B.3345

Pg.629

Ex.20'Stor

mSewer

Es

mt.

Approxim

ate

Location

D.B.3345

Pg.629

Ex.10'Stor

mSewer

Es

mt.

Approxim

ate

Location

D.B.11772

Pg.2041

Ex.15'

Nextlin

kEs

mt.

D.B.11772

Pg.2

015

Es

mt.

Ex.Stor

mDrain

age

D.B.20770

Pg.131D.B.2

0515Pg.5

68DominionVirgin

iaPower

Ex.Esmt.F

or

D.B.9673

Pg.590Drain

Esmt.Ex.2

0'Storm

CLEVELAND 1820

DOLLYMADISON LLCDB 21145PG100

6.5430AC.

Tax#029-4-05-0010A

BOARD OF SUPERVISORS OFFAIRFAX COUNTY,VIRGINIADB 11964PG101125,820SQ.FT

Tax#029-4-05-B1

TH

EB

OA

RD

OF

SUP

ER

VIS

OR

S

OF

FAIR

FA

XC

OU

NT

Y,

VIR

GINIA

DB

11898

PG

1841

88,0

83

SQ.F

TTax#

030-3-2

8-B

3

005

CAPITALONE BANK

DB 11627PG18

1,141,884SQ.FT

Tax#029-4-05-A2

004

006

DOLLYMADISON LLC

T

EE

TC

E

TC

T

T

T

T

T

E

E

T

T

T

T

E

S

S

S

S

T

45

46

47

PO

T47+7

3.5

4

CFF

C

F

F

TV

T

EE

T

T

T

TC

T

T

EE

TC

(FO)(VZN)

(EATFI)

(FO)(VZN BUS)

EOI

COMM

(FO)(Z

AY

O)

(FO)(Z

AY

O)

(FO)(Z

AY

O)

(FO)(Z

AY

O)

(FO)(ZAYO)

(FO)(ZAYO)

EOI

EOI

EOI

EOI

EOI

EOI

EOI

(FO)(VZN BUS)

EOI(F

O)(MIT

RE)

EOIE

OI

(FO)(MIT

RE)

(FO)(MIT

RE)

(FO)(MIT

RE)

(FO)(MITRE)

(AATFI)

(5)LOOPS

TC Duct

(3)LOOPS

TC Duct

T/

Tg

Duct(F

O)(C

LGS)(A

AT

UR)(Q

L-D)

T/

Tg

Duct(F

O)(C

LGS)(A

AT

UR)(Q

L-D)

T/

Tg

Duct(F

O)(C

LGS)(A

AT

UR)(Q

L-D)

T/TgDuct(FO)(VZN)(QL-D)

LOOPS

TC Duct

EORI

E-Duct (AATUR) (QL-D)

EOI

20"

W(Q

L-C)

T/

Tg

Duct(F

O)(Z

AY

O)(Q

L-D)

(AATFI)

GTS

(EATFI)

EOI

20"

W(Q

L-C)

20"

W(Q

L-C)





C

F




LEGEND

Grasscrete




R=35'

R=40'

8

8

Mc

61'

27'

16'

8'SIDEWALK

8'SIDEWALK

L

8A8A8A8A8A8A8A8A

COLSHIREDR.


12

13

1

2

27

B

1

16

1

(RO

UT

E12

3)

DO

LLE

YM

ADIS

ON

BO

ULE

VA

RD

32

30

32

24

24

32

33

ROADWAY PLANS

EXIST.R/W

EXIST.R/WPROP.R/W

EXIST.R/W

JBCON CONST.L

R=3.5'

BEGIN

TIE TO EXIST.

END

BEGIN

TIE TOEXIST.

END SIDEWALK

12'

1 32

TIE TOEXIST.

END

7'

32

TIE TOEXIST.

END

TIE TOEXIST.

END SIDEWALK

STA. 47+73.54 JBCON CONSTR. B

END PROJECT

LSTA. 47+08.82 JBCON CONSTR. B

END CONSTRUCTION

9

STA.46+59

END

6

9

16'

AND TEMP.CONSTR.ESMT.PROP.GRADING AGREEMENT

LEGEND

1

2

3

STD. CG-6 REQ'D.

STD. HR-1 REQ'D.

STD. CG-2 REQ'D.

6 STD. GR-9 REQ'D.

9 STD. GR-2, REQ'D

12




24 STD. CG-12, TYPE A CURB RAMP

30 STD. UD-2 REQ'D.

STD. UD-4 REQ'D.32

8-1

8-2

8-3

15"

15"

PUBLIC HEARING PLANS · 2017. 11. 2. · C n c g W a l k E-3 E-5 E-6 E-1 7 E-1 8 (S 0 7 ° 1 1 ' 0...

Documents

Transcript of PUBLIC HEARING PLANS · 2017. 11. 2. · C n c g W a l k E-3 E-5 E-6 E-1 7 E-1 8 (S 0 7 ° 1 1 ' 0...