Plans - FW_CAVA 102(1) 905(1).pdf

NATIONAL WILDLIFE REFUGE

U.S. DEPARTMENT OF THE INTERIOR

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH:

ADT (2020)

ADT (2030)

DHV

%Truck

D

V (MPH)

SPECIFICATIONS:

INDEX TO SHEETS

PLANS FOR PROPOSED

SAMMS # 10040592

DESIGN DESIGNATION:

TUCKER COUNTY, WEST VIRGINIA

e(max)

C/A

Know what'sbelow.

before you dig.Call

R

U.S. FISH AND WILDLIFE SERVICE

LANE MILES:

STATE PROJECT

NUMBER

SHEET

a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \A

1-

C A

V A

C a m p

R O

A D tt l.

d g n

BRIDGE:

ROAD: WIDTH SURFACE BASE SUBGRADE

Project Manager Lead DesignerHighway Design Manager

Title Sheet

Location Map

Typical Sections

DESCRIPTION

NO

A01

A02

A03

Horizontal Alignment Description

Survey Information

T01-T10

Tabulation of Quantities

S01-S19

Gravel

Gravel

C01

CANAAN VALLEY

PLANS PREPARED BY

3101 WILSON BOULEVARD, SUITE 900

ARLINGTON, VIRGINIA 22201

PLANS PREPARED FOR

DAN WESTON JOE HUESMANNTIFFANY MCCARTHY

KEY MAP

N

CHARLESTON

MORGANTOWN

PA

MD

V A

K Y

O H

STATE OF WEST VIRGINIA

0.257 Miles

N/A

None and Bridges on Federal Highway Projects", FP-14.

"Standard Specifications for Construction of Roads

N/A

N/A

N/A

<100

<100

<100<100

<100

A04-A06

A07-A09

D04-D06

K01-K02

M01-M02

Gravel5.0'River's Edge Trail

Parking Lot

Symbols and Abbreviations

U01-U05 Trail Cross Sections

WV FW-CAVA 102(1), 905(1)

A01

Varies

RIVER'S EDGE TRAIL

RECONSTRUCTION - CO ROUTE 32/18-CAMP 70 ROAD, PARKING LOT,

CO Route 32/18-Camp 70 Road

(River's Edge Trail)

0.2 Miles (CO Route 32/18-Camp 70 Road), 0.057 Miles

Gravel CCS

Gravel CCS

Gravel

B01-B03

C02-C04 Summaries and Schedules

D01-D03

Grading Plan

Drainage Profiles

M03-M05

N01 Transportation Management Plan

N02 Traffic Control Plan

P01-P02 Permanent Signing Plan improvement of gravel trail.

wide gravel road, enlargement of gravel parking lot, and

Reconstruction and drainage improvement of existing 8-12'

Existing/Select Borrow

Existing/Select Borrow

Existing/Select Borrow

0 25 50 100

SCALE IN MILES

PROJECT FW-CAVA 102(1), 905(1)

AQUA DR

A P P A L A C

H

IA

N H

W Y

R

IV

E R S T O

N E R

D

BROWN

MOUNTAI

N

RD

N

DAVIS, WV

CAMP 70 RD

CO ROUTE 32/18-

CAMP 70 RDCO ROUTE 32/18

SCALE IN FEET

0 2000 4000

FW-CAVA 102(1), 905(1)

BLACKWATER RIVER

905(1)

102(1), FW-CAVA

12.0'

Road Cross Sections

JULY 2020

Plan and Profile

Erosion and Sediment Control Narrative

Erosion and Sediment Control

Standards and Details

STATE OF

12015

AI

NIGRIV

TS

E W

RE

GIS

TERED

R E

E

NI

GNELANOI

SSEF

O R

P

D

A V

ID

L.WEA

E

V

SIGNED...................................................DATE:.................WV REG. P.E

12015

R/W R/W

P/E

No Symbol

TB or TP

P P or

UD UD

W W

P/E

No Symbol

TB or TP

P P or or

UD UD

W W

FOUND

36 31

6 1

36 31

6 1

No Symbol

No Symbol

FOUND

36 31

6 1

36 31

6 1

400 No Symbol x 99.9

T-45

2,645.9

T-3 x 99.9

T-45

2,645.9

T-3

26 25 69426 25 694

PROPOSEDEXISTING

PROJECTED

INTERSTATE U.S. STATE

TREELINE; TREE

BUILDING

UNDERDRAIN

BOX CULVERT

PIPE CULVERT with HEADWALL

PIPE CULVERT with END SECTION

PIPE CULVERT (arrow shows flow)

BRIDGE

STREET LIGHT

TELEPHONE BOOTH or PEDESTAL

SUPPORT POLE with ANCHOR

RETAINING WALL

SIGNS

GUARDRAIL

CATTLEGUARD

GATE with FENCE

FENCE

MATERIAL SOURCE

NORTH ARROW

EXISTING PROPOSED

wall facewall face

TB or TP or

P/LP/L

MEDIAN & SIDE (CONCRETE) BARRIER

FOREST BOUNDARY

NATIONAL PARK or

SECTION LINE16

SECTION LINE4

SECTION LINE

COUNTY BOUNDARY

CITY BOUNDARYCITY BOUNDARY

NATIONAL BOUNDARY

STATE BOUNDARY

PROPERTY LINE

BRASS CAP

STEEL PIN

Top of Triangle Points North

TRAVERSE POINT (Horizontal & Vertical)

TRAVERSE POINT (Horizontal)

COORDINATE GRID TICK

SPOT ELEVATION

HUB & TACK

BORING LOCATION

RIPRAP/CULVERT RIPRAP

CHECK DAM

DIVERSION BERM

SECTION CORNER

SECTION CORNER4

SECTION16

PROPERTY CORNER

PARCEL NUMBER

EASEMENT (Permanent - Construction)

ROUTE NUMBERS

RIGHT-OF-WAY LINE

with MONUMENT

RIGHT-OF-WAY LINE

TOP OF CUT

TOE OF FILL

TRANSITION

SINGLE TRACK

ROADWAY, EXISTING

SPRING

LARGE CREEK/RIVER

RAILROAD

TRAIL

MULTIPLE TRACK

N

FO=Fibre optics

T=Telephone, E&T=Joint Electrical and Telephone

E=Electrical for distribution line

P=Electrical for transmission line

OVERHEAD(POWER POLE) UTILITIES

DIVERSION CHANNEL

TEST PIT

B-1

TP-1

ABBREVIATIONS

SYMBOLS AND

EOP

EOG

E=electrical, FO=fiber optics SD=storm drain, T=telephone, W=water G=gas, O=oil, P=power, SS=sanitary sewer, UNDERGROUND UTILITIES c

Inside diameter ID

High water HW

Hexagon hex.

Headwall hdwl.

Joint jt.

L

Concrete Pavement

GACPGyratory Mix, Asphalt

Gage(gauge) ga.

Galvanized galv.

Average daily traffic ADT

Alternate alt.

Ahead AH

Aggregate aggr.

Abutment Abut.

Footing ftg.

FATFlared Anchor Terminal

Drop Inlet DI

Drawing(s) dwg(s), or drwg(s)

DSYDouble Solid Yellow

Distance dist.

Diaphragm diaph.

Diameter D, dia., or

Diagonal diag.

Design speed V

Design hourly volume DHV

West W

Vertical point of intersection VPI

Vehicle per hour vph

Typical typ.

Township T.

Thread thd.

easement

Temporary construction TCE

Temporary benchmark TBM

(spiral curve transition)

Tangent distance Ts

(tangent length)

Tangent distance T

On centers o. c.

Outside diameter OD

Out to out o. to o.

Original ground OG

North N

Normal crown NC or NCR

Nominal Max. Size Aggregate NMSA

Symmetrical sym.

Superelevation rate e

Structure struc.

Stringer stgr.

Stiffener stiff.

SBTSteel Backed Timber

Station Sta.

Standard std.

Spiral central angle s

Spacing, spaces or spaced spa.

South S

SWSolid White

Section Sec.

A02

CULVERT with DROP INLETINTERMITTENT DRAINAGE/ SMALL CREEK

TOWNSHIP or RANGE LINE

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:-

SLOPE STAKE

TEMPORARY

POST MOUNTED

BWBroken White

Bench mark BM

Beginning beg.

Bearing brg.

BBaseline

Balance point BP

BATBackslope Anchor Terminal

Back BK

Longitudinal(longitude) long.

Length of spiral Ls

(spiral curve transition)

Length of curve Lc

Length of curve(simple curve) L

Left lt., Lt. or LT

Latitude lat.

Lamination lam.

embankment

Mechanically stabilized MSE

Monument mon. or MON

Minimum min.

Mile[Kilometer] post M.P[K.P.]

Maximum max.

Material matl.

Mainline M.L.

Low water LW

L

Point on tangent POT

Point on spiral POS

Point on curve POC

Point of tangent to spiral PS or TS

Point of tangent PT

Point of spiral to tangent PST or ST spiral

Point of spiral to reverse SRS

Point of spiral to curve PSC or SC

Point of intersection PI

Point of curve to spiral PCS or CS

Point of curve PC

Portland cement concrete PCC

Plate pl.

Pavement pvmt.

LAKE, POND or RESERVOIR; MARSHLAND, WETLAND

Expansion joint exp. jt.

exist. Existing

Excavation exc.

ESALEquivalent Single Axle Load

Equation EQ or eq.

End section ES

Embankment emb.

[El. 94.16]

Elevation with number El. 94.161

Elevation elev.

Edge of pavement EP or EOP

East E

LOD

LIMIT OF DISTURBANCE

MUTCD TYPE 3 BARRICADE, LENGTH = 8'

(curve delta or deflection)

Curve total angle

(spiral curve transitions)

Curve central angle

Culvert culv.

Corrugated metal pipe CMP

COContracting Officer

Continuous cont.

Construction joint Constr. jt.

Connection conn.

Column col.

Clear clr.

Centers ctrs.

Center to center cc, c-c or c. to c.

Centerline C

DITCH CENTER LINE

TP

WIRE-BACKED SILT FENCE, E157-02

TREE PROTECTION FENCE, E619-B

Rolled Erosion Control Product RECP

Route Rte.

Roadway Rdwy.

Right-of-way R/W

Right Rt., rt.or RT

Required reqd.

Reinforcement (reinforced) reinf.

Reinforced circular concrete pipe RCCP

Radius R

HIGH DENSITY POLYETHYLENE HDPE

a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \A

-C

A V

A

C a m p

R O

A D (1 s y m .d g n a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \A

-C

A V

A

C a m p

R O

A D (1 s y m .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

WV

WILDLIFE REFUGE CAMP 70 ROAD

CANAAN VALLEY NATIONAL

FW-CAVA 102(1), 905(1)

LOCATION MAP

SCALE IN FEET

200010000

AQUA DR

A P P A L A C

H

IA

N H

W Y

48R

IV

E R S T O

N E R

D BROWN

MOUNTAI

N

RD

DAVIS

A03

CO ROUTE 32/18-CAMP 70 RD

CO ROUTE 32/18

-CAMP 70 RD

Parking Lot

FW-CAVA 102(1), 905(1)BLACKWATER RIVER E: 1995326.21

N: 231581.02

Sta. 109+97.65

End Road Work

E: 1995343.15

N: 231464.36

Sta. 10+00.00

Begin Trail Work

E: 1994371.30

N: 231864.48

Begin Road Work Sta. 100+00

E: 1995310.92

N: 231261.29

End Trail Work Sta. 12+27.93 a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \A

-C

A V

A

C a m p

R O

A D lo c .d g n a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \A

-C

A V

A

C a m p

R O

A D lo c .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \A

-C

A V

A

C a m p

R O

A D (1 s u r .d g n a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \A

-C

A V

A

C a m p

R O

A D (1 s u r .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CANAAN VALLEY NATIONAL

FW-CAVA 102(1), 905(1)

19DEED B

OOK 1

70, OF AMERIC

A

UNIT

ED S

TATES

RIG

HT OF WAY

AEC1

AEC2 AEC3

GRAVEL ROAD

GRAVEL ROAD

6"

6"

26"

REFUGE B

OUNDARY MARKER

(PIC

6)SIG

N "

CAMPIN

G"

RED F

LAG

BOUNDARY L

INE (

BLUE P

AIN

T)

TREES

MARKED AS

POSSI

BLE

BOUNDARY L

INE (

BLUE P

AIN

T-TYP)

TREES

MARKED AS

POSSI

BLE

(PIC

8)

DEED B

OOK 2

09, DIV

ISIO

N OF NATURAL R

ESOURCES

DEPARTMENT OF C

OMMERCE

STATE

OF WEST VIR

GIN

IA,

DEED B

OOK 1

70, UNIT

ED S

TATES

OF AMERIC

A

BOUNDARY L

INE

CL R/W

CAMP 70 ROAD 15' R/W

CLUSTER,

4"

MAX HAWTHORNE

6"

MAPLE

6"

BEECH

6"

BEECH

7"

UNK.,

HEAVILY DIS

EASED

DEED B

OOK 1

70, UNIT

ED S

TATES

OF AMERIC

A

17"

RED MAPLE

12"

RED MAPLE,

DIS

EASED

WV S

TATE

LANDS

POTENTIAL WETLAND

WET I

BRUSH

GRAVEL

LIT

TLE

CANAAN

WOOD

BRUSH

5 3

UTIL

AEC1

CLUSTER,

4"

MAX HAWTHORNE

AEC2

GRAVEL ROAD

6"

AEC3

CL R/W

7"

UNK.,

HEAVILY DIS

EASED

A E C A

R

M

P

LE

R

P

LE

D

IS

E A S E D

G R

A V E

S T

O N E

AEC1A

STONE

SURVEY INFORMATION

See inset below.

Horizontal and Vertical Control

North East Elevation DescriptionTraverse Point

SCALE IN FEET

0 10 20

SCALE IN FEET

0 10 20

TRAV POINT AEC1 TRAV POINT AEC2

N

SCALE IN FEET

0 20 40

See inset below.

A04

SCALE IN FEET

0 10 20

TRAV POINT AEC3

See inset below.

M a tc h li n e S e e S h e e t

A

N N

N

R-1 ground. No real evidence of utility markings.

4. The blue and red flags located on this site were found laying on the to any excavation.

measurements of observable evidence. Verification should be made prior

3. Any utilities shown hereon have been located by actual field

Combined scale factor: (AEC4 - Grid to Ground) 1.0001741

(Maghub)El. 3160.32'E 1,995,056.9160N 231,670.7283AEC4 (Maghub)El. 3159.04'E 1,994,812.7850N 231,749.7933AEC3 observations use OPUS processed through NGS.

NAD83(2011) horizontal datum (grid) and NAVD88 Vertical Datum. Primary control is based on GPS

2. Survey information shown hereon is based on West Virginia State Plane-North Coordinate System

1. Existing features shown hereon were taken from actual field measurements during October 2019.

Notes:

M a tc h li n e S e e T h is S h e e t

Matchline See This Sheet

TRAV POINT AEC1A

SCALE IN FEET

0 10 20

N

See inset below.

L=55.56' L=10.32'

L=20.94'

L=55.74'

AEC3

AEC2

AEC1

AEC1A

231749.7933

231822.7049

231847.6669

231757.33

1994812.7850

1994606.3547

1994429.3154

1994299.85

3159.04

3157.27

3154.27

3145.86

TRAV MAGHUB

TRAV MAGHUB

TRAV MAGHUB

TRAV MAGHUB

RIG

HT OF WAY

AEC4

AEC5

GRAVEL ROAD

GRAVEL R

OAD

(PIC

7 &

W/

PLAQUEBOULDER

4"( 2)

BRUSH

BLUE F

LAG

RED F

LAG

RED F

LAG

BLUE F

LAG

BRUSH

(PIC

7)INFORMATIO

N S

IGN

WOODEN

GRAVEL

6" 6"

28"

(PIC

8)TRAIL

MARKER

(PIC

4)NO ATV'S

"LANDIN

G-SIG

N "

LAUREL

G R

A V E L

P

A T H

RED F

LAG

CAMP 70 ROAD 15' R/W

CAMP 70 ROAD 15' R/W

CL R/W

2"

EASTERN HEMLOCK

10"

BLACK C

HERRY

CLUSTER,

4"

MAX

4"

HAWTHORN

4"

HAWTHORN

CLUSTER,

8"

MAX HAWTHORN

CLUSTER,

6"

MAX HAWTHORN

CLUSTER,

8"

MAX HAWTHORN

CLUSTER,

6"

MAX HAWTHORN

MAX HAWTHORN

28"

CLUSTER,

6"

WET C

WET B

-C

WET B

-A

WET D

WET E

WET A

a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \A

-C

A V

A

C a m p

R O

A D (2 s u r .d g n a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \A

-C

A V

A

C a m p

R O

A D (2 s u r .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CANAAN VALLEY NATIONAL

FW-CAVA 102(1), 905(1)

AEC4

4"

HAWTHORN

AEC5

GRAVEL

N

SURVEY INFORMATION

Horizontal and Vertical Control

North

231568.5985

231670.7283

East Elevation DescriptionTraverse Point

SCALE IN FEET

0 10 20

SCALE IN FEET

0 10 20

SCALE IN FEET

0 20 40

TRAV POINT AEC4 TRAV POINT AEC5

AEC5

AEC4

1995371.2300

1995056.9160

See inset below.

A05

See inset below.

3160.32

3160.32

Matchline See She et A06

M a tc h li n e S e e S h e e t

A

N N

R-2

R-3

R-4

L= 68.88'

L= 76.81

Maghub

Maghub utility markings.

4. The blue and red flags located on this site were found laying on the ground. No real evidence of

Verification should be made prior to any excavation.

3. Any utilities shown hereon have been located by actual field measurements of observable evidence.

Combined scale factor: (AEC4 - Grid to Ground) 1.0001741

(Maghub)El. 3160.32'E 1,995,056.9160N 231,670.7283AEC4 (Maghub)El. 3159.04'E 1,994,812.7850N 231,749.7933AEC3 observations use OPUS processed through NGS.

NAD83(2011) horizontal datum (grid) and NAVD88 Vertical Datum. Primary control is based on GPS

2. Survey information shown hereon is based on West Virginia State Plane-North Coordinate System

1. Existing features shown hereon were taken from actual field measurements during October 2019.

Notes:

RAMP

B E E C

H

B E E C

H 2

B E E C

H

P V C

IN

V

E L E V

.8

P V C

IN

V

E L E V

.9

(D

IR

E C T

IO

O

L Y

G O E S

IP

P

C M P

IN

V

E L E V

.6

A E C

C O

N C

R E T E

F L U

H

W

IT

G

O U

N D

B R

U S

H

(P

IC

V 'S

L A N

D

IN

G

S

IG

N

"L

A U

R

D

F L A G

"E

L E C T R

IC

C O

N C

R E T E

GRAVEL PATH

R O

C K

P

IL

E

P

E A S T E

M L O

C K

E A S T E

M L O

C K

E A S T E

M L O

C K

E A S T E

M L O

C K

T W

IN

E A S T E

M L O

C K

E A S T E

M L O

C K

H E

M L O

C K

E A S T E

E A S T E

M L O

C K

S T U

M P

E A S T E

M L O

C K

E A S T E

M L O

C K

E A S T E

M L O

C K

E A S T E

M L O

C K

T

IN

C

U S T E R

M

X

W T H

O R

N

C L U S T E R

M

W T H

O R

N

C L U S T E R

M

W T H

O R

N

B

LA

C K

W A

TE

R

R

IV

E R

W

A

W

I N

V

I N

V

I N

V

I N

V

I N

V

I N

V a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \A

-C

A V

A

C a m p

R O

A D (3 s u r .d g n a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \A

-C

A V

A

C a m p

R O

A D (3 s u r .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CANAAN VALLEY NATIONAL

FW-CAVA 102(1), 905(1)

B E E C

H

B E E C

H

A E C

E A S T E

M L O

C K

T W

IN

E A S T E

M L O

C K

E A S T E

M L O

C K

S T U

M P

N

SURVEY INFORMATION

A06

Horizontal and Vertical Control

North East Elevation DescriptionTraverse Point

SCALE IN FEET

0 10 20

SCALE IN FEET

0 20 40

TRAV POINT AEC6

See inset below.

AEC6 231293.3459 1995293.8359 TRAV MAGHUB

M a tc h li n e S e e S h e e t

A

3138.67

N

T-1 T-2

L= 23.48' utility markings.

4. The blue and red flags located on this site were found laying on the ground. No real evidence of

Verification should be made prior to any excavation.

3. Any utilities shown hereon have been located by actual field measurements of observable evidence.

Combined scale factor: (AEC4 - Grid to Ground) 1.0001741

(Maghub)El. 3160.32'E 1,995,056.9160N 231,670.7283AEC4 (Maghub)El. 3159.04'E 1,994,812.7850N 231,749.7933AEC3 observations use OPUS processed through NGS.

NAD83(2011) horizontal datum (grid) and NAVD88 Vertical Datum. Primary control is based on GPS

2. Survey information shown hereon is based on West Virginia State Plane-North Coordinate System

1. Existing features shown hereon were taken from actual field measurements during October 2019.

r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \A

-C

A V

A

C a m p h a d (1 d g n a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \A

-C

A V

A

C a m p h a d (1 d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CANAAN VALLEY NATIONAL

FW-CAVA 102(1), 905(1)

P C

.0

P T

.9

P C

.9

P R

C

.3

P T

.5

Cur ve =

BL_WVC_ROAD_1

PI 1

00+

52.4

D

R =

.23'

T = 52.

40'

L =

.99'

L = 51.00'

Curve = BL_WVC_ROAD_2

PI 102+10.19

D

R = 5,375.00'

T = 55.20'

L = 110.39'

Curve = BL_WVC_ROAD_3

PI 103+53.48

D

R = 5,375.00

T = 88.09'

L = 176.17'

L = 196.24'

N

SCALE IN FEET

0 20 40

A07

DESCRIPTION

HORIZONTAL ALIGNMENT

L

M a tc h li n e S ta

.0

S e e S h e e t

A

Easting: 1994371.30

Northing: 231864.48

CO Route 32/18-Camp 70 Road B

Chain = BL_WVC_ROAD r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \A

-C

A V

A

C a m p h a d (2 d g n a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \A

-C

A V

A

C a m p h a d (2 d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CANAAN VALLEY NATIONAL

FW-CAVA 102(1), 905(1)

P C

.7

P T

.3

P C

.0

P T

.9

P C

.6

Curve = B

L_WVC_ROAD_4

PI 106+84.59

D

R = 1,451 .50'

T = 46.80

L = 93.58'

L = 10.67

Curve = BL_WVC_ROAD_5

PI 107+86.99

D

R = 1,451.50'

T = 44.96'

L = 89.89'

L = 179.70'

POT 10+00.00

10+00 10+00

N

SCALE IN FEET

0 20 40

A08

DESCRIPTION

HORIZONTAL ALIGNMENT

L

M a tc h li n e S ta

.0

S e e S h e e t

A

CO Route 32/18-Camp 70 Road B

Matchline Sta. 10+ 00.00, See Shee t A09

Culvert 1

Culvert 2

E: 1995326.21 N: 231581.02 109+97.65 End Road Work, L

P a rk in g L o t C (F o r R e fe re n ce O n ly

Chain = BL_WVC_ROAD r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \A

-C

A V

A

C a m p h a d (3 d g n a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \A

-C

A V

A

C a m p h a d (3 d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CANAAN VALLEY NATIONAL

FW-CAVA 102(1), 905(1)

P O

T

.0

P C

.1

P T

.8

P C

.8

PRC

+04 .8

P T .4

L = 129.11' L = 26

.00'

Curve = BL_WVC_TRAIL_3

PI 12+09.17

D

R = 28.07'

T = 4.31'

L = 8.56'

Curve = BL_WVC_TRAIL_2

PI 11+88.26

D

R = 39.02'

T = 19.40'

L = 36.00'

Curve = BL_WVC_TRAIL_1

PI 11+35.99

D

R = 170.00'

T = 6.88'

L = 13.76'

N

A09

SCALE IN FEET

0 20 40

DESCRIPTION

HORIZONTAL ALIGNMENT

LRiver's Edge Trail B

M a tc h li n e S ta

.0

S e e S h e e t

A

Easting: 1995310.92

Northing: 231261.29

End Trail, 12+13.42

Easting: 1995343.15

Northing: 231464.36

Begin Trail, 10+00.00

BL_WVC_TRAIL

Chain =

TYPICAL SECTIONS

B01

BL

2.5' 2.5'

1V:6H

VariesVaries

Existing Ground

BL

Existing Typical

Varies Varies

Aggregate Surface

RIVER'S EDGE TRAIL

Profile Grade

CO ROUTE 32 / 18 - CAMP 70 ROAD

Existing Ground

BL

2.5' 2.5' VariesVaries

RIVER'S EDGE TRAIL

Profile Grade

2%

2'2'

1V:

2H1V:2H

2' 2'

1V:2H1V:6H

1V:

2H

1.5'1.5'

Fence, Split Rail, 4 Rail* Fence, Split Rail, 4 Rail*

Limit of Disturbance

Existing Ground

Limit of Disturbance

Existing Ground

Limit of Disturbance

Existing Ground

Limit of Disturbance

Turf Establishment

Turf Establishment

Turf Establishment Turf Establishment

2% 2%

Geotextile Filter, Class 2, Type A

Geotextile Filter, Class 2, Type A

2%

Select Borrow

1'

Existing Ground

BL

2.5' 2.5' Varies

Varies

1V:6 H

1V:6 H

RIVER'S EDGE TRAIL

Profile Grade

2%

2'2'

1V:

2H

1V:2H

Limit of Disturbance

Existing Ground

Limit of Disturbance

Turf Establishment

4-Inch Depth Aggregate Base Grading C, Geotextile Filter, Class 2, Type A

2%

1V:6 H1V:6H

1'

1'1'

1'1'

*Split Rail Fence 11+00 to 11+70 11+00 to 11+80

11+80 to 12+13.42

10+00 to 11+00

*8' to 12'

Select Borrow, Depth Varies

Varies*

Varies Varies

4-Inch Depth Aggregate Base Grading C, 4-Inch Depth Aggregate Base Grading C, Turf Establishment

Furnishing and Placing Topsoil, 4-Inch Depth

Furnishing and Placing Topsoil, 4-Inch Depth

Furnishing and Placing Topsoil, 4-Inch Depth

2-Inch Depth

Roadway Aggregate, Method 2 (AASHTO M43 #10) 2-Inch Depth

Roadway Aggregate, Method 2 (AASHTO M43 #10)

2-Inch Depth

Roadway Aggregate, Method 2 (AASHTO M43 #10)

NO SCALE

8. Submit the cellular confinement system for CO review and approval.

aggregate surface course.

7. Place Geotextile Filter between layers of existing soil or select borrow and

6. Use Grass Seed Mixture shown on Sheet M02 for all turf establishment.

provide a minimum of 12 inches of compacted select borrow.

5. When the proposed trail is being widened beyond the limits of the existing trail, Replace unsuitable subbase with compacted select borrow.

4. Verify the integrity of existing subbase, according to the geotechnical report.

cellular confinement system.

3. When cutting within the existing trail limits, remove existing material and place compacted select borrow, and place cellular confinement system.

2. When filling within the existing trail limits, compact existing surface, place

1. Provide smooth transitions between cut and fill sections, E204-01.

Trail Notes:

Furnishing and Placing Topsoil, 4-Inch Depth

4-Inch Depth Furnishing and Placing Topsoil, 4-Inch Depth Furnishing and Placing Topsoil, 4-inch Cellular Confinement System (See Note 8) 4-inch Cellular Confinement System (See Note 8)

4-inch Cellular Confinement System (See Note 8) a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \B

1-

C A

V A

C a m p

R O

A D ty p (1 d g n a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \B

1-

C A

V A

C a m p

R O

A D ty p (1 d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

B02

CO ROUTE 32 / 18 - CAMP 70 ROAD

L

6-Inch Depth

Aggregate Surface Course, L

1V:2H

CO ROUTE 32 / 18 - CAMP 70 ROAD

6-Inch Depth Aggregate Surface Course, B

6'

4%

Turf Establishment

Existing Ground

6'

B

4%

4.5'

Profile GradeProfile Grade

Existing Ground

Limit of Disturbance Limit of Disturbance

Geotextile Filter, Class 2, Type A

Geotextile Filter, Class 2, Type A

L

CO ROUTE 32 / 18 - CAMP 70 ROAD

6-Inch Depth Aggregate Surface Course, 6'

B Profile Grade

Existing Ground

Limit of Disturbance

Geotextile Filter, Class 2, Type A

Varies

CO ROUTE 32 / 18 - CAMP 70 ROAD

L

6-Inch Depth

Aggregate Surface Course, B

6'

Profile Grade

Existing Ground

Limit of Disturbance

Geotextile Filter, Class 2, Type A

Varies

100+00 to 100+29.73

L

1V:2H

CO ROUTE 32 / 18 - CAMP 70 ROAD

6-Inch Depth Aggregate Surface Course, Existing Ground

6'

B

1V:3 H

4%

.5

4.5'

M in

Profile Grade

Limit of Disturbance

Geotextile Filter, Class 2, Type A

Va rie sV a r ie s

V a r ie s

100+29.73 to 102+24.15

109+25 to 110+11.62 102+24.15 to 107+75, 108+25 to 108+75, 100+00 to 101+11

105+25 to 106+75 101+11 to 101+75, L

6-Inch Depth

Aggregate Surface Course, CO ROUTE 32 / 18 - CAMP 70 ROAD

B

6'

1V:3H

4%

Varies

Geotextile

Profile Grade

Existing Ground

Turf Establishment

Limit of Disturbance

106+75 to 109+50 101+75 to 102+25, 102+75 to 105+25, Varies

Varies

Varies

Varies

Varies

Varies

Varies Varies

Varies

Varies

Select Borrow, Depth Varies Select Borrow, Depth Varies

Select Borrow, Depth Varies Select Borrow, Depth Varies

Turf Establishment*

Turf Establishment*

Furnishing and Placing Topsoil, 4-Inch Depth

Furnishing and Placing Topsoil, 4-Inch Depth

Furnishing and Placing Topsoil, 4-Inch Depth

Furnishing and Placing Topsoil, 4-Inch Depth

NO SCALE

surface course.

existing soil or select borrow and aggregate

7. Place Geotextile Filter between layers of M02 for all turf establishment.

6. Use Grass Seed Mixture shown on Sheet of compacted select borrow.

roadway, provide a minimum of 12 inches widened beyond the limits of the existing

5. When the proposed roadway is being select borrow.

Replace unsuitable subbase with compacted according to the geotechnical report.

4. Verify the integrity of existing subbase, inches of aggregate surface course.

limits, remove existing material and place 6

3. When cutting within the existing roadway inches of aggregate surface course.

compacted select borrow, and place 6 limits, compact existing surface, place

2. When filling within the existing roadway fill sections, E204-01.

1. Provide smooth transitions between cut and Roadway Notes:

104+50.

* Place turf reinforcement mat, Rolled Erosion Control Product Type 5.A, Detail E629-02, across entire ditch, Sta 101+35 -a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \B

-C

A V

A

C a m p

R O

A D ty p (2 d g n a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \B

-C

A V

A

C a m p

R O

A D ty p (2 d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

B03

L

CO ROUTE 32 / 18 - CAMP 70 ROAD

6-Inch Depth Aggregate Surface Course, 6'

B

1V:3 H

4%

Profile Grade

Existing Ground

Turf Establishment

Limit of Disturbance

Geotextile Filter, Class 2, Type A

VariesVaries

4-Inch Depth Aggregate Base Grading C, Limit of Disturbance

92.9'9.5' 5.7'

See Plan and Profile Sheet D02

Turf Establishment

Turf Establishment

Limit of Disturbance

VariesVaries

108+75 to 109+25 107+75 to 108+25, L

6-Inch Depth

Aggregate Surface Course, CO ROUTE 32 / 18 - CAMP 70 ROAD

B

6'

4%

Varies

1'

1V:50H

Profile Grade

Existing Ground

Limit of Disturbance

Geotextile Filter, Class 2, Type A

102+25 to 102+75

Wheelstop, Concrete

Varies

Varies

PARKING LOT, SECTION A-A

Varies

Select Borrow, Depth Varies

Select Borrow, Depth Varies

Select Borrow, Depth Varies

Turf Establishment

NO SCALE

Existing Ground

Limit of Disturbance

Geotextile Filter, Class 2, Type A

Varies

Existing Ground

Limit of Disturbance

Geotextile Filter, Class 2, Type A

Varies

Varies Varies

6-Inch Depth*

Aggregate Surface Course, 6-Inch Depth* Aggregate Surface Course, *Minimum, or match existing See Plan and Profile Sheet D01

Varies Varies

CO Route 32/18, SECTION A-A

Furnishing and Placing Topsoil. 4-Inch Depth

Topsoil, 4-Inch Depth Furnishing and Placing

4-Inch Depth Furnishing and Placing Topsoil, Furnishing and Placing Topsoil, 4-Inch Depth

2-Inch Depth

Roadway Aggregate, Method 2 (AASHTO M43 #10)

Grades Existing Match

8. Submit the cellular confinement system for CO review and approval.

aggregate surface course.

7. Place Geotextile Filter between layers of existing soil or select borrow and

6. Use Grass Seed Mixture shown on Sheet M02 for all turf establishment.

provide a minimum of 12 inches of compacted select borrow.

5. When the proposed trail is being widened beyond the limits of the existing trail, Replace unsuitable subbase with compacted select borrow.

4. Verify the integrity of existing subbase, according to the geotechnical report.

cellular confinement system.

3. When cutting within the existing trail limits, remove existing material and place compacted select borrow, and place cellular confinement system.

2. When filling within the existing trail limits, compact existing surface, place

1. Provide smooth transitions between cut and fill sections, E204-01.

Parking Lot Notes:

4-inch Cellular Confinement System (See Note 8) aggregate surface course.

7. Place Geotextile Filter between layers of existing soil or select borrow and

6. Use Grass Seed Mixture shown on Sheet M02 for all turf establishment.

roadway, provide a minimum of 12 inches of compacted select borrow.

5. When the proposed roadway is being widened beyond the limits of the existing

Replace unsuitable subbase with compacted select borrow.

4. Verify the integrity of existing subbase, according to the geotechnical report.

place 6 inches of aggregate surface course.

3. When cutting within the existing roadway limits, remove existing material and compacted select borrow, and place 6 inches of aggregate surface course.

2. When filling within the existing roadway limits, compact existing surface, place

1. Provide smooth transitions between cut and fill sections, E204-01.

Roadway Notes:

a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \B

-C

A V

A

C a m p

R O

A D ty p (3 d g n a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \B

-C

A V

A

C a m p

R O

A D ty p (3 d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

C01

QUANTITIES

TABULATION OF

a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \C

1-

C A

V A

C a m p

R O

A D q n t.

d g n a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \C

1-

C A

V A

C a m p

R O

A D q n t.

d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

C02

SCHEDULES

SUMMARIES AND

a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \C

-C

A V

A

C a m p

R O

A D q n t.

d g n a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \C

-C

A V

A

C a m p

R O

A D q n t.

d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

C03

SUMMARIES AND

a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \C

-C

A V

A

C a m p

R O

A D q n t.

d g n a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \C

-C

A V

A

C a m p

R O

A D q n t.

d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

C04

SUMMARIES AND

a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \C

-C

A V

A

C a m p

R O

A D q n t.

d g n a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \C

-C

A V

A

C a m p

R O

A D q n t.

d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

V

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \D

1-

C A

V A

C a m p

R O

A D p p (1 d g n

V

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \D

1-

C A

V A

C a m p

R O

A D p p (1 d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CANAAN VALLEY NATIONAL

FW-CAVA 102(1), 905(1)

19DEED B

OOK 1

70, OF AMERIC

A

UNIT

ED S

TATES

RIG

HT OF WAY

AEC1

AEC2 AEC3

GRAVEL ROAD

GRAVEL ROAD

6"

6"

26"

REFUGE B

OUNDARY MARKER

(PIC

6)SIG

N "

CAMPIN

G"

RED F

LAG

BOUNDARY L

INE (

BLUE P

AIN

T)

TREES

MARKED AS

POSSI

BLE

BOUNDARY L

INE (

BLUE P

AIN

T-TYP)

TREES

MARKED AS

POSSI

BLE

(PIC

8)

DEED B

OOK 2

09, DIV

ISIO

N OF NATURAL R

ESOURCES

DEPARTMENT OF C

OMMERCE

STATE

OF WEST VIR

GIN

IA,

DEED B

OOK 1

70, UNIT

ED S

TATES

OF AMERIC

A

BOUNDARY L

INE

CL R/W

CAMP 70 ROAD 15' R/W

CLUSTER,

4"

MAX HAWTHORNE

6"

MAPLE

6"

BEECH

6"

BEECH

7"

UNK.,

HEAVILY DIS

EASED

DEED B

OOK 1

70, UNIT

ED S

TATES

OF AMERIC

A

17"

RED MAPLE

12"

RED MAPLE,

DIS

EASED

WV S

TATE

LANDS

POTENTIAL WETLAND

WET I

BRUSH

GRAVEL

LIT

TLE

CANAAN

WOOD

BRUSH

5 3

UTIL

X

X X

X

X

X

X

.5

250.0'

N D01

PLAN & PROFILE

3,135

100+00

3,140

3,145

3,150

3,155

3,160

3,165

3,170

101+00 102+00 103+00 104+00

105+00

+50 +50 +50 +50

+50+50

,1

.7

,1

.0

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M a tc h li n e S ta

S e e S h e e t

D

L

1.30% 100+00 Begin Work, M a tc h li n e S ta

Proposed Ground

Existing Ground

HOR. SCALE IN FEET

0 20 40

Proposed Edge of Roadway

0.50%

Existing Edge of Roadway

CO Route 32/18

Proposed Edge of Roadway

Existing Edge of Roadway line and grade Meet existing

See Note 1

CO Route 32/18-Camp 70 Road

Camp 70 Road B Co Route 32/18-

Proposed Fill Limits, Typ.

Legend:

Notes:

Proposed Cut Limits, Typ.

P C

.0

P T

.0

El. 3154.12 Off. 21.66' LT Sta. 100+87.86 edge of roadway Tie to existing

Tree to be Removed

Widening Area

X

To Culvert 3 Sta. 100+08.06 End Ditch 1, Ditch 1 Centerline

Limits, Typ., E204-01 Proposed Transition

A

A

Centerline Ditch 5

E: 1994371.30 N: 231864.48 Sta. 100+00.00 Road Work, Begin Access

See Note 3

See Notes Outfall to Blackwater River and place Riprap, Method A, Class 3 at inlet and outlet, E251-50 Place 28' of 36-Inch Pipe culvert at 3º Skew, 2 End Sections Culvert 3

3. See Sheet D04 for grading and work across CO Route 32/18.

2. See Drainage Profiles Sheets for additional drainage information.

1. Grade intersection to provide positive drainage.

E629-02 Sta 100+08, 7.3' Width, E629-02, Begin RECP Type 5.A, E629-02 Sta 104+50, 7.3' Width, E629-02, End RECP Type 5.A, RIG

HT OF WAY

AEC4

AEC5

CL R/W

WET C

WET B

-C

WET B

-A

WET D

WET E

WET A

a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

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D \2

-S

H E

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S \D

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A

C a m p

R O

A D p p (2 d g n a r li n g to n \A r li n g to n \D

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V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \D

-C

A V

A

C a m p

R O

A D p p (2 d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CANAAN VALLEY NATIONAL

FW-CAVA 102(1), 905(1)

10+00 10+00

X

X X X

X

X

X X

X

N D02

3,135

3,140

3,145

3,150

3,155

3,160

3,165

3,170

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

P R

O P

O S

E D

E X I S

T I N

G

L

.0

K

E L ,1

.6

V

P I

.0

+50 110+00

,1

.0

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S

T A

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M a tc h li n e S ta

.0

S e e S h e e t

D

M a tc h li n e S ta

.0

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,1

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,1

.7

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,1

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0.50%

L

HOR. SCALE IN FEET

0 20 40

Exist. Boulder (Typical) Remove and Reset

Parking Lot Edge

Existing Edge of Roadway

Reconstruct Parking Lot

Gravel) Actual Striping On For Clarity Only (No Parking Stalls Shown

Matchline Sta. 10+ 00.00, See Shee t D03 (See Signing Plan) Proposed Sign, Typ.

To Match Jeep Trail Access Grade Parking Lot Flare

Existing Edge of Roadway

Proposed Edge of Roadway

Cut Limits Proposed

Camp 70 Road B CO Route 32/18-

CO Route 32/18-Camp 70 Road

Proposed Fill Limits, Typ.

Proposed Cut Limits, Typ.

Proposed Ground

Existing Ground

Proposed Edge of Roadway

Sta. 109+97.65 Confinement System Limits of Cellular

Notes:

Legend:

E: 1995326.06 N: 231581.07 Sta. 109+97.65 End Road Work

Parking Lot CL

A

A

P C

.5

P T

.5

T y p

T y p

T y p for Section A-A Sections Sheet See Typical

Tree to be Removed

Widening Area

X

Ditch 1 Centerline

To Culvert 2 Sta. 109+50 Begin Ditch 3

To Culvert 1 Sta. 109+00 End Ditch 2

1. See Drainage Profiles Sheets for additional drainage information.

Sta. 110+11.62 End Ditch 3

Tree to be Removed, Typ.

Proposed Transition Limits, Typ., E204-01

See Note 1 Outfall to Blackwater River Place Riprap, Method A, Class 3 at inlet and outlet, E251-50 Place 71' of 30-Inch Pipe culvert, 2 End Sections and Culvert 2

To Culverts 3 & 1 Sta. 108+66 Begin Ditches 1 & 2

E609-02 Typ.

6'x0.5' Concrete, Wheelstop, See Note 1 Outfall to Blackwater River and place Riprap, Method A, Class 3 at inlet and outlet, E251-50 Place 32' of 36-Inch Pipe culvert at 17º Skew, 2 End Sections Culvert 1

36" Pipe Culvert

Culvert 1

PLAN AND PROFILE

E E C

H

B E E C

H 2

B E E C

H

P V C

IN

V

E L E V

.8

P V C

IN

V

E L E V

.9

(D

IR

E C T

L Y

G O E S

P

C M P

IN

V

E L E V

.6

A E C

B L U E

F L A G

C O

N C

R E T E

F L U

O U

N D

B R

U S

H

(P

IC

V 'S

L A N

D

IN

G

S

IG

N

"L

A U

R

D

F L A G

"E

L E C T R

IC

C O

N C

R E T E

GRAVEL PATH

R O

C K

P

IL

E

P

E A S T E

M L O

C K

E A S T E

M L O

C K

E A S T E

M L O

C K

E A S T E

M L O

C K

T W

IN

E A S T E

M L O

C K

E A S T E

M L O

C K

H E

M L O

C K

E A S T E

E A S T E

M L O

C K

S T U

M P

E A S T E

M L O

C K

E A S T E

M L O

C K

E A S T E

M L O

C K

E A S T E

M L O

C K

T

U S T E R

M

W T H

O R

N

C L U S T E R

M

W T H

O R

N

C L U S T E R

M

W T H

O R

N

B

LA

C K

W A

TE

R

R

IV

E R

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A

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N

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IS

\9

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A

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\9

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D \2

-S

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A

C a m p

R O

A D p p (3 d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CANAAN VALLEY NATIONAL

FW-CAVA 102(1), 905(1)

X

N

D03

3,110

3,115

3,120

3,125

3,130

3,135

3,140

3,145

+50 +50

P R

O P

O S

E D

E X I S

T I N

G

3,150

3,170

3,165

3,160

3,155

+50

-10.00%-5.00%

-4.95%

M a tc h li n e S ta

.0

S e e S h e e t

D

HOR. SCALE IN FEET

0 20 40

L

B la c k w a te r

R iv e r of Trail Proposed Edge

12+13.42 End Trail Work, Existing Ground

River's Edge Trail B

Existing Edge of Trail

Reconstruct River's Edge Trail

11+00.00 to 11+70.00 Fence, Split Rail, 4 Rail 11+00.00 to 11+70.00 Fence, Split Rail, 4 Rail

,1

.8

,1

.8

,1

.9

,1

.1

, 1

.4

,1

.7

,1

.3

,1

. 5

,1

.9

E L ,1

. 4

S

T A

.4

Proposed Ground L

K

E

L ,1

.6

V

P I

.0

L

K

E

L ,1

.6

V

P I

.0

L

K

E

L ,1

.6

V

P I

.0

L

K

E

L ,1

.6

V

P I

.0

-10.00%

-8.00%

Proposed Cut Limits, Typ.

Proposed Fill Limits, Typ.

See Note 1

Notes:

Legend:

E: 1995310.92 N: 231261.29 Sta. 12+13.42 End Trail Work, 10+00 11+00 12+00

E L ,1

.8

S

T A

.0

El. 3153.83 10+00.00 Begin Trail Work, Construction) (Incidental to Remove Wooden Step

E: 1995343.15 N: 231464.36 Sta. 10+00.00 Begin Trail Work, Sta. 10+00.00 Begin Ditch 4, ,1

.8

,1

.8

,1

.8

,1

.8

,1

.6

,1

.3

,1

.6

,1

. 3

,1

.1

E204-01 Limits, Typ., Transition Proposed

Tree to be Removed

Widening Area

X

See Note 2 Outfall to Blackwater River Class 3 at inlet and outlet, E251-50 2 End Sections and place Riprap, Method A, Culvert 4 underlay. Riprap surface flush with ditch invert and Culvert 4 riprap.

3. Place 12'L x 3.8'W x 2'H Class 2 Riprap, with Geotextile, Class 1, Type C

2. See Drainage Profiles Sheets for additional drainage information.

Do not continue work until approved by the CO.

1. Notify the CO if impacts to existing culverts are anticipated.

36" Pipe Culvert Culvert 4

Class 2, E251-50, See Note 3 place Riprap, Method A, Outfall to Blackwater River, Sta. 11+00.00 End Ditch 4, PLAN AND PROFILE r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \D

-C

A V

A

C a m p

R O

A D p p (4 d g n a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \D

-C

A V

A

C a m p

R O

A D p p (4 d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CANAAN VALLEY NATIONAL

FW-CAVA 102(1), 905(1)

AEC1

AEC2 AEC3

GRAVEL ROAD

GRAVEL ROAD

6"

6"

26"

REFUGE B

OUNDARY MARKER

(PIC

6)SIG

N "

CAMPIN

G"

RED F

LAG

BOUNDARY L

INE (

BLUE P

AIN

T)

TREES

MARKED AS

POSSI

BLE

BOUNDARY L

INE (

BLUE P

AIN

T-TYP)

TREES

MARKED AS

POSSI

BLE

(PIC

8)

DEED B

OOK 2

09, DIV

ISIO

N OF NATURAL R

ESOURCES

DEPARTMENT OF C

OMMERCE

STATE

OF WEST VIR

GIN

IA,

BOUNDARY L

INE

CL R/W

CAMP 70 ROAD 15' R/W

CLUSTER,

4"

MAX HAWTHORNE

6"

MAPLE

6"

BEECH

6"

BEECH

7"

UNK.,

HEAVILY DIS

EASED

DEED B

OOK 1

70, UNIT

ED S

TATES

OF AMERIC

A

17"

RED MAPLE

12"

RED MAPLE,

DIS

EASED

WV S

TATE

LANDS

POTENTIAL WETLAND

WET I

BRUSH

GRAVEL

LIT

TLE

CANAAN

WOOD

BRUSH

5 3

UTIL

3155 3155 3155

3149.2 3149.2

3151.17

3152.20

A E C A

R

P

LE

R

P

LE

D

IS

E A S E D

G R

A V E

O N

EX

X315

.1

.1

N D04

M a tc h li n e S ta

S e e S h e e t

D

HOR. SCALE IN FEET

0 20 40

E: 1994371.30 N: 231864.48 100+00.00 Begin Work, GRADING PLAN

Legend:

Proposed Minor Countour

Proposed Major Contour XXXX

Wetland General Notes:

into the waterway.

8. Control stormwater runoff from impervious surfaces to prevent the washing of debris

7. Stabilize wetlands with species approved by USACE and WVDEP.

construction.

6. Rectify any wetlands, waterways, or 100-year floodplain temporarily impacted by of that lost under the originally authorized structure or fill.

wetlands, waterways or permanent modification of the 100-year floodplain in excess

5. Repair and maintain any serviceable structure or fill so there is no permanent loss of damange to wetlands, waterways, and the 100-year floodplain.

4. Place heavy equipment on mats or suitably operate the equipment to prevent unsightly debris, toxic materials or another deleterious substance.

3. Do not use the excavated material as backfill if it contains waste metal products, subsurface water flow into or out of wetlands, waterways, or the 100-year floodplain.

2. Place materials in a location and manner which does not adversely impact surface or waterways or the 100-year floodplain.

1. Do not store or stockpile excess fill, construction materials, or debris in wetlands, M a tc h li n e S e e T h is S h e e t

Matchline See This Sheet

N

Blackwater River Outfall to Point C, End Ditch 5, Point A Begin Ditch 5

Point B

R = 67'

R = 67'

1994312.40231809.94C

1994355.42231845.30B

1994357.11231848.76A

EASTINGNORTHINGPOINT

Ditch 5 Notes:

AEC4

AEC5

GRAVEL ROAD

GRAVEL R

OAD

(PIC

7 &

W/

PLAQUEBOULDER

4"( 2)

BRUSH

BLUE F

LAG

RED F

LAG

RED F

LAG

BLUE F

LAG

BRUSH

(PIC

7)INFORMATIO

N S

IGN

WOODEN

GRAVEL

6"

28"

(PIC

8)TRAIL

MARKER

(PIC

4)NO ATV'S

"LANDIN

G-SIG

N "

LAUREL

G R

A V E L

P

A T H

RED F

LAG

CAMP 70 ROAD 15' R/W

CAMP 70 ROAD 15' R/W

CL R/W

10"

BLACK C

HERRY

CLUSTER,

4"

MAX

4"

HAWTHORN

4"

HAWTHORN

CLUSTER,

8"

MAX HAWTHORN

CLUSTER,

6"

MAX HAWTHORN

CLUSTER,

8"

MAX HAWTHORN

CLUSTER,

6"

MAX HAWTHORN

MAX HAWTHORN

28"

CLUSTER,

6"

WET C

WET B

-C

WET B

-A

WET D

WET E

WET A

a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \D

-C

A V

A

C a m p

R O

A D p p (5 d g n a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \D

-C

A V

A

C a m p

R O

A D p p (5 d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CANAAN VALLEY NATIONAL

FW-CAVA 102(1), 905(1)

10+00 10+00

3160 3160

3160 3160

3160 3160

N D05

M a tc h li n e S ta

.0

S e e S h e e t

D

HOR. SCALE IN FEET

0 20 40

Matchline Sta. 10+ 00.00, See Shee t D06

GRADING PLAN

A

C

D

E F

G

H

JK

L

N

P

R

Q

B

M

R

20'R

R

R

R

R

EASTINGNORTHINGPOINT

1995269.47231593.27A

1995316.25231525.36C

1995321.26231498.29D

1995331.44231475.18E

1995357.81231464.93F

1995406.18231486.23G

1995416.43231512.60H

1995393.16231565.43J

1995374.49231577.37K

1995341.57231582.31L

1995328.08231586.72M

1995359.41231554.69N

1995353.46231552.07P

1995377.64231497.15Q

1995383.58231499.77R

6' x 0.5' Wheelstop

1995313.87231546.95B

R

14'

Legend:

Proposed Minor Countour

Proposed Major Contour XXXX

E E C

H

B E E C

H 2

B E E C

H

P V C

IN

V

E L E V

.8

P V C

IN

V

E L E V

.9

(D

IR

E C T

L Y

G O E S

P

C M P

IN

V

E L E V

.6

A E C

B L U E

F L A G

C O

N C

R E T E

F L U

O U

N D

B R

U S

H

(P

IC

V 'S

L A N

D

IN

G

S

IG

N

"L

A U

R

D

F L A G

"E

L E C T R

IC

C O

N C

R E T E

GRAVEL PATH

R O

C K

P

IL

E

P

E A S T E

M L O

C K

E A S T E

M L O

C K

E A S T E

M L O

C K

E A S T E

M L O

C K

T W

IN

E A S T E

M L O

C K

E A S T E

M L O

C K

H E

M L O

C K

E A S T E

E A S T E

M L O

C K

S T U

M P

E A S T E

M L O

C K

E A S T E

M L O

C K

E A S T E

M L O

C K

E A S T E

M L O

C K

T

U S T E R

M

W T H

O R

N

C L U S T E R

M

W T H

O R

N

C L U S T E R

M

W T H

O R

N

B

LA

C K

W A

TE

R

R

IV

E R

W

A

W

N

V

I N

V

I N

V

I N

V

I N

V

I N

V a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \D

-C

A V

A

C a m p

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A D p p (6 d g n a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

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V A

C a m p R d \9

C A

D

G

IS

\9

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D \2

-S

H E

E T

S \D

-C

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A

C a m p

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A D p p (6 d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CANAAN VALLEY NATIONAL

FW-CAVA 102(1), 905(1)

N

D06

M a tc h li n e S ta

.0

S e e S h e e t

D

HOR. SCALE IN FEET

0 20 40

B la c k w a te r

R iv e r

E: 1995343.15 N: 231464.36 10+00.00 Begin Trail Work, E: 1995310.92 N: 231261.29 12+13.42 End Trail Work, GRADING PLAN

Legend:

Proposed Minor Countour

Proposed Major Contour XXXX r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \K

1-

C A

V A

C a m p

R O

A D d p r (1 d g n a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \K

1-

C A

V A

C a m p

R O

A D d p r (1 d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CANAAN VALLEY NATIONAL

FW-CAVA 102(1), 905(1) K01

3,135

100+00

3,140

3,145

3,150

3,155

3,160

3,165

3,170

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

P R

O P

O S

E D

E X I S

T I N

G

L

E L

,1

.0

S

T A

.0

Existing Ground

E L

,1

.9

S

T A

.1

,1

.9

, 1

.1

, 1

.5

,1

.3

,1

. 2

,1

.8

,1

.5

, 1

.5

,1

.8

,1

.2

,1

.2

,1

.5

,1

.3

,1

.6

,1

.2

,1

.9

,1

.0

,1

.1

,1

.7

,1

.2

,1

.7

,1

.3

,1

.2

,1

.0

,1

.9

,1

.7

,1

.4

,1

.2

,1

.8

,1

.5

,1

.2

,1

.9

,1

.5

,1

.2

,1

.9

,1

.3

,1

. 8

,1

.2

,1

.7

, 1

.2

, 1

.6

,1

.1

DRAINAGE PROFILES

L

.0

K

E L ,1

.8

V

P I

.0

2.20%

1.30%

0.50%

ROADWAY DITCH PROFILE

,1

.4

,1

.5

3,135

3,140

3,145

3,150

3,155

3,160

3,165

3,170

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

P R

O P

O S

E D

E X I S

T I N

G

L

L

.0

K

E L ,1

.9

V

P I

.0

+50 110+00 +50

0.97% 0.97%

Existing Ground

Proposed C Ditch

,1

.7

,1

.1

,1

.5

, 1

.2

,1

.5

,1

.2

,1

.5

,1

.1

,1

.5

,1

.3

,1

.6

,1

.3

,1

.7

,1

.5

,1

.2

,1

.2

,1

.7

,1

.8

,1

.0

,1

.3

,1

.4

, 1

.5

,1

.7

,1

.8

,1

.9

,1

.0

,1

.2

,1

.3

,1

.4

,1

.4

,1

.4

,1

.4

,1

.4

,1

.3

,1

.0

,1

.8

,1

.2

E L ,1

.4

S

T A

.6

0.50%

ROADWAY DITCH PROFILE

M a tc h li n e T h is S h e e t

S ta

M a tc h li n e T h is S h e e t

S ta

.0

Proposed C Ditch 1

End Ditch 1

Ditch 3

BeginEnd Ditch 2

Ditch 3

End Ditch 1,2

Begin

TurfSta. 11+00.00Sta. 10+00.00Ditch 4

TurfSta. 110+11.62Sta. 109+50.00Ditch 3

TurfSta. 109+00.00Sta. 108+66.00Ditch 2

TurfSta. 108+66.00Sta. 100+08.06Ditch 1

LiningToFrom

Roadway Ditch Schedule

E L

.3

S

T A

.0

E L

.0

S

T A

.0

E L

,1

.1

S

T A

.0

E L

,1

.2

S

T A

.0

2.06%

2.79% r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \K

-C

A V

A

C a m p

R O

A D d p r (2 d g n a r li n g to n \A r li n g to n \D

C S \P r o j e c ts \T

R N \6

C A

V A

C a m p R d \9

C A

D

G

IS

\9

C A

D \2

-S

H E

E T

S \K

-C

A V

A

C a m p

R O

A D d p r (2 d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CANAAN VALLEY NATIONAL

FW-CAVA 102(1), 905(1) K02

DRAINAGE PROFILES

3,135

3,140

3,145

+50

P R

O P

O S

E D

E X I S

T I N

G

3,150

3,160

3,155

3,165

10+00 11+00

,1

.5

,1

.4

,1

.5

, 1

.2

,1

.3

E L ,1

.6

S

T A

.0

L

K

E

L

, 1

.2

V

P I

.0

10%

8%

3,135

3,140

3,145

3,150

3,155

3,160

+50

CULVERT PROFILES

0+00 1+00

Existing Ground

3,140

3,145

3,150

3,155

3,160

3,165

+50 +50

Existing Ground Existing Ground

Proposed Grade

LProposed C Ditch

12.01' Lt.

Sta 109+13.24

Inv. 3155.54

20.32' Rt.

Sta. 109+22.98

Inv. 3153.65

CULVERT PROFILES

0+00 1+00 0+00 1+00

CULVERT TYPICAL SECTION

Culvert invert

D ia

Existing Ground

Ditch 4

Begin

Ditch 4

Proposed CL

,1

.4

,1

.4

, 1

.4

,1

.4

,1

.6

@ 5.9% slope, 17º Skew 32' - 36" HDPE Pipe

Culvert 1

@ 5.5% slope 71' - 30" HDPE Pipe

Culvert 2

Proposed Grade

Void-Filled Riprap

Void-Filled Riprap Void-Filled Riprap

Void-Filled Riprap

Ditch 4

End

Placed riprap, E251-50

Placed riprap, E251-50 Placed riprap, E251-50

+50

.5

.8

.0

@ 0.5% slope, 3º Skew 28' - 36" HDPE Pipe, ET 602-5

Culvert 3

Proposed Grade

3,130 void-filled riprap.

Fill invert of pipe to 12" depth using

@ 3.5% slope, 23º Skew 21' - 36" HDPE Pipe, ET 602-5

Culvert 4

+500+00 1+00

8.44' Rt

Sta. 11+21.59

Inv. 3138.56

10.86' Lt

Sta. 11+13.44

Inv. 3137.82

Void-Filled Riprap

E251-50

Placed riprap, .8 'Ditch 5

P R

O P

O S

E D

E X I S

T I N

G

,1

.2

,1

.3

,1

.2

,1

.1

,1

.6

,1

.5

,1

.6

0.5%

DITCH 4 (TRAIL) PROFILE

Begin Ditch 5

DITCH 5 TYPICAL SECTION

4'-0"

1V:2H 1V:

2H

V a r ie s

Proposed Grade Existing Ground

(Bottom & Sides)

Turf Establishment

Placed riprap, E251-50

E251-50

Placed riprap, Placed riprap, E251-50

V

H

Ditch 3

Ditch 1

Fence, Split Rail, 4 RailFence, Split Rail, 4 Rail

E: 1994370.46

N: 231876.12

Inv. 3148.59

E: 1994359.63

N: 231853.93

Inv. 3148.44

E: 1995352.20

N: 231584.06

Inv. 3156.63

E: 1995411.65

N: 231559.56

Inv. 3152.69

Notes:

2. See section 251 for void-filled riprap requirements.

1. Cover shown to top of pipe outside dia.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

M01

PROJECT DESCRIPTION

SOILS

GENERAL NOTES AND GUIDELINES

MAINTENANCE AND INSPECTION PROCEDURES

PROHIBITED DISCHARGES

Sheet 1 of 2

WVDEP GENERAL NOTES

Soils in the project vicinity are Hydrologic Soil Group C. Soils on the upper elevations of the adjacent mountain are HSG A.

construction. The soil is primarily Meckesville silt loam, with a small portion of Blago silt loam.

The pavement surface is gravel, and the proposed surface is gravel. The runoff coefficent will be 0.8 before and after

Soil disturbing activities include clearing and grubbing, and roadway grading.

floodplain (Map 54093C0175E).

The road and parking lot are outside the FEMA 100-year floodplain. Approximately one third of the trail is located in a Zone A

5020004).

The total disturbed area for the project is approximately 1.10 acres. The receiving water is the Blackwater River (HUC gravel parking lot, and reconstruction of approximately 225 ft of gravel pedestrian trail.

This project consists of the reconstruction and drainage improvement of approximately 1000 ft of gravel road, expansion of a

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 water 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 shall 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:

any damaged measures immediately.

activities and immediately following any rain event. Repair or replace

Inspect and maintain erosion control facilities daily during construction details shown in the plans, and the individual permitting requirements.

structural erosion control practices according to Section 157, the

Unless stated otherwise, construct and maintain all vegetated and

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

from any measures when ponded water does not drain completely within 48 hours.

Immediately repair or replace as necessary if the materials become damaged, or stone (if any) dislodged. Remove sediment and after any storm event at least 0.25" per 24 hr, for buildup of excess sediment, undercutting, sags, and other failures.

Inspect wire-backed silt fence (E157-02), RECP (E629-01), and temporary stabilization at least once every 4 calendar days, areas.

12. Submit the Notice of Termination by no later than 15 business days after permanent stabilization of all disturbed

Seed by Hydro-seeder at rate shown on Sheet M02.E.

30 bales per acre.

Mulch - wood fiber or chopped straw at rate of 2 tons per acre. Hydro-mulch at rate ofD.

soil prior to Seeding.

Lime (permanent seeding) - agricultural lime spread at rate of 4 tons/acre. Work intoC.

different analysis. Work into soil prior to seeding.

Fertilizer - 500 pounds per acres of 10-20-20 fertilizer or equivalent poundage ofB.

Topsoil - 4 inch minimum for permanent turf.A.

fertilizing as soon after finish grading as possible. Comply with the following seeding requirements:

11. Hydro-seed and fertilize all disturbed areas not paved or built upon. Perform permanent top-soiling, seeding and and sedimentation.

sediment and the disturbed soil areas resulting from the disposition of temporary measures to prevent further erosion temporary measures are no longer needed, unless otherwise authorized by the CO. Permanently stabilize trapped

10. Remove all temporary erosion and sediment control measures within 30 days after final site stabilization or after the

CONTROL NARRATIVE

EROSION AND SEDIMENT

9. Apply stabilization measures to earthen structures such as embankments, and cut slopes immediately after installation.

land disturbing activity, and make these functional before upslope land disturbance takes place.

8. Construct erosion and sediment control devices and other measures intended to trap sediment as a first step in any project.

7. Stabilize or protect soil stockpiles with secured tarps or other method approved by the CO, during construction of the been complete. Apply permanent stabilization to areas that are to be left dormant for more than six months.

dormant (undisturbed) for longer than 14 days. Apply permanent stabilization within four days after construction has site.