Plans_-_NP-GRSM_13(1),_14(2),_18(1).pdf

WORLD HERITAGE SITEUNESCO

DESCRIPTION OF PROJECT

IMPROVEMENT:

HIGHWAY ENGINEER

Mark Hoover

PLANS PREPARED BY

www.tennessee811.com

811 or 1-800-351-1111

U.S. DEPARTMENT OF THE INTERIOR

PLANS FOR PROPOSED

NATIONAL PARK SERVICE

GREAT SMOKY MOUNTAINS NATIONAL PARK

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

PROJECT MANAGER

ROAD:

ROAD:

DESIGN DESIGNATION:

ROAD: Elkmont Road, Route 0018

SPECIFICATIONS:

and Bridges on Federal Highway Projects, FP-14.

Standard Specifications for Construction of Roads

INDEX TO SHEETS

Aggregate base course

Asphalt concrete pavement

19 - 20 FT

25, 30 MPH

NPS Class 1 Principal Park Road

Base

Wearing Surface

Roadway Width

Posted Speed(s)

Functional Classification

Base

Wearing Surface

Roadway Width

Posted Speed(s)

Functional Classification

Base

Wearing Surface

Roadway Width

Posted Speed(s)

Functional Classification

DESCRIPTION

None

NC

35 MPH

1%

N/A

50/50

4,000

4,600

3,800

None

NC

35 MPH

1%

N/A

50/50

2,700

3,100

2,600

N

SCALE IN MILES

70 70

KEY MAP

STATE OF TENNESSEE

NASHVILLE KNOXVILLE

MEMPHIS

CHATTANOOGA

6524 75

Maryville

Cove

Cades

Robbinsville

Waynesville

Newport

Dou gla s L ak e

Townsend

Dome

Clingman's

Cher okee

SylvaCity

Bryson

Alcoa

Sevierville

Pigeon Forge

Gatlinburg

B lu e

R idge

Natio nal

Park

Great

S moky

Moun tains

NORT

HTE

N N E

S E E

S C A

O R

L

IN

A

NORT

H

R A

C

A N

L O I

E

ES

S E

N N

E T

N

Fontana Lake

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

441 411

321 321

23 276

Fo o th ill s P a rk w a y

Knoxville

Parkw ay

Administration

Federal Highway

U.S. Department of Transportation

SCALE IN MILES

50 10

A01 52

PMIS# 157522

PROJECT NP-GRSM 13(1),14(2),18(1)

PROJECT NP-GRSM 13(1),14(2),18(1)

PROJECT NP-GRSM 13(1),14(2),18(1)

Little River Gorge Road, Route 0014

Aggregate base course

Asphalt concrete pavement

20 - 22 FT

25, 35 MPH

NPS Class 1 Principal Park Road

Aggregate base course

Asphalt concrete pavement

21 - 23 FT

25 MPH

NPS Class 2 Connector Park Road

None

NC

25 MPH

1%

N/A

50/50

1,600

1,600

1,400

S01-S16

N01-N03

M01-M02

C01-C22

B01-B05

A04

A03

A02

A01

PROJECT LENGTH:

Katerina Roman

C/A e (max)

V (design)

Buses

Trucks

D

DHV

Design ADT (2029)

Seasonal ADT (2019)

Current ADT (2019)

00180014Route No. 0013AZ

Fighting Creek Gap Road, Route 0013AZ

Standards And Details

Temporary Traffic Control Narrative & Plans

Erosion And Sediment Control Narrative & Plans

Tabulation Of Quantities & Summary Sheets

Typical Sections

Location Map

Symbols And Abbreviations

Road Inventory Data And Structure Summary

Title Sheet

NO.

SHEET

Roadways

(38.70 lane miles)19.44 miles

SEVIER AND BLOUNT COUNTIES, TENNESSEE

REHABILITATION OF SUGARLANDS VISITOR CENTER AREA

LITTLE RIVER GORGE ROAD, ELKMONT ROAD, AND

PAVEMENT PRESERVATION OF FIGHTING CREEK GAP ROAD,

applying an ultra-thin bonded wearing course miscellaneous work.

sealing, permanent pavement markings, and other

(Schedule A), pavement patching, crack cleaning and concrete overlay of the Sugarlands Visitor Center Area

Road (Schedule B), Elkmont Road (Schedule C), and asphalt on Fighting Creek Gap Road (Schedule A), Little River Gorge

Work includes

AUGUST 2018

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A

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C T S g r s m P r o j_

D e v C

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d g n

SHEETS

TOTAL

STATE

TN

PROJECT

No.

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

60,920

A02

STRUCTURE SUMMARY

AND

ROAD INVENTORY DATA

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

NOTE

A u g

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 A g r s m tt l.

d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

PROJECT

GREAT SMOKY MOUNTAINS NATIONAL PARK

No.

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

A03 R/W R/W

R/W R/W

P/E C/E

No Symbol

P P or

UD UD

W W

P/E C/E

No Symbol

P P 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 c

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

LAKE, POND or RESERVOIR; MARSHLAND

SLOPE STAKE

PROPOSEDEXISTING

PROJECTED

INTERSTATE U.S. STATE

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

SIGNS

PORTABLE

POST MOUNTED

GUARDRAIL

CATTLEGUARD

GATE with FENCE

FENCE

MATERIAL SOURCE

NORTH ARROW

EXISTING PROPOSED

wall facewall face 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

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

BORING LOCATION

RIPRAP/CULVERT RIPRAP

CHECK DAM

DIVERSION BERM

SILT FENCE

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

INTERMITTENT DRAINAGE/ SMALL CREEK

SPRING

LARGE CREEK/RIVER

RAILROAD

TRAIL

MULTIPLE TRACK

DIVERSION CHANNEL

TEST PIT

B-1

TP-1

ABBREVIATIONS

SYMBOLS AND

EOP

EOG

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

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:

LIMITS OF DISTURBANCE (LOD)

FIBER ROLLS AND SOCKS

N

STREET LIGHT

SUPPORT POLE with ANCHOR

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,

PCMSPortable Changeable Message Sign

WLWheel Line

V.C.Visitor Center

VCVertical Curve

TCTop of Curb

SDStorm Drain

SA or FMSSanitary 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

CPControl Point

BYPBypass

ACPAsphalt Concrete Pavement

SYSolid Yellow

SWSolid White

DSYDouble Solid Yellow

DWDotted White

BYBroken Yellow

BWBroken White

PAVEMENT MARKINGS:

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

INTERSTATE

INTERSTATE

SCALE IN MILES

30 6

N

A04

LOCATION MAP

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

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

GREENBRIER

BIG CREEK

FONTANA

TWENTYMILE

FONTANA

VILLAGE

ROCK

LOOK

CREEK

DEEP

V.C. & H.Q.

SUGARLANDS

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

PARK

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

VC

OCONALUFTEE

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,

SEND

TOWN-

TRAI

L

S E

V I E

R C

O

B L

O U

N T C

O

CAMPGROUND

ELKMONT

VALLEY

WEARS

through the Metcalf Bottoms area.

the Wear Cove Gap Road entrance from Wears Valley

Road near the Sugarlands Visitor Center and from using

Road south of the intersection with Fighting Creek Gap

3. Commercial vehicles are prohibited on Newfound Gap paving limits in the field.

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

Townsend Wye).

intersection with Laurel Creek Road (known as the the intersection with Elkmont Road and ends at the

Visitor Center; continues as Little River Gorge Road near intersection with Newfound Gap Road near the Sugarlands

1. The project begins on Fighting Creek Gap Road at the

NOTES

Ditch ReconditioningSchedule D:

MP 0.0 to MP 1.53

Elkmont RoadSchedule C:

MP 0.0 to MP 12.58

Little River Gorge RoadSchedule B:

Center Area

Sugarlands Visitor

MP 0.0 to MP 4.97 and

Fighting Creek Gap RoadSchedule A:

PROJECT NP-GRSM 13(1),14(2),18(1)

A u g

A

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D e v C

A D

D A g r s m lo c .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

B01

TYPICAL SECTIONS

SCHEDULE A

NO SCALE

Roadway exist.

Match exist.

Match

10'-0" to 11'-0"

Travel lane

10'-0" to 11'-0"

Travel lane

EXISTING PAVEMENT STRUCTURE PROPOSED PAVEMENT STRUCTURE

Asphalt concrete pavement, 7-inch depth

CL

Existing ground

FIGHTING CREEK GAP ROAD

CL

Roadway

Existing ground varies

Do not disturb existing sidewalk (where applicable)

10'-0" to 11'-0"

Travel lane

PROPOSED PAVEMENT STRUCTURE

exist.

Match

Asphalt concrete pavement, 4-inch depth

EXISTING PAVEMENT STRUCTURE

Aggregate base, 8-inch depth

Variable width, 15-0" min.

Pull-off or parking area

See Paving Summary for locations

FIGHTING CREEK GAP ROAD

Newfound Gap Road to Little River Gorge Road, MP 0.00 to MP 4.97

Asphalt Concrete Overlay:

3'-0" +/-

Shoulder

3'-0" +/-

Shoulder exist.

Match

Roadway

CL

Newfound Gap Road to Fighting Creek Gap Road, MP 0.00 to MP 0.05

Asphalt Concrete Overlay:

FROM NEWFOUND GAP ROAD

FIGHTING CREEK GAP ROAD SPUR

Existing ground

PROPOSED PAVEMENT STRUCTUREEXISTING PAVEMENT STRUCTURE

Asphalt concrete pavement, 7-inch depth

Aggregate base, 6½-inch depth

Aggregate base, 6½-inch depth

Do not disturb existing stone or asphalt curb (where applicable)

FIGHTING CREEK GAP ROAD PARKING AREAS AND PULL-OFFS

Asphalt concrete pavement patching, see detail Sheet B05

2'-0" to 5'-0"

Ex. shoulder va rie s

26'-0" average

Travel lane

-inch depth8 5Ultra-thin bonded wearing course, -inch depth8 5Ultra-thin bonded wearing course, -inch depth8 5Ultra-thin bonded wearing course, Aggregate-topsoil course, variable depth, see Note 5

3'-0"+/-

Ditch

3'-0"+/-

Shoulder

Recondition ditch, see Note 6 (Schedule D) width + 2'-0"

Limits of disturbance during all asphalt operations.

concrete islands, and manholes from asphalt concrete

8. Protect roadside elements such as stone curb, concrete curb,

7. Construct pavement transitions according to Detail E401-01.

at locations designated in the plans or as directed by the CO.

6. Perform ditch reconditioning according to Subsection 303.03 directed by the CO.

for aggregate-topsoil course shoulders. Round hinge points as top edge of pavement. Maximum shoulder rollover is 8 percent adjacent to the pavement edge at ½-inch below the finished to disturbed areas. Maintain a final shoulder elevation

Place aggregate-topsoil course and apply turf establishment locations designated in the plans or as directed by the CO.

5. Recondition shoulders according to Subsection 303.04 at asphalt overlay.

according to Section 414 and Detail E414-01A prior to placing

4. Remove existing pavement markings and seal cracks

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

existing field conditions.

2. Match roadway cross slopes and superelevations to

No pavement borings were performed for this project.

1. Existing pavement depths taken from as-built drawings.

NOTES

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

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

B02

SCHEDULE A

NO SCALE

CL

20'-0" to 25'-0"

Travel lane

60'-0" typ.

Parking area

10'-0"

Curbed median

Do not disturb existing concrete curb

Do not disturb existing sidewalk exist.

Match

Existing ground

CENTER LOOP ROAD

SUGARLANDS VISITOR

Fighting Creek Gap Road to Fighting Creek Gap Road, MP 0.00 to MP 0.18

Asphalt Concrete Overlay:

STATION ROAD

SUGARLANDS DUMP

from Newfound Gap Road to end, MP 0.00 to MP 0.13

Asphalt Concrete Overlay:

2'-0" +/-

Shldr

CENTER PARKING A & B

SUGARLANDS VISITOR

CL

130'-0" typ.

Parking area

Do not disturb existing sidewalk

CENTER BUS PARKING

SUGARLANDS VISITOR

Existing ground

Existing ground

Asphalt concrete pavement patching, see detail Sheet B05

Existing asphalt concrete pavement and aggregate base

Asphalt concrete pavement patching, see detail Sheet B05 pavement and aggregate base

Existing asphalt concrete CL Roadway exist.

Match exist.

Match exist.

Match

15'-0" average

Travel lane

CL

See Paving Summary for locations

Asphalt Concrete Overlay:

existing concrete curb

Do not disturb

Asphalt concrete pavement patching, see detail Sheet B05

Existing asphalt concrete pavement and aggregate base

See Paving Summary for locations

Asphalt Concrete Overlay:

Existing asphalt concrete pavement and aggregate base exist.

Match exist.

Match max.

2'-0" max.

2'-0" max.

2'-0" depth, see Note 5

Topsoil, variable

Topsoil, variable depth, see Note 5

Topsoil, variable depth, see Note 5

SUGARLANDS VISITOR CENTER AREA

Class A, ½-inch NMSA, Type IV roughness, 1½-inch depth

Asphalt concrete pavement, Marshall Mix, 1½-inch depth

Class A, ½-inch NMSA, Type IV roughness, Asphalt concrete pavement, Marshall Mix, Class A, ½-inch NMSA, Type IV roughness, 1½-inch depth

Asphalt concrete pavement, Marshall Mix, Class A, ½-inch NMSA, Type IV roughness, 1½-inch depth

Asphalt concrete pavement, Marshall Mix, Asphalt tack coat

Asphalt tack coat

Asphalt tack coat

Asphalt concrete pavement patching, see detail Sheet B05

Asphalt tack coat during all asphalt operations.

concrete islands, and manholes from asphalt concrete

7. Protect roadside elements such as stone curb, concrete curb,

6. Construct pavement transitions according to Detail E401-01.

Round hinge points as directed by the CO.

Maximum shoulder rollover is 8 percent for turf shoulders.

edge at ½-inch below the finished top edge of pavement.

Maintain a final shoulder elevation adjacent to the pavement

Place topsoil and apply turf establishment to disturbed areas.

locations designated in the plans or as directed by the CO.

5. Recondition shoulders according to Subsection 303.04 at asphalt overlay.

according to Section 414 and Detail E414-01A prior to placing

4. Remove existing pavement markings and seal cracks

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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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

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

9'-6" - 10'-0"

Travel lane

9'-6" - 10'-0"

Travel lane

Aggregate base, 6-inch depth

EXISTING PAVEMENT STRUCTURE

PROPOSED PAVEMENT STRUCTURE

CL

Roadway

B03

TYPICAL SECTIONS

CL

Roadway exist.

Match exist.

Match varies

9'-6" - 10'-0"

Travel lane

10'-0" min.

Pull-out or parking area

Existing ground

Existing ground

SCHEDULE B

max.

2'-0"

NO SCALE

LITTLE RIVER GORGE ROAD

LITTLE RIVER GORGE ROAD

Fighting Creek Gap Road to Townsend Entrance Road, MP 0.00 to MP 12.58

Asphalt Concrete Overlay:

Asphalt concrete pavement, 6½-inch depth

EXISTING PAVEMENT STRUCTURE PROPOSED PAVEMENT STRUCTURE

exist.

Match

See Paving Summary for locations

LITTLE RIVER GORGE ROAD PARKING AREAS AND PULL-OFFS

Asphalt concrete pavement, 5-inch depth

Aggregate base, 8-inch depth see detail Sheet B05

Asphalt concrete pavement patching, 3'-0"

LOD

0'-0" - 2'-0"

Shldr v a rie s

-inch depth8 5Ultra-thin bonded wearing course, -inch depth8 5Ultra-thin bonded wearing course, variable depth, see Note 5

Aggregate-topsoil course, width + 2'-0"

Limits of disturb.

Recondition ditch, see Note 6 (Schedule D) max.

2'-0"

3'-0"+/-

Ditch

Shldr

Recondition shoulder, variable depth, see Note 5 during all asphalt operations.

concrete islands, and manholes from asphalt concrete

8. Protect roadside elements such as stone curb, concrete curb,

7. Construct pavement transitions according to Detail E401-01.

at locations designated in the plans or as directed by the CO.

6. Perform ditch reconditioning according to Subsection 303.03 directed by the CO.

for aggregate-topsoil course shoulders. Round hinge points as top edge of pavement. Maximum shoulder rollover is 8 percent adjacent to the pavement edge at ½-inch below the finished to disturbed areas. Maintain a final shoulder elevation

Place aggregate-topsoil course and apply turf establishment locations designated in the plans or as directed by the CO.

5. Recondition shoulders according to Subsection 303.04 at asphalt overlay.

according to Section 414 and Detail E414-01A prior to placing

4. Remove existing pavement markings and seal cracks

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

existing field conditions.

2. Match roadway cross slopes and superelevations to

No pavement borings were performed for this project.

1. Existing pavement depths taken from as-built drawings.

NOTES

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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

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

B04

CL

Roadway exist.

Match exist.

Match

EXISTING PAVEMENT STRUCTURE

Aggregate base, 6-inch depth

PROPOSED PAVEMENT STRUCTURE

10'-6" - 11'-6"

Travel lane

10'-6" - 11'-6"

Travel lane

ELKMONT ROAD

10'-6" - 11'-6"

Travel lane

10'-0" min.

Pull-out or parking area varies

Asphalt concrete pavement, 7½-inch depth

SCHEDULE C

ground

Existing

NO SCALE

ELKMONT ROAD

Fighting Creek Gap Road to Elkmont Campground Roads, MP 0.0 to MP 1.53

Asphalt Concrete Overlay:

exist.

Match

See Paving Summary for locations

ELKMONT ROAD PARKING AREAS AND PULL-OFFS

CL

Roadway

EXISTING PAVEMENT STRUCTURE PROPOSED PAVEMENT STRUCTURE

Asphalt concrete pavement, 4-inch depth

Aggregate base, 8-inch depth max.

2'-0"

3'-0"

LOD

varies Existing ground

Asphalt concrete pavement patching, see detail Sheet B05

1'-0" - 3'-0"

Shldr

-inch depth8 5Ultra-thin bonded wearing course, -inch depth8 5Ultra-thin bonded wearing course, variable depth, see Note 5

Aggregate-topsoil course, v a rie s width + 2'-0"

Limits of disturb.

1'-0"

Shldr

3'-0"+/-

Ditch

Recondition ditch, see Note 6 (Schedule D)

Recondition shoulder, variable depth, see Note 5 during all asphalt operations.

concrete islands, and manholes from asphalt concrete

8. Protect roadside elements such as stone curb, concrete curb,

7. Construct pavement transitions according to Detail E401-01.

at locations designated in the plans or as directed by the CO.

6. Perform ditch reconditioning according to Subsection 303.03 directed by the CO.

for aggregate-topsoil course shoulders. Round hinge points as top edge of pavement. Maximum shoulder rollover is 8 percent adjacent to the pavement edge at ½-inch below the finished to disturbed areas. Maintain a final shoulder elevation

Place aggregate-topsoil course and apply turf establishment locations designated in the plans or as directed by the CO.

5. Recondition shoulders according to Subsection 303.04 at asphalt overlay.

according to Section 414 and Detail E414-01A prior to placing

4. Remove existing pavement markings and seal cracks

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

existing field conditions.

2. Match roadway cross slopes and superelevations to

No pavement borings were performed for this project.

1. Existing pavement depths taken from as-built drawings.

NOTES

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

B05

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

Asphalt tack coat

Asphalt tack coat

Saw cut existing pavement

Roadway aggregate, Method 2 (crushed aggregate), 6-inch depth by the CO (see Note 1)

Length as determined

Ultra-thin bonded wearing course or asphalt concrete pavement during all asphalt operations.

concrete islands, and manholes from asphalt concrete

5. Protect roadside elements such as stone curb, concrete curb, edge of pavement, extend the limits to edge of pavement.

4. If the patching limits are less than 24 inches from the

4 inches. Place asphalt in 2 lifts.

match adjacent existing pavement depths, to a minimum of

3. For depth of asphalt concrete in pavement patching areas, 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 with the CO to identify patching limits along the road.

1. Prior to beginning pavement patching activities, coordinate

NOTES

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

C01

TABULATION OF QUANTITIES

SCHEDULE A

SCHEDULE A - FIGHTING CREEK GAP ROAD AND SUGARLANDS VISITOR CENTER AREA

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

SCHEDULE B

C02SCHEDULE B - LITTLE RIVER GORGE ROAD

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

SCHEDULE C

C03SCHEDULE C - ELKMONT ROAD

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

SCHEDULE D

C04SCHEDULE D - DITCH RECONDITIONING

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

C05

CONTROL SUMMARIES

EROSION AND SEDIMENT

5. Tree protection fence quantities are estimated at 1-foot per 200 feet of roadway lengths.

(1.49 tons per cubic yard) with a variable depth averaging 2-inches.

Visitor Center Area), B, and C. Aggregate-topsoil and topsoil are estimated with a unit weight of 110 pounds per cubic foot widths are assumed as 3-feet for Schedule A (Fighting Creek Gap Road); and 2-feet for Schedules A (Sugarlands

4. Aggregate-topsoil, topsoil, and turf establishment quantities are based on quantities for shoulder reconditioning. Shoulder

Road), B, C; and 1 per 500 feet for Schedule A (Sugarlands Visitor Center Area).

3. Inlet protection quantities are estimated at 1 per 1,000 feet of shoulder reconditioning for Schedules A (Fighting Creek Gap

2. Fiber roll quantities for pavement patching areas are derived from an assumption of patching areas a full lane width wide.

are not tabulated.

under Schedule D are assummed to occur adjacent to shoulder reconditioning; therefore additional fiber roll quantities where reconditioning and placing of aggregate-topsoil has been directed by the CO. Areas for ditch reconditioning

1. Fiber roll quantities for shoulder reconditioning areas are derived from placing fiber roll along the outside of shoulders

NOTES

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

C06

FIGHTING CREEK GAP ROAD

SCHEDULE A

PAVING SUMMARY

(2.05 tons per cubic yard).

5. Ultra-thin bonded wearing course quantities are estimated using an asphalt concrete unit weight of 152 pounds per cubic foot

4. Pavement patching quantities are estimated at 5% of the total surface area of Fighting Creek Gap Road.

parking areas (SQFT/11).

3. Crack cleaning and sealing quantities are estimated at 15% of the roadway length and equivalent length for inventoried are assumed as 3-feet for Fighting Creek Gap Road.

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

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

C07

SUGARLANDS VISITOR CENTER AREA

to construct accessibility ramp.

Detail E615-A and install wheelstops according to Detail E609-02A. Quantities for concrete curb include all curb types required

Remove existing concrete curb, asphalt ramp and asphalt sidewalk and construct concrete accessibility ramp according to

Construct concrete accessibility ramp in Sugarlands Visitor Center Parking A, adjacent to existing accessible parking spaces.7.

6. Pavement patching quantities are estimated at 5% of the total surface area of Sugarlands Visitor Center Area.

parking areas (SQFT/11).

Crack cleaning and sealing quantities are estimated at 15% of 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 are assumed as 2-feet for the Sugarlands Visitor Center Area.

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

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

C08

LITTLE RIVER GORGE ROAD

SCHEDULE B

Sheet 1 of 2

PAVING SUMMARY

(2.05 tons per cubic yard).

5. Ultra-thin bonded wearing course quantities are estimated using an asphalt concrete unit weight of 152 pounds per cubic foot

MP 4.81 and at 2% from MP 4.81 to MP 12.58.

4. Pavement patching quantities are estimated at 5% of the total surface area of Little River Gorge Road from MP 0.00 to parking areas (SQFT/11).

3. Crack cleaning and sealing quantities are estimated at 15% of the roadway length and equivalent length for inventoried are assumed as 2-feet for Little River Gorge Road.

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

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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

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

C09

SCHEDULE B

Sheet 2 of 2

PAVING SUMMARY

(2.05 tons per cubic yard).

5. Ultra-thin bonded wearing course quantities are estimated using an asphalt concrete unit weight of 152 pounds per cubic foot

MP 4.81 and at 2% from MP 4.81 to MP 12.58.

4. Pavement patching quantities are estimated at 5% of the total surface area of Little River Gorge Road from MP 0.00 to parking areas (SQFT/11).

3. Crack cleaning and sealing quantities are estimated at 15% of the roadway length and equivalent length for inventoried are assumed as 2-feet for Little River Gorge Road.

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

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A

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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

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

C10

ELKMONT ROAD

(2.05 tons per cubic yard).

5. Ultra-thin bonded wearing course quantities are estimated using an asphalt concrete unit weight of 152 pounds per cubic foot

4. Pavement patching quantities are estimated at 5% of the total surface area for Elkmont Road.

parking areas (SQFT/11).

3. Crack cleaning and sealing quantities are estimated at 15% of the roadway length and equivalent length for inventoried are assumed as 2-feet for Elkmont Road.

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

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A

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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

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

C11

SCHEDULE D

SUMMARY

DITCH RECONDITIONING

1. Areas for ditch reconditioning are assummed to occur adjacent to shoulder reconditioning at locations directed by the CO.

NOTE

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

C12

SCHEDULE B

SUMMARY

ASPHALTIC PLUG JOINT

1. Remove and replace asphaltic plug joints according to Detail E552-A.

NOTE

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

SUMMARY

PERMANENT SIGNING

SCHEDULE A & B

C13

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

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

C14

FIGHTING CREEK GAP ROAD

PAVEMENT MARKING SUMMARY

Provide Accessibility Parking Space Marking w/ Symbol & blue background.6.

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

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

4. 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.

3. Broken and dotted markings are measured from end to end of the line including gaps.

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) and E634-A.

1. Place permanent pavement markings according to the latest edition of the MUTCD and Details E634-01A, E634-03A, E634-04, NOTES

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

C15

Provide Accessibility Parking Space Marking w/ Symbol & blue background.6.

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

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

4. 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.

3. Broken and dotted markings are measured from end to end of the line including gaps.

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) and E634-A.

1. Place permanent pavement markings according to the latest edition of the MUTCD and Details E634-01A, E634-03A, E634-04, NOTES

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

C16

SCHEDULE B

Sheet 1 of 2

PAVEMENT MARKING SUMMARY

Provide Accessibility Parking Space Marking w/ Symbol & blue background.6.

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

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

4. 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.

3. Broken and dotted markings are measured from end to end of the line including gaps.

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) and E634-A.

1. Place permanent pavement markings according to the latest edition of the MUTCD and Details E634-01A, E634-03A, E634-04, NOTES

A u g

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

C17

SCHEDULE B

Sheet 2 of 2

PAVEMENT MARKING SUMMARY

Provide Accessibility Parking Space Marking w/ Symbol & blue background.6.

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

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

4. 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.

3. Broken and dotted markings are measured from end to end of the line including gaps.

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) and E634-A.

1. Place permanent pavement markings according to the latest edition of the MUTCD and Details E634-01A, E634-03A, E634-04, NOTES

A u g

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

C18 proposed locations of all pavement markings for review and approval of the CO prior to installation.

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

4. 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.

3. Broken and dotted markings are measured from end to end of the line including gaps.

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) and E634-A.

1. Place permanent pavement markings according to the latest edition of the MUTCD and Details E634-01A, E634-03A, E634-04, NOTES

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

C19

FIGHTING CREEK GAP ROAD

SUMMARY

TEMPORARY TRAFFIC CONTROL

according to Subsection 635.13.

7. Temporary pavement markings quantities are estimated assuming two applications. Place temporary pavement markings

Quantities are based on single lane closure with maximum length as defined in the Temporary Traffic Control Narrative.6.

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.

NOTES

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

C20

SCHEDULE A

SUMMARY

TEMPORARY TRAFFIC CONTROL

as directed by the CO.

according to Subsection 635.13. Place temporary markings arrows and word messages at Sugarlands Visitor Center Area

7. Temporary pavement markings quantities are estimated assuming two applications. Place temporary pavement markings

Quantities are based on single lane closure with maximum length as defined in the Temporary Traffic Control Narrative.6.

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.

NOTES

A u g

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

C21

SCHEDULE B

SUMMARY

TEMPORARY TRAFFIC CONTROL

according to Subsection 635.13.

7. Temporary pavement markings quantities are estimated assuming two applications. Place temporary pavement markings

Quantities are based on single lane closure with maximum length as defined in the Temporary Traffic Control Narrative.6.

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.

NOTES

A u g

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

157522

No.

PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(1)

C22

SCHEDULE C

SUMMARY

TEMPORARY TRAFFIC CONTROL

as directed by the CO.

according to Subsection 635.13. Place temporary markings arrows and word messages at Elkmont Campground entrance

7. Temporary pavement markings quantities are estimated assuming two applications. Place temporary pavement markings

Quantities are based on single lane closure with maximum length as defined in the Temporary Traffic Control Narrative.6.

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.

NOTES

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

SHEET

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NPS

NP-GRSM 13(1),14(2),18(1)

M01

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

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

Inlet protection - Inspect to ensure that inlet protection remains firmly in place and is not damaged or when it reaches half the height of the device. Replace damaged fiber roll within 24 hours of inspection.

Fiber roll - Inspect weekly and after each runoff event. Remove sediment deposits from the fiber roll end of the day.

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

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

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

Maintenance and Inspection Procedures

Remove all other perimeter controls when directed by the CO.

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

Remove all devices used for dewatering.

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

where vegetation has not established.

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

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

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

Phase III Final Construction / Stabilization areas.

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

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

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

Upon completion, ensure that culvert entrances, outlets, outlet channels, and ditches are at final grade reconditioning areas as called out in the Erosion and Sediment Control plans and/or summaries.

Install inlet protection prior to diverting water through inlets located within patching areas and shoulder runoff.

At the end of each day’s grading operations, shape earthwork to minimize and control erosion from storm slopes according to Section 625.

others that will remain exposed within 14 days. Apply permanent turf establishment to the finished

Apply temporary turf establishment in disturbed areas of slopes 35% grade or greater within 7 days, all summaries. Install fiber rolls surrounding pavement patching areas that extend to the edge of roadway.

shoulder reconditioning areas as called out in the Erosion and Sediment Control plans and/or

Apply intermediate controls during rough grading operations. Install fiber roll in areas surrounding the

Phase II Intermediate Controls

CONTROL NARRATIVE

EROSION AND SEDIMENT

West Prong Little Pigeon RiverLittle River 3.1 acres

19.44 miles construction limits.

the project site. Perimeter controls include fiber rolls and other specified measures outside the

Prior to any excavation, construct perimeter controls to ensure that disturbed sediment does not leave

Phase I Establish Perimeter Controls

Sequence of Construction

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

measures.

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

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

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

Officer (CO).

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

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

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

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

General Guidelines

Response Center at 1-800-424-8802.

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

Develop and implement a Spill Prevention Control and Countermeasures (SPCC) plan following the waste materials into the on-site dumpsters. Dispose of material according to Federal, State, and local regulations.

in appropriate and clearly marked containers away from other non-waste materials. Do not dispose of hazardous conduct these activities in a covered area to avoid contact with storm water. Store all hazardous waste materials could generate spills, leaks, and hazardous wastes like motor oil, diesel, gasoline, and battery fluid. If feasible, Hazardous waste will not be generated from normal construction activities. Equipment fueling and maintenance 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 containers. Collect 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 prevent

Waste, garbage, sanitary waste

Soaps, solvents used for vehicle washing

Fuels, oils, equipment-related compounds

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

The following discharges are prohibited:

Prohibited Discharges unchanged after construction.

No new impervious surfaces will be created by the work specified under this project. The Runoff Coefficient will remain

.and . The receiving waters are reconditioning, and constructing an accessibility ramp. The total disturbed area for the project is approximately

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

pavement patching, crack cleaning and sealing, permanent pavement markings, shoulder reconditioning, and other within the Great Smoky Mountains National Park in Sevier and Blount Counties, Tennessee. This work includes

Road, Little River Gorge Road, Elkmont Road, and asphalt concrete overlay of the Sugarlands Visitor Center Area of Fighting Creek Gap CreekThis project consists of applying an ultra-thin bonded wearing course on

Project Description

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

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157522

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PMIS

No.

NPS

NP-GRSM 13(1),14(2),18(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

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…