Plans - VA ERFO FS 2018-1(2) 2(1) - Volume 1.pdf

PLANS FOR PROPOSED

PLANS PREPARED BY

BOTETOURT, CRAIG AND PULASKI COUNTIES, VIRGINIA

EASTERN FEDERAL LANDS HIGHWAY DIVISION

ASHBURN, VIRGINIA

DESCRIPTION OF PROJECT

Pond Lick Road:

Schedule A

PROJECT LENGTH:

ADT (2022)

ADT (2032)

DHV

%Truck

D

V (MPH)

50/50

1%

SPECIFICATIONS:

DESIGN DESIGNATION:

e(max) N/A

C/A None

< 40

AND TUB RUN ROAD REPAIRS

LIGNITE MINES ROAD, POND LICK ROAD,

PROJECT VA ERFO FS 2018-1(2), 2(1)

VA ERFO FS 2018-1(2), 2(1)

PROJECT

roadside cleanup and other miscellaneous work.

replacement of culverts, ditch reconditioning, riprap, Aggregate surface course, roadway reconditioning, U.S. Department of Transportation

Administration

Federal Highway

LANE MILES:

DISASTER NO. VA2018-1-FS & VA2018-2-FS

and Bridges on Federal Highway Projects", FP-14.

"Standard Specifications for Construction of Roads

U.S. DEPARTMENT OF AGRICULTURE

U.S. FOREST SERVICE

GEORGE WASHINGTON AND

JEFFERSON NATIONAL FORESTS

ROAD: WIDTH

9'-18'

11'-15'

SURFACE

6" ASC

6" ASC

ROAD: WIDTH

10'-13'

SURFACE

6" ASCTub Run Road (FS-257)

Lignite Mines Road (FS-180)

Pond Lick Road (FS-202)

APRIL 2023

Project Manager

Y. KIRTLEY

Lead Designer

J. JOHNSON

Highway Design Manager

B. DUONG

0 4040

SCALE IN MILES

RICHMOND

ARLINGTON

CHARLOTTESVILLE

FRONT

ROYAL

KEY MAP

STATE OF VIRGINIA

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

N

N/A

None

< 40

50/50

1%

N/A

None

50/50

1%

FS-202 FS-180 FS-257

Title Sheet

Symbols And Abbreviations

Location Map And Traffic Control Plan

Typical Sections

Tabulation of Quantities

Plans and Profiles

(Not Used)

DESCRIPTION

INDEX TO SHEETS

SHEET

NO

A01

D01-D53

M05-M11

M01-M04

K01-K24 Drainage Cross Sections

A02-A03

A04-A06

C01-C03

B01-B06

C04-C11 Summaries And Schedules

A07-A15 Survey Information

A16-A22 Horizontal Alignment Information

Standards And DetailsS01-S22

(FS-202)

Pond Lick Road

(FS-180)

Lignite Mines Road

(FS-257)

Tub Run Road

2.80 miles 8.14 miles 14.20 miles

2.80 8.14 14.20

Lignite Mines Road:

Schedule B miscellaneous work.

reconditioning, riprap, roadside cleanup and other replacement of culverts and headwalls, ditch

Aggregate surface course, roadway reconditioning, miscellaneous work.

reconditioning, riprap, roadside cleanup and other replacement of culverts and headwalls, ditch

Aggregate surface course, roadway reconditioning, Erosion and Sediment Control Narrative

Erosion and Sediment Control PlanM12-M40

PROJECT LENGTH:

ADT (2022)

ADT (2032)

DHV

%Truck

D

V (MPH)

50/50

1%

DESIGN DESIGNATION:

e(max) N/A

C/A None

< 40

LANE MILES:

ROAD: WIDTH

9'-18'

11'-15'

SURFACE

6" ASC

6" ASC

ROAD: WIDTH

10'-13'

SURFACE

6" ASCTub Run Road (FS-257)

Lignite Mines Road (FS-180)

Pond Lick Road (FS-202)

N/A

None

< 40

50/50

1%

N/A

None

50/50

1%

FS-202 FS-180 FS-257

(FS-202)

Pond Lick Road

(FS-180)

Lignite Mines Road

(FS-257)

Tub Run Road

2.80 miles 8.14 miles 14.20 miles

2.80 8.14 14.20

Tub Run Road:

Schedule C

VOLUME 1

POND LICK ROAD (FS 202)

VA ERFO FS 2018-1(2), 2(1)

SCALE IN MILES

0 20 40

N

TUB RUN ROAD (FS 257)

VA ERFO FS 2018-1(2), 2(1)

LIGNITE MINES ROAD (FS 180)

VA ERFO FS 2018-1(2), 2(1)

T01-T106 (See Volume 2)

:2

A

M p r il

U

S S u r2

D fh fl fi le s e rv e .f lh d

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F S

\V A

\2

-1 (2

(1

H W

Y

D E

S \C

A D

D \A

-V A

E R

F O

F S

-1 (2

(1 tt l.

d g n

STATE PROJECT

NUMBER

SHEET

VA VA ERFO FS 2018-1(2), 2(1) A01

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve original ground outside diameter out to out ordinary high water mark on center nominal maximum size aggregate normal crown north mon.

min.

max.

MP

ML

monument minimum maximum mile post main line spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south spa.

shldr.

sec.

SC

SADT

S

NMSA

NC

N

OG

OD

o. to o.

ohwm

o. c.

pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

rte.

rt. or RT reqd.

reinf.

RECP

rdwy.

R/W

R.

R route right required reinforcement rolled erosion control product roadway right-of-way range radius symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot sym.

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SS

SRS

sqyd sqft typ.

Ts

TS

thd.

TBM

T.

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph

V vertical point of intersection vehicles per hour design speed

W west

1 6

1 6

SEC.

SEC.

0.00EL. E

N 0

RBAR

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

SYMBOLS AND ABBREVIATIONS

NO. DATE BY REVISIONS

DSY

drwg(s).

dist.

diaph.

diag.

dia.

DHV

D ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CO

CMP

CL

cc or c. to c.

brg.

br.

BP

BM

BK

appr.

AH

ADT

ACP

abut.

double solid yellow drawing(s) distance diaphragm diagonal diameter design hourly volume diameter centers curve to spiral continuous construction joint connection concrete column contracting officer corrugated metal pipe centerline center to center bearing bridge balance point benck mark back approach ahead average daily traffic asphalt concrete pavement abutment expansion joint excavation edge of water equivalent single axle load edge of road equation edge of travel way edge of shoulder edge of pavement embankment elevation elevation with number superelevation rate east flg.

fin.

flange finish exp. jt.

exc.

EW

ESAL

ER

EQ or eq.

EOT

EOS

EOP

emb.

elev.

elev.

e

E θs Ø ∆c spiral central angle diameter curve central angle total central angle ftg.

galv.

ga.

HW

hex.

hdwl.

ID

jt.

footing galvanized gage (gauge) high water hexagon headwall inside diameter joint lat.

lam.

L latitude lamination length of curve

LW

lt. or LT Ls

LPSM

long.

LOD

low water left length of spiral lump sum longitudinal Limits of Disturbance

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Section Line4

Section Corner (Found, Projected)4

Section Line16

Section Corner (Found, Projected)16

Property Line w/Found Property Corner

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Railroad

Trail

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservoir; Marshland

Spring or Seep

Treeline; Individual Trees, Pine

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Control Point (Terrestrial and GPS); Jump Hub

Sheet 1 of 2

:5 u g u s t

S

H E

E T

M P

R O

J E

C T

S

F S

\V A

\2 -1

(2

(1

H

W Y

D

E S

\C A

D D

\A -A

-V

A E

R F

O F

S

-1

(2

(1 s y m

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) A02

N

AREA PATTERN

Aggregate Surface Course

Cellular Confinement System

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

SYMBOLS AND ABBREVIATIONS

Fiber Roll or Wattle

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Concrete Barrier

Slope Stake Limits

Delineators

Signs (single, double post; portable)

Transition

Toe of Fill

Top of Cut

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Pipe Culvert with Drop Inlet

Box Culvert

Underground Utilities

Overhead/Above Ground Utilities

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

EXISTING PROPOSED

DI

Pavement Removal / Roadway Obliteration

Full Depth Pavement

Sidewalk Asphalt/Concrete

Mill and Overlay

Overlay

Silt Fence

Diversion Berm

Drainage Divide

Check Dam

Limits of Disturbance

Diversion Channel

Riprap

Gravel Diaphragm

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

Diameter at Breast HeightDBH

Control PointCP

Not to ScaleNTS

Forest ServiceFS

Aggregate Surface CourseASC

Reinforced Concrete BoxRCB

Aquatic Organism PassageAOP

ApproximatelyApprox.

Trans.Transition

POEPoint of Ending

POBPoint of Beginning

CMBCorrugated Metal Box

Ri.Rise of Culvert

S.Span of Culvert

L.Length of Culvert

Filter Bag

Sheet 2 of 2

:5 u g u s t

S

H E

E T

P R

O J E

C T

S

F S

\V A

\2

-1 (2

(1

H W

Y

D E

S \C

A D

D \A

-A

-V

A E

R F

O F

S

-1

(2

(1 s y m .d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) A03

MP 0.0

Begin Project

MP 0.01

MP 0.06

staging area

Potential

MP 0.1

MP 0.13

MP 0.31

MP 0.43

MP 0.76

MP 0.82

MP 0.96

MP 1.13

MP 1.79

MP 1.96

MP 2.20

POND LICK ROAD (FS 202)

N

ROAD

CLOSED

barricade, Type 3

Mount sign on

R11-2

ROAD

CLOSED

barricade, Type 3

Mount sign on

R11-2

MP 2.7

End Project

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

CONTROL PLAN

LOCATION MAP AND TRAFFIC

POND LICK ROAD

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FOREST

NO SCALE

:0

P

M a r c h

P o n d L ic k

M a p

P R

O J E

C T

S

F S

\V A

\2

-1 (2

(1

H W

Y

D E

S \C

A D

D \A

-A

-V

A E

R F

O F

S

-1

(2

(1

L o c .d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) A04

LIGNITE MINES ROAD (FS 180)

MP 0.6

MP 1.8

MP 2.0-2.3

MP 4.8

MP 4.4

MP 4.9

MP 0.0

Begin Project

MP 5.8

MP 6.7

MP 3.7

N

ROAD

CLOSED

R11-2 barricade, Type 3

Mount sign on

ROAD

CLOSED

barricade, Type 3

Mount sign on

R11-2

MP 8.1

End Project

ROAD

CLOSED

barricade, Type 3

Mount sign on

R11-2

U.S. DEPARTMENT OF TRANSPORTATION

CONTROL PLAN

LOCATION MAP AND TRAFFIC

LIGNITE MINES ROAD

SCHEDULE B

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

NO SCALE

:0

M a r c h

L ig n it e M

P R

O J E

C T

S

F S

\V A

\2

-1 (2

(1

H W

Y

D E

S \C

A D

D \A

-A

-V

A E

R F

O F

S

-1

(2

(1

L o c .d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) A05

TUB RUN ROAD (FS 257)

MP 0.0

Begin Project

MP 2.25

MP 3.2

MP 4.8

MP 5.1

MP 5.3

MP 6.8

MP 9.9

N

MP 2.5

ROAD

CLOSED

barricade, Type 3

Mount sign on

R11-2

ROAD

CLOSED

barricade, Type 3

Mount sign on

R11-2

MP 14.2

End Project

U.S. DEPARTMENT OF TRANSPORTATION

CONTROL PLAN

LOCATION MAP AND TRAFFIC

TUB RUN ROAD

SCHEDULE C

GEORGE WASHINGTON AND JEFFERSON NATIONAL FOREST

NO SCALE

ROAD

CLOSED

barricade, Type 3

Mount sign on

R11-2

:0

M a r c h

T u b

R u n M

P R

O J E

C T

S

F S

\V A

\2

-1 (2

(1

H W

Y

D E

S \C

A D

D \A

-A

-V

A E

R F

O F

S

-1

(2

(1

L o c .d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) A06

U.S. DEPARTMENT OF TRANSPORTATION

ALIGNMENT DATA

POND LICK ROAD

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

:1

A u g u s t

A

P R

O J E

C T

S

F S

\V A

\2 -1

(2

(1

H

W Y

D

E S

\C A

D D

\A -A

V

A E

R F

O

-1

(2

(1

A li g n D a ta

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) A16

U.S. DEPARTMENT OF TRANSPORTATION

ALIGNMENT DATA

POND LICK ROAD

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

:1

A u g u s t

A

P R

O J E

C T

S

F S

\V A

\2 -1

(2

(1

H

W Y

D

E S

\C A

D D

\A -A

V

A E

R F

O

-1

(2

(1

A li g n D a ta

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) A17

U.S. DEPARTMENT OF TRANSPORTATION

ALIGNMENT DATA

POND LICK ROAD

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

:1 u g u s t

A

P R

O J E

C T

S

F S

\V A

\2 -1

(2

(1

H

W Y

D

E S

\C A

D D

\A -A

V

A E

R F

O

-1

(2

(1

A li g n D a ta

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) A18

U.S. DEPARTMENT OF TRANSPORTATION

ALIGNMENT DATA

LIGNITE MINES ROAD

SCHEDULE B

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

:5 u g u s t

A

P R

O J E

C T

S

F S

\V A

\2 -1

(2

(1

H

W Y

D

E S

\C A

D D

\A -A

V

A E

R F

O

-1

(2

(1

A li g n D a ta

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) A19

U.S. DEPARTMENT OF TRANSPORTATION

ALIGNMENT DATA

LIGNITE MINES ROAD

SCHEDULE B

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

:3 p r il

A

P R

O J E

C T

S

F S

\V A

\2 -1

(2

(1

H

W Y

D

E S

\C A

D D

\A -A

V

A E

R F

O

-1

(2

(1

A li g n D a ta

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) A20

U.S. DEPARTMENT OF TRANSPORTATION

ALIGNMENT DATA

TUB RUN ROAD

SCHEDULE C

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

:3 p r il

A

P R

O J E

C T

S

F S

\V A

\2 -1

(2

(1

H

W Y

D

E S

\C A

D D

\A -A

V

A E

R F

O

-1

(2

(1

A li g n D a ta

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) A21

U.S. DEPARTMENT OF TRANSPORTATION

ALIGNMENT DATA

TUB RUN ROAD

SCHEDULE C

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

:3 p r il

A

P R

O J E

C T

S

F S

\V A

\2 -1

(2

(1

H

W Y

D

E S

\C A

D D

\A -A

V

A E

R F

O

-1

(2

(1

A li g n D a ta

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) A22

Existing ground

See Detail A and Notes 3 and 4

Recondition Ditch

CL

4% 4% to 2.8 according to Section 303.

6. Perform roadway reconditioning from Milepost 0.0

2.8 according to Subsection 202.07A.

5. Perform roadside cleanup from Milepost 0.0 to approved by the CO.

4. Adjust ditch backslope to fit the field condition as

3. Recondition ditch at locations designated by the CO.

the field condition as directed by the CO.

2. Use crown or constant slope typical section to fit all disturbed areas, excluding rock and travel way.

and place rolled erosion control product Type 2.B on

1. Place 4 inches of topsoil, apply turf establishment, NOTES:

Embankment construction (typ.)

NO SCALE

Travel way grubbing clearing and grubbing clearing and flat ter

1V:2 H o r

6-inch depth

Aggregate surface course, 6-inch depth

Aggregate surface course, Existing ground grubbing clearing and

Limits of grubbing clearing and

Limits of

Travel way

NORMAL CROWN

Roadway excavation

Milepost Begin Station End Station Travel Way

Table 1: Travel Way

0.01

0.06

0.13

0.31

0.43

0.76

0.82

0.96

1.13

1.79

2.2

100+25

103+00

105+85

115+70

122+30

139+70

142+50

150+40

159+16

194+15

215+75

101+70

103+70

107+15

116+90

123+15

140+50

144+10

150+90

160+06

194+80

216+35

11' to 18'

9' to 11'

10'

10' to 11'

10'

11'

10'

10' to 12'

10' to 23'

12'

10' to 12' flatte r

1V:2H or flatter

1V:2H or ee

CL

CONSTANT SLOPE

Embankment construction (typ.)

v a ri e s

V :1

H &flatter

1V:2H or

DRAINAGE DITCH

DETAIL A

Excavation

1.13 10'163+40161+40

U.S. DEPARTMENT OF TRANSPORTATION

TYPICAL SECTIONS

POND LICK ROAD

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

Varies - See Table 1

Lateral limits of construction

Limits of Limits of

Varies - See Table 1

Lateral limits of construction

3'

:5

M a r c h

B

S h e e t]

P R

O J E

C T

S

F S

\V A

\2 -1

(2

(1

H

W Y

D

E S

\C A

D D

\B -B

V

A E

R F

O F

S

-1

(2

(1 ty p .d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) B01

all disturbed areas, excluding rock and travel way.

and place rolled erosion control product Type 2.B on

2. Place 4 inches of topsoil, apply turf establishment,

1. Limits of work to be determined by the CO.

NOTES:

6-inch depth

Aggregate surface course,CL

4%4% flatter

1V:6H or

4%

Travel way grubbing clearing and

Limits of

MILEPOST 1.3

Existing gulley

Existing berm

Existing groundEmbankment construction grubbing clearing and

NO SCALE

Roadway excavation

U.S. DEPARTMENT OF TRANSPORTATION

TYPICAL SECTIONS

POND LICK ROAD

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

10' Limits of

Lateral limits of construction

:5

M a r c h

B

S h e

P R

O J E

C T

S

F S

\V A

\2 -1

(2

(1

H

W Y

D

E S

\C A

D D

\B -B

V

A E

R F

O F

S

-1

(2

(1 ty p .d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) B02

Milepost Begin Station End Station Travel Way

Table 2: Travel Way

0.6

1.8

2.0

2.2

3.7

4.4

4.8 - 4.9

5.8

6.7

301+00

310+60

320+70

330+95

341+20

351+00

360+20

370+65

380+15

302+20

312+00

321+70

331+55

342+60

352+90

364+50

371+40

381+95

12' to 15'

11'

11'

11'

11'

11'

11'

11'

11' to 15'

CL

grubbing clearing and grubbing clearing andTravel way

NORMAL CROWN

Existing ground

4%4%

6-inch depth

Aggregate surface course, fla tte r

1V:

2H or

Embankment construction (typ.)

Roadway excavation

CL

6-inch depth

Aggregate surface course, e e flat ter1V:2

H o r flatter

1V:2H or

CONSTANT SLOPE

Travel way grubbing clearing and

Limits of grubbing clearing and

Existing ground

Embankment construction (typ.)

DRAINAGE DITCH

DETAIL A

to 8.1 according to Section 303.

6. Perform roadway reconditioning from Milepost 0.0

8.1 according to Subsection 202.07A.

5. Perform roadside cleanup from Milepost 0.0 to approved by the CO.

4. Adjust ditch backslope to fit the field conition as

3. Recondition ditch at locations designated by the CO.

the field condition as directed by the CO.

2. Use crown or constant slope typical section to fit all disturbed areas, excluding rock and travel way.

and place rolled erosion control product Type 2.B on

1. Place 4 inches of topsoil, apply turf establishment, NOTES:

See Detail A and Notes 3 and 4

Recondition Ditch v a ri e s

V :1

H &flatter

1V:2H or

U.S. DEPARTMENT OF TRANSPORTATION

TYPICAL SECTIONS

LIGNITE MINES ROAD

SCHEDULE B

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

Varies - See Table 2Limits of

Lateral limits of construction

Limits of

Varies - See Table 2 Limits of

Lateral limits of construction

3'

:5

M a r c h

B

S h e

P R

O J E

C T

S

F S

\V A

\2 -1

(2

(1

H

W Y

D

E S

\C A

D D

\B -B

V

A E

R F

O F

S

-1

(2

(1 ty p .d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) B03

Milepost Begin Station End Station Travel Way

Table 3: Travel Way

2.25

3.2

4.8

5.1

6.8

400+30

420+00

430+60

440+45

460+60

401+60

421+70

431+25

441+75

461+40

13'

10'

11' to 12'

11'

11'

NORMAL CROWN

Travel way

CL

4%4%

6-inch depth

Aggregate surface course, grubbing clearing and grubbing clearing and

Embankment construction (typ.)

fla tte r

1V:

2H or

Existing ground

CL

flatter

1V:2H orfla tte r1V:

2H or e e

6-inch depth

Aggregate surface course, Roadway excavation

CONSTANT SLOPE

grubbing clearing and

Limits of grubbing clearing and

Limits of

Existing ground to 14.2 according to Section 303.

6. Perform roadway reconditioning from Milepost 0.0

14.2 according to Subsection 202.07A.

5. Perform roadside cleanup from Milepost 0.0 to approved by the CO.

4. Adjust ditch backslope to fit the field condition as

3. Recondition ditch at locations designated by the CO.

the field condition as directed by the CO.

2. Use crown or constant slope typical section to fit all disturbed areas, excluding rock and travel way.

and place rolled erosion control product Type 2.B on

1. Place 4 inches of topsoil, apply turf establishment, NOTES:

DRAINAGE DITCH

DETAIL A

Travel way

See Detail A and Notes 3 and 4

Recondition Ditch v a ri e s

V :1

H &flatter

1V:2H or

U.S. DEPARTMENT OF TRANSPORTATION

TYPICAL SECTIONS

TUB RUN ROAD

SCHEDULE C

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

Varies - See Table 3Limits of Limits of

Lateral limits of construction

Varies - See Table 3

Lateral limits of construction

3'

:5

M a r c h

B

S h e

P R

O J E

C T

S

F S

\V A

\2 -1

(2

(1

H

W Y

D

E S

\C A

D D

\B -B

V

A E

R F

O F

S

-1

(2

(1 ty p .d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) B04

From Sta. 331+15 to Sta. 331+35.

Lignite Mines Road at MP 2.2 ~ 2.3.

Install armored dip on 6.

A-A and B-B.

Refer to Sheet B06 (2 of 2), for Sections 5.

feet beyond toe of fill.

Extend riprap from edge of roadway to 2 4.

same elevation as the adjacent slope.

finished surface of the riprap will be at the subexcavate the fill slope 12 inches so the

Prior to placement of spillway, 3.

slope as the fill slope.

Construct the rock spillway to the same 2.

Standard Trail Plans and Specifications".

This Detail is adapted from "Forest Service 1.

NOTES:

U.S. DEPARTMENT OF TRANSPORTATION

ARMORED DIP

TYPICAL SECTIONS

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

Sheet 1 of 2

:2

M a r c h

B

P R

O J E

C T

S

F S

\V A

\2

-1 (2

(1

H W

Y

D E

S \C

A D

D \B

-B

D ra in -D ip ty p

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) B05

Top of Cut

Skew

Toe of fill

Bottom of dip surface course

Aggregate

Exis ting Gro und

Fin ish ed Gra de

Spi llway W idth

Aggregate surface course

Geotextile, Class 1, Type C

Bench for toe of spillway

Existing ground

(VDOT Class 1 Equivalent)

Placed Riprap, Method A, Class 2

20' (min

L3

10' (min.)

L2

20' (m in.)

L1

36" (m in.)

48" (min.)

Spillway Length

12" (min.)

ROCK SPILLWAY ELEVATION VIEW

2' (min.). See Note 5.

DRAIN DIP DETAIL

for Elevation View)

(See Sheet B06 for Elevation View)

(See Sheet B06

15' ( min.

E

NOTES:

From Sta. 331+15 to Sta. 331+35.

Lignite Mines Road at MP 2.2 ~ 2.3.

5. Install armored dip on and 6% as approved by the CO.

4. Construct Outslope between 4%

3. Match existing profile grade.

than 1.5H:1V.

2. Do not place riprap at slope steeper location of Sections A-A and B-B.

Refer to Sheet B05 (1 of 2), for 1.

U.S. DEPARTMENT OF TRANSPORTATION

ARMORED DIP

TYPICAL SECTIONS

Sheet 2 of 2

:0

M a r c h

B

P R

O J E

C T

S

F S

\V A

\2

-1 (2

(1

H W

Y

D E

S \C

A D

D \B

-B

D ra in -D ip ty p

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) B06

Finished grade

Geotextile, Class 2, Type E

Roadway excavation

Roadway excavation

Embankment construction

Fill

Cut

SECTION B-B SECTION B-B

Typical Cut Section Typical Fill Section

20' (min.)

20' (min.)

10' (min.)

15' (min.)

SECTION A-A

12" depth aggregate surface course

Rock Spillway Elevation View

See Sheet B05 (1 of 2), Rock Spillway Elevation View

See Sheet B05 (1 of 2), See Note 4

See Note 4

=12"

SCHEDULE A

TABULATION OF QUANTITIES

:4 p r il

C

C Q u a n ti ty T a b u la ti o n

P R

O J E

C T

S

F S

\V A

\2

-1 (2

(1

H W

Y

D E

S \C

A D

D \C

-C

V A

E R

F O

F S

-1 (2

(1 d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) C01

SCHEDULE B

:0 p r il

C

C Q u a n ti ty T a b u la ti

P R

O J E

C T

S

F S

\V A

\2

-1 (2

(1

H W

Y

D E

S \C

A D

D \C

-C

V A

E R

F O

F S

-1 (2

(1 d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) C02

SCHEDULE C

:4 p r il

C

C Q u a n ti ty T a b u la ti

P R

O J E

C T

S

F S

\V A

\2

-1 (2

(1

H W

Y

D E

S \C

A D

D \C

-C

V A

E R

F O

F S

-1 (2

(1 d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) C03

SUMMARIES AND SCHEDULES

:3 p r il

C

C

E r o s io n C o n tr l

P R

O J E

C T

S

F S

\V A

\2

-1 (2

(1

H W

Y

D E

S \C

A D

D \C

-C

V A

E R

F O

F S

-1 (2

(1 d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) C04

p r il

C

C

E r o s io n C o n tr l

P R

O J E

C T

S

F S

\V A

\2

-1 (2

(1

H W

Y

D E

S \C

A D

D \C

-C

V A

E R

F O

F S

-1 (2

(1 d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) C05

A p r il

C

C

D r a in a g

P R

O J E

C T

S

F S

\V A

\2

-1 (2

(1

H W

Y

D E

S \C

A D

D \C

-C

V A

E R

F O

F S

-1 (2

(1 d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) C06

:2

A p r il

C

C

D r a in a

P R

O J E

C T

S

F S

\V A

\2

-1 (2

(1

H W

Y

D E

S \C

A D

D \C

-C

V A

E R

F O

F S

-1 (2

(1 d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) C07

:2

A p r il

C

C

D r a in a

P R

O J E

C T

S

F S

\V A

\2

-1 (2

(1

H W

Y

D E

S \C

A D

D \C

-C

V A

E R

F O

F S

-1 (2

(1 d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) C08

:5 p r il

C

C

E a r th w o r k

P R

O J E

C T

S

F S

\V A

\2

-1 (2

(1

H W

Y

D E

S \C

A D

D \C

-C

V A

E R

F O

F S

-1 (2

(1 d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) C09

:0 p r il

C

C

E a r th w o r k

P R

O J E

C T

S

F S

\V A

\2

-1 (2

(1

H W

Y

D E

S \C

A D

D \C

-C

V A

E R

F O

F S

-1 (2

(1 d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) C10

p r il

C

C o n s tr u c ti o n

S ig s

P R

O J E

C T

S

F S

\V A

\2

-1 (2

(1

H W

Y

D E

S \C

A D

D \C

-C

V A

E R

F O

F S

-1 (2

(1 d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) C11

N 3550000 E

2165 2165 x .1

'C

M P

IN

V

.5

IN

V

.3

NAIL

SL2

CP

PK2C

P

NAIL

CP

x .1

'C

M P

IN

V

.5

IN

V

.3

2165 2165

S7 2°5

3'2 1"W

S87°16'29 "W

N57°48'18"W

.1

C

.3

.2

.0

P O

B

N 100+25

BEGIN WORK

N 3550014.108

E 10789856.058

101+70

END WORK

N 3550007.787

E 10789713.912

Proposed EOP (typ.)

Existing EOP (typ.)

See Drainage Cross Sections

Install headwalls and wingwalls, LT/RT (typ.)

Install 5' S. x 4' Ri. RCB culvert

Remove existing 24" CMP culvert

101+06

PI 100+66.38

Δ = 14°23'08" (RT)

R = 200.00' T = 25.24' L = 50.22' e = ___

PI 101+54.72

Δ = 34°55'13" (RT)

R = 100.00' T = 31.45' L = 60.95' e = ___

Roadway centerline

U n n a m e d T ri butary of G a te w o o d R e se rv o ir

F lo w 2168' ohwm ohwm 2166'

2166' ohwm

See Detail E629-A Install cellular confinement system

100+45 to 101+50

See Detail E552-A Install concrete curb (typ.)

type 3 Install new object marker,1 type 3 Install new object marker,2

U.S. DEPARTMENT OF TRANSPORTATION

PLAN

POND LICK ROAD - MP 0.01

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

SCALE IN FEET

0 10 20

:4 p ri l

P o n d L ic k H o z A li M

P .0

P la n D

S h e

U s e rs \b re n d a

.d u o n g \D e s k to p \C

A D

D P o n d L ic k R d \D

-0

V

A E

R F

O F

S

-1

(2

(1

P

L N

M

P

.0

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) D01

100+25

BEGIN WORK

N 3550014.108

E 10789856.058

N 3550007.787

E 10789713.912

101+70

END WORK

Existing ground

Profile grade

Remove existing 24" CMP culvert

See Drainage Cross Sections

Install 5' S. x 4' Ri. RCB culvert

101+06

RT

LTLT

RT

Trans.+55

Trans.

+40Trans.

Trans.

-4%

U.S. DEPARTMENT OF TRANSPORTATION GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

PROFILE

POND LICK ROAD - MP 0.01

SCHEDULE A

10000 10100 10200

2,170 2,170

-5.705%

-5.705%

7.

9%

.3

.4

L

' VC110

8K =

'72.63HLSD =

,1

.0

:4 p r il

P o n d L ic k P ro f_

M P

.0

P ro fi le

D

S h e

U s e rs

\b re n d a .d u o n g

\D e s k to p

\C A

D D

P o n d

L ic k R d \D

-0

V

A E

R F

O F

S

-1

(2

(1

P

L N

M

P

.0

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) D02

N

I L

C

P

NAIL

CP

NAIL

SL3

CP

N '1

W

N '2

W

S °2

'4 "E

S '2

E

102+85.46 PC

.9

PT

.5

PC

+88.0

PT

101+ 84.21

PT

+38.3

PC

N

PI 103+55.81

Δ = 131°45'19" (LT)

R = 31.50' T = 70.35' L = 72.44' e = ___

PI 103+75.58

Δ = 29°14'36" (LT)

R = 50.00' T = 13.04' L = 25.52' e = ___

See Drainage Cross Sections Install 48" CMP culvert Remove 2 existing 12" pipe culverts 103+42

Roadway centerline

Existing EOP (typ.)

103+00

BEGIN WORK

103+70

END WORK

N 3550074.796 E 10789603.040 N 3550027.612

E 10789569.608

Proposed EOP (typ.)

U n n a m e d T ri b u ta ry o f

G a te w o o d R e s e rv o ir

F lo w

2173' ohwm

2173' ohwm

2174' ohwm

U.S. DEPARTMENT OF TRANSPORTATION

PLAN

POND LICK ROAD - MP 0.06

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

SCALE IN FEET

0 10 20

:5 p ri l

P o n d L ic k H o z A li M

P .0

P la n D

S h e

U s e rs \b re n d a

.d u o n g \D e s k to p \C

A D

D P o n d L ic k R d \D

-0

V

A E

R F

O F

S

-1

(2

(1

P

L N

M

P

.0

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) D03

103+70

END WORK

N 3550027.612

E 10789569.608

103+00

BEGIN WORK

N 3550074.796

E 10789603.040

Profile grade

Existing ground

10200 10300 10400

2,170 2,170

2,180 2,180

-5.062%

.7

.3

,1

.7

HLSD = 41.59

K =

' VC

RT

LTLT

RT

Trans.+55

Trans.

+15Trans.

Trans.

+4%

-4%

See Drainage Cross Sections

Install 48" CMP culvert

103+42

Remove 2 existing 12" pipe culverts

U.S. DEPARTMENT OF TRANSPORTATION

PROFILE

POND LICK ROAD - MP 0.06

SCHEDULE A

.9

:5 p r il

P o n d L ic k P ro f_

M P

.0

P ro fi le

D

S h e

U s e rs

\b re n d a .d u o n g

\D e s k to p

\C A

D D

P o n d

L ic k R d \D

-0

V

A E

R F

O F

S

-1

(2

(1

P

L N

M

P

.0

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) D04

NAIL

SL4

CP

S70°01'54"W S62°38'35" W

S73°34'19"W S66°55'43"W

.0

.8

.9

104+38.48

PC

.6

.4

.3

P

NPI 105+71.89

Δ = 10°06'18" (LT)

R = 100.00' T = 8.84' L = 17.64' e = ___

PI 104+86.34

Δ = 107°46'29" (RT)

R = 35.00' T = 47.97' L = 65.84' e = ___

PI 106+52.59

Δ = 12°35'28" (RT)

R = 200.00' T = 22.06' L = 43.95' e = ___

PI 106+84.87

Δ = 06°38'37" (LT)

R = 100.00' T = 5.80' L = 11.60' e = ___

N 3549888.011 E 10789515.920

105+85

BEGIN WORK

N 3549835.050 E 10789397.407

107+15

END WORK

Proposed EOP (typ.)

Existing EOP (typ.)

Roadway centerline

See Detail E620-A Install dry stacked stone masonry headwall

Install 30" CMP culvert Remove existing 18" CMP culvert

106+86

See Detail E251-A (VDOT Class 1 Equivalent) class 2, 11 tons Placed riprap, method A, SCALE IN FEET

0 10 20

U.S. DEPARTMENT OF TRANSPORTATION

PLAN

POND LICK ROAD - MP 0.13

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

:3

A p ri l

P o n d

L ic k

H o z A li

M P

.1

P la n D

S h e fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F S

\V A

\2 -1

(2

(1

H

W Y

D

E S

\C A

D D

\C A

D D

P o n d L ic k R d \D

-0

V

A E

R F

O F

S

-1

(2

(1

P

L N

M

P

.1 .d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) D05

N 3549835.050

E 10789397.407

107+15

END WORK

N 3549888.011

E 10789515.920

105+85

BEGIN WORK

RT

LTLT

RT

Trans.+00

Trans.

+00Trans.

Trans.

-4%

-4%

Profile grade

Existing ground

See Drainage Cross Sections

Install 30" CMP culvert

106+86Remove existing 18" CMP culvert

U.S. DEPARTMENT OF TRANSPORTATION

PROFILE

POND LICK ROAD - MP 0.13

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

10600 10700

2,170 2,170

2,180 2,180

-7.500%

+3.4

-7.500%

+3.4

.7

.5

' VC80

7K =

'68.18HLSD =

,1

.9

:5 p r il

P o n d L ic k P ro f_

M P

.1

P ro fi le

D

S h e

U s e rs

\b re n d a .d u o n g

\D e s k to p

\C A

D D

P o n d

L ic k R d \D

-0

V

A E

R F

O F

S

-1

(2

(1

P

L N

M

P

.1

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) D06

MAG12

CP

M A G5

1C P

N

N 3550146.066

E 10788625.692

115+70

BEGIN WORK

N 3550069.430

E 10788556.220

116+90

END WORK

See Drainage Cross Sections arch or elliptical pipe culvert

Install 72" equivalent diameter

Remove existing 24" CPM

116+33

Roadway centerline

Existing EOP (typ.)

Proposed EOP (typ.)

See Detail E251-A

(VDOT Class 1 Equivalent) class 2, 11 tons

Placed riprap, method A, See Detail E251-A

(VDOT Class 1 Equivalent) class 2, 46 tons

Placed riprap, method A, PI 117+40.54

Δ = 73°58'38" (RT)

R = 69.00' T = 51.97' L = 89.09' e = ___

PI 116+24.64

Δ = 87°53'56" (LT)

R = 52.00' T = 50.13' L = 79.77' e = ___

PI 115+40.74

Δ = 13°07'29" (LT)

R = 200.00' T = 23.01' L = 45.81' e = ___

U n n a m e d T ri b u ta ry o f

G a te w o o d R e s e rv o ir

F lo w

2197' ohwm

2201' ohwm

2201'

U.S. DEPARTMENT OF TRANSPORTATION

PLAN

POND LICK ROAD - MP 0.31

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

SCALE IN FEET

0 10 20

Protect an 18-inch DBH oak tree near the outlet if possible.

NOTE:

N 68°39'22"W

N81°46'51"W

S °1

'1 "W

5+

.7

6+

PT 11

6+

4+

.0

PO

B 11

:5 p ri l

P o n d L ic k

H o rA li

M P

.3

P la n D

S h e

U s e rs \b re n d a

.d u o n g \D e s k to p \C

A D

D P o n d L ic k R d \D

-0

V

A E

R F

O F

S

-1

(2

(1

P

L N

M

P

.3

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) D07

N 3550146.066

E 10788625.692

115+70

BEGIN WORK

116+90

END WORK

N 3550069.430

E 10788556.220

Profile grade

Existing ground

RT

LTLT

RT

Trans.+75

Trans.

+95Trans.

Trans.

-4%

+4%

See Drainage Cross Sections arch or elliptical pipe culvert

Install 72" equivalent diameter

116+33

Remove existing 24" CMP culvert

U.S. DEPARTMENT OF TRANSPORTATION

PROFILE

POND LICK ROAD - MP 0.31

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

11500 11600 11700

2,200 2,200

2,210 2,210

11500 11600 11700

2,200 2,200

2,210 2,210

-4.159%

6.

0%

-4.159%

6.

0%

.0

.4

' VC115

11K =

'86.04HLSD =

,2

.5

:5 p r il

P o n d L ic k P ro f_

M P

.3

P ro fi le

D

S h e

U s e rs

\b re n d a .d u o n g

\D e s k to p

\C A

D D

P o n d

L ic k R d \D

-0

V

A E

R F

O F

S

-1

(2

(1

P

L N

M

P

.3

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) D08

MAG

CP

N

N 3550082.714

E 10788039.272

N 3550038.366

E 10788017.794

Existing EOP (typ.)

Roadway centerline

See Detail E251-A

(VDOT Class 1 Equivalent) class 2, 34 tons

Placed riprap, method A, 122+30

BEGIN WORK

123+15

END WORK

PI 123+17.73

Δ = 11°59'25" (LT)

R = 50.00' T = 5.25' L = 10.46' e = ___

PI 123+28.45

Δ = 151°24'29" (LT)

R = 22.00' T = 86.33' L = 58.14' e = ___

See Detail E629-A Install cellular confinement system

122+50 to 123+00

Proposed EOP (typ.)

SCALE IN FEET

0 10 20

U.S. DEPARTMENT OF TRANSPORTATION

PLAN

POND LICK ROAD - MP 0.43

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

N °2

'2

"W

S4 6°

'55 "E

S5 8°

'2 0"

122+42.12

.2

.4

3+

.9

POB 121+65.00

PO

E

3+

.7

:5 p ri l

P o n d

L ic k

H o rA li

M P

.4

P la n D

S h e

U s e rs \b re n d a

.d u o n g \D e s k to p \C

A D

D P o n d L ic k R d \D

-1

V

A E

R F

O F

S

-1

(2

(1

P

L N

M

P

.4

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) D09

122+30

N 3550082.714

E 10788039.272

N 3550038.366

E 10788017.794

123+15

END WORK

Profile grade

Existing ground

RT

LTLT

RT

Trans.+90

Trans.

Trans.

Trans.

-4%

+65

U.S. DEPARTMENT OF TRANSPORTATION

PROFILE

POND LICK ROAD - MP 0.43

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

12200 12300

2,220 2,220

2,230 2,230

-2.100%

.5

-2.100%

.5

.1

.5

' VC50

4K =

'47.23HLSD =

,2

.2

:5 p r il

P o n d L ic k P ro f_

M P

.4

P ro fi le

D

S h e

U s e rs

\b re n d a .d u o n g

\D e s k to p

\C A

D D

P o n d

L ic k R d \D

-1

V

A E

R F

O F

S

-1

(2

(1

P

L N

M

P

.4

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) D10

CP

0 2

2185 2

N

N 3549267.582

E 10787517.054

104+50

END WORK

139+70

BEGIN WORK

N 3549307.915

E 10787583.909 See Detail E251-01

(VDOT Class 2 Equivalent) class 3, 28 tons

Placed riprap, method A, (typ.)

Proposed EOP

(typ.)

Existing EOP Roadway centerline

See Detail E251-A

(VDOT Class 1 Equivalent) class 2, 5 tons

Placed riprap, method A, See Drainage Cross Sections

Install 36" CMP culvert

Remove existing 18" CMP culvert

140+07

U.S. DEPARTMENT OF TRANSPORTATION

PLAN

POND LICK ROAD - MP 0.76

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

SCALE IN FEET

0 10 20

Save an 8-inch DBH hickory tree at the outlet.

NOTE:

S3 4°

'2 2"

W

N89°33'19"W e = ___

'103.25L =

'56.23T =

'105.00R =

(RT)56°20'19"Δ =

140+20.80PI

.8

.0

P

.7

P

:5 p ri l

P o n lL ic k

H o z A li

M P

.7

P la n D

S h e

U s e rs \b re n d a

.d u o n g \D e s k to p \C

A D

D P o n d L ic k R d \D

-1

V

A E

R F

O F

S

-1

(2

(1

P

L N

M

P

.7

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) D11

N 3549267.582

E 10787517.054

104+50

END WORK139+70

BEGIN WORK

N 3549307.915

E 10787583.909

Profile grade

Existing ground

See Drainage Cross Sections

Install 36" CMP culvert

140+07

Remove existing 18" CMP culvert

RT

LTLT

RT

Trans.+35

Trans.

+85Trans.

Trans.

U.S. DEPARTMENT OF TRANSPORTATION

PROFILE

POND LICK ROAD - MP 0.76

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

13900 14000 14100

2,180 2,180

2,190 2,190

-2.235% +1.99 9%

-2.235%

+1.99 9%

.0

.5

' VC65

15K =

'135.93HLSD =

,1

.0

:5 p r il

P o n lL ic k

H o z A li

M P

.7

P ro fi le

D

S h e

U s e rs

\b re n d a .d u o n g

\D e s k to p

\C A

D D

P o n d

L ic k R d \D

-1

V

A E

R F

O F

S

-1

(2

(1

P

L N

M

P

.7

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) D12

CP

N

N 3549318.263

E 10787071.171

144+10

END WORK

N 3549363.072

E 10787135.646

142+50

BEGIN WORK

See Drainage Cross Sections arch or elliptical pipe culvert

Install 54" equivalent diameter

Remove existing 18" CMP culvert

143+23

Roadway centerline

Existing EOP (typ.)

Proposed EOP (typ.)

PI 144+90.60

Δ = 27°42'43" (RT)

R = 40.00' T = 9.87' L = 19.35' e = ___

PI 142+27.58

Δ = 06°35'25" (RT)

R = 320.00' T = 18.42' L = 36.81' e = ___

PI 143+57.43

Δ = 135°45'00" (LT)

R = 26.00' T = 63.95' L = 61.60' e = ___

PI 143+75.17

Δ = 12°23'56" (LT)

R = 180.00' T = 19.55' L = 38.95' e = ___

PI 144+47.08

Δ = 15°57'21" (LT)

R = 180.00' T = 25.23' L = 50.13' e = ___

U.S. DEPARTMENT OF TRANSPORTATION

PLAN

POND LICK ROAD - MP 0.82

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

SCALE IN FEET

0 10 20

N '2

"W

N '5

"W

N 04°00'59"W

S °2

'5

"E

S '1

"E

S0 4°

'3 3"

E

142+93.48

.0

.6

PT

+94 .5

PC

4+ .8

PT

+71.

98PC 142+09.15

PT 142+45.96

PC 1

44+

80.

POB 142+00.00

:0 p ri l

P o n d L ic k

H o rA li

M P

.8

P la n D

S h e

U s e rs \b re n d a

.d u o n g \D e s k to p \C

A D

D P o n d L ic k R d \D

-1

V

A E

R F

O F

S

-1

(2

(1

P

L N

M

P

.8

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) D13

142+50

N 3549363.072

E 10787135.646

144+10

END WORK

N 3549318.263

E 10787071.171

Profile grade

Existing ground

See Drainage Cross Sections arch or elliptical pipe culvert

Install 54" equivalent diameter

143+23

Remove existing 18" CMP culvert

RT

LTLT

RT

Trans.+95

Trans.

+65Trans.

Trans.

+4%

U.S. DEPARTMENT OF TRANSPORTATION

PROFILE

POND LICK ROAD - MP 0.82

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

14200 14300 14400

2,200 2,200

2,210 2,210

-3.342%

.9

.7

.5

' VC120

7K =

'66.37HLSD =

,2

.7

:0 p r il

P o n d L ic k P ro f_

M P

.8

P ro fi le

D

S h e

U s e rs

\b re n d a .d u o n g

\D e s k to p

\C A

D D

P o n d

L ic k R d \D

-1

V

A E

R F

O F

S

-1

(2

(1

P

L N

M

P

.8

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) D14

G

C P

MAG

SL58

CP

N A

IL

M

A G

.0

.0

.1

S L

N A

IL

M

A G

.2

.2

.3

N U

M B E R

R E

M A R

K S

E L E V

A T

IO

N

E A S T

IN

G

N O

R T H

IN

G

P O

IN

T

C O

O R

D

IN

A T E L

IS

T

IN

G

F S

P

O N

D L

IC

K R

O A

D M

P .9

P R

O

JE

C T

U S S

U R

V E Y F

O O

T

M E A S

U R E

M E N T U

N

IT

:N

A V

D

G E O

ID

V E R T

IC

A L D

A T U

M

S P C

V

A S

N A

D G

R

ID

H O

R

IZ

O N T A L D

A T U

M

S T A T E P

L A

N E C

O O

R D

IN

A T E S

N

N 3549301.375

E 10786582.753

150+90

END WORK

N 3549330.412

E 10786614.562

150+30

BEGIN WORK

See Drainage Cross Sections

Install 36" CMP culvert

Remove existing 18" CMP culvert

150+67

Existing EOP (typ.)

Proposed EOP (typ.)

Roadway centerline

PI 149+55.15

Δ = 09°34'47" (RT)

R = 350.00' T = 29.33' L = 58.52' e = ___

PI 150+20.09

Δ = 12°49'52" (LT)

R = 50.00' T = 5.62' L = 11.20' e = ___

PI 150+90.82

Δ = 136°37'27" (LT)

R = 21.00' T = 52.80' L = 50.08' e = ___

PI 151+03.54

Δ = 07°50'28" (LT)

R = 100.00' T = 6.85' L = 13.69'

U.S. DEPARTMENT OF TRANSPORTATION

PLAN

POND LICK ROAD - MP 0.96

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

SCALE IN FEET

0 10 20

Avoid cutting 4 trees near the outlet if possible.

NOTE:

N '3

"W

N '5

"W

N '4

"W

S '1

"E

S '3

"E

150+14.47

+25.

+38.

0+

.09

PC 1

+96 .69

PT 1

51+

10.3

PC 14

9+25.8

PT 149+

84.34

POB 14

9+20.0

POE 15

2+02.2

:0 p ri l

P o n d L ic k

H o r_ A li

M P

.9

P la n D

S h e

U s e rs \b re n d a

.d u o n g \D e s k to p \C

A D

D P o n d L ic k R d \D

-1

V

A E

R F

O F

S

-1

(2

(1

P

L N

M

P

.9

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) D15

150+30

N 3549330.412

E 10786614.562

N 3549301.375

E 10786582.753

150+90

END WORK

Profile grade

Existing ground

Remove existing 18" CMP culvert

See Drainage Cross Sections

Install 36" CMP culvert

150+67

RT

LTLT

RT

Trans.+75

Trans.

+45Trans.

Trans.

U.S. DEPARTMENT OF TRANSPORTATION

PROFILE

POND LICK ROAD - MP 0.96

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

15000 15100 15200

2,210 2,210

2,220 2,220

-7.009%

+3.6

-7.009%

+3.6

.5

.5

' VC50

5K =

'52.35HLSD =

,2

.8

:0 p r il

P o n d L ic k

P ro f_

A li

M

P

.9

P ro fi le D

S h e

U s e rs

\b re n d a .d u o n g

\D e s k to p

\C A

D D

P o n d

L ic k R d \D

-1

V

A E

R F

O F

S

-1

(2

(1

P

L N

M

P

.9

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) D16

x .3

'C

M P

IN

V

.4

IN

V

.7

N

N 3548504.697

E 10786695.991

159+16

BEGIN WORK

N 3548556.893

E 10786585.628

161+06

END WORK

Existing EOP (typ.)

Proposed EOP (typ.)

Roadway centerline

See Drainage Cross Sections or elliptical pipe culvert

Install 84" equivalent diameter arch

Remove 2 existing 24" CMP culverts

160+34

See Detail E251-A

(VDOT Class 1 Equivalent) class 2, 18 tons

Placed riprap, method A, U n n a m e d T rib u ta ry o f G a te w o o d

Reservoir

F lo w

2189' ohwm

2189' ohwm

2187' ohwm

161+40

BEGIN WORK

N 3548585.707

E 10786567.579

Existing EOP (typ.)

Proposed EOP (typ.)

S ee N o te

See Drainage Cross Sections

Install concrete headwall

PI 159+24.15

Δ = 15°35'16" (RT)

R = 50.00' T = 6.84' L = 13.60' e = ___

PI 159+91.00

Δ = 135°42'18" (RT)

R = 22.00' T = 54.05' L = 52.11' e = ___

PI 160+62.66

Δ = 13°07'35" (RT)

R = 275.00' T = 31.64' L = 63.00' e = ___

SCALE IN FEET

0 10 20

NOTE:

the CO. See Typical Sections.

proposed aggregate surface course to be determined by Limits of work at MP 1.3 are approximate, exact length of

U.S. DEPARTMENT OF TRANSPORTATION

PLAN

POND LICK ROAD - MP 1.13 & 1.3

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

S °2

'5

"E

S '4

"E

N45°11'22"W

N 32°03'47"W

159+30.91

159+36.94

T

.0

P C

.0

PT

.0

POB 158+60.00

PO

E

1+

.1

159+17.31

PC

200'

:0 p ri l

P o n d

L ic k

H o rA li

M P

.1

P la n D

S h e

U s e rs \b re n d a

.d u o n g \D e s k to p \C

A D

D P o n d L ic k R d \D

-1

V

A E

R F

O F

S

-1

(2

(1

P

L N

M

P

.1

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) D17

159+16

N 3548504.697

E 10786695.991

N 3548556.893

E 10786585.628

161+06

END WORK

Existing ground

RT

LTLT

RT

Trans.+60

Trans.

+40Trans.

Trans.

-4%

-4%

Detail 601-5

See Drainage Cross Sections and or elliptical pipe culvert

Install 84" equivalent diameter arch

160+34

Remove 2 existing 24" CMP culverts

Profile grade

U.S. DEPARTMENT OF TRANSPORTATION

PROFILE

POND LICK ROAD - MP 1.13

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

15900 16000 16100

2,190 2,190

-1 .7

+0.000%

+5.

4%

-1 .7

+0.000%

+5.

4%

.9

.9

.3

.7

' VC60

6K =

'57.99HLSD =

' VC50

9K =

'93.59HLSD =

,1

.2

:0 p r il

P o n d L ic k

P ro f_

A li

M

P

.1

P ro fi le D

S h e

U s e rs

\b re n d a .d u o n g

\D e s k to p

\C A

D D

P o n d

L ic k R d \D

-1

V

A E

R F

O F

S

-1

(2

(1

P

L N

M

P

.1

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) D18

N

PI 193+68.87

Δ = 03°35'41" (RT)

R = 600.00' T = 18.83' L = 37.64' e = ___

PI 194+90.84

Δ = 13°39'29" (LT)

R = 90.00' T = 10.78' L = 21.45' e = ___

PI 195+01.01

Δ = 152°35'59" (LT)

R = 19.50' T = 79.99' L = 51.94' e = ___

N 3548846.400 E 10785082.421

194+15

BEGIN WORK

N 3548833.783 E 10785043.398

194+80

END WORK

See Drainage Cross Section Install 36" CMP culvert Remove existing 18" CMP culvert 194+46

Existing EOP (typ.)

Proposed EOP (typ.)

Roadway centerline

U n n am ed T ri b u ta ry o f

G at ew oo d R es er vo ir

F lo w

2228' ohwm

2228' ohwm

2227'

U.S. DEPARTMENT OF TRANSPORTATION

PLAN

POND LICK ROAD - MP 1.79

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

SCALE IN FEET

0 10 20

N °4

'3

"W

N °0

'5 "W

S0 2°

'54 "E

S1 6°

'2 3"

E

PT

.5

P C

.0

P T

.9

PC 194+

21.01

PT 193+

87.69

PC 193+50.05

POB 193+40.00

PO

E

5+

.8

:0 p ri l

P o n d L ic k

H o rA li

M P

.7

P la n D

S h e

U s e rs \b re n d a

.d u o n g \D e s k to p \C

A D

D P o n d L ic k R d \D

-2

V

A E

R F

O F

S

-1

(2

(1

P

L N

M

P

.7

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) D19

N 3548846.400

E 10785082.421

194+15

BEGIN WORK

194+80

END WORK

N 3548833.783

E 10785043.398

Profile grade

Existing ground

See Drainage Cross Section

Install 36" CMP culvert

194+46

Remove existing 18" CMP culvert

RT

LTLT

RT

Trans.+65

Trans.

+30Trans.

Trans.

U.S. DEPARTMENT OF TRANSPORTATION

PROFILE

POND LICK ROAD - MP 1.79

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

19400 19500

2,220 2,220

2,230 2,230

-2.735%

.5

-2.735%

.5

.4

.7

' VC55

'50.85HLSD =

,2

.3

:0 p r il

P o n d L ic k P ro f_

M P

.7

P ro fi le

D

S h e

U s e rs

\b re n d a .d u o n g

\D e s k to p

\C A

D D

P o n d

L ic k R d \D

-2

V

A E

R F

O F

S

-1

(2

(1

P

L N

M

P

.7

.d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) D20

C P

C P

IN

V .3

IN

V .6

"x

.6

'C

M P

N

N 3548956.830

E 10783970.936

215+75

BEGIN WORK

N 3548965.126

E 10783931.329

216+35

See Detail E251-A

(VDOT Class 1 Equivalent) class 2, 7 tons

Placed riprap, method A, See Drainage Cross Section

Install 36" CMP culvert

Remove existing 18" CMP culvert

216+10

Proposed EOP (typ.)

Existing EOP (typ.)

Roadway centerline

U n n a m e d T ri b u ta ry o f

G a te w o o d R e s e rv o ir

F lo w

2249' ohwm

2247' ohwm

2247' ohwm

PI 215+35.92

Δ = 15°24'45" (RT)

R = 250.00' T = 33.83' L = 67.25' e = ___

PI 216+37.25

Δ = 139°32'51" (LT)

R = 17.50' T = 47.50' L = 42.62' e = ___

PI 216+42.53

Δ = 20°06'42" (LT)

R = 50.00' T = 8.87' L = 17.55' e = ___

PI 216+70.29

Δ = 04°36'45" (LT)

R = 80.00' T = 3.22' L = 6.44'

U.S. DEPARTMENT OF TRANSPORTATION

PLAN

POND LICK ROAD - MP 2.2

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

SCALE IN FEET

0 10 20

N '5

"W

N '0

"W

S1 5°

'59 "W

S °2

3' "E

S °0

'2

"E

215+89.76

PC

6+

6+

6+

215+02.09 PC

215+69.34

PT

214+90.00POB

7+

.2

POE

:0 p ri l

P o n d L ic k H o rA li M

P .2

P la n D

S h e

U s e rs

\b re n d a .d u o n g \D e s k to p \C

A D

D P o n d L ic k R d \D

-2

V

A E

R F

O F

S

-1

(2

(1

P

L N

M

P

.2 .d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) D21

RT

LTLT

RT

Trans.+20

Trans.

+90Trans.

Trans.

-4%

+4%

216+35

END WORK

N 3548965.126

E 10783931.329 215+75

BEGIN WORK

N 3548956.830

E 10783970.936

Profile grade

Remove existing 18" CMP culvert

See Drainage Cross Section

Install 36" CMP culvert

216+10

Existing ground

U.S. DEPARTMENT OF TRANSPORTATION

PROFILE

POND LICK ROAD - MP 2.2

SCHEDULE A

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

21500 21600 21700

2,250 2,250

6.

7%

-2.604% 6.

7%

.3

.5

' VC40

'50.33HLSD =

,2

.3

:0 p r il

P o n d L ic k P ro f_

A li

M

P .2

P ro fi le D

S h e

U s e rs

\b re n d a .d u o n g \D e s k to p \C

A D

D P o n d L ic k R d \D

-2

V

A E

R F

O F

S

-1

(2

(1

P

L N

M

P

.2 .d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) D22

I G

C P

LI

G10

2CP

L

IG

G P S

J H

JH 1002

L I G

C P

JH 1002

LI

G10

2CP

J H

L

IG

G P S

N

N 3754497.005

E 11046812.724

Roadway centerline

Proposed EOP (typ.)

Existing EOP (typ.)

See Drainage Cross Sections

Install 48" CMP culvert

Remove existing 24" CMP culvert

301+56

Drainage Cross Section

See Standard 601-5 & and wingwalls

Install concrete headwall

302+20

END WORK

301+00

BEGIN WORK

N 3754566.867

E 11046801.304

Boulder

60"x84"x36"

U.S. DEPARTMENT OF TRANSPORTATION

PLAN

LIGNITE MINES ROAD - MP 0.6

SCHEDULE B

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

SCALE IN FEET

0 10 20

N '4

W

S '3

"W

S '1

E

S '0

"E e = ___

'30.66L =

'15.54T =

'75.00R =

(RT)23°25'09"Δ =

302+22.24PI

e = ___ '49.17L = '24.94T = '120.00R =

(LT)23°28'41"Δ =

300+44.90PI

e = ___ '60.88L = '67.82T = '25.00R =

(LT)139°31'50"Δ =

301+87.50PI

300+19.96 PC

0+

1+

301+80.56

PT

302+06.69

PC

2+

300+00.00

POB

2+

.6

POE

:0 p ri l

L ig n it e

H o z A li

M P

.6

P la n

D

S h e e t]

C U s e rs

\b re n d a .d u o n g \D e s k to p \C

A D

D L ig n it e M in e s R d \D

-2

V

A E

R F

O F

S

-1

(2

(1

P

L N

M

P

.6 .d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) D23

rib u ta ry o f W ilso n B ra n ch

U nnam ed

N 3754497.005

E 11046812.724

301+00

BEGIN WORK

N 3754566.867

E 11046801.304

302+20

END WORK

Profile grade

Existing ground

See Drainage Cross Sections

Install 48" CMP culvert

301+56

Remove existing 24" CMP culvert

RT

LTLT

RT

Trans.+60

Trans.

+15Trans.

Trans.

-6%

+6%

U.S. DEPARTMENT OF TRANSPORTATION

PROFILE

LIGNITE MINES ROAD - MP 0.6

SCHEDULE B

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

30000 30100 30200

1,760 1,760

1,770 1,770

30000 30100 30200

1,760 1,760

1,770 1,770

+5.

9%

.8

.4

+5.

9%

.8

.9

.7

' VC50

7.82K =

'193.78SSD =

' VC50

10K =

'105.25HLSD =

,7

.7

:0 p r il

L ig n it e

P ro f_ A li

M P

.6

P ro fi le D

S h e

U s e rs

\b re n d a .d u o n g \D e s k to p \C

A D

D L ig n it e M in e s R d \D

-2

V

A E

R F

O F

S

-1

(2

(1

P

L N

M

P

.6 .d g n

STATE PROJECT

NUMBER

VA VA ERFO FS 2018-1(2), 2(1) D24

LIG301

GPS

LIG302

CP

LIG303

GPS

2405 2410

2405 2410

LIG301

GPS

LIG302

CP

LIG303

GPS

N

PI 311+95.24

Δ = 16°31'46" (RT)

R = 160.00' T = 23.24' L = 46.16' e = ___

N 3755890.463 E 11045292.391

310+60

BEGIN WORK

312+00

END WORK

N 3755820.006 E 11045171.529

See Drainage Cross Sections Install 24" CMP culvert Remove existing 18" CMP culvert 311+26

(typ.)

Proposed EOP

(typ.)

Existing EOP

See Drainage Cross Sections & Detail E620-A Replace existing dry stacked stone masonry headwall with new

Roadway centerline

U.S. DEPARTMENT OF TRANSPORTATION

PLAN

LIGNITE MINES ROAD - MP 1.8

SCHEDULE B

GEORGE WASHINGTON AND JEFFERSON NATIONAL FORESTS

SCALE IN FEET

0 10 20

S58°45'33 "W

S75°17'19"W

C 3

.0

P

.4

P O

E 0 3

1 3

:4

A p ri l

L ig n it e

H o z A li

M P

.8

P la n

D

S h e e t] fh fl fi le s e rv e

.f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

F S

\V A

\2

-1 (2

(1

H W

Y

D E

S \C

A D

D \C

A D

D L ig n it e

M in e s R d \D

-2

V

A E

R F

O F

S

-1

(3