Plans - WV NP NERI 107(2).pdf

U.S. DEPARTMENT OF THE INTERIOR

Title Sheet

Symbols And Abbreviations

Typical Section

Tabulation of Quantities

Erosion and Sediment Control Narrative

Erosion and Sediment Control Plans

DESCRIPTION

INDEX TO SHEETS

PLANS FOR PROPOSED

PLANS PREPARED BY

NATIONAL PARK SERVICE

EASTERN FEDERAL LANDS HIGHWAY DIVISION

ASHBURN, VIRGINIA

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH: 0.17 Miles

ADT (2024)

ADT (2044)

DHV

%Truck

D

V (MPH)

55/45

SPECIFICATIONS:

and Bridges on Federal Highway Projects, FP-14

Standard Specifications for Construction of Roads

BRIDGE:

DESIGN DESIGNATION:

e(max) 6%

C/A None

Know what'sbelow.

before you dig.Call

R

Administration

Federal Highway

U.S. Department of Transportation

A01

A02-A03

A04

D01-D05

M01

M02-M04

10.9%

None

NEW RIVER GORGE NATIONAL PARK AND PRESERVE

FAYETTE COUNTY, WEST VIRGINIA

Charleston

KEY MAP

STATE OF WEST VIRGINIA

Morgantown

Beckley burg

Parkers-

Clarksburg

Bluefield

Martinsburg

N

PROJECT WV NP NERI 107(2)

SCALE IN MILES

0 40 80

0.34 MilesLANE MILES:

B01-B02

NO.

SHEET

C01-C03

Schedule Description Station to Station (miles)

Length

A 0.09100+93 to 105+86

RIP Cycle

Plan and Profile Sheets

REPAIR OF SLIDES ON CUNARD RIVER ACCESS ROAD USING MSE WALLS

PROJECT WV NP NERI 107(2)

Cunard River Access Road (Route 107)

Location Map

NOVEMBER, 2023

improvements, and other miscellaneous work.

guardrail replacement with MGS, drainage reconstruction of roadway sections, gravel resurfacing, walls, welded wire face deep patch repairs, Construction of Mechanically Stabilized Earth (MSE)

WIDTH SURFACE BASE SUBGRADE

11" RA N/A

GB57

Depth Varies, SCHEDULE

20'

20'

C

B

A

ROAD

Access Rd (Existing)

Cunard River

Access Rd (Existing)

Cunard River

Access Rd (Existing)

Cunard River

B 0.05 6

Project Manager

Yanina Kirtley

Lead Designer

Shoukat Nawaz

Highway Design Manager

D. Hasson, F. Choudhry

S01-S32 Standards And Details

Cunard River Access Road (Route 107) 107+68 to 110+40

C Cunard River Access Road (Route 107)

117+50 to 118+00

0.03 6119+30 to 119+65

121+40 to 121+90

T01-T52 Cross Sections

K01-K04 Drainage Profile

Survey Information SheetA05

±20'

811 or 800-245-4848

C04-C09 Summaries and Schedules

Alignment Chain DescriptionA06-A09

A10 Superelevation Tables

11" RA N/A

GB57

Depth Varies, 11" RA N/A

GB57

Depth Varies, A11 Gutter Slope Tables

Whittaker

Burnwell Page

Kincaid

Hamilton

Kingston

Decota

Artie

Clear Creek

Saxon Harper

Prosperity

Bradley

Pax

Long Branch

Mt Hope

Beckwith

Fayetteville

Lansing LookoutEdmond

Winona

Gatewood

SewellNewtown

Oak Hill CarlisleDothan

Scarbro

Glen Jean

Terry

Piney View

Stanaford

Wright Grandview

Quinnimont

Layland

Lawton

N

NO SCALE

WV NP NERI 107(2)

Clifftop

Landisburg

Arnett

New River r e vi R weN

Ne w R ive r

New River

:2

P

M

N o v e m b e r

A

S h e e t]

P R

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PROJECT

NUMBER

A01

NPS Drwg No. 637/188071 NPS PMIS No. 258999

WV NP NERI 107(2)

0.00EL.

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

MOD

ML

monument minimum maximum mile post modification 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.

E

N 0

RBAR

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION NEW RIVER GORGE NATIONAL PARK AND PRESERVE

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.

AMD

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 bench mark back approach amendment 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

:4

N o v e m b e r

S

H E

E T

P

R O

J E

C T

S \n e ri \1

(2

H

W Y

D

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\C A

D D

\A -A

W

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P N

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I (2 s y m

.d g n

SYMBOLS AND ABBREVIATIONS

PROJECT

A02

AREA PATTERN

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

U.S. DEPARTMENT OF TRANSPORTATION NEW RIVER GORGE NATIONAL PARK AND PRESERVE

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

Sheet 2 of 2 roadway aggregate, method 2 minimum nominal long-term strength mechanically-stabilized earth midwest guardrail system linear feet or linear foot pounds per cubic foot granular backfill, #57 stone existing elevation cubic yard uft

RA

MNLTS

MSE

MGS

LNFT

lb/c

GB57

ex.or exist.

EL

CUYD

Riprap placement

:1

O c to b e r

S H

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SYMBOLS AND ABBREVIATIONS

PROJECT

A03

NO SCALE

100+93

BEGIN Schedule A, limits of the staging areas before mobilization.

See Subsection 156.07(d) for areas designated for staging. Verify the 5.

Keep two parking spaces open for trail users during the full closure.4.

signals (see Standard 635-9) when full roadway closures are not permitted.

Use lane closures with flaggers (see Standard 635-6) or temporary traffic3.

the full roadway closure.

according to Subsection 156.04. Install road closure signs 14 days prior to

Use a full roadway closure on Cunard River Access Road when permissible 2.

conditions as approved by the CO.

spacing of devices may change to fit fieldof the MUTCD. Final location and

Install temporary traffic control devices in accordance with the latest edition1.

NOTES:

CUNARD RIVER ACCESS ROAD

110+40

END Schedule B, and 121+40 to 121+90

119+30 to 119+65, 117+50 to 118+00, Schedule C, 105+86

END Schedule A, 107+68

BEGIN Schedule B, BARRICADE

MOUNT ON TYPE 3

ROAD

CLOSED

R11-2 light, Type A

Mount warning

See Note 5

First staging area, Special 2

Special 3

4 5

CLOSED

ROAD

AHEAD

CLOSED

ROAD

1000 FT

W20-3 W20-3

4.6" 44.8" 4.6"

54"

6"

6"D 4.5" 6"D 4.5" 6"D 4.5" 6"D 4.5" 6"D

6"

60"

BORDER

R=7.5"

TH=0.88"

IN=0.59"

5.65" 36.9" 5.65"

48"

6"

6"D 4.5" 6"D

7.5"

30"

BORDER

R=3.75"

TH=0.88"

IN=0.59"

See Notes 4 and 5

Second staging area, Special 3

5.65" 36.9" 5.65"

48"

6"

6"D 4.5" 6"D

7.5"

30"

BORDER

R=3.75"

TH=0.88"

IN=0.59"

4.6" 44.8" 4.6"

54"

27"

6"D

15"

6"

6"D 4.5" 6"D 4.5" 6"D 4.5" 6"D 4.5"

48"

BORDER

R=6"

TH=0.88"

IN=0.59"

Special 1

See Detail E635-15

Place Bipartisan Infrastructure Law sign, B ro o k ly n L o o p

U.S. DEPARTMENT OF TRANSPORTATION

NEW RIVER GORGE NATIONAL PARK AND PRESERVE

:3 o v e m b e r

C u n a r d

R iv e r A c c e s s R o a d

S h e

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LOCATION MAP

PROJECT

A04

PK

FHWAAC

18"x45.4' CPP

18"x32.6' CPP

.5

Long. 81.02289482°

Lat. 37.99867681°

PK

FHWAAC

Long. 81.02274757°

Lat. 38.00035613°

PK

Long. 81.02549687°

Lat. 38.00385596°

PK

PK

PK

PK

60D NAIL

PK

MON

MJ35014

PK

60D NAIL

PK

A z . 3

.2

ROUGH

ROAD

A z

.8

A z.

.1

.9

.2

A z .6

ELECTRIC

SPEED

LIMIT

18"x35.7' CPP

+ 2X3 PIER

A z . 1

.8 x

C P P

+S T

O N

E W

A L L

A z.

.3

CONC.

> 25FT HT.

18"x42' CPP

18"x58

.8' CPP

A z . 1

.9

.3

D CRAWL SPACE

Az. 101.3°

16.3'

18"x44.4' CPP A z .3

.2

3'

77.5'

Az. 280.8°

Az. 287.9°

18"x3 4.3' C

PP

.7

A z . 3

.9

Az. 98.4°

28.2'

.7

A z . 1

.9

6" C

PP D

RAINOUT. 1

.22'6" C

PP D

RAINOUT. 1

.58'

6" CPP DRAIN

OUT. 1175.06'

C P P D

R A

IN

O U T .3

21.

9'

A z .5

.8

Az.

1.9

6" CPP

OUT. 1212.54'

C

P P

O U

T .1

18"x35.9' CPP

A z . 3

.1

.3

26.2'

Az. 97.2°

A z . 1

.1

.2

N N N N

NNNN

N N N N

N

.2

A z.

0.

6°

PK

CP-PK1138.170363772.6001961587.270MJ35014

PK1284.220365539.3501961152.9704010

PK1258.350365295.6601961285.3804009

PK1222.510364988.3501961405.9904008

PK1193.720364708.6301961486.1604007

PK-60D1135.550364325.4701961723.1004006

PK1115.280364171.4401961714.4604005

PK1107.840363849.3201961653.9604004

PK1082.400363565.5101961716.7804003

PK-60D1065.400363853.8701961796.9704002

PK1065.780364002.9901961792.1304001

PK-FHWAAC1056.300364264.7301961944.8102002

PK1013.380363653.2401961902.2302001

CodeElevation Northing EastingName

Survey Project Coordinate List

Project : WV NP NERI 107(2)

Geoid Model : GEIOD 1980 (Conus)

Vert. Datum : NAVD88

Hor. Datum : NAD 1983 (Conus)

Zone : West Virignia South Zone

Coordinate System : US State Plane 1983 US Survey Foot

Azimuth angle shown is based on north axis at clockwise rotation.

NOTE:

:4

N o v e m b e r

S U

R V

E Y

I N

F O

R M

A T

IO

N

S h e

P R

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\C A

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\A W

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I (2 s u rv

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SURVEY INFORMATION

PROJECT

A05

:0 o v e m b e r

A li g n m e n t

C h a in

D e s c r ip ti o n

S h e

P R

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C T

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\1 (2

H

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\C A

D D

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W

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I (2 h o ri z o n ta l a li g n m e n t.

d g n

ALIGNMENT CHAIN DESCRIPTION

PROJECT

A06

:2

A o v e m b e r

A li g n m e n t

C h a in

D e s c r ip ti o n

S h e

P R

O J E

C T

S \n e ri

\1 (2

H

W Y

D

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\C A

D D

\A -A

W

V N

P N

E R

I (2 h o ri z o n ta l a li g n m e n t.

d g

A07

:3 u g u s t

A li g n m e n t

C h a in

D e s c r ip ti o n

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 \n e ri

\1

(2

H

W Y

D

E S

\C A

D D

\A

-A

W

V N

P N

E R

I

(2 h o ri z o n ta l a li g n m e n t.

d g

A08

:0 o v e m b e r

A li g n m e n t

C h a in

D e s c r ip ti o n

S h e

P R

O J E

C T

S \n e ri

\1 (2

H

W Y

D

E S

\C A

D D

\A -A

W

V N

P N

E R

I (2 h o ri z o n ta l a li g n m e n t.

d g

A09

:4 o v e m b e r

S u p e r e le v a ti o n T a b le s

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 \n e ri

\1 (2

H

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D

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\C A

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\A W

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I (2 s u p .d g

SUPERELEVATION TABLES

A10

:5 o v e m b e r

G u tt e r S lo p e T a b le s

S h e

C

P R

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C T

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(2 g u tt e r_ s lo p e s .d g

GUTTER SLOPE TABLES

A11

See sheet A11 for gutter cross slope table.8.

See sheet A10 for superelevation tables (e).7.

Final paving will be completed on a future project.6.

transition areas.

Adjust the slope as necessary in wall height 5.

Install paved waterway from 109+03 to 110+40.4.

Subsection 605.03.

Place screen in all outlet drains according to 3.

See the Standards and Details for more information.2.

See Section 255 for excavation requirements.1.

NOTES:

MNLTS = Minimum Nominal Long-term strength, see Subsection 714.04

Note:

For geogrid quantity calculations, add 4.5 ft to Reinforcement Length to account for wrapped face.*

Granular Backfill (#57 stone)Backfill Type

4000400040004000Reinforcement MNLTS, T (lb/cuft)

12182230Minimum Reinforcement Length*, L (ft)

1.51.51.51.5Reinforcement Vertical Spacing, S (ft)

8141921Reinforcement Layers, N

122128.531.5Maximum Wall Height, H (ft)

107+68 to 110+40103+95 to 105+86102+00 to 103+95100+93 to 102+00

Schedule BSchedule A

MECHANICALLY STABILIZED EARTH SCHEDULE

e e (see Note 7) ground

Existing waterway)

(behind paved

Existing ground

CL

Roadway posts with a 12" block

Remove and install MGS, Type 2, Class A steel Proposed profile grade

2% geotextile, Class 1, Type B

Separation-stabilization

Granular backfill (#57 stone)

Limits of Construction

E255-A

See Detail

Minimum Reinforcement Length, L

M a x im u m W a ll

H e ig h t, H

4' Min.

Embankment construction, place granular backfill (#57 stone) stone) backfill, (#57 place granular construction, Embankment

8"

Method A, Class 3

Place riprap

Place underdrain

Limit of excavation (see Note 1) or f latt er1V:1 .5H

Roadway excavation

10' Traveled Way 10' Traveled Way

2%

Top of MSE wall

Bottom of MSE wall

Reinforcement Vertical Spacing, S (ft) type 5 (Schedule B), see Note 4 asphalt. Construct paved waterway, Remove existing paved waterway, (see Note 8) concrete, 13-inch depth construct curb and gutter, gutter, concrete, Remove existing curb and

V :1

H and gutter)

(behind curb

Existing ground topsoil, 4-inch depth, and establish turf.

Place rolled erosion control product, Type 4, 1V:

2.5

H (se e N ote 5)

Roadway aggregate, Method 2, 11-inch depth

Roadway excavation, 6-inch depth

Separation-stabilization geotextile, Class 2, Type E

Removal of pavement, asphalt, 5-inch depth

4-inch depth

Aggregate-topsoil course, 4' flatter

2% or

3' Shldr.2' and establish turf topsoil, 4-inch depth, product, Type 4, Place rolled erosion control

4-inch depth

Aggregate-topsoil course, V :1

H

U.S. DEPARTMENT OF TRANSPORTATION

WELDED WIRE FACED MSE WALL

SCHEDULES A AND B

NEW RIVER GORGE NATIONAL PARK AND PRESERVE

:2 o v e m b e r

B

C u n a r d G a b io

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TYPICAL SECTION

PROJECT

B01

119+30 to 119+65 and 121+40 to 121+90 e geotextile, Class 1, Type B

Separation-stabilization or fla tte r1V:

2H

Existing ground

CL

Patch Vertical Spacing, S (ft)

Match existing profile grade

E255-B

See Detail

Traveled Way place granular backfill, #57 stone

Embankment construction, Roadway excavation

8"

13-inch depth curb and gutter, concrete, gutter, concrete, construct

Remove existing curb and

2%

1V:3H or f latter topsoil, 4-inch depth, and establish turf

Place rolled erosion control product, Type 4, Limit of excavation

117+50 to 118+00

Roadway aggregate, Method 2, 11-inch depth

Roadway excavation, 6-inch depth

Separation-stabilization geotextile, Class 2, Type E

Removal of pavement, asphalt, 5-inch depth

Limits of Construction

Traveled Way

Patch Length, L

15%

Final paving will be completed on a future project.2.

See the Standards and Details for more information.1.

NOTES:

e geotextile, Class 1, Type B

Separation-stabilization

4-inch depth

Aggregate-topsoil course, Existing ground

Patch Vertical Spacing, S (ft) E255-B

See Detail

Traveled Way

#57 stone backfill, place granular construction, Embankment

Roadway excavation

8"

2%

1V:1.5H

Limit of excavation

Limits of Construction

Traveled Way

Patch Length, L

D e p th

D

R e in f o r c e m e t

5%

CL

waterway, type 5 construct paved waterway, asphalt, Remove existing paved

MNLTS = Minimum Nominal Long-term strength, see Subsection 714.04

Note:

For geogrid quantity calculations, add 4.5 ft to Reinforcement Length to account for wrapped face.*

400040004000 Reinforcement MNLTS, T (lb/cuft)

262622 Patch Length*, L (ft)

1.51.51.5Patch Vertical Spacing, S (ft)

333Patch Layers, N

4.54.54.5Reinforcement Depth, D (ft)

121+40 to 121+90119+30 to 119+65117+50 to 118+00

Schedule C

DEEP PATCH REPAIR SCHEDULE

Bottom of reinforcement depth

Top of reinforcement depth information see sheet D05 for more at 118+00, outlet connection

Install underdrain and

Place riprap method A, Class 3

Bottom of reinforcement depth

Top of reinforcement depth

Maintain existing ditch elevation

Roadway aggregate, Method 2, 11-inch depth

Roadway excavation, 6-inch depth

Separation-stabilization geotextile, Class 2, Type E

Removal of pavement, asphalt, 5-inch depth

Match existing profile grade

4-inch depth

Aggregate-topsoil course, Shldr.

Shldr.

Class A steel posts with a 12" block

Remove and install MGS, Type 2, 4'3'10'10' and establish turf topsoil, 4-inch depth, control product, Type 4, Place rolled erosion and establish turf topsoil, 4-inch depth, product, Type 4, erosion control

Place rolled

2' minimum for the outlet drain

Limit of excavation for the deep patch

Limit of excavation

D e p th

D

R e in f o r c e m e t

U.S. DEPARTMENT OF TRANSPORTATION

WELDED WIRE FACE DEEP PATCH REPAIR

SCHEDULE C

NEW RIVER GORGE NATIONAL PARK AND PRESERVE

:0 o v e m b e r

B

D e e p

P a tc h

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TYPICAL SECTION

PROJECT

B02

Sheet 1 of 3

SCHEDULE A

:3 o v e m b e r

T a b u la ti o n o f Q u a n ti ti e s

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TABULATION OF QUANTITIES

PROJECT

C01

Sheet 2 of 3

SCHEDULE B

:3 o v e m b e r

T a b u la ti o n o f Q u a n ti ti e

P R

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TABULATION OF QUANTITIES

PROJECT

C02

Sheet 3 of 3

SCHEDULE C

:4 o v e m b e r

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TABULATION OF QUANTITIES

PROJECT

C03

Sheet 1 of 6

:2

N o v e m b e r

S u m m a r ie s a n d S c h e d u le

P R

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SUMMARIES AND SCHEDULES

PROJECT

C04

Sheet 2 of 6

:5

N o v e m b e r

S u m m a r ie s a n d S c h e d u le

P R

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SUMMARIES AND SCHEDULES

PROJECT

C05

Sheet 3 of 6

:5

N o v e m b e r

S u m m a r ie s a n d S c h e d u le

P R

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SUMMARIES AND SCHEDULES

PROJECT

C06

Sheet 4 of 6

:3

N o v e m b e r

S u m m a r ie s a n d S c h e d u le

P R

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SUMMARIES AND SCHEDULES

PROJECT

C07

Sheet 5 of 6

:5

N o v e m b e r

S u m m a r ie s a n d S c h e d u le

P R

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SUMMARIES AND SCHEDULES

PROJECT

C08

Sheet 6 of 6

:5

N o v e m b e r

S u m m a r ie s a n d S c h e d u le

P R

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SUMMARIES AND SCHEDULES

PROJECT

C09

GABION WALL

+ GABION WALL

PK

DAMAGE

ROAD

PK

METAL GUARDRAIL

100+93.00

BEGIN WORK

from 100+93 to 105+86

Aggregate, Method 2 pavement with Roadway

Remove and reconstruct

(See note 1) sections 98+18 to 110+40

Remove existing guardrail and terminal

101+38.78 drainage items, Sections for installation of inlet and see the Drainage Cross

Remove the existing culvert and

102+72.49 drainage items, Sections for installation of inlet and see the Drainage Cross

Remove the existing culvert and

NOTES:

1. Verify the limits of removal of existing guardrail and terminal section system.

Install MGS guardrail and terminal section in the locations of the existing system.

2. Before work begins, submit methods for approval to connect the proposed MSE wall to the existing wall.

3. Refer to the Superelevation Tables for pavement superelevation.

105+86.00

END WORK

104+98.60 of drainage items, Cross Sections for installation and inlet and see the Drainage

Remove the existing culvert

Proposed bottom of MSE wall

Proposed edge of shoulder

105+86.00 (See Note 2)

Tie MSE wall to existing wall class 3

Place rip rap, Place rip rap, class 3

Place rip rap, class 3

CUNARD R

IVER ACCESS ROAD

See Note

See Note 1

C1

C2

C3

C4

C5

C6

100+93 to 105+86

Install curb and gutter, 100+93.00

10.82' right, Edge of travelway, 100+93.00

10.03' left, Edge of travelway, 101+13.00

10.00' right, Edge of travelway, 101+13.00

10.00' left, Edge of travelway, 105+65

10.00' right, Edge of travelway, 105+65

10.00' left, Edge of travelway, 105+86

9.87' right, Edge of travelway, 105+86

9.10' left, Edge of travelway, 10'

10' 100+93 pavement, Sawcut

105+86

Sawcut pavement, Install MGS, Type 2, Class A steel posts, see Note 1

Slope stake limits (typ.)

Remove existing curb and gutter

100+93 to 105+86

N

N=365220.0893

E=1961311.1189

PI 103+24.06

Δ = 28°04'00"

R = 150.00'

T = 37.49'

L = 73.48'

PI 101+13.38

Δ = 25°31'41"

R = 90.00'

T = 20.39'

L = 40.10'

PI 100+49.96

Δ = 29°06'38"

R = 85.00'

T = 22.07'

L = 43.19'

PI 102+12.96

Δ = 34°53'59"

R = 130.00'

T = 40.86'

L = 79.18'

C1 C2 C3 C4

N=364763.9224

E=1961478.4728

C5 C6

SCALE IN FEET

0 20 40

U.S. DEPARTMENT OF TRANSPORTATION

CUNARD RIVER ACCESS ROAD

SCHEDULE A

NEW RIVER GORGE NATIONAL PARK AND PRESERVE

S4 1°4

1'3 8"E

S12°35'00"E S38

°06 '41

"E S03°12'42"E

S31°1 6'42"

E S14°42'37"E

S18°20'20"E

.9

.0

.5

C 1

.8

C 1

.1

.2

.6

.0

P O

B

PI 104+99.46

Δ = 03°37'43"

R = 650.00'

T = 20.59'

L = 41.17'

PI 104+07.23

Δ = 16°34'05"

R = 100.00'

T = 14.56'

L = 28.29'

:2 o v e m b e r

P L

P R

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C u n a rd

R iv e r

A c c e s s R o a d .d g n

PLAN

PROJECT

D01

Proposed profile grade

Bottom of MSE wall bottom of MSE wall

Existing ground at

Top of MSE wall

Existing ground

101+38.78, See K Sheets

48" pipe culvert

Sheets

102+72.49, See K

48" pipe culvert

Sheets

48" pipe culvert 104+98.60, See K

Sheets

102+72.49, See K

24" pipe culvert

Sheets

101+38.78, See K

24" pipe culvert

Sheets

104+98.60, See K

24" pipe culvert

100+93.00

BEGIN WORK,

105+86.00

END WORK,

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROFILE

SCHEDULE A

100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50

1,150 1,150

1,160 1,160

1,170 1,170

1,180 1,180

1,190 1,190

1,200 1,200

1,210 1,210

1,220 1,220

1,230 1,230

1,240 1,240

1,250 1,250

1,260 1,260

1,270 1,270

1,280 1,280

1,290 1,290

1,300 1,300

-12.28%

-15.89%

-1.03%

.1

.2

.9

.4

' VC175

16K =

'184SSD =

' VC105

7K =

'67HLSD =

,2

.4

100+93.00

El.= 1,208.00

101+21.00

El.= 1,205.33

101+29.00

El.= 1,202.00

101+69.00

El.= 1,199.00

101+77.00

El.= 1,196.00

102+49.00

El.= 1,193.00

102+57.00

El.= 1,190.33

104+57.00

El.= 1,187.00

104+65.00

El.= 1,185.67

104+97.00

El.= 1,184.00

105+86.00

El.= 1,184.00

105+86.00

El.= 1,199.00

100+93.00

El.= 1,239.50

101+21.00

El.= 1,236.50

101+29.00

El.= 1,233.50

101+53.00

El.= 1,230.50

101+69.00

El.= 1,227.50 101+77.00

El.= 1,224.50

102+33.00

El.= 1,223.00

102+49.00

El.= 1,221.50

102+57.00

El.= 1,218.50

104+09.00

El.= 1,215.50

104+17.00

El.= 1,214.00

104+57.00

El.= 1,211.00

104+73.00

El.= 1,208.00

104+81.00

El.= 1,206.50 104+97.00

El.= 1,205.00

105+29.00

El.= 1,202.00

105+37.00

El.= 1,200.50

105+61.00

El.= 1,199.00

:4 o v e m b e r

C u n a r d

R iv e r A c c e s s R d

P r o f il e

S h e

P R

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PROJECT

D02

60D NAIL

DAMAGE

ROAD

DAMAGE

ROAD+

(See note 1)

110+40 terminal sections 98+18 to

Remove existing guardrail and

107+68.00

BEGIN WORK

drainage items, 109+00.41

Sections for installation of and see the Drainage Cross

Remove existing culvert and inlet

NOTES:

1. Verify the limits of removal of existing guardrail and terminal section system.

Install MGS guardrail and terminal section in the locations of the existing system.

2. Before work begins, submit methods for approval to connect the proposed MSE wall to the existing wall.

3. Refer to the Superelevation Tables for pavement superelevation.

110+40.00

END WORK

see Note 1

Install MGS, Type 2, Class A steel posts, Proposed edge of shoulder

Slope stake limit (typ.)

107+68.00 (See Note 2)

Tie MSE wall to existing wall

Place rip rap, class 3

109+03 to 110+40

Remove existing paved waterway

109+03 to 110+40

Install paved waterway, Type 5

C7

C8

107+68 to 109+03

Remove existing curb and gutter

107+68 to 109+03

Install curb and gutter, Proposed bottom of MSE wall

110+15

Install MGS tangent terminal

107+68

11.00' Left, Edge of travelway, 107+68

8.62' Right, Edge of travelway, 107+90

10.00' Right, Edge of travelway, 107+90

10.00' Left, Edge of travelway, 109+03

Elevation = 1,157.82', 11.50' Right, centerline, Paved waterway

109+31

Elevation = 1,154.34', 14.00' Right, centerline, Paved waterway

109+90

Elevation = 1,148.31'

14.00' Right, centerline, Paved waterway

110+40

Elevation = 1,141.45'

13.06' Right, centerline, waterway

Paved

110+40

10.42' Right, Edge of travelway, 110+20

10.00' Left, Edge of travelway, 110+40

10.11' Left, Edge of travelway, 110+30

Elevation = 1,143.15', 13.12' Right, centerlihe, waterway

Paved

Edge of travelway, 10.00' Right, 110+20

10'

10' to 110+40.00 from 107+68.00

Method 2, Aggregate, Roadway pavement with reconstruct

Remove and

107+68

Sawcut pavement, 110+40

Sawcut pavement, N

N=364592.6558

E=1961539.6264

CUNARD RIVER ACCESS ROAD

PI 108+00.13

Δ = 23°47'30"

R = 440.00'

T = 92.69'

L = 182.71'

C7

N=364379.5389

E=1961694.4342

PI 110+28.20

Δ = 31°55'53"

R = 340.00'

T = 97.27'

L = 189.48'

C8

U.S. DEPARTMENT OF TRANSPORTATION

CUNARD RIVER ACCESS ROAD

SCHEDULE B

NEW RIVER GORGE NATIONAL PARK AND PRESERVE

S42 °07 '50

"E S10°11'57"E

.4

.1

.4

:2 o v e m b e r

C u n a r d

R iv e r A c c e s s R d

P la n

S h e

P R

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H

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C u n a rd

R iv e r

A c c e s s R o a d .d g n

PLAN

PROJECT

D03

Proposed profile grade

Bottom of MSE wall

Existing ground at bottom of MSE wall

Top of MSE wall

Existing ground

Sheets

109+00.41 See K

48" pipe Culvert

Sheets

109+00.41 See K

24" pipe Culvert 107+68.00

BEGIN WORK,

110+40

END WORK,

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROFILE

SCHEDULE B

106+00 106+50 107+00 107+50 108+00 108+50 109+00 109+50 110+00

1,100 1,100

1,110 1,110

1,120 1,120

1,130 1,130

1,140 1,140

1,150 1,150

1,160 1,160

1,170 1,170

1,180 1,180

1,190 1,190

1,200 1,200

1,210 1,210

1,220 1,220

1,230 1,230

1,240 1,240

1,250 1,250

110+50 111+00 111+50

-12.28%

-15.45%

-13.79%

-13.36%

-8.53%

.5

.1

.0

.5

.0

.0

' VC61

29K =

'547SSD =

' VC60

11K =

'235SSD =

' VC60

9K =

'79HLSD =

,1

.2

107+68.00

El.= 1,174.00

107+84.00

El.= 1,172.50

107+92.00

El.= 1,171.00

108+08.00

El.= 1,168.00

108+24.00

El.= 1,165.00 108+40.00

El.= 1,162.00

108+64.00

El.= 1,159.00

108+80.00

El.= 1,157.50

108+88.00

El.= 1,156.00

109+12.00

El.= 1,153.00

109+36.00

El.= 1,150.00

109+68.00

El.= 1,148.50

109+84.00

El.= 1,147.00

110+00.00

El.= 1,145.50

110+08.00

El.= 1,144.00

110+24.00

El.= 1,142.50

110+32.00

El.= 1,141.00

107+68.00

El.= 1,162.00

107+92.00

El.= 1,159.00

108+08.00

El.= 1,156.33

108+24.00

El.= 1,153.33

108+40.00

El.= 1,150.33

108+64.00

El.= 1,147.00

108+88.00

El.= 1,144.00

109+12.00

El.= 1,141.33

109+36.00

El.= 1,138.00

110+08.00

El.= 1,135.00

110+40.00

El.= 1,135.00

:5 o v e m b e r

C u n a r d

R iv e r A c c e s s R d

P r o f il e

S h e

P R

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PROJECT

D04

K

P I E

R

P I E

R

P I E

R

D

NAI

L

X P I E

R

G A B

IO

N B

O T T O

M

ROCK OUTCROP

P K

STO

N E

W

ALL

DAMAGE

ROAD

DAMAGE

ROAD

DAMAGE

ROAD

W A

S H

O U

T

F T H

T

F T H

T

PK

DAMAGE

ROAD

DAMAGE

ROAD

D C

R A

W L S

P A

C E

GPS

MJ35014

NOTES:

1. Verify the limits of removal of the existing guardrail and terminal section system. Install

MGS guardrail in the location of the existing system. Place a special trailing end terminal at station 118+68.

2. Install an elbow joint to join the underdrain outlet with an extended section of non-perforated pipe. Bury the underdrain outlet pipe, elbow, and the extended section in a trench to achieve positive drainage at the end that is flush with the ground surface. Pipe locations may be adjusted to fit field conditions as approved by CO. Add riprap, Method A, Class 3 at the outlet.

3. Refer to the Superelevation Tables for pavement superelevation.

4. Sawcut the pavement at the beginning and ending of each geotechnical deep patch.

5. Use conserved topsoil before bringing in new topsoil.

121+90

END WORK

119+65

END WORK

119+30

BEGIN WORK

121+40

BEGIN WORK

117+50

BEGIN WORK

118+00

END WORK

to 121+90, see Note 4 a geotechnical deep patch from 121+40

Remove pavement and reconstruct with width = 1', see Note 4

119+30 to 119+65, right shoulder a geotechnical deep patch from

Remove pavement and reconstruct with from 117+50 to 118+00, see Note 4 with a geotechnical deep patch

Remove pavement and reconstruct

(See Note 2)

1082.50'

22.00', Elev =

118+20, Offset

End outlet pipe

C11

C15 C14

C13

C12

C16

(See Note 1)

119+61

118+68 to sections, and terminal guardrail existing

Remove

Place riprap, class 3

Note 2) joint (See

Install elbow

119+65

119+40 to tangent terminal, Install MGS

Install MGS guardrail, Class A, steel post 118+68 to 119+40

121+00

120+75 to tangent terminal, Install MGS steel post, 121+00 to 121+90

Install MGS guardrail, Class A, 121+90 to 122+15

Install MGS tangent terminal, 117+50 to 117+60

9.50' Left, 9.25' to

Edge of travelway, 118+00

117+90 to

10.65' Left, 9.50' to

Edge of travelway, 117+60

117+50 to

9.50' Right, 9.54' to travelway, Edge of

117+90 to 118+00

9.50' to 9.22' Right, Edge of travelway, 12.00' Left

12.25' to

119+40, 119+30 to

Edge of travelway, 119+30 to 119+65 paved waterway, Type 5, Remove and install

10.80' to 10.00', Left

121+40 to 121+50, Edge of travelway, 12.00' Left

119+65, Edge of travelway, Edge of travelway, 121+40 to 121+50, 10.00' to 9.80', Left

121+40 to 121+90 paved waterway, Type 5, Remove and install

117+50 to 118+00 curb and gutter, Remove and install

10'

10'

Slope stake limit (typ.)

N

N= 363,873.3441

E= 1,961,793.4604

N= 363,652.6990

E= 1,961,756.3325

N= 363,619.4509

E= 1,961,745.6283

N= 363,826.1198

E= 1,961,777.2082

N=363,677.6294

E=1,961,684.1397

N=363,677.6294

E=19,61,683.7665

PI 121+18.01

Δ = 15°47'27" (RT)

R = 365.00' T = 50.62' L = 100.59'

PI 119+38.89

Δ = 34°55'27" (LT)

R = 158.25' T = 49.78' L = 96.46'

PI 116+86.18

Δ = 11°32'01" (LT)

R = 260.00' T = 26.26' L = 52.34'

PI 114+29.56

Δ = 24°48'39" (LT)

R = 335.00' T = 73.69' L = 145.06'

PI 119+24.24

Δ = 152°21'20" (LT)

R = 25.00' T = 101.61' L = 66.48'

C10

CUNARD RIVER ACCESS ROAD

C11 C12 C13 C14

C10

C15 C16

U.S. DEPARTMENT OF TRANSPORTATION

CUNARD RIVER ACCESS ROAD

SCHEDULE C

NEW RIVER GORGE NATIONAL PARK AND PRESERVE

S22°23'38"W

S02°25'01"E

N04°03'51 "E

N19° 51'

18" E

N15°37'22"W

.6

R C

118+ 89.11

PC

.7

.2

R

C

.3

.8

P O

E

PI 122+57.58

Δ = 35°28'39" (LT)

R = 115.00' T = 36.79' L = 71.21'

PI 117+68.36

Δ = 00°00'00" (RT)

R = 0.00' T = 0.00' L = 0.00'

:2

N o v e m b e r

C u n a rd

R iv e rA c c e s s R d

P la n

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D E

S \C

A D

D \D

-D

W V

N P

N E

R I

(2

C u n a rd

R iv e r

A c c e s s R o a d .d g n

PLAN

PROJECT

D05 see Detail ET 602-5A

Install 24" pipe culvert 24 LF, see Detail ET 602-5A

Install 48" pipe culvert 24 LF, Elevation 1235.25'

101+38, Proposed invert inlet, Elevation 1234.00'

101+39, Proposed invert outlet, see Detail E604-A

Install manhole type A, Elevation 1203.54'

101+39, Proposed invert inlet, Elevation 1202.00'

101+40, Proposed invert outlet, Remove existing pipe

Method A, Class 3

Place riprap, 101+38, grate FL Elev. 1239.94'

Proposed Type 4D inlet (See Detail E604-02), 14.96' Left

101+40, Elevation 1239.61', Top of manhole, for gutter cross slope

See the Gutter Slope Tables

U.S. DEPARTMENT OF TRANSPORTATION

CUNARD RIVER ACCESS ROAD

NEW RIVER GORGE NATIONAL PARK AND PRESERVE

DRAINAGE PROFILE

STA. 101+38.78

101+38.78

-60 -50 -40 -30 -20 -10 0 10 20

1,190 1,190

1,200 1,200

1,210 1,210

1,220 1,220

1,230 1,230

1,240 1,240

1,250 1,250

1,260 1,260

1,240.20Des Grade =

Slope 6.42%

Slope 5.21%

Key-in

2' x 2'

20'

-20%

20'

-60 -50 -40 -30 -20 -10 0 10 20

1,190

1,200

1,210

1,220

1,230

1,240

1,250

1,260

-4.4% +4.0% 1:5.4

CL

1,239.28 Subgrade =

1,239.97 Original Grnd =

Skew = 6.81°

:5

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N o v e m b e r

K01

NPS Drwg No. 637/188071 NPS PMIS No. 258999

NUMBER

See Detail ET 602-5A

Install 48" pipe culvert 17.3 LF, Method A, Class 3

Place riprap, for gutter cross slope

See Gutter Slope Tables to receive 12' frame.

Modify inlet box length

102+72.49, grate FL Elev. 1222.69', Proposed Type 4D inlet (See Detail E604-02A), 17.53' Left

102+71, Elevation 1223.77', Top of manhole, Elevation 1191.54'

102+72.49, Proposed invert inlet, Elevation 1218.00'

102+72.49, Proposed invert inlet, see Detail ET 602-5A

Install 24" pipe culvert 24 LF, Elevation 1216.75'

102+72.49, Proposed invert outlet, Elevation 1190.00'

102+72.49, Proposed invert outlet, see Detail E604-A

Install manhole type A, U.S. DEPARTMENT OF TRANSPORTATION

CUNARD RIVER ACCESS ROAD

NEW RIVER GORGE NATIONAL PARK AND PRESERVE

DRAINAGE PROFILE

STA. 102+72.49

102+72.49

-70 -60 -50 -40 -30 -20 -10 0 10

1,180 1,180

1,190 1,190

1,200 1,200

1,210 1,210

1,220 1,220

1,230 1,230

1:6.2

30'

Slope 9.1 1%

Key-in

2' x 2'

Slope 5.21%

-70 -60 -50 -40 -30 -20 -10 0 10

1,180 1,180

1,190 1,190

1,200 1,200

1,210 1,210

1,220 1,220

1,230 1,230

-1.2% -4.3%

CL

1,223.97 Des Grade =

1,223.05 Subgrade =

1,223.60 Original Grnd =

30'

Skew = -6.03°

:5

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N o v e m b e r

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K02

NPS Drwg No. 637/188071 NPS PMIS No. 258999

NUMBER

Method A, Class 3

Place riprap, Elevation 1187.00'

104+98.60, Proposed invert outlet, Elevation 1206.04'

104+98.60, Proposed invert inlet, gutter cross slope

See Gutter Slope Tables for

104+98.60, grate FL Elev. 1210.73'

Proposed Type 4D inlet (See Detail E604-02), see Detail ET 602-5A

Install 24" pipe culvert 24 LF, Elevation 1204.80'

104+98.60, Proposed invert outlet, Elevation 1188.54'

104+98.60, Proposed invert outlet, see Detail ET 602-5A

Install 48" pipe culvert 14.9 LF, see Detail E604-A

Install manhole type A, 15.99' Left

104+99, Elevation 1210.66', Top of manhole, U.S. DEPARTMENT OF TRANSPORTATION

CUNARD RIVER ACCESS ROAD

NEW RIVER GORGE NATIONAL PARK AND PRESERVE

DRAINAGE PROFILE

STA. 104+98.60

104+98.60

-60 -50 -40 -30 -20 -10 0 10 20

1,160 1,160

1,170 1,170

1,180 1,180

1,190 1,190

1,200 1,200

1,210 1,210

1,220 1,220

1,230 1,230

13'

Key-in

2' x 2'

Slope 5.21%

Slope 1 0.69%

-60 -50 -40 -30 -20 -10 0 10 20

1,160 1,160

1,170 1,170

1,180 1,180

1,190 1,190

1,200 1,200

1,210 1,210

1,220 1,220

1,230 1,230

-3.2% +3.2% 1:5.9

CL

1,211.08 Des Grade = 1,210.16 Subgrade =

1,211.03 Original Grnd =

13'

-20%

Skew = 1.09°

:2

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:2

N o v e m b e r

:2

N o v e m b e r

K03

NPS Drwg No. 637/188071 NPS PMIS No. 258999

NUMBER

Elevation 1144.00'

109+00.41, Proposed invert outlet, gutter cross slope

See Gutter Slope Tables for

109+00.41, grate FL Elev. 1157.81'

Proposed Type 4D inlet (See Detail E604-02), Elevation 1153.12'

109+00.41, Proposed invert inlet, see Detail ET 602-05A

Install 24" pipe culvert 24 LF, 16.03' Left

109+00, Elevation 1158.33', Top of manhole, Elevation 1151.87'

109+00.41, Proposed invert outlet, Method A, Class 3

Place riprap, see Detail ET 602-05A

Install 48" pipe culvert 9.6 LF, Elevation 1145.54'

102+72.49, Proposed invert inlet, see Detail E604-A

Install manhole type A, U.S. DEPARTMENT OF TRANSPORTATION

CUNARD RIVER ACCESS ROAD

NEW RIVER GORGE NATIONAL PARK AND PRESERVE

DRAINAGE PROFILE

STA. 109+00.41

109+00.41

-60 -50 -40 -30 -20 -10 0 10 20

1,130 1,130

1,140 1,140

1,150 1,150

1,160 1,160

1,170 1,170

Slope 5.21%

30'

Key-in

2' x 2'

Slope 17.5

8%

109+00.41

-60 -50 -40 -30 -20 -10 0 10 20

1,130 1,130

1,140 1,140

1,150 1,150

1,160 1,160

1,170 1,170

-1.8% +1.8%

CL

1,158.60 Des Grade =

1,157.68 Subgrade =

30'

-20%

Original Grnd = 1,158.57

Skew = 0.38°

:2

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:2

N o v e m b e r

:2

N o v e m b e r

K04

NPS Drwg No. 637/188071 NPS PMIS No. 258999

NUMBER

Direct storm water to vegetated buffer areas and do not discharge directly into surface waters.

measures.

Do not allow any construction equipment to operate on or access the down-slope side of the perimeter control

Do not allow construction vehicles to track sediment outside the project limits.

No construction access will be permitted through a wetland or waterway.

Officer (CO).

Do not modify the type, size, or location of any control or practice without prior approval from the Contracting for Construction of Roads and Bridges on Federal Highway Projects, FP-14, and the Special Contract Requirements.

measures consist of soil erosion control measures which are also defined and outlined in the Standard Specifications sedimentation of rivers, streams, and impoundments such as lakes, reservoirs, bays, and coastal waters. The

The work consists of applying measures throughout the life of the project to control erosion and to minimize the

The Erosion & Sediment Control Narrative is meant as a guideline for preventing erosion and controlling sediment.

General Guidelines

Response Center at 1-800-424-8802.

requirements under 40 CFR 112. Report spills large enough to discharge to surface waters to the National

Develop and implement a Spill Prevention Control and Countermeasures (SPCC) plan following the material according to Federal, State, and local regulations.

waste materials. Do not dispose of hazardous waste materials into the on-site dumpsters. Dispose of

Store all hazardous waste materials in appropriate and clearly marked containers away from other non-battery fluid. If feasible, conduct these activities in a covered area to avoid contact with storm water.

maintenance could generate spills, leaks, and hazardous wastes like motor oil, diesel, gasoline, and

Hazardous waste will not be generated from normal construction activities. Equipment fueling and containers. Collect and store all waste in dumpsters, or in metal or plastic drums, as appropriate.

Solid waste generated from the project will consist of construction debris, garbage, and empty prevent contamination from fuels, lubricants, hydraulic fluids, or other toxic materials.

Inspect and maintain on a regular basis, all mechanized equipment used in or near surface water to

Waste, garbage, sanitary waste

Soaps, solvents used for vehicle washing

Fuels, oils, equipment-related compounds

Wash-water from concrete, paint, curing compounds, and other construction materials

The following discharges are prohibited:

Prohibited Discharges

No new impervious surface will be created under work of this project.

The receiving water is the New River.

at Schedule A (MSE wall), 0.42 acres at Schedule B (MSE wall) and 0.13 acres at Schedule C (deep patches).

guardrail installation and slope stabilization. The total disturbed areas for the three locations is approximately 0.85 acres

Soil disturbing activities include clearing and grubbing, reinforced soil slope construction, roadway reconstruction, miscellaneous work.

roadway sections, gravel resurfacing, guardrail replacement with MGS, drainage improvements, and other

Schedule C: Construction of welded wire face deep patch repairs, reconstruction of miscellaneous work.

roadway sections, gravel resurfacing, guardrail replacement with MGS, drainage improvements, and other

Schedule B: Construction of Mechanically Stabilized Earth (MSE) walls, reconstruction of miscellaneous work.

roadway sections, gravel resurfacing, guardrail replacement with MGS, drainage improvements, and other

Schedule A: Construction of Mechanically Stabilized Earth (MSE) walls, welded wire face deep patch repairs, reconstruction of

Project Description

Record the inspection date and summary of findings within 24 hours of completing a site inspection.

Construction exit - maintain travel through all exits and clean debris within the roadway and excavation areas.

Sediment traps - inspect sediment traps regularly and clean sediment deposits from trap.

device. Dispose of the sediment legally off-site.

Fiber roll - remove sediment deposits from behind the fiber roll when they reach half the height of the end of the day.

0.25 inches or more, and daily during wet weather. Repair or replace any damaged measures by the

Check and maintain erosion control measures once every 7 days and within 24 hours after a rain of according to Section 157, the details shown in the plans, and the individual permitting requirements.

Unless stated otherwise, construct and maintain all vegetated and structural erosion control practices

Maintenance and Inspection Procedures

Remove all other perimeter controls when directed by the CO.

Remove fiber roll only after all upslope areas are stabilized and vegetation is well established.

Remove all devices used for dewatering.

Inspect, clean, and repair all culvert outlet protection, riprap basins, and stabilized channels.

where vegetation has not established.

Where necessary, replace eroded topsoil and re-apply permanent turf establishment to disturbed areas

Finish grading, place riprap, and apply permanent turf establishment to any remaining disturbed areas.

After completion of roadway construction, do the following as directed by the CO:

Phase III Final Construction / Stabilization areas.

Provide watering for dust control within the construction limits, on active haul roads, and in pits and staging stockpiles remaining in place longer than 14 days within 7 days of stockpiling.

Provide fiber roll around all stockpiled excavated roadway material. Apply temporary turf establishment to culverts.

and are stabilized (with vegetation, riprap, or pavement) before routing drainage through completed

Upon completion of culverts, ensure that culvert entrances, outlets, and outlet channels are at final grade runoff.

At the end of each day’s grading operations, shape earthwork to minimize and control erosion from storm within 7 days. Apply permanent turf establishment to the finished slopes according to Section 625.

Apply temporary turf establishment in disturbed areas that will remain exposed for over 14 calendar days problems.

The CO may direct installation of certain controls in order to forestall or mitigate potential or existing erosion

Apply intermediate controls during rough grading operations.

Phase II Intermediate Controls construction limits.

does not leave the project site. Perimeter controls include fiber roll and other specified measures outside the Prior to any clearing, grubbing, or excavation, construct perimeter controls to ensure that disturbed sediment

Phase I Establish Perimeter Controls

Sequence of Construction

:3 o v e m b e r

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d g n

NARRATIVE

EROSION AND SEDIMENT CONTROL

PROJECT

M01

GABION WALL

+ GABION WALL

PK

DAMAGE

ROAD

PK

METAL GUARDRAIL

N

Install fiber roll (typ.)

Slope stake limits

Place riprap, Method A, Class 3 (typ.)

CUNARD R

IVER A

CCESS

ROAD

N=365220.0893

E=1961311.1189

100+93.00

BEGIN WORK

105+86.00

END WORK

N=364763.9224

E=1961478.4728

NOTES:

1. Obtain approval for the limits of the construction exit.

2. See the Standards and Details for more information.

100+93

Schedule A, see Note 1, exit prior to construction of

Install temporary construction

Limit of disturbance

SCHEDULE A

:3 o v e m b e r

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(2

C u n a rd

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A c c e s s R o a d

.d g n

PLAN

EROSION AND SEDIMENT CONTROL

PROJECT

M02

60D NAIL

DAMAGE

ROAD

DAMAGE

ROAD+

N

Install fiber roll (typ.)

Slope stake limits

CUNARD RIVER ACCESS ROAD

Place riprap, Method A, Class 3 (typ.)

110+40.00

END WORK

N=364379.5389

E=1961694.4342

N=364592.6558

E=1961539.6264

107+68.00

BEGIN WORK

NOTES:

1. Obtain approval for the limits of the construction exit.

2. See the Standards and Details for more information.

109+00

Schedule A, during construction of

Install inlet protection

107+68 of Schedule B, see Note 1, exit prior to the construction

Install temporary construction

Limit of disturbance

110+77

Install inlet protection, SCHEDULE B

:3 o v e m b e r

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R iv e r A c c e s s R d

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PLAN

EROSION AND SEDIMENT CONTROL

PROJECT

M03

K

P I E

R

P I E

R

P I E

R

D

NAI

L

PK

X P I E

R

G A B

IO

N B

O T T O

M

ROCK OUTCROP

P K

STO

N E

W

ALL

C O

N C

DAMAGE

ROAD

DAMAGE

ROAD

DAMAGE

ROAD

W A

S H

O U

T

F T H

T

F T H

T

PK

DAMAGE

ROAD

DAMAGE

ROAD

D C

R A

W L S

P A

C E

GPS

MJ35014

Slope stake limits

Slope stake limits

Slope stake limits

Install fiber roll (typ.)

Install fiber roll (typ.)

118+40

Method A, Class 3, placement of riprap, sediment trap prior to

Install and remove

CUNARD RIVER ACCESS ROAD

N= 363,826.1198

E= 1,961,777.2082

121+40

BEGIN WORK

121+90

END WORK

N= 363,873.3441

E= 1,961,793.4604

N= 363,652.6990

E= 1,961,756.3325

119+65

END WORK

N= 363,619.4509

E= 1,961,745.6283

119+30

BEGIN WORK

N=363,677.6294

E=1,961,684.1397

117+50

BEGIN WORK

N=363,677.6294

E=19,61,683.7665

118+00

END WORK

NOTES:

1. Obtain approval for the limits of the construction exit.

2. See the Standards and Details for more information.

121+25

Install inlet protection, 122+67

Install inlet protection, 117+50 see Note 1, to construction of Schedule C, Install temporary construction exit prior

Limit of disturbance

Limit of disturbance

Limit of disturbance

Install sediment trap, 118+50

SCHEDULE C

SCALE IN FEET

0 20 40

S22°23'38"W

S02°25'01"E

N04°03 '51"E

N19 °5

1'1 8"

E

N15°37'22"W

:0

N o v e m b e r

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PLAN

EROSION AND SEDIMENT CONTROL

PROJECT

M04

100+93.00

BEGIN WORK

105+86.00

END WORK

CUNARD R

IVER ACCESS ROAD

100+00

W8-12 signs

Install W8-8 and

105+86

W8-12 signs

Install W8-8 and

NOTE:

All striping will be placed after placement of the asphalt pavement layer during construction of project WV NP NERI 107(3).

N

N=365220.0893

E=1961311.1189

N=364763.9224

E=1961478.4728

ROUGH

ROAD

NO

CENTER

LINE

ROUGH

ROAD

NO

CENTER

LINE

U.S. DEPARTMENT OF TRANSPORTATION

CUNARD RIVER ACCESS ROAD

SCHEDULE A

NEW RIVER GORGE NATIONAL PARK AND PRESERVE

:5 o v e m b e r

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SIGNING PLAN

PROJECT

P01

107+68.00

BEGIN WORK

110+40.00

END WORK

111+40

W8-12 signs

Install W8-8 and

107+00

W8-12 signs

Install W8-8 and

NOTE:

All striping will be placed after placement of the asphalt pavement layer during construction of project WV NP NERI 107(3).

N

N=364592.6558

E=1961539.6264

N=364379.5389

E=1961694.4342

ROUGH

ROAD

NO

CENTER

LINE

ROUGH

ROAD

NO

CENTER

LINE

NO. DATE BY REVISION