2/2/2015 PROJECT MANAGER Mr. Sanjeev Suri, PE, PMP, …Feb 02, 2015 · 7 6007-053-133 P101, R201, C501 (NFO) 6007-053-133 PROJECT MANAGER SURVEYED BY, DATE DESIGN BY SUBSURFACE UTILITY

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

GENERAL NOTES

(F) Ground Covers and Vines - 0.25 gallon per pit

(E) Shrubs under 18" in Height - 1 gallon per pit

(D) Shrubs over 18" in Height - 2 gallons per pit

(C) Evergreen Trees - 8 gallons per pit

(B) Deciduous Trees 10’ in Height or Less - 6 gallons per pit

(A) Deciduous Trees over 10’ in Height - 12 gallons per pit

HR - Hour

S.F. - Square Feet

C.Y. - Cubic Yard

L.F. - Linear Feet

EA. - Each

B.R. - Bareroot

CONT. - Container

CAL. - Caliper

B&B - Balled & Burlapped

HGT - Height

PLANT SUMMARY

LANDSCAPE SUMMARY AND NOTES

20.

19.

18.

17.

16.

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

Definition of abbreviations:

and the contract Special Provision for Section 605 Planting dated August 12, 2008.

establishment period, refer to the VDOT Road and Bridge Specifications, Section 605

For additional information relative to preparation, planting, mulching, maintenance, and the

and equal to the depth of the container or root ball.

Planting pits for container material shall be twice the width of the container or root ball

Standard 1201.08 for Mulch Specifications.

The mulching material for this project shall be: SHREDDED HARDWOOD BARK. See VDOT

plant material.

by the Engineer prior to excavation of planting pits and/or beds and installation of any

The location of all plant material shall be staked in the field by the Contractor for approval

unless otherwise directed by the Engineer.

On center spacing of plant material shall be indicated in the Landscape Summary or plan,

as required for changes due to actual field conditions when directed by the Engineer.

Location of plant materials shown on the plans are schematic only and shall be adjusted

Major trees shall not be planted under overhead wires at any time.

assets that may exist in the project area.

The Contractor shall coordinate, through the Engineer, the location and delineation of VDOT

utilities (public and/or private) within landscaping areas.

and landscaping, the contractor shall verify the locations of all underground and aerial

Utility data for this project is shown on the landscaping plan sheets. Prior to excavation

of the total quantity.

a representative sample of each species may be required for approval prior to shipment

all plant material at its source prior to digging or delivery. If this opportunity is waived,

The Engineer or their designee shall be given the opportunity to inspect and approve

and tamp properly.

provided that there is sufficient space between the ball and the side of the pit to backfill

Should the ball size exceed the minimum size given, the pit size need not be increased

bidding purposes, this assumes a total of 14 times per year.

and every 4 weeks during the period between October 1 and November 30. For Contractor’s

April 1 and May 31; every 2 weeks during the period between June 1 and September 30;

The Contractor shall water all living plants every 4 weeks during the period between

Engineer:

minimum quantities of water for each watering, unless otherwise directed by the

During the establishment period the contractor shall water each plant with the following

day of planting. The same procedure shall be followed in planting replacements.

shall be filled with soil mix, fertilized, tamped, and again watered, all within the same

tamped, and thoroughly watered. After settlement of the soil, the remainder of the pit

mix shall then be filled around the roots to approximately 75% of the depth of the pit,

Plants shall be set in the planting pit, at the proper depth, on tamped soil mix. Soil

to the project site, not after they have been pruned.

Size of plants indicated on this summary sheet refer to the size of plants delivered

prior to April 30.

All plants must be in place by April 15 in order that replacements may be made

The planting season for this project shall be from October 1 through April 30.

All planting and site work shall be within the right-of-way.

Standards (American Standard for Nursery Stock).

and the 2008 Road and Bridge Standards. Plant Material Shall Conform to AN&LA

All planting shall be in accordance with the 2007 Road and Bridge Specifications

38(1)

38(1)

d58599-38(01).dgn

Plotted By: localuser2:52:50 PM

2/2/2015

SHEET NO.PROJECT

REVISEDSTATE

VA.

ROUTE

STATE

PROJECTSHEET NO.

7

6007-053-133

P101, R201, C501

(NFO) 6007-053-133

PROJECT MANAGER

SURVEYED BY, DATE

DESIGN BY

SUBSURFACE UTILITY BY, DATE

Dewberry Consultants LLC - (703) 468-2252, Oct. 2013 - Jan. 2014

Mr. Sanjeev Suri, PE, PMP, CCM - VDOT NOVA District - (703) 259-2232

Dewberry Consultants LLC - (703) 289-4796

Accumark, Inc., Nov. 2013 - Apr. 2014

565

575

590

605

600

595580

575

570

595

590

585

570

580

580

575

575

585

590

580

595

580

575

585

590

585

580

575

570

585 5

90

580

575

570

585 590

595

590 5

95

585

565

555

560

580

575

570

555

585

550

565

580

560

555

570

565

565

560

570

575

570

580

565

5655

65

560

560

563.7

565

565.4

570

570

575

575

580

580

585

585

585

585.7

586.1

586.3

586.3

586.6

587.3

590

590

590590

592.4

592.6

592.7

593.5

595

595

595

595

595

600

600

600

600

600.5

600.9

601.4

602.6

604.4

605

605

605

605

605

607.6

609.4

610 610

610

610

610

610

614.1

614.7

615

615

615

615

615

615

615.6

615.6

616.3

618.1

618.3

618.6

618.9

619.1

619.6

620

620

620

620.2

620.4

620.5

620.7

620.8

620.9

621.3

621.6

621.6

625

625

630

630

635

635

640

645

650

Route 7

WB

L

Route 7 E

BL

Route 9

Bridge View

Court

WO & D Tr

ail

Dry

Mill

Road

In Pl. H

WIN

V. =

582. 74

In Pl. 3

6" C

MP

In Pl. 3

6" C

MP

In Pl. H

W

In Pl. H

WIN

V. =

574. 53

Inv. In =

576. 92

In Pl. 3

6" C

MP

Inv. O

ut =

576. 58

Top =

581. 3

0

In Pl. Grate

In Pl. 3

6" C

MP

In Pl. 3

6" Conc. Ditch

Top =

610. 05

In Pl. Grate

In Pl. 18" C

MP

INV. =

572. 69

In Pl. E

ND

SE

CTIO

N

In Pl. E

ND

SE

CTIO

N

Inv. O

ut =

607. 55

In Pl. 18" R

CP

INV. =

607. 03

In Pl. H

WIN

V. =

596. 50

In Pl. C

onc. Ditch

Inv. In =

614. 63

In Pl. C

onc. Ditch

In Pl. C

onc. Ditch

Inv. O

ut =

572. 95

In Pl. E

ND

SE

CTIO

N

In Pl. C

onc. Ditch

Inv. In =

606. 47

INV. =

581. 8

7

In Pl. H

W

In Pl. 2

1" C

MP

INV. =

563. 94

In Pl. 3

6" C

MP

In Pl. H

W

In Pl. 2

4" C

MP

INV. =

555. 91

In Pl. 3

6" C

MP

INV. =

559. 79

In Pl. 4

8" C

MP

In Pl. H

W

INV. =

550. 19

In Pl. 4

8" C

MP

(Pip

e Collapsed)

In Pl. H

W

INV. =

578. 72

In Pl. H

W

In Pl. 3

0" C

MP

(Covered

with dirt)

INV. =

580. 54

In Pl. H

W

In Pl. 2

1" C

MP

In Pl. E

ND

SE

CTIO

NIn Pl. 2

4" C

MP

INV. =

562. 96

INV. =

567. 29

INV. =

570. 45

In Pl. E

ND

SE

CTIO

NIn Pl. 2

7" C

MP

PL

PL

PL

584

578

578

576

574

582

572

571570.8

578

576

574

580

590

582

580

578

576

575.7

584

578

580

582

584

586588

579

579578

576

574

572

580

578

576

574

572

570

568

586

588

580

578

576

574

573

580

15"

15"

60"

60"

15"

15"

60"

60"

15"

15"

24"

24"

30"

30"

30"

15"

36"

30"

15"

24"

30"

30"

15"

15"

15"

15"

18"

15"

15"

15"

15"

136

137

138

139

140

141

142

143

144

145

146

POT 10

+00.00

10

11

12

13

14

15

16

17

18

19

20

PC 2

0+51.7

0

21

PC 10

+00.0

0

11

12

PT 12

+08.74

PC 12

+46.97

13

PT 13

+85.55

14

POT 14+50.86

12

PT 12

+08.78

PC 12

+60.34

13

PT 13

+46.87

14

POT 14+75.05

136

137

138

139

140

141

142

143

144

145

146

145145

16

11

PRC

11+30.6

4

12

13

PT 13+11.65

PC 10+00.00

10

11

12

PT 12

+23.77

13

14

15

16 PC 16

+07.2

6

CF

CF

FC

CF

CF

CF

CF

CF

12

13

14

15

1617

PT 13

+68.45

PC 14+43.56

PT 17

+74.38

10

11

12

13

14

15

10

11

12

13

14

15

16

PT 16+68.51

PRC 15

+86.60

PCC 13

+59.87

PRC 11+33.15

POT 19+21.5

8

16

17

18

19

PC 17+59.37

PT 17+74.38

PT 16+33.36

PC 310+55.33

PT 308+06.77

PC 308+68.59

PT 309+53.77

PT 307+13.2

8

PT 312

+06.8

7P

C 307+6

1.38

PC 10

+00.0

0

PC 306+7

0.40

PT 305+13.64

PC 303

+42+3

2

PT 302+0

0.2

0 PC 300+0

6.18

PR

C 300+9

3.2

9

PC 10

+00.00

PRC

10+72.52

PCC

12+79.84

PRC

14+87.16

PT 15

+85.41

PRC

316+53.87

PT 3

16+92.83

PC 3

17+37.84

PC 3

17+59.57

PC 10

+00.00

PC 3

18+66.63

PT 3

18+99.49

POT

319+14.72

301

302

303

304

305

306

307

308

309

310

311

312

313

314

315

PC 315

+49.16

316

317

318

319

CF

FC

FC

CF

FC

FC

CF

PCC

10+61.

95

CC

CC

CC CV

CC FM

QP

NS

CC

FM

CC

FM

CC

AA

ZS

QB

AF

AF

PV

PV

PV

CC

CC

CV

FM

CV

AA

CC

CV

CV

AA

CV CV

CC

LS

LS

AR

AR

QB

AR

AR LS

JV

JV

TTTT

TT

TT

PV

JV

JV

JV

JV

TT

TT

JV

AAJV

TT

CV

CC

CC

CCCC

CC

CC

AA

CV

CL

QP

CC

PV

PV

PV

PV

PV

ZS

ZS

ZSAF

45 JCS

JV

QP

QP

QP

QP

QP

QB

QP

QP

QPAR

AR

AR

LS

QB QBQB

LS

LS

LS

LS

LS

LS

LS

FM

CC

ZS

ZS

ZS

ZS

NS

NSNS

ZS

NS

NS

QB

NS

AA

AA

JV

JV

JV

294 HS

CC

CC

CC

30 RH 30 R

H

30 RH

192 HS 19

2 HS

636 LM

636 LM

50 RH

294 HS

50 RH

50 EH

2 CAS

7 MP2 C

AS

2 CAS

3 MP

2 MP

LS

AA

ZS

16 CS

JV

5 MP

JVJV

JV

CV

CV

CV

CV

QB

3 HV

22 RH

7 CAR

7 CAR

7 CAS7 CA

S

7 CAS

3 CAR

14 IV

2 MP

3 MP

2 MP

1 CAS

2 MP

2 HV

4 CAS

11VD

10 VD

12 VD

LM970

LM970

IV

20 JCS20

54 IV

35 CS

FM

RH70

50 RH

RH175

52 IV

8 CS

RH35

7 CS

AA

AA

JV

JV

TT

JV

CV

AAAA

CVPV

PVRH215

RH20

30RH

41 IV

2 MP

45 IV

CS18

CV

QP

3 MP

11 MP

CV

CV

MV MV

MV

INSINS

MVMV

MV

INS

INS

INS

INS

CV





16(2)

d58599-38(02).dgn


2/2/2015

SHEET NO.PROJECT

REVISEDSTATE

VA.

ROUTE

STATE

PROJECTSHEET NO.

7

6007-053-133

P101, R201, C501

(NFO) 6007-053-133

PROJECT MANAGER

SURVEYED BY, DATE

DESIGN BY






0

SCALE

50’ 100’

ROUTE 9

W&OD TRAIL

WB

RO

UT

E 7

EB

RO

UT

E 7

RA

MP

D

RA

MP

B

.D

R

LLI

M

YR

D

E. C

OLO

NIA

L H

WY.

ROUTE 9

RA

MP C

RA

MP

A

38(2)

38(2)

ROUTE 9





d58599-38(03).dgn


2/2/2015

SHEET NO.PROJECT

REVISEDSTATE

VA.

ROUTE

STATE

PROJECTSHEET NO.

7

6007-053-133

P101, R201, C501

(NFO) 6007-053-133

PROJECT MANAGER

SURVEYED BY, DATE

DESIGN BY






640

630

655

635

645

650

594.6

610610

615

615

620

620

625

625

630

6306

35

635

640

640

645

645

650

650

655

655

660

6656

70

670

670

672.1

674.1

674.6

675.0

675

675

676.2

676.5

677.5

677.6678.6

678.6

679.1

679.2

679.6

679.8679.9

680

680

680

680.2

680.2

680.4

681.2

684.3

685

690

Beachnut R

oad

Route 7 EBL

Route 7 WBL

Hid

den

Gap Road

Dense T

rees

Dense T

rees

TOP =

674. 09

In Pl. Grate

In Pl. 18

" RCP

In Pl. 18

" RCP

In Pl. 3

0" CMP

INV. = 6

60. 60In P

l. HW

In Pl. E

ND SEC

TION

In Pl. 18

" RCP

INV. = 6

81. 08

INV. = 6

73. 45

Inv. Out = 6

70. 21

Inv. In

= 670. 3

7

In Pl. 18

" RCP

In Pl. H

W

In Pl. H

W

In Pl. 3

0" CMP

INV. = 6

04. 57

INV. = 5

94. 03

In Pl. 15

" RCP

In Pl. E

ND SEC

TION

In Pl. E

ND SEC

TION

In Pl. E

ND SEC

TION

In Pl. 15

" RCP

INV. = 6

86. 74

In Pl. 2

4" CMP

In Pl. 2

4" CMP

INV. = 6

64. 07In P

l. END

SECTIO

N

No Width Given

Deed Book 683 Page 495

VEPCO

Esmt

Deed B

ook 173

7 Page 165

9

VEPCO Esmt

Deed B

ook 173

6 Page 22

95

Bell Atlantic E

smt

P L

P L

P L

PL

PL

15"

24"

24"

660

655

650

645

665

669

161

162

163

164

165

166

167

168

169

170

171

172

173

174

175

176

161

162

163

164

PI 164+00.14

165

PI 165+50.14

166

167

168

169

170

171 PI 171+00.14

172

173

174

175

171

171

164

164

C FCF

CF

CF

C F

C F

CFC F

JV2 JV

2

JV2

JV2

IN2IN

2IN

2 JV2

JV2

JV2

JV2

JV2 JV

2

JV2

PA-2

JV2

PA-2

PA-2

JV2

IN2

JV2

IN2

PA-2

JV2JV

2JV

2 JV2

SP

11,000 +/- SF

JV2

JVJV

JVJV

PA-2IN

2

LS

PA-2

PA-2

PA-2

LS LSIN

2 IN2

IN2

IN2

PA-2

PA-2 P

A-2

JV2

0

SCALE

50’ 100’

38(3)

38(3)

WB ROUTE 7

EB ROUTE 7

HID

DE

N

GAP

RO

AD

BEECH

NUT ROAD





d58599-38(04).dgn


2/2/2015

SHEET NO.PROJECT

REVISEDSTATE

VA.

ROUTE

STATE

PROJECTSHEET NO.

7

6007-053-133

P101, R201, C501

(NFO) 6007-053-133

PROJECT MANAGER

SURVEYED BY, DATE

DESIGN BY






592.4

595

595

600

600

605

605

610

610

615

615

620

620

620

620

622.7

624.3

625

625

625

625

625

625

630

630

630

630

630

630

630.1

630.6

632.6

634.5

634.5

635

635

635

635

635

635

635

635.1635.4

635.5

636.4

636.5

637.5

637.6

638.4

638.5

638.7

638.8

638.8

639.4

639.4639.5

639.5

639.5

639.6

640

640

640

640

640

640

640

640

640.5641.5

641.7

642.5

642.5

643.9

644.1

644.3

644.7

645

645

645

645

645

650

650

650

650

651.8

655

655

655

657.6

Beachnut R

oad

Route 7 WBL

Route 7 EBL

Deck

Route 7 WBL

Route 7 EBL

Beac

hnut R

oad

INV. = 6

04. 59In P

l. HW

TOP =

630. 14

In Pl. Grate

In Pl. 18

" CMP

In Pl. 18

" CMP

In Pl. 18

" CMP

INV. = 6

20. 39In P

l. HW

In Pl. H

W

In Pl. 18

" CMP

TOP =

632. 52

INV. = 6

15. 85

Inv. Out = 6

13. 61

Inv. In

= 613. 6

1

In Pl. 18

" CMP

In Pl. 3

0" CMP

INV. = 5

94. 03

In Pl. Grate

In Pl. 18

" CMP

Inv. Out = 6

25. 40

VEPCO EsmtDeed Book 1751 Page 2018

15’ VEPCO EsmtDeed Book 1862 Page 111

P LP L

P L

P L

P L


15’ VEPCO Esmt

SWM 16A

630

626

627.5

632

628630

630

624

623

626

626

622.5

630

630

631

631

632

634

636

628

628

624623

626

628

624

626

628

626

18"

18"

15"18"

24"

620

615

605

615

610

24"

176

177

178

179

180

181

182

183

184

185

186

187

188

189

190

176

177

178

179

180

181

182

183

184

185

186

187

PI 187+25.14

188

189

PI 189+00.14

184

184

POT 10+00.00

10

11 PC 11+31.73

12

13

PCC 13+08.97

14

15

16

17

PT 17+45.33

CF

C F

CF

CF

CF

CF

CF

JVTT

CV

CV

CVTT

AA

CC

CV

JV

TTTT

TT

11 IG

6 IG

QB

IN2

PO

PO

PO

23 IG

5 FM

5 FM

JV2

JV2

PA-2

PA-2

PA-2 JV

2JV

2IN

2 IN2 JV

2

IN2

IN2

PA-2

PA-2

JV2

JV2

IN2

JV2

IN2

IN2

PA-2

PA-2

PA-2

IN2IN

2IN

2IN

2PA-2

PA-2

PA-2

PA-2

IN2IN

2IN

2

JV2

JV2

JV2

JV2

JV2

JV2

JV2

JV2JV

2

PA-2

PA-2

PA-2

IN2IN

2JV

2JV

2IN

2IN

2IN

2

JV2

IN2

PA-2

6 INS

AA

PO12 IG

JV2

IN2 JV

2

JV2

16(3)

0

SCALE

50’ 100’

EB ROUTE 7

WB ROUTE 7

38(4)

38(4)

BEEC

HNUT R

OAD





d58599-38(05).dgn


2/2/2015

SHEET NO.PROJECT

REVISEDSTATE

VA.

ROUTE

STATE

PROJECTSHEET NO.

7

6007-053-133

P101, R201, C501

(NFO) 6007-053-133

PROJECT MANAGER

SURVEYED BY, DATE

DESIGN BY






580

585

585

590

590

595

595

600

600

605

605

605

610

610

610

610

615

615

615

615

619.5

620

620

620

620

620

620.9

621.9

622.1

622.5

623.3

623.6

623.8

624.2

624.4

624.4

624.4

624.6

624.6

625

625

625

625

625

625

625

625

625.4

625.5

626.5

626.6

626.9

627.2

627.4

627.4

627.5

627.6

629.4

629.4

630

630

630

630

630

632.6

633.5

633.6

634.6

635

635

635

635

635

635

635.5

636.1

637.2

637.2

637.3

639.8

639.8

640

640

645

650

650

655

655

656.7

660

661.9

665

667.5

Farm Market Road

Route 7 WBL

Route 7 EBL

White Gate Place

In Pl. 18" R

CPIn Pl.

END

SECTIO

N

(POO

R CO

NDITIO

N)

(DIT

CH C

OVER

ED WIT

H DI

RT)

INV. = 60

2. 2

5

In Pl. 15" C

MP

In Pl.

END

SECTIO

N

In Pl. 15" C

MP

INV. = 62

4. 10

INV. = 62

3. 69

In Pl. 15" C

MP

INV. = 63

0. 94

In Pl.

END

SECTIO

N

In Pl.

END

SECTIO

N

In Pl.

END

SECTIO

N

In Pl. 15" C

MP

INV. = 63

0. 91

In Pl. SS

MH

In Pl. 18" C

MP

Inv.

Out = 573. 2

8TOP = 598. 13

Inv.

Out = 594. 5

2

Inv. In = 594. 5

6

In Pl. 18" C

MP

Inv. In = 573. 3

2

In Pl. 30

" CMP

In Pl. 18" C

MP

In Pl. 30

" RCP

TOP

= 619. 3

7

In Pl.

Grate

In Pl.

END

SECTIO

N

INV. = 58

0. 69

10’ Stand

ard Utili

ty Esmt

Deed Boo

k 584 Pa

ge 521

15’ Verizon EsmtDeed Book 1845 Page 1667

15’ Verizon Esmt

Deed B

ook 1845 P

age 1667

PL

PL

PL

PL


10’ Standard Utility Esmt

36"

36"

192

PC 192+7

1.52

193

194

195 196

197

198

199

200

201

202

203

204

205

206

191

192

PC 192+3

0.67

193

194

195 196

198

199

200

201

202

203

204

205

206

197

197

POT 10+00.00

10

11

POT 11+30.00

15

PT 15+95.4319

7

CF

CF

F

CF

C

F CFC

JV2

JV2

JV2JV2

JV2

0

SCALE

50’ 100’

EB ROUTE 7

WB ROUTE 7

38(4)

38(5)

38(5)

WHIT

E

GAT

E P

LA

CE

FARM MARKET ROAD





d58599-38(06).dgn


2/2/2015

SHEET NO.PROJECT

REVISEDSTATE

VA.

ROUTE

STATE

PROJECTSHEET NO.

7

6007-053-133

P101, R201, C501

(NFO) 6007-053-133

PROJECT MANAGER

SURVEYED BY, DATE

DESIGN BY






530

535

535

535

540

540

540

540

545

545

545

545

550

550550

550

550

555

555

555

555

555

555

560

560

560

560

560

560

563.5

565

565

565

565

565

568.7

570

570

570

570

570

572.6

572.6

572.6

572.7

573.4

573.5

573.5

573.5

573.5

573.6

573.6

573.8

574.3

574.6

575

575

575

575

575

575.5

577.3

580

580

580

580

585

585

585

586.8

588.4 588.4

589.5

589.6

589.7

590

590

590.5

594.4

595

595

597.3

600

600

600

600.9

603.7

605

605

605

610

610

610

610.3614.8

615

615

615

620

62062

0

625

625

626.6

627.4

627.6

628.3

630

630

630

635

635

640

645

646.1

Pearce

Circle

Roxbury Hall Road

INV. = 549. 50

In Pl. H

WIn Pl. 18" C

MP

In Pl. 18" C

MP

(Pipe caved-in)

INV. = 559. 89

In Pl. H

W

In Pl. E

ND SE

CTIO

N

In Pl. 15" C

MP

INV. = 584. 20

INV. = 586. 92

In Pl. E

ND SE

CTIO

N

In Pl. 15" C

MP

In Pl. 2

4" C

MP

In Pl. H

WIn Pl. 2

4" C

MP

INV. = 540. 80

INV. = 554. 25

INV. = 545. 37

In Pl. H

WIn Pl. 2

4" C

MP

In Pl. 2

4’ C

MP

Inv. O

ut = 548. 82

Inv. In = 549. 04

In Pl. Grate

In Pl. H

WIn Pl. 18" C

MP

TOP = 572. 62

TOP = 563. 60

In Pl. Grate

INV. = 564. 65

In Pl. H

WIn Pl. 2

4" C

MP

In Pl. 2

4" C

MP

In Pl. 2

4’ C

MP

Inv. O

ut = 557. 92

Inv. In = 559. 50

15’ Utility Esmt


(Arc = 74.55’)

108.64’) 31.18

’)

(N29°2

2’0

8"E

PL

PL

PL

Z Z

Z

Z

Z

Z

Z

D. B. 9

93 P

age 119

7

D. B. 8

81 P

age 1015

30’ Ingress E

gress

Ease

ment

15"

15"

15"

15"

15"

15"

60"

60"

24"24"

550

545

541

24" 15

"

15"24"

222

223

224

225

226

227

228

229

230

231

232

233

234

235

221

222

223

224

225

226

227

228

229

230

231

232

233

234

23

PT 23+02.12

PC 23+49.39

24

25

PT 25+36.08

26

27

28

PC 28+83.03

29

30

PT 30+46.88

31

32

33

34

35

PC 35+67.07

36

CFCF

C F

CF

C F

C

F

CF

C F

CF

CF

CF

CF JV2

NS

HC

JV2JV2

JV2

JV2

JV2

JV2

JV2

JV2

JV2

JV2JV2

JV2

JV2JV2

JV2

JV2

JV2

JV2

PA-2

IN2IN2

JV2

IN2

PA-2

PA-2

PA-2

PA-2

JV2

PA-2

JV2IN2

JV2JV2JV2JV2 JV2JV2

PA-2PA-2

PA-2JV2

PA-2

IN2

JV2

JV2

IN2

JV2JV2

JV2

IN2

PA-2

PA-2

JV2JV2

IN2IN2

0

SCALE

50’ 100’

WB ROUTE 7

EB ROUTE 7

FORT JOHNSTON RD.

38(6)

38(6)

MA

TC

HLIN

E - S

EE

SH

EE

T 38(7)

MA

TC

HLIN

E - S

EE

SH

EE

T 38(7)

ROXBURY HALL ROAD





d58599-38(07).dgn


2/2/2015

SHEET NO.PROJECT

REVISEDSTATE

VA.

ROUTE

STATE

PROJECTSHEET NO.

7

6007-053-133

P101, R201, C501

(NFO) 6007-053-133

PROJECT MANAGER

SURVEYED BY, DATE

DESIGN BY






435

440

445

445445

450

450

455

455

455

458.2

460

460

460

460

460

460

465

465

465

465

465

465

465

468.9

470

470

470

470

470

470

470

475

475

475

475

475

475

475

480

480

480

480

480

480

482.5

484.2

485

485

485

485

485

485

485

486.4

490

490

490

490

490

490

490

491.4

495

495

495

495

495

W.E.

495.1

495.8

496.4

496.7

497.1

497.1

497.2

500

500

500

500

500

500

500

505

505

505

505

505

505

505

505.7

506.4

506.5

510

510

510

510

510

510

511.4

511.6

512.3

513.0

513.2

515

515

515

515

515

515

519.4

520

520

520

520

520

520

520.6

521.5

525

525

525

525

530

530

530

535

535

535

540

540

540

541.1

543.4

545

545

546.7

550

550

555

560

565

570

575

580

585

590

595

Route 7 WBL

Route 7 EBL

Roxbury Hall Road

Leeland Orchard Roa

d

Dense Trees

Dense Trees

Dense Trees

Dense Trees

Dense Trees

Dense Trees

Dense Trees

In Pl. C

ON

C. DIT

CH

(Poor Condition)

TOP = 508. 65

In Pl. H

W

INV = 467. 81

In Pl. C

ON

C.

DIT

CH

INV. = 487. 82

In Pl. 3

0" C

MP

INV. = 499. 67

In Pl. H

W

Inv. In = 499. 27

In Pl. Grate

In Pl. 2

4’ C

MP

Inv. O

ut = 498. 97

Inv. In = 468. 06

In Pl. H

WIn Pl. 2

4" C

MP

TOP = 486. 45

INV. = 474. 66

In Pl. 2

4" C

MP

Inv. In = 443. 04

(Poor Condition)

In Pl. 2

4" C

MP

In Pl. H

WIn Pl. 2

4" C

MP

Inv. In = 470. 27

In Pl. Grate

In Pl. 2

4’ C

MP

Inv. O

ut = 470. 23

In Pl. 15" C

MP

In Pl. E

ND SE

CTIO

N

In Pl. E

ND SE

CTIO

N

In Pl. 15" C

MP IN

V. = 520. 01

INV. = 527. 74

INV. = 495. 90

In Pl. H

WIn Pl. 3

6" C

MP

In Pl. 3

0" C

MP

In Pl. 2

4" C

MP

INV. = 496. 09

In Pl. H

W

INV. = 518. 50

In Pl. E

ND SE

CTIO

N

In Pl. 15" C

MP

In Pl. 15" C

MP

(Covered

With Dirt)

INV. = 519. 53

In Pl. E

ND SE

CTIO

N

INV. = 456. 04

In Pl. E

ND SE

CTIO

N

In Pl. 2

4" C

MP

Inv. In = 449. 01

In Pl. 2

4" C

MP

In Pl. H

W

Inv. O

ut = 448. 89

TOP = 458. 19

In Pl. Grate

In Pl. 2

4’ C

MP

INV. = 481.10

INV. = 472.5

3

INV. = 481.31

INV. = 471.05

(Rad = 379.69’)

(Arc = 74.55’)

(Arc = 158.98’)

(Rad = 983.46’

)

(Arc = 20

6.62’)

(Rad = 23

9.81’)

Existing R

W

(N25°06’35"W 200.09’)(N26°33’42"W 276.65’)

(A=164.43’

R=1035.25’)

31.18

’)

(N29°2

2’0

8"E

Existing RW (Per VDOT Plan 6007-053-111,C502)

PL

PL PL

PL

PL

PL

(S89°15’4

2"W 13

5.99’)

520518

516514

506504

504

506

515

525

503.5

500505

510

516

520

525

513

520

515

525

520

530535

515

512

510

508

512

510508

514

512

510

520

525

530

535

509

530

512

508

507

510

512

514

535

540

545

535

18"

15"

15"

15" 15

"

15"

520

36"

36"

36"

15"

15"

30"

30"

15"

15"

15"

36"

36" RCP

15"

15"

15"24"

24"

236

237

238

239

240

241

242

243

244

245

246

247

248

249

250

235

236

237

238

239

240

241

242

243

244

245

246

247

248

249

240

240

37

PT 37+55.11

38

PC 38+30.02

39

40

PT 40+05.13

41

42

43

PC 43+77.41

44

1718192021

22

23

24

25

26

27

POT 27+65.00

CF

CF

CF

C F

CF

C F CF

C F

F

CF

C

FC

FC

PT 44+86.83

45

POT 45+87.02

PA-2

PA-2

PA-2

PA-2

PA-2

PA-2

PA-2

IN2IN2 IN2

IN2

PA-2

PA-2

IN2 IN2

IN2IN2IN2

CV

CC

CC

JV2

CCCC

CC

CC

CC

CC

ARQBQBQBQB

QB

QB

NSNS

POPO

JV

JV

JV

JV

JVJV

JV

JV

JV

16 IV

15 IV

15 IV

CVCV

CCHC

HC

HC

CV

CVC

V

CV

CV

CV

PV

TTTT

TT

TTTT JV JV

JV JV

TT

TT

TT

JV

PO PO PO

PO

PA-2

PA-2

PA-2

PA-2

IN2IN2IN2

IN2JV2JV2

JV2

JV2

JV2

JV2

IN2IN2IN2 PA-2 PA-2 PA-2

JV2

JV2JV2JV2JV2JV2JV2

IN2

JV2JV2JV2JV2JV2JV2

PA-2

PA-2

PA-2

PA-2

JV2 JV2JV2JV2

CC

PA-2 PA-2 PA-2

CC JV

JV JV

PV

JV2JV2

JV2JV2

PA-2

PA-2

PA-2

PA-2 IN2IN2IN2IN2

IN2

0

SCALE

50’ 100’

WB ROUTE 7

EB ROUTE 7

FORT JOHNSTON RD.

38(7)

38(7)

MA

TC

HLIN

E -

SE

E

SH

EE

T 38(6)

MA

TC

HLIN

E -

SE

E

SH

EE

T 38(6)

ROXBURY HALL ROAD





d58599-38(08).dgn


2/2/2015

SHEET NO.PROJECT

REVISEDSTATE

VA.

ROUTE

STATE

PROJECTSHEET NO.

7

6007-053-133

P101, R201, C501

(NFO) 6007-053-133

PROJECT MANAGER

SURVEYED BY, DATE

DESIGN BY






395

395

390

390

390

385

390

400

410

405

400

415

410

405

395

400

390

395

390

395

390

390

400

395

405

400

395

386.8

387.5

392.8

392.8

393.5

393.7

393.8

393.8

394.1

394.2

394.2

394.3

394.7

394.8

395.0

395

395

395

395.3

396.2

396.3

396.5

396.5

396.9

397.4

397.4

397.5

397.7

397.7

397.8

398.2

398.5

398.5

398.5

398.6

398.8

398.8

398.9

399.1

399.4

399.5

399.6

400

400

400

400

400

400

400

400

400

400

400

400

400.3

400.4

400.4

400.6

401.2

401.5

403.2

405

405

405

405

405

405

405

405

405

405

408.4

409.4

410

410

410

410

410

410

410

410

411.5

412.2

415

415

415

415

415

415

415

417.5

418.1

418.2

418.5

418.6

418.7

419.5

419.6

420

420

420

420

420

420

420

420.5

420.6

420.7

423.2

424.7

425

425

425

425

425

425

425

425.3

425.6

426.3

427.5

427.7

427.9

427.9

428.2

429.3

430

430

430

430.5

430.7

431.0

431.1

435

435

440

440

445

445

450

450

455

455

455

459.7

460

465

Phillips C

ourt

W. M

arket S

Treet

394.0

9

394.14

394.7

7

395.0

6

394.2

3

393.0

9

392.2

9

391.9

9

391.8

7

391.2

1

390.5

2

390.3

6

389.8

4

389.4

8

TO

P

BA

NK

389.7

5

390.12

390.4

5

390.8

0

390.13

390.2

7

390.7

6

391.3

7

391.9

9

393.12

393.2

7

393.9

4

393.6

8

386.9

4

386.8

7

388.0

1

387.6

9

387.5

2

388.17

388.16

388.2

4

388.3

1

388.6

2

388.3

0

388.6

7

389.2

7

389.5

0

388.9

6

389.1

5

389.0

3

388.7

3

389.6

1

390.14

389.8

7

390.7

4

390.2

0

389.8

2

390.2

3

BANK

TOP

BANK

BOTTOM

BANK

BOTTOM

BANK

TOP

Dense Trees

Dense Trees

In Pl. 4

2" R

CP

TOP = 401. 10

In Pl. Grate

Inv. In = 397. 19

In Pl. Grate

In Pl. 3

6" R

CP

Inv. O

ut = 397. 09

TOP = 427. 71

In Pl. I

NLE

TB

OX F

ULL OF

DE

BRIS

In Pl. 4

2" R

CP

In Pl. 4

2" R

CP

Inv. O

ut = 395. 40

Inv. In = 395. 60

TOP = 401. 3

9

In Pl. 2

4" C

MP

In Pl. H

WIn Pl. 2

4" C

MP

In Pl. E

ND SE

CTIO

N

INV. = 397. 36

In Pl. H

WIn Pl. 3

6" R

CP

Inv. In = 417. 57

In Pl. 18" R

CP

Inv. In = 393. 44

INV. = 411. 60

In Pl. E

ND SE

CTIO

N

Inv. O

ut = 392. 32

Inv. In = 398. 12

In Pl. S

SM

H

In Pl. 15" R

CP

Inv. O

ut = 407. 42

TOP = 415. 15

In Pl. Grate

Inv. I

N = 393. 22

TOP = 410. 32

TOP = 410. 32

In Pl. 3

6" C

MP

Inv. In = 384. 67

TOP = 413. 75

In Pl. H

W

In Pl. H

WIn Pl. 6

6" C

MP

Inv. In = 388. 02

In Pl. 5

4" R

CP

Inv. O

ut = 400. 90

In Pl. 5

4" R

CP

Inv. In = 404. 25

In Pl. S

SM

HIn Pl. 18" C

MP

Inv. O

ut = 389. 05

Inv. In = 389. 10

In Pl. 3

6" R

CP

In Pl. 3

6" R

CP

Inv. O

ut = 388. 06

Inv. In = 388. 11

In Pl. 3

6" R

CP

In Pl. S

SM

HIn Pl. 3

6" R

CP

TOP = 383. 47

In Pl. H

WIn Pl. 3

6" R

CP

Inv. In = 376. 38

In Pl. 3

6" R

CP

In Pl. Grate

TOP = 392. 76

In Pl. Grate

TOP = 394. 72

TOP = 392. 76

In Pl. Grate

Inv.

OUT = 390. 36

In Pl. 3

6" R

CP

Inv. In = 387. 10

In Pl. 3

6" R

CP

Inv. O

ut = 387. 05

TOP = 395. 10

In Pl. Grate

In Pl. 3

6" R

CP

In Pl. 3

6" R

CP

Inv. O

ut = 381. 2

2

Inv. In = 381. 2

7

In Pl. S

SM

H

Inv. In = 377. 55

TOP = 385. 92

In Pl. 3

6" R

CP

Inv. O

ut = 421. 2

2

In Pl. 18" R

CP

In Pl. 15" R

CP

TOP = 423. 91

In Pl. S

SM

HIn

v. In = 416. 77

TOP = 420. 77

In Pl. Grate

In Pl. S

SM

HN

OT IN

USE

TOP = 417. 53

In Pl. Grate

In Pl. 18" R

CP

Inv. O

ut = 410. 95

Inv. In = 412. 26

Inv. O

ut = 412. 09

Inv. I

N = 415. 91

Inv. In = 416. 31

In Pl. 18" R

CP

Inv. In =

(d)

(b)

(c)

(a)

In Pl. 15" R

CP (a)

In Pl. 5

4" R

CP (d)

In Pl. 5

4" R

CP (c)

In Pl. 18" R

CP (b)

In Pl. 15" R

CP (a)

In Pl. 4

2" R

CP (b)

In Pl. 5

4" R

CP (c)

In Pl. 7

2" R

CP (d)

Inv. I

N = 394. 02

Inv. I

N = 400. 95

PL

PL

PL

PL

PL

PLPL

PL

PL

15"

15"

15"

15"

15"

36"

36"

15"

66"

66"

66"

66"

389

385

393

256

257

PC 257+57.15

258

259

260

261

262

263

264

265

PCC 265+02.60

266

267

268

269

270

PC 70+00.00

71

PCC 71+20.43

72

PT 72+28.42

73

PC 73+26.21

74

75

76

77

78

79

PCC 79

+70.40

80

81

82

PT 82+46.57

83

255

256 257

258

259

260

261

PCC 261+65.25

262

263

264

265

266

267

268

POT 10+00.00

10

11

PC 11+75.07

12

13

PT 13+93.22

PC 14+83.29

15

16

PT 16+38.0117

PC 17+41.01

18

PT 18+85.19

19

POT 19+52.23

POT 10+00.00

11

12

15

14

C F

CF

CCCC

JV

KP

KP

KP

NS

NS

AA

AA

AA

AA CCCC

CC

AR

QB

QP

LS

AA AAAA

AA

CV

CV

CC

CC

CC

JV

JV

TT

TT

AR

CL

CL

LS

LS

JV

JVJV

JV

JV

CC

3

JV

3

TT4

16(5)

0

SCALE

50’ 100’

WB ROUTE 7

EB ROUTE 7

RAMP E

W.

MA

RKE

T S

T.

38(8)

38(8)

6007-053-133 c501_38(01)6007-053-133 c501_38(02)6007-053-133 c501_38(03)6007-053-133 c501_38(04)6007-053-133 c501_38(05)6007-053-133 c501_38(06)6007-053-133 c501_38(07)6007-053-133 c501_38(08)

Documents

2/2/2015 PROJECT MANAGER Mr. Sanjeev Suri, PE, PMP, …Feb 02, 2015 · 7 6007-053-133 P101, R201, C501 (NFO) 6007-053-133 PROJECT MANAGER SURVEYED BY, DATE DESIGN BY SUBSURFACE UTILITY