Plans_-_NP-GRSM_116(1).pdf

DESCRIPTION OF PROJECT

IMPROVEMENT:

PLANS PREPARED BY

U.S. DEPARTMENT OF THE INTERIOR

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

DESIGN DESIGNATION:

SPECIFICATIONS:

and Bridges on Federal Highway Projects, FP-14.

Standard Specifications for Construction of Roads

INDEX TO SHEETS

DESCRIPTION

SHEET

PLAN

Administration

Federal Highway

U.S. Department of Transportation

A01 50

STATE OF NORTH CAROLINA

EASTERN TENNESSEE AND

KEY MAP

SCALE IN MILES

0 50 100

Knoxville

Chattanooga Asheville

Raleigh

Wilmington

Charlotte

Greensboro81

26 85

Virginia

South C a ro lin a

T e n n

N C a r.

At la nt ic

Oc ea n

N www.nc811.org

1-800-632-4949

811 or

Waynesville

Newport

Dou gla s L ak e

Townsend

Dome

Clingman's

Cher okee

City

Bryson

Sevierville

Pigeon Forge

Gatlinburg

Natio nal

Park

Great

S moky

Moun tains

NORT

HTE

N N E

S E E

S C A

O R

L

IN

A

N

Fontana Lake

INTERSTATE

INTERSTATE

INTERSTATE

441 411

23 276

SCALE IN MILES

50 10

B lu e

Ridge

P k w y

Maryville

Cove

Cades

Alcoa

R.

A

N .C

N T

INTERSTATE

INTERSTATE

INTERSTATE

75 INTERSTATE

INTERSTATE

Fo o th ill s P a rk w a y

Knoxville

N

E

UNESCO

PLANS FOR PROPOSED

NATIONAL PARK SERVICE

GREAT SMOKY MOUNTAINS NATIONAL PARK

PMIS# 157219

WORLD HERITAGE SITE

PROJECT NP-GRSM 116(1)

SWAIN COUNTY, NORTH CAROLINA

PROJECT NP-GRSM 116(1)

asphalt concrete overlay markings, and other miscellaneous work.

patching, crack cleaning and sealing, permanent pavement area roads, parking areas, and pull-offs, pavement of the Deep Creek Work includes

Standards and Details

Temporary Traffic Control Narrative & Plan

Erosion and Sediment Control Narrative

Tabulation of Quantities and Summary Sheets

Typical Sections

Park Map, Project Location Map

Symbols And Abbreviations

Road Inventory Data and Structure Summary

Title Sheet

S01-S19

N01-N02

M01-M02

C01-C18

B01-B04

A04-A05

A03

A02

A01

PROJECT NP-GRSM 116(1)

LANE MILES:

PROJECT LENGTH:

4.44

3.28 miles

STRUCTURE:

Project Manager Lead DesignerHighway Design Manager

Katerina Roman Mark HooverAlazar Feleke

Posted speeds for all roads are 15 MPH

51¼" ACP17-18'Deep Creek Maintenance and Residence Road

31¼" ACP11-12'Deep Creek Campground Loop 2

31¼" ACP12-13'Deep Creek Campground Loop 1

31¼" ACP18-19'Deep Creek Campground/Tent/Group Access Road

31¼" ACP17-18'Deep Creek Picnic Area Road

21¼" ACP18-19'East Deep Creek Road

21¼" ACP25-27'Deep Creek Campground Entrance Road

11¼" ACP19-20'West Deep Creek Road

CLASSSURFACEWIDTHROAD:

NPS

Creek Road (Rte. 0116) only.

Design designation listed for West Deep

NoneC/A

NCe (max)

20 MPHV (design)

1%Buses

1%Trucks

50/50D

110DHV

460Design ADT (2029)

710Seasonal ADT (2019)

440Current ADT (2019)

0116Route No.

OVERLAY OF DEEP CREEK AREA ROADS

Structure No. 5460-106P, Last inspected 05/23/2017

Tom Branch Road Bridge

Structure No. 5460-100P, Last inspected 05/23/2017

Deep Creek Campground Entrance Bridge

MAY 2019

SHEETS

TOTAL

M a y

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C T S g r s m P r o j_

D e v C

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D A g r s m tt l.

d g n

STATE

NC

PROJECT

No.

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

151,619

A02

STRUCTURE SUMMARY

AND

ROAD INVENTORY DATA

divided by 11 before converting to miles.

11-foot (nominal) lane width to convert into the linear measure. The reported square footage value is

Lane miles for miscellaneous features such as pull-offs and parking areas are determined by using an2.

Lane Miles are calculated by multiplying the centerline roadway length by the number of through lanes.1.

NOTES:

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

PROJECT

GREAT SMOKY MOUNTAINS NATIONAL PARK

No.

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

A03 R/W

R/W

No Symbol

P or

UD UD

W

No Symbol

P or

UD UD

W c

PROPOSEDEXISTING

PROJECTED

EXISTING PROPOSED

B-1

TP-1

ABBREVIATIONS

SYMBOLS AND

Drop Inlet DI

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

Distance dist.

Diaphragm diaph.

Diameter D, dia., or

Diagonal diag.

Design speed V

Design hourly volume DHV

Low water LW

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.

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

(curve delta or deflection)

Curve total angle

(spiral curve transitions)

Curve central angle

Culvert culv.

Corrugated metal pipe CMP

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 L

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

FO=Fibre optics

T=Telephone, P&T or E&T=Joint Power/Electrical and Telephone

E=Electrical for distribution line

P=Electrical for transmission line

OVERHEAD(POWER POLE) UTILITIES

E=electrical, FO=fiber optics, P&T=power/electric SD=storm drain, T=telephone, W=water G=gas, O=oil, P=power, SA or FMS=sanitary sewer, UNDERGROUND UTILITIES

UNABLE TO DETERMINE

ELECTRIC BOX, PULL BOX, or

TELEPHONE BOOTH or PEDESTAL, or UTD

TB, TP, EB, PB,

or UTD

TB, TP, EB, PB,

Average daily traffic ADT

Alternate alt.

Ahead AH

Aggregate aggr.

Abutment Abut.

Footing ftg.

Flange flg.

Finish fin.

Inside diameter ID

West W

Expansion joint exp. jt.

Excavation exc.

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

Gage(gauge) ga.

Galvanized galv.

High water HW

Hexagon hex.

Headwall hdwl.

Joint jt.

North N

Normal crown NC or NCR

Route Rte.

Roadway Rdwy.

Right-of-way R/W

Right Rt., rt.or RT

Required reqd.

Reinforcement (reinforced) reinf.

Range R.

Radius R

Symmetrical sym.

Superelevation rate e

Structure struc.

Stringer stgr.

Stiffener stiff.

Station Sta.

Standard std.

Spiral central angle s

Spacing, spaces or spaced spa.

South S

Section Sec.

Vertical point of intersection VPI

Vehicle per hour vph embankment

Mechanically stabilized MSE

Monument mon. or MON

Minimum min.

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

Maximum max.

Material matl.

Mainline M.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

Point of compound curve PCC

Plate pl.

PHTPhoto monument

Pavement pvmt.

Bench mark BM

Beginning beg.

Bearing brg.

Balance point BP

Back BK

FOREST BOUNDARY

NATIONAL PARK or

SECTION LINE16

SECTION LINE4

SECTION LINE

COUNTY BOUNDARY

CITY BOUNDARYCITY BOUNDARY

NATIONAL BOUNDARY

STATE BOUNDARY

TOWNSHIP or RANGE LINE

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

MATERIAL SOURCE

NORTH ARROW

BORING LOCATION

RIPRAP/CULVERT RIPRAP

CHECK DAM

DIVERSION BERM

SILT FENCE

DIVERSION CHANNEL

TEST PIT

LAKE, POND or RESERVOIR; MARSHLAND

SLOPE STAKE

SECTION CORNER

SECTION CORNER4

SECTION16

PROPERTY CORNER

PARCEL NUMBER

EASEMENT (Permanent - Construction)

ROUTE NUMBERS

RIGHT-OF-WAY LINE

with MONUMENT

RIGHT-OF-WAY LINE

ROADWAY, EXISTING

INTERMITTENT DRAINAGE/ SMALL CREEK

LARGE CREEK/RIVER

RAILROAD

SPRING

TRAIL

TREELINE; TREE

BUILDING

UNDERDRAIN

BOX CULVERT

CULVERT with DROP INLET

PIPE CULVERT with HEADWALL

PIPE CULVERT with END SECTION

PIPE CULVERT (arrow shows flow)

BRIDGE

RETAINING WALL

STREET LIGHT

SUPPORT POLE with ANCHOR

SIGNS

PORTABLE

POST MOUNTED

GUARDRAIL

CATTLEGUARD

GATE with FENCE

FENCE

MEDIAN & SIDE (CONCRETE) BARRIER

TOP OF CUT

TOE OF FILL

TRANSITION

SINGLE TRACK

MULTIPLE TRACK

EOP

EOG

INTERSTATE U.S. STATE

or wall face

R/W

R/W

P/E C/E

P

W

P/E C/E

P

W

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 wall face

P/LP/L

LIMITS OF DISTURBANCE (LOD)

WLWheel Line

V.C.Visitor Center

VCVertical Curve

TCTop of Curb

SDStorm Drain

ShldrShoulder

SSSanitary Sewer

RCPReinforced Concrete Pipe

RCBCReinforced Concrete Box Culvert

H.Q.Park Headquarters

NMSANominal Maximum Size Aggregate

NFGNewfound Gap

IEInvert Elevation

GRSMGreat Smoky Mountains National Park

GBYGatlinburg Bypass

FHPFoothills Parkway

Ex or ExistExisting

CPControl Point

BYPBypass

ACPAsphalt Concrete Pavement

GENERAL:

SYSolid Yellow

SWSolid White

DSYDouble Solid Yellow

DWDotted White

BYBroken Yellow

BWBroken White

PAVEMENT MARKINGS:

ASPHALT PAVEMENT PATCHING, TYPE 1 OR 2

N

FIBER ROLLS

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

SCALE IN MILES

30 6

A04

PARK MAP

PROJECT NP-GRSM 116(1)

of roads and parking areas within the Deep Creek Area.

Refer to the Project Location Map for schedule breakdown

NOTE:

INTERSTATE

INTERSTATE

SPRINGS

KINZEL

COVE CREEK

DELLWOOD

GATLINBURG

COSBY

HAYWOOD CO.

SWAIN CO.

C O

C K

E C

O

S E

V

IE

R C

O

G R

A H

A M C

O

S W

A I N C

O

GAPROAD

N

EW

FO

UN

D

S E

V I E

R C

O

B L

O U

N T C

O

LAKE

CATALOOCHEE

A P P A

LA

C H

IA

N

T R A

ILS

E V

IE

R C

O

B L O

U N

T C

O

CHILHOWEE

PA

R S O

N B

R A N C H

R O

A D

WALLAND

V.C.

CADES

COVE

ABRAMS

CREEK

CLINGMANS

DOME

ELKMONT

GREENBRIER

BIG CREEK

FONTANA

TWENTYMILE

FONTANA

VILLAGE

ROCK

LOOK

CREEK

DEEP

V.C. & H.Q.

SUGARLANDS

COVE

WEAR

TRAIL

MOTOR NATURE

ROARING FORK

DAM

FONTANA

CAMPGROUND

COSBY

F O

O T

H I L L S

P A

R K

W A

Y

NATIO

NAL

PARKTRAIL

A P P

A L A

C H

IA

N

TENNESSEE

NORTH C

AROLIN

A

YA

W

K R

A

P

L

L I

H T

O O

F

SMOKEMONT

CHEROKEE

MAGGIE

BLUE RIDGE

PA

R K

W A Y

TO

BYP

MOUNTAIN

BALSAM

GREAT

SM

OKY

MOUNTAIN

BRYSON

CITY

(QUALLA BOUNDARY)

INDIAN RESERVATION

EASTERN CHEROKEE

PIGEON FORGE 321

R O

A D

INSTITUTE

TREMONT

L A

U R

E L C

R E E

K

(150 miles)

GEORGIA

TO ATLANTA,

(16 miles)

NORTH CAROLINA

TO ROBBINSVILLE,

(24 miles)

TENNESSEE

MARYVILLE,

TO

(10 miles)

TENNESSEE

MARYVILLE,

TO

TENNESSEE

& KNOXVILLE (34 miles), TO SEVIERVILLE (9 miles)

(10 miles)

TENNESSEE

TO NEWPORT,

(30 miles)

NORTH CAROLINA

TO ASHEVILLE,

(10 miles)

NORTH CAROLINA

TO DILLSBORO,

TOWNSEND

V.C.

OCONALUFTEE

E L

T

TI

L

EVOC SEDAC DA

OR P

O O

L

DR

P

A G

KEERC

N

EGROG

DAOR

REVIR

GNIT

H

GIF

M a y

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D e v C

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

et R et R et R

10 etR

A et

R

Z C et R

Z B et R

Z B et R

ZB6320 etR

SCALE IN FEET

0 150 300 et R yl n

O st n e

T s eti S st n e T s'

V R

7 , 5-s eti

S st n e T s'

V R s eti

S1

2 3 yr a d n u o

B kr a P li ar

T e sr o

H k e er

C p e e

D

Station

Ranger

A05

PROJECT LOCATION MAP

d R yr et e m e C k e er C p e e D

Falls and Trail

To Indian Creek

(3 miles)

Route 19

To U.S.

To Bryson City (2.5 miles)

100P

106P hcnar B mahruD ke er

C p e e

D et R sff o -ll u p a er

A ci n ci

P

Parking

Trailer

Horse

N sr eli art ,s kc urt oN ;)devapnu( d a o

R h c n a r

B m o T et o

N e e S( et o

N e e S(

Residence

Garages

B

A

Kiosk

Campground*

Tom Branch Road Bridge5460-106P

Deep Creek Campground Entrance Bridge5460-100P

Structure NameStruct. No.

Bridge Structures

Campground Sites 53-77----

Campground Sites 43-52, 78-92----

Deep Creek Campground Dump Station104316

Deep Creek Campground Parking Area C #31039CZ15

Deep Creek Campground Parking Area C #21039BZ14

Deep Creek Campground Parking Area C #11039AZ13

Deep Creek Maintenance and Residence Road0445--

Deep Creek Campground Loop 20236CZ--

Deep Creek Campground Loop 10236BZ--

Deep Creek Campground / Tent / Group Access Road0236A--

SCHEDULE C

Picnic Area pull-offs--

Deep Creek Picnic Area Parking #81038HZ12

Deep Creek Picnic Area Parking #71038GZ11

Deep Creek Picnic Area Parking #61038FZ10

Deep Creek Picnic Area Parking #51038EZ9

Deep Creek Picnic Area Parking #41038DZ8

Deep Creek Picnic Area Parking #31038CZ7

Deep Creek Picnic Area Parking #21038BZ6

Deep Creek Picnic Area Parking #11038AZ5

Deep Creek Picnic Area Road0208--

SCHEDULE B

Deep Creek Campground Entrance Parking10424

Deep Creek Emergency Vehicle Parking10403

Deep Creek Falls and Trail Parking10362

Deep Creek Picnic Shelter Parking10411

East Deep Creek Road0167--

Deep Creek Campground Entrance Road0138--

West Deep Creek Road0116--

Route NameRte No.No.

SCHEDULE A

ROADS AND PARKING AREAS

Schedule B

Schedule A

Schedule A

). See sheet C05.Culvert replacement ( -†

See sheets C06 and C13, respectively.

).traffic loop detectors (main entrance, Transverse rumble strip pavement markings and -‡

See sheets B01 and C07.

).Asphalt concrete apron (two locations, -*

7. Miscellaneous work includes the following:

Campground Parking Area C #3.

dumpsters relocated from the end of road near Deep Creek of construction activities on Route 0236A to have the trash

6. Notify the CO at least 10 days in advance of the start to the plans and as directed by the CO.

vary in size and configuration. Pave these sites according campground sites 43-92. These Campground Site Pull-offs

5. Paved areas for vehicular parking are not shown for

Road and Tom Branch Road.

4. Commercial vehicles are prohibited on Newfound Gap

5460-100P and 5460-106P.

3. Do not pave the decks of Bridge Structure Numbers paving limits in the field.

2. The CO will mark the begin and end points of the

Deep Creek Road and East Deep Creek Road.

1. The project begins at the Park boundary line for West

NOTES:

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

B01

TYPICAL SECTIONS

SCHEDULE A

NO SCALE

EXISTING PAVEMENT STRUCTURE PROPOSED PAVEMENT STRUCTURE

CL

Roadway exist.

Match exist.

Match

Existing ground

2'-0"

Shldr

Aggregate base, unknown depth

Asphalt concrete pavement, unknown depth

Asphalt tack coat varies

WEST DEEP CREEK ROAD

MP 0.40 to MP 0.58

Existing Concrete Curb and Sidewalk

WEST DEEP CREEK ROAD

Various locations

Flush Concrete Curb and Sidewalk Areas

Do not disturb existing concrete curb

Do not disturb existing concrete sidewalk

Proposed pavement

See Note 9

3'-0"

SCHEDULE A ROADS

See Paving Summary for locations varies

15'-0" min.

Pull-off or parking area

Existing ground exist.

Match

PARKING AREAS AND PULL-OFFS

Pave to face of existing wheelstop exist.

Match s ei r a v

Do not disturb wood bollard and railing

Concrete curb and sidewalk, 9'-6" to 10'-0"

Travel lane

EXISTING PAVEMENT STRUCTURE PROPOSED PAVEMENT STRUCTURE

Asphalt concrete pavement, unknown depth

Aggregate base, unknown depth

Asphalt tack coat type 2 (FDP-2), see detail Sheet B04

Asphalt concrete pavement patching, Proposed pavement

Width varies by road (see below)

Travel way

18'-0" to 19'-0"MP 0.00 to MP 0.12Deep Creek Campground Entrance Road to Park Boundary East Deep Creek Road

25'-0" to 27'-0"MP 0.00 to MP 0.14West Deep Creek Road to End of Loop Deep Creek Campground Entrance Road

19'-0" to 20'-0"MP 0.00 to MP 0.63Park Boundary to End of Road West Deep Creek Road

Travel Way WidthMP to MPDescriptionRoad Name

Asphalt Concrete Overlay:

Travel laneTravel lane

3'-0"

Ditch

8% max.

8% max.

2'-0"

Shldr

Recondition ditch, see

Notes 6 and 7 (Schedule D)

Aggregate-topsoil course, 2-inch depth, see Notes 5 and 7

2-inch depth, see Notes 5 and 7

Aggregate-topsoil course, Travel lane

Wood bollard

Wood railing

Do not disturb existing concrete wheelstop

Tom Branch Road Bridge

Entrance at Horse Trailer Parking and

Varies

12'-0"

Limits of disturbance

Asphalt concrete pavement, Type 2, 4-inch depth

Excavate existing material, depth varies

10'-0"

Asphalt apron

V :1

H

Roadway aggregate, Method 2, 4-inch depth variable depth

Roadway aggregate, Method 2, or bridge deck (Tom Branch Road Bridge)

End of paved entrance (Horse Trailer Parking)

-inch depth4 1<0.3M ESALs, Type IV roughness, 1

-inch NMSA,8 3Asphalt concrete pavement, Gyratory Mix, -inch depth4 1<0.3M ESALs, Type IV roughness, 1

-inch NMSA,8 3Asphalt concrete pavement, Gyratory Mix, Existing aggregate parking or road

Existing ground

ASPHALT CONCRETE TRANSITION APRON

protective sheeting as directed by the CO.

during all asphalt concrete operations with plastic or other features (i.e., decks, approach slabs, and concrete backwalls) concrete islands, concrete wheelstops, manholes, and bridge

11. Protect roadside elements such as stone curb, concrete curb, Branch Road Bridge.

Parking and to transition from the timber bridge deck of Tom paved entrance to the aggregate surface at Horse Trailer

10. Construct asphalt concrete apron to transition from the proposed asphalt pavement.

pavement overlay thickness to these features. Do not feather positive drainage. Provide for full depth of proposed asphalt drainage features (i.e., inlets, trench drains, etc.) to maintain

Also, perform variable depth milling adjacent to any fixed sidewalk flush with top of pavement to maintain existing grade.

9. Perform variable depth milling adjacent to concrete curb and existing bridge decks.

for begin and end of paving limits and to tie new paving into

8. Construct pavement transitions according to Detail E401-01

Section 625.

7. Apply turf establishment to disturbed areas according to tie into existing ground with minimal disturbance.

Reshape ditches as necessary to achieve positive drainage and at locations designated in the plans or as directed by the CO.

6. Perform ditch reconditioning according to Subsection 303.03 shoulders. Round hinge points as directed by the CO.

shoulder rollover is 8 percent for aggregate-topsoil course

½-inch below the finished top edge of pavement. Maximum a final shoulder elevation adjacent to the pavement edge, at by the CO. Place 2 inches of aggregate-topsoil course. Maintain

303.04 at locations designated in the plans or as directed

5. Perform shoulder reconditioning according to Subsection prior to placing asphalt overlay.

4. Seal all cracks according to Section 414 and Detail E414-01A

3. Limit asphalt overlay to within existing edge of pavements.

existing field conditions.

2. Match roadway cross slopes and superelevations to borings were performed for this project.

1. Existing pavement depths are unknown. No pavement

NOTES:

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

B02

SCHEDULE B

NO SCALE

EXISTING PAVEMENT STRUCTURE PROPOSED PAVEMENT STRUCTURE

CL

Roadway exist.

Match exist.

Match

2'-0"

Shldr

Aggregate base, unknown depth

Asphalt concrete pavement, unknown depth

Asphalt tack coat

See Paving Summary for locations

15'-0" min.

Pull-off or parking area

Existing ground

EXISTING PAVEMENT STRUCTURE PROPOSED PAVEMENT STRUCTURE

exist.

Match

Asphalt concrete pavement, unknown depth

Aggregate base, unknown depth

DEEP CREEK PICNIC AREA ROAD

varies

17'-0" to 18'-0"

Travel lane

17'-0" to 18'-0"

Travel lane

Asphalt tack coat type 1 (FDP-1), see detail Sheet B04

Asphalt concrete pavement patching, 3'-0"

Ditch

8% max.

Aggregate-topsoil course, 2-inch depth, see Notes 5 and 7

Recondition ditch, see

Notes 6 and 7 (Schedule D)

-inch depth4 1<0.3M ESALs, Type IV roughness, 1

-inch NMSA,8 3Asphalt concrete pavement, Gyratory Mix, -inch depth4 1<0.3M ESALs, Type IV roughness, 1

-inch NMSA,8 3Asphalt concrete pavement, Gyratory Mix, Existing ground existing concrete wheelstop(s), see Note 10

Pave to face of existing wheelstop. Do not disturb

EXISTING PAVEMENT STRUCTURE PROPOSED PAVEMENT STRUCTURECL

Roadway exist.

Match exist.

Match

Aggregate base, unknown depth

Asphalt concrete pavement, unknown depth

Asphalt tack coat

17'-0" to 18'-0"

Travel lane type 1 (FDP-1), see detail Sheet B04

Asphalt concrete pavement patching, -inch depth4 1<0.3M ESALs, Type IV roughness, 1

-inch NMSA,8 3Asphalt concrete pavement, Gyratory Mix, Existing ground

PROPOSED PAVEMENT STRUCTURE

exist.

Match

10'-0" to 12'-0"

Pull-off

Asphalt tack coat variable width

Existing grass median

-inch depth4 1<0.3M ESALs, Type IV roughness, 1

-inch NMSA,8 3Asphalt concrete pavement, Gyratory Mix, 8% max.

2-inch depth, see Notes 5 and 7

Aggregate-topsoil course, See Paving Summary for locations

PICNIC AREA PULL-OFFS

(Do not disturb) concrete wheelstop

Do not disturb existing

DEEP CREEK PICNIC AREA PARKING #1 to #8

DEEP CREEK PICNIC AREA ROAD

West Deep Creek Road at MP 0.00 to MP 0.22

Asphalt Concrete Overlay:

MP 0.22 to End of Loop at MP 0.39

Asphalt Concrete Overlay:

1038CZ, respectively.

Creek Picnic Area Parking #2 and #3, Routes 1038BZ and

10. Remove and reset existing concrete wheelstops in Deep protective sheeting as directed by the CO.

during all asphalt concrete operations with plastic or other features (i.e., decks, approach slabs, and concrete backwalls) concrete islands, concrete wheelstops, manholes, and bridge

9. Protect roadside elements such as stone curb, concrete curb, existing bridge decks.

for begin and end of paving limits and to tie new paving into

8. Construct pavement transitions according to Detail E401-01

Section 625.

7. Apply turf establishment to disturbed areas according to tie into existing ground with minimal disturbance.

Reshape ditches as necessary to achieve positive drainage and at locations designated in the plans or as directed by the CO.

6. Perform ditch reconditioning according to Subsection 303.03 shoulders. Round hinge points as directed by the CO.

shoulder rollover is 8 percent for aggregate-topsoil course

½-inch below the finished top edge of pavement. Maximum a final shoulder elevation adjacent to the pavement edge, at by the CO. Place 2 inches of aggregate-topsoil course. Maintain

303.04 at locations designated in the plans or as directed

5. Perform shoulder reconditioning according to Subsection prior to placing asphalt overlay.

4. Seal all cracks according to Section 414 and Detail E414-01A

3. Limit asphalt overlay to within existing edge of pavements.

existing field conditions.

2. Match roadway cross slopes and superelevations to borings were performed for this project.

1. Existing pavement depths are unknown. No pavement

NOTES:

2'-0"

Shldr

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D e v C

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D B g r s m ty p .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

B03

SCHEDULE C

NO SCALE

EXISTING PAVEMENT STRUCTURE PROPOSED PAVEMENT STRUCTURE

CL

Roadway exist.

Match

Existing ground

2'-0"

Shldr

Aggregate base, unknown depth

Asphalt concrete pavement, unknown depth

Asphalt tack coat varies

Existing groundexist.

Match

Pave to face of existing wheelstop

Do not disturb existing concrete wheelstop varies

11'-0" to 13'-0"

Travel lane

9'-0" to 9'-6"

Travel lane

9'-0" to 9'-6"

Travel lane

EXISTING PAVEMENT STRUCTURE

PROPOSED PAVEMENT STRUCTURE

CL

Roadway exist.

Match exist.

Match

Aggregate base, unknown depth

Asphalt concrete pavement, unknown depth Asphalt tack coat

DEEP CREEK CAMPGROUND / TENT / GROUP ACCESS ROAD

Deep Creek Campground Entrance Road to End of Pavement, MP 0.00 to MP 0.27

Asphalt Concrete Overlay:

DEEP CREEK CAMPGROUND LOOP 2

DEEP CREEK CAMPGROUND LOOP 1 AND

Existing ground

10'-0" min.

Pull-off

CAMPGROUND SITE PULL-OFFS

exist.

Match

Existing ground

DEEP CREEK CAMPGROUND PARKING AREAS

See Paving Summary for locations

9'-0" to 9'-6"

Travel lane

30'-0" typ.

Parking area

Concrete curb

Asphalt tack coat

Asphalt tack coat type 2 (FDP-2), see detail Sheet B04

Asphalt concrete pavement patching, type 2 (FDP-2), see detail Sheet B04

Asphalt concrete pavement patching, 3'-0"

Ditch

2'-0"

Shldr

8% max.

2-inch depth, see Notes 5 and 7

Aggregate-topsoil course, Notes 6 and 7 (Schedule D)

Recondition ditch, see

Aggregate-topsoil course, 2-inch depth, see Notes 5 and 7

Recondition ditch, see

Notes 6 and 7 (Schedule D)

3'-0"

Ditch

11'-0" to 12'-0"MP 0.00 to MP 0.20Deep Creek Campground Loop 1 to Deep Creek Campground Loop 1Deep Creek Campground Loop 2

12'-0" to 13'-0"MP 0.00 to MP 0.41Deep Creek Campground Entrance Road to End of LoopDeep Creek Campground Loop 1

Travel Way WidthMP to MPDescriptionRoad Name

Asphalt Concrete Overlay:

Width varies by road (see below)

Travel way

(Do not disturb) and sidewalk

See Paving Summary

-inch depth4 1<0.3M ESALs, Type IV roughness, 1

-inch NMSA,8 3Asphalt concrete pavement, Gyratory Mix, -inch depth4 1<0.3M ESALs, Type IV roughness, 1

-inch NMSA,8 3Asphalt concrete pavement, Gyratory Mix, -inch depth4 1<0.3M ESALs, Type IV roughness, 1

-inch NMSA,8 3Asphalt concrete pavement, Gyratory Mix, -inch depth4 1<0.3M ESALs, Type IV roughness, 1

-inch NMSA,8 3Asphalt concrete pavement, Gyratory Mix, protective sheeting as directed by the CO.

during all asphalt concrete operations with plastic or other features (i.e., decks, approach slabs, and concrete backwalls) concrete islands, concrete wheelstops, manholes, and bridge

10. Protect roadside elements such as stone curb, concrete curb, proposed asphalt pavement.

pavement overlay thickness to these features. Do not feather positive drainage. Provide for full depth of proposed asphalt drainage features (i.e., inlets, trench drains, etc.) to maintain

Also, perform variable depth milling adjacent to any fixed ramps flush with top of pavement to maintain existing grade.

9. Perform variable depth milling adjacent to concrete curb existing bridge decks.

for begin and end of paving limits and to tie new paving into

8. Construct pavement transitions according to Detail E401-01

Section 625.

7. Apply turf establishment to disturbed areas according to tie into existing ground with minimal disturbance.

Reshape ditches as necessary to achieve positive drainage and at locations designated in the plans or as directed by the CO.

6. Perform ditch reconditioning according to Subsection 303.03 shoulders. Round hinge points as directed by the CO.

shoulder rollover is 8 percent for aggregate-topsoil course

½-inch below the finished top edge of pavement. Maximum a final shoulder elevation adjacent to the pavement edge, at by the CO. Place 2 inches of aggregate-topsoil course. Maintain

303.04 at locations designated in the plans or as directed

5. Perform shoulder reconditioning according to Subsection prior to placing asphalt overlay.

4. Seal all cracks according to Section 414 and Detail E414-01A

3. Limit asphalt overlay to within existing edge of pavements.

existing field conditions.

2. Match roadway cross slopes and superelevations to borings were performed for this project.

1. Existing pavement depths are unknown. No pavement

NOTES:

M a y

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R O J E

C T S g r s m P r o j_

D e v C

A D

D B g r s m ty p .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

B04

NO SCALE

CL ROAD

12"

12"

AREA

DISTRESSED

to distress area

Saw cut parallel/perpendicular o r f u ll l a n e m a x o r ½ l a n e m in s e e N o te

Plan Detail

PATCHING LIMITS

ASPHALT PAVEMENT

Geotextile, Class 2, Type E

FULL DEPTH PATCH, TYPE 1 (FDP-1):

Section Detail

FULL DEPTH PATCH, TYPE 1 (FDP-1)

ASPHALT PAVEMENT, BASE, AND SUBGRADE

patching area (see Note 4) min. = ½ lane width

Existing aggregate base

Existing asphalt pavement pavement and aggregate base

Remove existing asphalt

ALL SCHEDULES

Asphalt concrete pavement, Type 2, see Note 3

Roadway aggregate, Method 2, 6-inch depth

Asphalt tack coat

Asphalt tack coat

FULL DEPTH PATCH, TYPE 2 (FDP-2):

patching area (see Note 4) min. = ½ lane width

Existing aggregate base

Existing asphalt pavement

Asphalt tack coat

Asphalt tack coat

Section Detail

FULL DEPTH PATCH, TYPE 2 (FDP-2)

ASPHALT PAVEMENT

Asphalt concrete pavement, Type 2, see Note 3

Asphalt tack coat

Asphalt tack coat pavement

Remove existing asphalt by the CO (see Note 1)

Length as determined

-inch depth4 1<0.3M ESALs, Type IV roughness, 1

-inch NMSA,8 3Asphalt concrete pavement, Gyratory Mix, -inch depth4 1<0.3M ESALs, Type IV roughness, 1

-inch NMSA,8 3Asphalt concrete pavement, Gyratory Mix, protective sheeting as directed by the CO.

during all asphalt concrete operations with plastic or other features (i.e., decks, approach slabs, and concrete backwalls) concrete islands, concrete wheelstops, manholes, and bridge

5. Protect roadside elements such as stone curb, concrete curb, pavement.

if patching limits are less than 24 inches from the edge of

4. Extend asphalt pavement patching limits to edge of pavement pavement patching areas. Place asphalt in 2 lifts.

4 inches for asphalt concrete pavement depths in asphalt

3. Match adjacent existing pavement depths, to a minimum of pavements.

to Section 418. Do not saw cut newly applied asphalt concrete asphalt overlay. Perform asphalt pavement patching according

2. Perform asphalt pavement patching prior to placing final roadway prior to beginning asphalt pavement patching activities.

1. Coordinate with the CO to identify patching limits along the

NOTES:

Saw cut existing pavement Saw cut existing pavement

M a y

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C T S g r s m P r o j_

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

C01

SCHEDULE A

TABULATION OF QUANTITIES

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

C02

SCHEDULE B

M a y

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C T S g r s m P r o j_

D e v C

A D

D C g r s m q ty .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

C03

SCHEDULE C

M a y

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D e v C

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D C g r s m q ty .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

C04

EROSION AND SEDIMENT CONTROL

SUMMARIES AND SCHEDULES

M a y

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

DRAINAGE SUMMARY

C05

M a y

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

C06 detectors. Install new pull box for each new set of loop detectors.

2. Locate and abandon the existing loop detectors in place. Install the new loop detectors 10 to 20 feet from the existing loop existing conduit and loop detector configurations.

1. Traffic Count Station Inspection Reports are available from the CO for all count stations. Refer to Inspection Reports for

NOTES:

TRAFFIC DETECTOR LOOPS

M a y

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C T S g r s m P r o j_

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

C07

6. Pavement patching quantities are estimated at 1 to 2% of the total surface area for all roads.

parking areas (SQFT/11/5280) in miles.

5. Crack cleaning and sealing quantities are estimated at the roadway length and equivalent length for inventoried

Tack coat is estimated at 0.10 gallons per square yard of asphalt pavement surface area.4.

(2.05 tons per cubic yard).

3. Asphalt concrete pavement quantities are estimated using an asphalt concrete unit weight of 152 pounds per cubic foot are assumed as 2-feet for all roads.

2. Shoulder reconditioning quantities are estimated at 5% of the total shoulder lengths (roadway length x2). Shoulder widths width at the specified location.

pavement milling quantities are based on providing a pavement transition according to Detail E401-01 and the actual roadway

1. Pavement widths are the average of pavement width measurements taken during the RIP Cycle 5 data collection. Aspahlt

NOTES:

PAVING

M a y

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C T S g r s m P r o j_

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

C08

6. Pavement patching quantities are estimated at 2% of the total surface area for all roads.

parking areas (SQFT/11/5280) in miles.

Crack cleaning and sealing quantities are estimated at the roadway length and equivalent length for inventoried5.

4. Tack coat is estimated at 0.10 gallons per square yard of asphalt pavement surface area.

(2.05 tons per cubic yard).

3. Asphalt concrete pavement quantities are estimated using an asphalt concrete unit weight of 152 pounds per cubic foot by the CO.

are assumed as 2-feet for all roads. Perform additional shoulder reconditioning along the Picnic Area pull-offs as directed

2. Shoulder reconditioning quantities are estimated at 5% of the total shoulder lengths (roadway length x2). Shoulder widths

1. Pavement widths are the average of pavement width measurements taken during the RIP Cycle 5 data collection.

NOTES:

M a y

A

M M P

R O J E

C T S g r s m P r o j_

D e v C

A D

D C g r s m q ty .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

C09

6. Pavement patching quantities are estimated at 2% of the total surface area for all roads.

parking areas (SQFT/11/5280) in miles.

5. Crack cleaning and sealing quantities are estimated at the roadway length and equivalent length for inventoried

Tack coat is estimated at 0.10 gallons per square yard of asphalt pavement surface area.4.

(2.05 tons per cubic yard).

Asphalt concrete pavement quantities are estimated using an asphalt concrete unit weight of 152 pounds per cubic foot3.

are assumed as 2-feet for all roads.

2. Shoulder reconditioning quantities are estimated at 5% of the total shoulder lengths (roadway length x2). Shoulder widths

1. Pavement widths are the average of pavement width measurements taken during the RIP Cycle 5 data collection.

NOTES:

M a y

A

M M P

R O J E

C T S g r s m P r o j_

D e v C

A D

D C g r s m q ty .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

C10

Obtain CO approval for final sign location prior to installation.4.

See the latest edition of the "Standard Highway Signs" manual for sign dimensions, legend, and colors.3.

Provide aluminum sign panels and wood sign posts according to Section 633.2.

and Detail E633-01.

Install signs and supports in accordance with the latest edition of the "Manual on Uniform Traffic Control Devices"1.

NOTES:

PERMANENT SIGNING

M a y

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C T S g r s m P r o j_

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

C11

See the latest edition of the "Standard Highway Signs" manual for sign dimensions, legend, and colors.3.

Provide aluminum sign panels and wood sign posts according to Section 633.2.

and Detail E633-01.

Install signs and supports in accordance with the latest edition of the "Manual on Uniform Traffic Control Devices"1.

NOTES:

M a y

A

M M P

R O J E

C T S g r s m P r o j_

D e v C

A D

D C g r s m q ty .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

C12

See the latest edition of the "Standard Highway Signs" manual for sign dimensions, legend, and colors.3.

Provide aluminum sign panels and wood sign posts according to Section 633.2.

and Detail E633-01.

Install signs and supports in accordance with the latest edition of the "Manual on Uniform Traffic Control Devices"1.

NOTES:

M a y

A

M M P

R O J E

C T S g r s m P r o j_

D e v C

A D

D C g r s m q ty .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

C13

PERMANENT PAVEMENT MARKINGS

Provide Accessibility Parking Space Marking w/ Symbol & blue background.5.

proposed locations of all pavement markings for review and approval of the CO prior to installation.

4. Match proposed pavement markings to existing pavement markings, gaps, and breaks unless otherwise directed by the CO. Layout

3. For line widths wider than 4 inches, the measured length of a line is adjusted to a ratio of the required width to 4 inches.

lines, gore areas for both lane separation and accessible parking, stop lines, and stall lines for parking areas and pull-offs.

2. Centerline quantities are estimated assuming a double yellow centerline. Other solid line markings may include edge (fog)

E634-A, and E634-B.

1. Place permanent pavement markings according to the latest edition of the MUTCD and Details E634-01A, E634-04A, E634-05A, NOTES:

M a y

A

M M P

R O J E

C T S g r s m P r o j_

D e v C

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D C g r s m q ty .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

C14

Provide Accessibility Parking Space Marking w/ Symbol & blue background.5.

proposed locations of all pavement markings for review and approval of the CO prior to installation.

4. Match proposed pavement markings to existing pavement markings, gaps, and breaks unless otherwise directed by the CO. Layout

3. For line widths wider than 4 inches, the measured length of a line is adjusted to a ratio of the required width to 4 inches.

lines, gore areas for both lane separation and accessible parking, stop lines, and stall lines for parking areas and pull-offs.

2. Centerline quantities are estimated assuming a double yellow centerline. Other solid line markings may include edge (fog)

E634-A, and E634-B.

1. Place permanent pavement markings according to the latest edition of the MUTCD and Details E634-01A, E634-04A, E634-05A, NOTES:

M a y

A

M M P

R O J E

C T S g r s m P r o j_

D e v C

A D

D C g r s m q ty .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

C15

Provide Accessibility Parking Space Marking w/ Symbol & blue background.5.

proposed locations of all pavement markings for review and approval of the CO prior to installation.

4. Match proposed pavement markings to existing pavement markings, gaps, and breaks unless otherwise directed by the CO. Layout

3. For line widths wider than 4 inches, the measured length of a line is adjusted to a ratio of the required width to 4 inches.

lines, gore areas for both lane separation and accessible parking, stop lines, and stall lines for parking areas and pull-offs.

2. Centerline quantities are estimated assuming a double yellow centerline. Other solid line markings may include edge (fog)

E634-A, and E634-B.

1. Place permanent pavement markings according to the latest edition of the MUTCD and Details E634-01A, E634-04A, E634-05A, NOTES:

M a y

A

M M P

R O J E

C T S g r s m P r o j_

D e v C

A D

D C g r s m q ty .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

C16 signs, and portable changeable message signs. Obtain CO approval for sign location prior to installation.

See Temporary Traffic Control Advanced Signing and Closure Plan for approximate location of warning lights, construction5.

Mount signs on single 4-inch by 4-inch wood post unless otherwise noted.4.

See the latest edition of the "Standard Highway Signs" manual for sign dimensions, legend and colors.3.

Provide aluminum sign panels according to Section 635.2.

Install signs and supports in accordance with the latest edition of the MUTCD and Detail E635-01.1.

TEMPORARY TRAFFIC CONTROL SIGNING

M a y

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C T S g r s m P r o j_

D e v C

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

C17 portable changeable message signs. Obtain CO approval for sign location prior to installation.

See Temporary Traffic Control Advanced Signing Plan for approximate location of warning lights, construction signs, and5.

Mount signs on single 4-inch by 4-inch wood post unless otherwise noted.4.

See the latest edition of the "Standard Highway Signs" manual for sign dimensions, legend and colors.3.

Provide aluminum sign panels according to Section 635.2.

Install signs and supports in accordance with the latest edition of the MUTCD and Detail E635-01.1.

M a y

A

M M P

R O J E

C T S g r s m P r o j_

D e v C

A D

D C g r s m q ty .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

C18 portable changeable message signs. Obtain CO approval for sign location prior to installation.

See Temporary Traffic Control Advanced Signing Plan for approximate location of warning lights, construction signs, and5.

Mount signs on single 4-inch by 4-inch wood post unless otherwise noted.4.

See the latest edition of the "Standard Highway Signs" manual for sign dimensions, legend and colors.3.

Provide aluminum sign panels according to Section 635.2.

Install signs and supports in accordance with the latest edition of the MUTCD and Detail E635-01.1.

M a y

A

M M P

R O J E

C T S g r s m P r o j_

D e v C

A D

D C g r s m q ty .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

M01

CONTROL NARRATIVE

EROSION AND SEDIMENT

Wood fiber

0.33 acres

24 hours of completing a site inspection.

Record the inspection date and summary of findings within

Clean clogged inlet protections or replace clogged or damaged inlet protection as necessary.

Inlet protection - Inspect to ensure that inlet protections remain firmly in place and are not damaged or clogged.

reaches half the height of the device. Replace damaged fiber roll within 24 hours of inspections.

Fiber roll - Inspect weekly and after each runoff event. Remove sediment deposits from the fiber roll when it

MAINTENANCE AND INSPECTION PROCEDURES

Remove all other perimeter controls when directed by the CO.

Remove fiber rolls only after areas are stabilized and vegetation is well established.

vegetation has not established.

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

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

Provide fiber roll around all stockpiled excavated roadway material.

Do not allow ponded water to encroach into the travel lanes.

shoulder areas according to Section 625.

As soon as practical, but not to exceed 7 calendar days, apply permanent turf establishment to the finished problems.

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

PHASE II- Intermediate Controls measures outside the construction limits.

does not leave the project site. Perimeter controls include fiber rolls, inlet protection, and other approved

Prior to any clearing, grubbing, and excavation, construct perimeter controls to ensure that disturbed sediment

PHASE I Establish Perimeter Controls

EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE

4,000

Rate (pounds per acre)Mulch

In accordance with the Subsection 625.08, apply mulch at the following rates:

230Total Seed

50Fescue, Red

40NPS as available)

Native Seed (provided by

40Annual Ryegrass

40Fescue, Chewings

60Fescue, Hard

(Year Round)Name of Seed

Season

Seeding Rate (Pounds per Acre) below:

accordance with Section 625. Apply seed at the rates according to Subsection 625.07 for each season as stated as a result of this project. Disturbed areas will be prepared for turf establishment in Stabilize

VEGETATIVE STABILIZATION

unchanged after construction.

No new impervious surfaces will be created by the work specified under this project. The Runoff Coefficient will remain more than one acre, notify the CO because a NPDES permit will be required.

Due to the nature of the work specified, the project should not disturb more than one acre. If the disturbed area is

0.33 acres.

Deep Creek, Durham Branch, and Juney Whank Branch

3.29 miles vegetation has not established.

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

Stabilize all areas that are disturbed due to the removal of sediment control devices, and -

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

or 1-202-267-2675.

Report spills large enough to discharge to surface water to the National Response Center (NRC) at 1-800-424-8802 -

Provide a spill containment kit according to Subsection 107.08(q).-materials into the on-site dumpsters. Dispose of material according to Federal, State, and local regulations.

appropriate and clearly marked containers away from other non-waste materials. Do not dispose of hazardous waste these activities in a covered area to avoid contact with storm water. Store all hazardous waste materials in generate spills, leaks, and hazardous wastes like motor oil, diesel, gasoline, and battery fluid. If feasible, conduct

Hazardous waste will not be generated from normal construction activities. Equipment fueling and maintenance could -according to Subsection 107.08.

and store this waste in dumpsters, or in metal or plastic drums as appropriate. Store food and beverage related trash

Solid waste resulting from the construction will consist of construction debris, garbage, and empty containers. Collect -

Provide watering for dust control within the construction limits, on active haul roads, and in pits and staging areas.-

In general, preserve existing vegetation and shrubs. Do not disturb existing trees.-stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.

Inspect and maintain regularly all mechanized equipment used in or near surface waters to prevent contamination of -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.-

Do not drive construction equipment across flowing waterways.-type, size, or location of any control or practice without prior approval from the CO.

Install all erosion and sediment control measures as directed by the Contracting Officer (CO). Do not modify the -conjunction with the construction of this project. These include the following:

Temporary Best Management Practices (BMP) to reduce erosion as a result of project work will be implemented in

Requirements. This narrative provides details regarding the installation of the erosion and sediment controls.

Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14 and in the Special Contract

Erosion Control and Turf Establishment measures listed in this narrative are defined and outlined in the Standard

EROSION AND SEDIMENT CONTROLS

reconditioning, and replacement of a pipe culvert. The total disturbed area for the project is approximately

Soil disturbing activities include excavation associated with pavement patching, shoulder reconditioning, ditch

SUMMARY

.The receiving water are and sealing, permanent pavement markings, and other miscellaneous work.

asphalt concrete overlay of the Deep Creek area roads, parking areas, and pull-offs, pavement patching, crack cleaning and pull-offs within the Great Smoky Mountains National Park in Swain County, North Carolina. This work includes of the Deep Creek area roads, parking areas, This project consists of applying an asphalt concrete overlay on

PROJECT DESCRIPTION

M a y

A

M M P

R O J E

C T S g r s m P r o j_

D e v C

A D

D

M g r s m e s c .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

Edge of waterway

Limits of disturbance

Inlet protection, see Note 2

M02

Fiber roll, see Note 1

Fiber roll, see Note 1

Limits of disturbance

NO SCALE

reconditioningShoulder

PARTIAL OR FULL-LANE WIDTH

PAVEMENT PATCHING

culvert, typ.

Existing pipe

Edge of pavement, typ.

CONTROL PLAN

EROSION AND SEDIMENT

RECONDITIONING

SHOULDER

RECONDITIONING

SHOULDER AND DITCH

Fiber roll, see Note 1

Limits of disturbance

Inlet protection, see Note 2

Shoulder and ditch reconditioning saw cut, typ.

Pavement traffic.

full road width, patch one-half at a time to maintain

For sections of roadway that require patching for the3.

adjacent to pavement patching.

roll according to Detail E157-04A around inlets located

Install inlet protection using 12-inch diameter fiber2.

aggregate-topsoil has been directed by the CO.

ditches where reconditioning and placing of

Install fiber roll along the outside of shoulders and untrenched fiber roll according to Detail E157-04A.

Install perimeter control using 8-inch diameter1.

NOTES:

Asphalt pavement patching, type 1 or 2

M a y

A

M M P

R O J E

C T S g r s m P r o j_

D e v C

A D

D

M g r s m e s c .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157219

No.

PMIS

No.

NPS

NP-GRSM 116(1)

N01

CONTROL NARRATIVE

TEMPORARY TRAFFIC

3,500 feet

4. Post messages to portable changeable message signs to provide public notice.

3. During periods of inactivity, re-open the roads and parking areas to traffic unless approved otherwise by the CO; and

2. Notify the CO at least 10 days in advance of the start of construction activities in this area;

1. Close the roads by placing Type 3 barricades and appropriate signing at the start of construction activities;

applying the following:

Deep Creek Campground Loop 1, Deep Creek Campground Loop 2, and Deep Creek Maintenance and Residence Road while

In addition to the restrictions under General Notes, perform work on Deep Creek Campground / Tent / Group Access Road, SCHEDULE C:

4. Post messages to portable changeable message signs to provide public notice.

3. During periods of inactivity, re-open the road and parking areas to traffic unless approved otherwise by the CO; and

2. Notify the CO at least 10 days in advance of the start of construction activities in this area;

1. Close the road by placing Type 3 barricades and appropriate signing at the start of construction activities;

In addition to the restrictions under General Notes, perform work on Deep Creek Picnic Area Road while applying the following:

SCHEDULE B:

to provide public notice.3. Post messages to portable changeable message signs

2. Close the Deep Creek Falls and Trail Parking for a maximum of 1 day to perform construction activities in this area; and

Re-open all closed parking areas unless approved otherwise by the CO.

d) During periods of inactivity, re-open the roads to two-way, two lane traffic unless approved otherwise by the CO.

c) Lane closures are permitted weekdays and weeknights, except for the periods listed in General Note #5; and for all activities for each road;b) The maximum length of a lane closure is

a) A maximum of one single lane temporary closure is permitted at any one time;

follows:

1. Maintain two-way, one lane of traffic using flaggers according to Detail ET 635-6 through active construction zones as

Entrance Road, and East Deep Creek Road while applying the following:

In addition to the restrictions under General Notes, perform work on West Deep Creek Road, Deep Creek Campground

SCHEDULE A:

Easter Sunday

Friday and Saturday before Easter Sunday

11. Place temporary pavement markings according to Subsection 635.13.

area for staging or stockpiling. Staging is not permitted in the areas listed in General Note #9.

10. Stage or stockpile material in areas approved by the CO. Obtain approval from the CO at least 10 days before using any

e) Deep Creek Ranger Station.

d) Deep Creek Campground Kiosk; and

c) Deep Creek Falls and Trail Parking;

b) Deep Creek Picnic Shelter Parking;

a) Horse Trailer Parking;

restrict access to the following areas:

9. Maintain access to the areas listed below at all times unless noted otherwise. Coordinate any work with the CO that will

24 hours a day, including inputting and changing the message…