Plans_PRA-GRSM_1B21.pdf

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

A 1-

D e e p C r e e k S li d e tt l.

d g n

-O c t-

1:

P

M

INDEX TO SHEETS

PLANS FOR PROPOSED

PLANS PREPARED BY

REG STATE PROJECT

SHEET

NO.

NPS

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH:

ROAD:

WIDTH TYPE

SURFACE:

BASE

ROADBED

ADT (2013)

ADT (2033)

DHV

D

V (MPH)

50/50

SPECIFICATIONS:

FP-03 U.S.Customary Units.

Roads and Bridges on Federal Highway Projects", "Standard Specifications for Construction of

DESIGN DESIGNATION:

22’ +/-e(max) 8%

C/A None

Project Manager Lead Designer

PMIS NO.

TOTAL

SHEETS

Know what’sbelow.

before you dig.Call

R

Administration

Federal Highway

U.S. Department of Transportation

A01

U.S. DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

GREAT SMOKY MOUNTAINS NATIONAL PARK

PROJECT PRA-GRSM 1B21

PRA-GRSM 1B21

N

SWAIN COUNTY, NORTH CAROLINA

SACP

N

PROJECT PRA-GRSM 1B21

KNOXVILLE

ASHEVILLE

CHARLOTTE

RALEIGH

KEY MAP

STATES OF TENNESSEE/NORTH CAROLINA

SCALE IN MILES

50 0 50

KNOXVILLE

Gre at

Smoky oun tain s

T N

N C

T N

N C

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

75INTERSTATE

19 23

INTERSTATE

INTERSTATE

INTERSTATE

Alcoa

Maryville

Townsend

Fo o th ill s P kw y

Cove Cades

Robbinsville

City Bryson

Fontana Lake

Dome Clingman’s

Sylva

Chero kee

B lu e R id g e P k w y

Waynesville

Gatlinburg

Forge Pigeon

Sevierville

Dou gla s L ak e

Newport

N C

T N

Kim McCool

Newfound Gap Road

SCALE IN MILES

0 5 10

SE NC PRA-GRSM 1B21

(ft)

1,200

5,850

8,700

PMIS # 202965

22’ +/- Aggregate

Varies Select granular backfill

Description Length

Sidney Taylor

Title Sheet

Symbols And Abbreviations

Location Map

Typical Section

Tabulation of Quantities

Erosion Control Narrative

Standards And Details

DESCRIPTION

SHEET

NO

A01

A02

A03

B01

C01

M01

S01-S19

Drainage Cross Section

C02-C08

Erosion and Sediment Control Plan

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

A 1-

D e e p C r e e k S li d e tt l.

d g n

-O c t-

1:

P

M

REG STATE PROJECT

NPS

PMIS NO.

TOTAL

SHEETS

A01

N

N

PROJECT PRA-GRSM 1B21

KNOXVILLE

ASHEVILLE

CHARLOTTE

RALEIGH

KEY MAP

STATES OF TENNESSEE/NORTH CAROLINA

SCALE IN MILES

50 0 50

KNOXVILLE

Gre at

Smoky oun tain s

T N

N C

T N

N C

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

75INTERSTATE

19 23

INTERSTATE

INTERSTATE

INTERSTATE

Alcoa

Maryville

Townsend

Fo o th ill s P kw y

Cove Cades

Robbinsville

City Bryson

Fontana Lake

Dome Clingman’s

Sylva

Chero kee

B lu e R id g e P k w y

Waynesville

Gatlinburg

Forge Pigeon

Sevierville

Dou gla s L ak e

Newport

N C

T N

SCALE IN MILES

0 5 10

SE NC PRA-GRSM 1B21202965

60915

Roadway Cross SectionsT01-T20

Construction Plan

K01-K02

M02-M03

R01-R10 Bridge Plans

86+68.96 to 99+50.69

Summaries and Schedules

N01-N04 Temporary Traffic Control Plan

Newfound Gap Road (RIP Route 0010S)

E01-E02

D01-D02

Drainage Plan

A04-A05 Horizontal Alignment And Aurvey Information Sheet

D03

P01-P02 Permanent Striping Plan

RECONSTRUCTION, AND OTHER WORK

CONSTRUCTION OF SOLDIER PILE WALL, ROADWAY

1,282

1282 ft

OCTOBER, 2013

Wall Profile miscellaneous works.

and inlets, site restoration, and other shoulder reconditioning, installation of culverts reconstruction, stone masonry guardwall, guardrail, includes retaining wall construction, road on Newfound Gap Road, MP 16.5. The work

Restoration and stabilization of the slide area

Cycle #

RIP Milepost/

16.5/4

Square Feet

Station to Station/

Miles

Lane Miles

0.24 0.48

0.09Parking Area 5281

R/W R/W

R/W R/W

P/E C/E

No Symbol

TB or TP

P P or

UD UD

W W

P/E C/E

No Symbol

TB or TP

P P or or

UD UD

W W

FOUND

36 31

6 1

36 31

6 1

No Symbol

No Symbol

FOUND

36 31

6 1

36 31

6 1

400 No Symbol x 99.9

T-45

2,645.9

T-3 x 99.9

T-45

2,645.9

T-3

26 25 69426 25 694 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

PAVEMENT REMOVAL/ROADWAY OBLITERATION

LAKE, POND or RESERVOIR; MARSHLAND

SLOPE STAKE

PROPOSEDEXISTING

PROJECTED

INTERSTATE U.S. STATE

AREA PATTERN

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

STREET LIGHT

TELEPHONE BOOTH or PEDESTAL

SUPPORT POLE with ANCHOR

RETAINING WALL

SIGNS

PORTABLE

POST MOUNTED

GUARDRAIL

CATTLEGUARD

GATE with FENCE

FENCE

MATERIAL SOURCE

NORTH ARROW

EXISTING PROPOSED

wall facewall face

TB or TP or

P/LP/L

MEDIAN & SIDE (CONCRETE) BARRIER

FOREST BOUNDARY

NATIONAL PARK or

SECTION LINE16

SECTION LINE4

SECTION LINE

COUNTY BOUNDARY

CITY BOUNDARYCITY BOUNDARY

NATIONAL BOUNDARY

STATE BOUNDARY

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

MILL AND OVERLAY

SIDEWALK ASPHALT/CONCRETE

FULL DEPTH PAVEMENT

OVERLAY

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

FO=Fibre optics

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

E=Electrical for distribution line

P=Electrical for transmission line

OVERHEAD(POWER POLE) UTILITIES

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

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:-

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

SE PRA-GRSM 1B21 NC

PMIS NO.

NPS

NO.

A02202965

60915

STRUCTURE

PERMANENT PAVEMENT

STRUCTURE

TREMPORARY PAVEMENT

SQUIRREL HABITATION

POTENTIAL BAT AND

FIBER LOG

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

A -D e e p C r e e k S li d e s y m .d g n

T

IM

E

-O c t-

:1

A

INTERSTATE

INTERSTATE

MARYVILLE

GATLINBURG

CHEROKEE

CITY

BRYSON

Look Rock

Elkmont

Tops

Chimney

Appalachian Tr ai l

Visitor Center

Cades Cove

Visitor Center

SugarlandsLittle River

Rd.

Pigeon Forge

Townsend

Appalachian

T ra il

Center

Pittman

Cosby

Big Creek

Mountain

Balsam

Smokemont

Visitor Center

Oconaluftee

Reservation

Indian

Cherokee

Blue Ridge

P a r k w a y

B a ls a m M t.

R d

Road

Round Bottom

Big C ov e

R d

Newfound Gap Rd.Clingmans Dome Chilhowee

Deals Gap

Twentymile

Fontana Dam

FONTANA LAKE

SANTEETLAH LAKE

ROBBINSVILLE

SYLVA

VILLAGE

FONTANA

NORTH

CAROLI

NA

TENNESSEE

NORTH CAROLINA

TENNESSEE

N

Laurel C re ek

R d.

Bottoms

Metcalf

LAKE CHEOAH

LAKE

CALDERWOOD

F oo th il ls

P a r k w a y

P ar kw ayF oo th il ls

Nati onal

Park Grea t

Smok y

M ounta ins

SCALE IN MILES

0 3 6

LOCATION MAP

PRA-GRSM 1B21

A03

(Route 10S) MP 16.5

Newfound Gap Road

NEWFOUND GAP ROAD

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

A -D e e p C r e e k S li d e lo c .d g n

T

IM

E

-S e p -2

202965 133

60915

A04

HORIZONTAL ALIGNMENT

TITLE

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

A

A -D e e p C r e e k S li d e s u r .d g n

T

IM

E

-S e p -2

SURVEY INFORMATION SHEET

A05

C M

P

C M

P

DROP INLET

TREE LINE

C M

P

.3

.2’

23.8’

.3’

N

CP

CP

END GR

END CURB

N

CP

DROP INLET

5.9

.3

CP

CP

OUTLET

18" CMP

126.4’

.0

N

CP

C P

F R

O M

TR

EE LIN

E

CTR DI

CP

CP

EP

OUTLET

18" CMP

OUTLET

18" CMP

LEGEND: DISTANCE IN FEET23.8’ =

AZIMUTH TO CP270.1° =

Az

6.7

Az .3°

A z

.6

Az 270.1°

A z

.9

Az 277.5°

Az

8.3

A z

.6

NAVD88VERT. DATUM:

NAD83HORIZ. DATUM:

NORTH CAROLINAZONE:

US STATE PLANECOORDINATE SYSTEM:

PROJECT COORDINATE SYSTEM

REBAR4688.28686296.24701586.10371

REBAR4762.04686170.33701746.65330

REBAR4825.85686509.78701707.402

NAIL4808.61686209.62701832.071

TYPEELEV.EASTINGNORTHINGCP NO.

PROJECT PRIMARY CONTROL POINTS

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

A

A -D e e p C r e e k S li d e s u r .d g n

T

IM

E

-S e p -2

B01

TYPICAL SECTION

Not to scale travel lane

Edge of concrete cap

Cast-in-place and turf establishment

Place Topsoil, 4" depth

Existing ground

(see note 1)

5’ Min. embedment into rock

Limits of Disturbance (varies)

(see note 1) Wall Construction

See note 4

5’ 11.5’ travel lane

Existing structure pavement

Existing existing Match

(Station 90+68.90 to Station 93+67.90)

20’

2:

Varies travel lane

Existing travel lane

Edge of

(Galvanized) size soldier pile

H Pile 12x63 min.

(Typ.)

Ground anchor

Asphalt Tack Coat (no pay)

(Type IV Roughness)

1.5" Depth SACP, 1/2’’ NMSA, 0.3 to <3 Million ESAL

2.5’ Rounding

:1 Varies and

2%

1.5" depth, Asphalt pavement milling and 3)

(see notes 2 travel lane

Temporary

2:1 and Varies

5% (see note no. 7)

(see notes 5 and 6) guardrail system

Remove existing

15’ walers (Typ.)

anchors and

Galvanize ground

Construction Bench (varies)

8" Aggregate Base, Grading C or D

Asphalt Prime Coat (no pay)

Million ESAL

2.5" Depth SACP, 3/4’’ NMSA, 0.3 to <3

Asphalt Tack Coat (no pay)

<3 Million ESAL (Type IV Roughness)

1.5" Depth SACP, 1/2’’ NMSA, 0.3 to

10" Aggregate Base, Grading C or D

Asphalt Prime Coat (no pay)

Million ESAL, place in two equal lifts

7.5" Depth SACP, 3/4’’ NMSA, 0.3 to <3

Asphalt Tack Coat (no pay)

(Type IV Roughness)

4.5" Depth SACP, 1/2’’ NMSA, 0.3 to <3 Million ESAL

Embankment

Varies 2’ to 9’ to 0

Station 88+75 to Station 99+50.69

(Station 86+68.96 to Station 99+50.69)

Roadway Construction

(see note no. 3)

Temporary ditch by the CO.

back to its original state as approved and directed temporary pavement structure and restore the area

Prior to the completion of the project remove the10.

Construct embankment using excavated material.9.

Round hinge points as directed by the CO.8.

by the CO.

from the retaining wall at 5%, or as directed

Grade the construction bench to drain away7.

Roadway Plans for locations).

station 93+67.90 to station 95+22 (see station 90+50 to station 90+68.90 and

Install Steel-Backed Timber Guardrail from6.

Cherokee, NC as approved and directed by the CO.

the South District Maintenance Yard, near

Salvage and deliver undamaged guardrail to5.

from station 90+96 to station 93+67.90.

of the proposed stone masonry guardwall edge of existing travel lane to the face

Construct pavement structure from the4.

sheets D01 and D02).

directed by the CO (see Consrtuction Plans, 88+75 to station 99+50.69, as approved and side of the temporary pavement from station

Construct temporary ditch along the left3.

as directed by the CO.

from station 88+75 to station 99+50.69, left side of the existing edge of pavement

Construct temporary pavement along the2.

for the wall construction, sheets R01-R10.

See Bridge Plans for detailed information1.

Note:

R01-R10)

(see Bridge Plans

Wall height varies

(see Bridge Plans R09)

Ground anchor (Typ.)

See Bridge Plans R07

Precast Panel (Typ.)

(see note no 1) guardwall

Stone masonry

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

B 1-

D e e p C r e e k S li d e ty p .d g n

T

IM

E

-O c t-

:3

A

M

202965 133

CL

TABULATION OF QUANTITIES

C01

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

C

D e e p C r e e k S li d e

Q u a n ti ty .d g n

T

IM

E

-O c t-

:4

TABULATION OF QUANTITIES

C02

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

C

D e e p C r e e k S li d e

Q u a n ti ty .d g n

T

IM

E

-O c t-

SUMMARIES AND SCHEDULES

C03

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

C

D e e p C r e e k S li d e

Q u a n ti ty .d g n

T

IM

E

-O c t-

:3

C04

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

C

D e e p C r e e k S li d e

Q u a n ti ty .d g n

T

IM

E

-S e p -2

C05

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

C

D e e p C r e e k S li d e

Q u a n ti ty .d g n

T

IM

E

-S e p -2

C06

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

C

D e e p C r e e k S li d e

Q u a n ti ty .d g n

T

IM

E

-O c t-

C07

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

C

D e e p C r e e k S li d e

Q u a n ti ty .d g n

T

IM

E

1-

O c t-

1:

P

M

C08

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

C

D e e p C r e e k S li d e

Q u a n ti ty .d g n

T

IM

E

-S e p -2

:0

SCALE IN FEET

500 25

N

CONSTRUCTION PLAN

Curve = ALTCURV1

PI 88+71.56

D

R = 900.00’

T = 202.60’

L = 398.56’

Curve = ALTCURV2

PI 95+10.40

D

R = 900.00’

T = 194.58’

L = 383.27’

Begin Project

EOP

5’ (Typ.)

23’

EOP

D01

M A

T C

H L I N

E S

T A

T I O

N

Newfound Gap Road (Route 10S)

9’+

2’

EOP

R=655’

R=298’ R=1130’ pavement widening

Begin temporary

88+75, 13.50’ Left of C

20.64’ Left

93+10.98, L of C

21.43’ Left

89+88.03, L of C

21.43’ Left

89+88.03, L of C

20.64’ Left

91+03.42, L wall structure and end retaining

End asphalt pavement

93+67.90, 12.10’ Right

Begin mill and overlay

E 685929.98

N 702120.15

Station 86+68.96 mill and overlay transition for

Begin pavement

91+33.43, mill and overlay transition for

End pavement

92+13.79, and RCP culvert 38’ Install inlet type 4A 90+92.53, 23.59’ left and RCP culvert 51’ Install inlet, type 4A 93+90.65, 25.18’ Left

R=955’

(see note no. 3) existing CMP culvert 115’ Remove existing inlet and 90+92.53, 20.50’ left

(see note no. 3) existing CMP culvert 170’ Remove existing inlet and 93+91.71, 19.17’ Left structure (see note 1)

Begin asphalt pavement

90+96, 11.5’ Right area (see note 6)

Mill and overlay parking guardrail (see note 5)

Begin remove existing timber

90+50, 46.87’, Right

Detail ET617-67)

617-60 and 617-61, and

System SBTA (see Standards

Begin install Guardrail

93+67.90, 12.10’, Right

See note 4 begin retaining wall

System SBTA, End install Guardrail

90+68,90 33.31’, Right

Detail ET617-67)

617-60 and 617-61, and

System SBTA (see Standards

Begin install Guardrail

90+50, 46.87’, Right and restore the area back to its original state as approved and directed by the CO.

Prior to the completion of the project remove the temporary pavement structure7.

and re-stripe the parking stalls as directed by the CO.

project, restore the parking area. Mill and overlay the parking area 1.5-inch depth

Use the parking area for a staging area. Prior to the completion of the6.

the proposed guardrail to the existing guardrail as directed by the CO.

District Maintenance Yard, near Cherokee, NC as approved and directed by the CO. Tie

Remove and salvage undamaged guardrail. Deliver undamaged guardrail to the South5.

the Temporary Traffic Control Plan Stage II is in place (see Detail E157-01).

and 94+00 for the construction of the bench. Install the construction bench after

Install construction entrance for access behind the wall between stations 93+67.904.

proposed inlets and culvert pipes.

See Drainage plan sheets for the removal and installation of the existing and 3.

from station 88+75 to station 99+50.69 as directed by the CO.

Construct temporary ditch along the left side of the temporary pavement2.

face of the proposed guardwall from station 90+88 to station 93+68.

Construct asphalt pavement structure from the edge of existing pavement to the1.

Notes:

BL*

P C

.9

P T

.5

P C

.8

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

D 1_

D -D e e p C r e e k S li d e p ln .d g n

T

IM

E

-O c t-

202965 133

60915

B-3B-4B-2B-1

CONSTRUCTION PLAN

End Project

SCALE IN FEET

500 25

N

D02

M A

T C

H L I N

E S

T A

T I O

N

Newfound Gap Road (Route 10S)

L = 383.27’

Curve = ALTCURV2

PI 95+10.40

D

R = 900.00’

T = 194.58’

8’+

R=955’

EOP

of C

18.86’ Left

96+99.08, L end mill and overlay pavement widening, End temporary

E 686883.18

N 701285.66

Station 99+50.69

SBTA (see note no. 5) end Guardrail System timber guardrail, End remove existing

95+22, 19.25’, Right and restore the area back to its original state as approved and directed by the CO.

Prior to the completion of the project remove the temporary pavement structure7.

and re-stripe the parking stalls as directed by the CO.

project, restore the parking area. Mill and overlay the parking area 1.5-inch depth

Use the parking area for a staging area. Prior to the completion of the6.

the proposed guardrail to the existing guardrail as directed by the CO.

District Maintenance Yard, near Cherokee, NC as approved and directed by the CO. Tie

Remove and salvage undamaged guardrail. Deliver undamaged guardrail to the South5.

the Temporary Traffic Control Plan Stage II is in place (see Detail E157-01).

and 94+00 for the construction of the bench. Install the construction bench after

Install construction entrance for access behind the wall between stations 93+67.904.

proposed inlets and culvert pipes.

See Drainage plan sheets for the removal and installation of the existing and 3.

from station 88+75 to station 99+50.69 as directed by the CO.

Construct temporary ditch along the left side of the temporary pavement2.

face of the proposed guardwall from station 90+88 to station 93+68.

Construct asphalt pavement structure from the edge of existing pavement to the1.

Notes:

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

D 1_

D -D e e p C r e e k S li d e p ln .d g n

T

IM

E

-O c t-

202965 133

60915

EL*

P T

.0

P O

T

.6

4830 48

DI48

.5

DI48

.1

DI48

.7

DI48

.0

91+00 92+00 93+00 94+00 95+00 96+00

D03

SCALE IN FEET

0 50 100

Bench Ground Line Elevation

No. Station Elevation

Elev. = 4762.95 Existing Invert 18-inch CMP Remove existing

(see note No. 1) Invert Elev. = 4796.70 Install 24-inch RCP Station 90+92.53

Existing grade

End Guardwall 93+67.90

90+75

91+00

91+00

91+25

91+25

91+50

91+50

91+75

91+75

92+00

92+0011

92+25

92+25

92+50

92+50

92+75

92+75

93+00

93+00

93+25

93+25

93+50

93+50

93+68

93+68

93+82.85 4811.03

4795.80

4797.06

4798.27

4796.97

4798.27

4798.10

4799.42

4799.27

4800.48

4800.42

4801.64

4801.43

4802.94

4802.58

4804.29

4803.58

4805.55

4804.70

4806.86

4805.83

4808.06

4807.03

4809.34

4808.25

4810.26

Elev. = 4796.70 to existing ground Tie proposed ground Station 90+75

Elev. = 4811.03 to existing ground Tie proposed ground 93+82.85 by the CO.

Plan, sheets K01 and R02, as directed Drainage Cross Section and Bridge Install 24-inch RCP as shown on the1.

Notes:

WALL PROFILE

Invert Elev. = 4814.88 Install 24-inch RCP Station 93+91.89

Begin Guardwall 90+68.90

,8

.5

V P I

E L

,8

.0

+4.

5%

+5.

0%

100’ VC

V P I

E L

,8

.9

+4.

7%

50’ VC

,8

.7

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

D -D e e p C r e e k S li d e p r o .d g n

T

IM

E

-O c t-

N

Curve = ALTCURV1

PI 88+71.56

D

R = 900.00’

T = 202.60’

L = 398.56’

Begin Project

EOP

5’ (Typ.)

23’

E01

E 685929.98 N 702120.15 Station 86+68.96

M A

T C

H L I N

E S

T A

T I O

N

Newfound Gap Road (Route 10S)

DRAINAGE PLAN

and RCP culvert 38’ Install inlet type 4A 90+92.53, 23.59’ left and RCP culvert 51’ Install inlet, type 4A 93+90.65, 25.18’ Left Curve = ALTCURV2

PI 95+10.40

D

R = 900.00’

T = 194.58’

L = 383.27’

EOP

existing CMP culvert 115’ Remove existing inlet and 90+92.53, 20.50’ left existing CMP culvert 170’ Remove existing inlet and 93+91.71, 19.17’ Left at outfall, Class 4 602-8), place riprap section (see Standard Install concrete end

(see Detail E251-01) at outfall, Class 4 Place riprap

(see Standard 157-6) begin check dams positive drainage.

existing ditch to maintain Begin temporary ditch tie to 88+75 and directed by the CO.

pavement structure and restore the area back to its original state as approved

Prior to the completion of the project remove the temporary3.

proposed inlets and culvert pipes.

See Drainage plan sheets for the removal and installation of the existing and 2.

from station 88+75 to station 96+25 as directed by the CO.

Construct temporary ditch along the left side of the temporary pavement1.

Notes:

BL*

P C

.9

P T

.5

P C

.8

BL*

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

E 1_

E -D e e p C r e e k S li d e d p l.

d g n

T

IM

E

-O c t-

500 25

N

E02

M A

T C

H L I N

E S

T A

T I O

N

Newfound Gap Road (Route 10S)

E 686883.18 N 701285.66 Station 99+50.69

DRAINAGE PLAN

L = 383.27’

Curve = ALTCURV2

PI 95+10.40

D

R = 900.00’

T = 194.58’

End check dam positive drainage.

to existing ditch to maintain End temporary ditch, tie 99+50.69, Left and directed by the CO.

pavement structure and restore the area back to its original state as approved

Prior to the completion of the project remove the temporary3.

proposed inlets and culvert pipes.

See Drainage plan sheets for the removal and installation of the existing and 2.

from station 88+75 to station 96+25 as directed by the CO.

Construct temporary ditch along the left side of the temporary pavement1.

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

E 1_

E -D e e p C r e e k S li d e d p l.

d g n

T

IM

E

-O c t-

202965 133

60915

EL*

P T

.0

P O

T

.6

EL*

4830 48

DI48

.5

DI48

.1

DI48

.7

DI48

.0

00 1010 2020 30

4775 4775

4780 4780

4785 4785

4790 4790

4795 4795

4800 4800

4805 4805

4810 4810

4815 4815

4820 4820

NEW FOUNDGAP ROAD

K01

90+92.53

DRAINAGE CROSS SECTIONS

elev = 4808.72 Top of Grate

Existing Match

E x c a v a ti o n

L im it s

E x c a v a ti o n

L im it s

CL

1:9

1:2

Sta. 90+92.53 R 1

Des. Grade = 4,810.02

Subgrade = 4,809.64

Orig. Grnd. = 4,810.02 establishment and turf Place 4" topsoil

22 elev = 4796.70 Invert

Geotextile, type IV

Newfound Gap Road to drain away from the retaining wall

Slope the construction bench at 5%

2:3 r = 2.5’ varies

2% and

%82.51

@ PCR ’73

x "4 elev = 4802.28 Invert

15’ (see Detail E251-01) Place Riprap, Class 4

Skew = 90 10’ 49"

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

K 1-

K -D e e p C r e e k S li d e d r n x s .d g n

T

IM

E

-S e p -2

1:

P

M

00 1010 2020 30

4810 4810

4815 4815

4820 4820

4825 4825

4830 4830

4835 4835

K02

NEW FOUNDGAP ROAD

93+91.89

DRAINAGE CROSS SECTIONS

elev. = 4823.02 Invert elev. = 4825.62 Top of Grate elev = 4814.88 Invert

24" x 51’ RCP @ 15.82%

CL

Sta. 93+91.89 R 1

Subgrade = 4,824.73

Orig. Grnd. = 4,825.11

Des. Grade = 4,825.11

1:1.6

1:9 Existing

Match establishment and turf Place 4" topsoil

(see Detail E251-01) Place Riprap, Class 4

(see Standard 602-8) Install Concrete End Section

Geotextile, type IV

Newfound Gap Road

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

K 1-

K -D e e p C r e e k S li d e d r n x s .d g n

T

IM

E

-S e p -2

:5

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

CONTROL NARRATIVE

EROSION & SEDIMENT

M01

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

it becomes 0.5 feet deep at the fence.

becomes damaged, repair or replace as necessary. Remove sediment from behind the silt fence when

Silt fence - inspect for buildup of excess sediment, undercutting, sags, and other failures. If the fabric 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 silt fence only after all upslope areas are stabilized and vegetation is well established.

Remove all devices used for dewatering.

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

where vegetation has not established.

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

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

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

Phase III Final Construction / Stabilization areas.

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

Provide silt fence around all stockpiled excavated roadway material. Apply temporary turf establishment to culverts.

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

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

Install inlet protection prior to diverting water through inlets.

runoff.

At the end of each day�s grading operations, shape earthwork to minimize and control erosion from storm within 7 days. Apply permanent turf establishment to the finished slopes according to Section 624 and 625.

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

culverts as called out in the Erosion and Sediment Control plans. Install filter berms in ditches along the

Apply intermediate controls during rough grading operations. Install silt fence in areas surrounding the

Phase II Intermediate Controls construction limits.

does not leave the project site. Perimeter controls include silt fence and other specified measures outside the

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

Phase I Establish Perimeter Controls

Sequence of Construction

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

Contract Requirements.

for Construction of Roads and Bridges on Federal Highway Projects, FP-03 (U.S. Customary Units), and the Special measures consist of soil erosion control measures which are also defined and outlined in the Standard Specifications sedimentation of rivers, streams, and impoundments such as lakes, reservoirs, bays, and coastal waters. The

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

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

General Guidelines

Response Center at 1-800-424-8802.

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

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

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

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

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

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

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

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

Waste, garbage, sanitary waste

Soaps, solvents used for vehicle washing

Fuels, oils, equipment-related compounds

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

The following discharges are prohibited:

Prohibited Discharges unchanged.

The Runoff Coefficient prior to construction is unknown. The Runoff Coefficient after construction will be

Approximately 0.0 acres of new impervious surface will be created by the reconstructed roadway.

Flats Prong.

The total disturbed area for the project is approximately 0.60 acres. The receiving water is Beech

Soil disturbing activities include clearing and grubbing, and roadway excavation, and embankment.

base, asphalt, and other miscellaneous work.

The slide area work includes the installation of culverts, inlets underdrains, geogrid, embankment, aggregate of 292 ft along the existing edge of pavement to the face of the proposed guardwall along New Found Gap Road.

This project consists of the restoration and stabilization of 300 ft of slide area and full depth construction

Project Description

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

M 1-

C e e p C r e e k S li d e e s .d g n

T

IM

E

-S e p -2

:5

A

M

N

Curve = ALTCURV1

PI 88+71.56

D

R = 900.00’

T = 202.60’

L = 398.56’

Begin Project

EOP

5’ (Typ.)

23’

EOP

M02

E 685929.98 N 702120.15 Station 86+68.96

M A

T C

H L I N

E S

T A

T I O

N

Newfound Gap Road (Route 10S)

Install inlet protection

CONTROL PLAN

EROSION AND SEDIMENT

(see note 2) Place silt fence 1050’ outfall, Class 4 Place riprap at

9+’

Curve = ALTCURV2

PI 95+10.40

D

R = 900.00’

T = 194.58’

L = 383.27’

Class 4 at outfall, Place riprap

(see note no. 4) Squirrel habitation Potential Bat and

no. 3) 520’ (see note Place fiber log

Install inlet protection needed, request permission and obtain approval from the CO.

Avoid potential bat and squirrel habitation area as much as possible. If access is4.

completion.

as directed by the CO (see Detail 157-A). Leave the Fiber Log in place after project Install Soil Erosion Control, Filter Berm, (Fiber Log) down slope of the riprap basins3.

from station 88+75 to station 99+50.69 and as directed by the CO.

Place silt fence in accordance with Section 157. Place silt fence along the tree line2.

directed by the CO.

and temporary ditch. Restore the area back to its original state as approved and Prior to the completion of the project remove the temporary pavement structure1.

Notes:

BL*

P C

.9

P T

.5

P C

.8

BL*

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

M -M

-D e e p C r e e k S li d e e s .d g n

T

IM

E

-O c t-

202965 133

60915

B-3B-4B-2B-1

500 25

N

M03

M A

T C

H L I N

E S

T A

T I O

N

Newfound Gap Road (Route 10S)

1050’ Place silt fence

E 686883.18 N 701285.66 Station 99+50.69

CONTROL PLAN

EROSION AND SEDIMENT

L = 383.27’

Curve = ALTCURV2

PI 95+10.40

D

R = 900.00’

T = 194.58’

no. 3) 520’ (see note Place fiber log completion.

as directed by the CO (see Detail 157-A). Leave the Fiber Log in place after project Install Soil Erosion Control, Filter Berm, (Fiber Log) down slope of the riprap basins3.

from station 88+75 to station 99+50.69 and as directed by the CO.

Place silt fence in accordance with Section 157. Place silt fence along the tree line2.

directed by the CO.

and temporary ditch. Restore the area back to its original state as approved and Prior to the completion of the project remove the temporary pavement structure1.

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

M -M

-D e e p C r e e k S li d e e s .d g n

T

IM

E

-O c t-

202965 133

60915

EL*

P T

.0

P O

T

.6

EL*

4830 48

2’

(STAGE I)

CONTROL PLAN

TEMPORARY TRAFFIC

N01 yellow line Temporary double

N

Not to Scale left of centerline begin 4" solid white line double yellow line, yellow line, tie to existing Begin temporary double E 685929.98 N 702120.15 Station 86+68.96 Begin Project

11.5’

11.5’

8’

M A

T C

H L I N

E S

T A

T I O

N

70’

70’ (Typ.)

(see note no. 2) channelizing devices Begin temporary 87+33.73 Left

Remove existing striping that conflicts with proposed temporary striping.7.

the History Exhibit.

Install 2 Portable Changeable Message Signs located at the Oconaluftee Overlook and 6.

open the temporary lane to traffic and begin Stage II Temporary Traffic Control.

After the completion of the installation and placement of the temporary pavement,5.

of MUTCD.

Install Temporary Traffic Control Signs in accordance with the Latest Edition4.

(see Standard 635-1).

and southbound to fit field conditions and as directed by the CO.

Install Temporary Traffic Control Signs along Newfound Gap Road northbound3.

devices to fit field conditions and as directed by the CO for the construction of the temporary pavement. Install the temporary channelization Use Detail ET 635-10 Temporary Traffic Control Shoulder Closure Layout2.

pavement markings.

for the installation of temporary concrete barrier and the placement of temporary Layout (With Flagger) along Newfound Gap Road northbound and southbound Use Standard 635-6 for Temporary Traffic Control Single Lane Closure1.

Notes:

P O

T

.0

P C

.9

P T

.5

P O

T

.0

P C

.9

P T

.5

20’

10’

10’

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

N 1-

N -D e e p C r e e k S li d e tc p .d g n

T

IM

E

-O c t-

:0

P

M

202965 133

60915

BL*

(STAGE I)

CONTROL PLAN

TEMPORARY TRAFFIC

N02 yellow line Temporary double

N

Not to Scale

11.5’

11.5’

M A

T C

H L I N

E S

T A

T I O

N left of centerline end 4" solid white line double yellow line, yellow line, tie to existing End temporary double E 686837.40 N 701278.49 Station 99+50.69 Begin Project

(see note no. 2) channelizing devices End temporary

70’ (Typ.)

Remove existing striping that conflicts with proposed temporary striping.7.

the History Exhibit.

Install 2 Portable Changeable Message Signs located at the Oconaluftee Overlook and 6.

open the temporary lane to traffic and begin Stage II Temporary Traffic Control.

After the completion of the installation and placement of the temporary pavement,5.

of MUTCD.

Install Temporary Traffic Control Signs in accordance with the Latest Edition4.

(see Standard 635-1).

and southbound to fit field conditions and as directed by the CO, Install Temporary Traffic Control Signs along Newfound Gap Road northbound3.

devices to fit field conditions and as directed by the CO.

for the construction of the temporary pavement. Install the temporary channelization Use Detail ET 635-10 Temporary Traffic Control Shoulder Closure Layout2.

pavement markings.

for the installation of temporary concrete barrier and the placement of temporary Layout (With Flagger) along Newfound Gap Road northbound and southbound Use Standard 635-6 for Temporary Traffic Control Single Lane Closure1.

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

N 1-

N -D e e p C r e e k S li d e tc p .d g n

T

IM

E

-O c t-

:0

P

M

202965 133

60915

P C

.8

P T

.0

P O

T

.6

P C

.8

P T

.0

P O

T

.6

10’

10’

20’

20’

EL*

A

T C

H L I N

E S

T A

T I O

N

23’+

11.5’+ 11.5’+

20’ concrete barrier Begin temporary 89+50 Right, N03

Not to ScaleNot to Scale

(STAGE II)

CONTROL PLAN

TEMPORARY TRAFFIC

11’ tie to exisitng pavement striping left and right of center line, begin temporary solid white edge line, Begin temporary double yellow center line, E 685929.98

N 702120.15

Station 86+68.96

Begin Project

10’

10’

23’+

23’+

2’

CL

center line Temporary double yellow edge line Temporary 4" solid white edge line Temporary 4" solid white

R11-2 (Modified)

CLOSED

AREA

PARKING

CLOSED" sign on barricade Mount "PARKING AREA Install Type 3 barricade

Remove existing striping that conflicts with proposed temporary striping.5.

directed by the CO.

of MUTCD. Final location and spacing of signs and devices may change as

Install Temporary Traffic Control Signs in accordance to the Latest Edition4.

pavement.

Closure Layout With Temporary Barrier for the construction of the temporary

Use Detail ET 635-10 Temporary Traffic Control Part Lane Width And Shoulder3.

(see Standard 635-1).

and southbound to fit field conditions and as directed by the CO, Install Temporary Traffic Control Signs along Newfound Gap Road northbound2.

pavement markings.

for the installation of temporary concrete barrier and the placement of temporary

Layout (With Flagger) along Newfound Gap Road northbound and southbound

Use Standard 635-6 for Temporary Traffic Control Single Lane Closure1.

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

N -N

-D e e p C r e e k S li d e tc p .d g n

T

IM

E

-O c t-

202965 133

60915

BL*

P O

T

.0

P C

.9

P T

.5

BL*

A

T C

H L I N

E S

T A

T I O

N

23’+

23’+

10’

10’ concrete barrier

End temporary

97+00 Right, N04 edge line

4" solid white

23’+

Not to Scale

(STAGE II)

CONTROL PLAN

TEMPORARY TRAFFIC

left and right of center line end temporary solid white edge line, End temporary double yellow center line, E 686873.40

N 701278.49

Station 99+50.69

Begin Project

7’+

CL

edge line

Temporary 4" solid white center line

Temporary double yellow

Remove existing striping that conflicts with proposed temporary striping.5.

directed by the CO.

of MUTCD. Final location and spacing of signs and devices may change as

Install Temporary Traffic Control Signs in accordance to the Latest Edition4.

pavement.

Closure Layout With Temporary Barrier for the construction of the temporary

Use Detail ET 635-10 Temporary Traffic Control Part Lane Width And Shoulder3.

(see Standard 635-1).

and southbound to fit field conditions and as directed by the CO, Install Temporary Traffic Control Signs along Newfound Gap Road northbound2.

pavement markings.

for the installation of temporary concrete barrier and the placement of temporary

Layout (With Flagger) along Newfound Gap Road northbound and southbound

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

N -N

-D e e p C r e e k S li d e tc p .d g n

T

IM

E

-O c t-

202965 133

60915

EL*

P C

.8

P T

.0

P O

T

.6

EL*

N

Curve = ALTCURV1

PI 88+71.56

D

R = 900.00’

T = 202.60’

L = 398.56’

Curve = ALTCURV2

PI 95+10.40

D

R = 900.00’

T = 194.58’

L = 383.27’

Begin Project

EOP

23’

EOP

P01

M A

T C

H L I N

E S

T A

T I O

N

Newfound Gap Road (Route 10S)

EOP

tie to existing edge line edge line, right of centerline, Begin 4" solid white tie to existing edge line edge line, left of centerline, Begin 4" solid white to existing double yellow line centerline line, tie

Begin double yellow

E 685929.98

N 702120.15

Station 86+68.96

PERMANENT STRIPING PLAN

striping (see note no. 3) Parking area edge line as directed by the CO.

Restore the parking area and re-stripe the parking stalls and double white3.

of the MUTCD.

Place permanent pavement markings in accordance with the Latest Edition2.

for the installation of placement of permanent pavement markings.

Layout (With Flagger) along Newfound Gap Road northbound and southbound

Use Standard 635-6 for Temporary Traffic Control Single Lane Closure1.

Notes:

BL*

P C

.9

P T

.5

P C

.8

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

P 1- P -D e e p C r e e k S li d e s s p .d g n

T

IM

E

-O c t-

:0

P

M

202965 133

60915

500 25

N

P02

M A

T C

H L I N

E S

T A

T I O

N

Newfound Gap Road (Route 10S)

L = 383.27’

Curve = ALTCURV2

PI 95+10.40

D

R = 900.00’

T = 194.58’

EOP

to existing double yellow line centerline line, tie

End double yellow

E 686883.18

N 701285.66

Station 99+50.69 tie to existing edge line edge line, left of centerline, End 4" solid white tie to existing edge line edge line, right of centerline, End 4" solid white

PERMANENT STRIPING PLAN

of the MUTCD.

Place permanent pavement markings in accordance with the Latest Edition2.

for the installation of placement of permanent pavement markings.

Layout (With Flagger) along Newfound Gap Road northbound and southbound

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.NO.

PMIS

NC PRA-GRSM 1B21

GREAT SMOKY MOUNTAINS NATIONAL PARK

M

P R

O J E

C T

S g r s m 1b

1\

P r o j

D e v C

A D

D C

A D

D

P 1- P -D e e p C r e e k S li d e s s p .d g n

T

IM

E

-O c t-

202965 133

60915

EL*

P T

.0

P O

T

.6

4830 48

-O c t-

:1

P

M M

P R

O J E

C T

S g r s m 1b

1\

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

of

DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

STATE PROJECT

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REGION

BRP NO.

NPS

NO.

PMIS NO.

GREAT SMOKY MOUNTAIN NATIONAL PARK

SE NC GRSM 1B21

JJO JEG AF B. Oltmann

DEEP CREEK SLIDE STABILIZATION

202964

60915

October 2013

-O c t-

:1

P

M M

P R

O J E

C T

S g r s m 1b

1\

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d g n

NO. DATE BY REVISIONS NO. DATE BY REVISIONS

SPECIFICATIONS:

GENERAL NOTES:

Design:

Construction:

Concrete:

Class A (AE) concrete:

f’ = 4,000 psi at 28 days

Reinforcing steel:

f = 60,000 psi y y c

MATERIALS:

Design Stresses:

f = 50,000 psi

Reinforcing Steel:

Structural steel:

Bridges on Federal Highway Projects, (FP-03). U.S. Customary Units.

Standard Specifications for Construction of Roads and

6th Edition, 2012.

AASHTO LRFD Bridge Design Specifications, U.S. Customery Units, Furnish Class A (AE) for caisson and precast panels.

Ground Anchors:

pu s

Structural Steel:

Grout:

Prestressing steel:

pu c f = 270 ksi

Provide 2" clear concrete cover for reinforcing steel unless otherwise noted.

Furnish reinforcing steel conforming to ASTM A615, Grade 60 steel.

DRAWING TITLE

General Notes and Index

DRAWING NO.

INDEX OF DRAWINGS

Plan and Elevation - 1

Plan and Elevation - 2

Plan and Elevation - 3

Pile Elevation Table

Typical Section

Anchor Details

Soil Profile10

GENERAL NOTES AND INDEX

A C

T U

A L F I L E R

G R

S M

B

G N .D

G N

R01

Provide all welding according to AASHTO/AWS Bridge Welding Code D1.5.

Furnish all structural galvanized steel conforming to AASTHO M 111, Grade 50 steel.

Wall Details - 1

Wall Details - 2 f’ = 4,000 psi at 7 days

No scale

(f = 270ksi, nominal A = 0.22 sq. in. per 7-wire strand)

Furnish ASTM A416 high strength steel strands.

-O c t-

:1

P

M M

P R

O J E

C T

S g r s m 1b

1\

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REGION

BRP NO.

NPS

NO.

PMIS NO.

GREAT SMOKY MOUNTAIN NATIONAL PARK

SE NC GRSM 1B21

JJO JEG AF B. Oltmann

DEEP CREEK SLIDE STABILIZATION

202964

60915

October 2013

-O c t-

:1

P

M M

P R

O J E

C T

S g r s m 1b

1\

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d g

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY sp a.

1’ -0

N

3’-6"11 spa. @ 7’-0" = 77’-0"

C

W al er

Wall

Pavement

Edge of

Pavement

Edge of

L pilesC

PLAN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15cap/corewall

Concrete

(Typ.)

Ground anchor

(Typ.)

caisson

Concrete

ELEVATION

Key

1 = Pile number

Sta. 90+86.60

Offset: 16.9’

Sta. 90+68.90

Offset: 28.3’

Begin wall (Typ.)

caisson

Concrete rock line

Approximate waler (Typ.)

"2 1HSS 12" x 10" x

PLAN AND ELEVATION - 1

(Typ.)

anchor

Ground

Elev. 4807.38 material line

Approximate competent

A C

T U

A L F I L E R

G R

S M

B P

E .D

G N

R02 grade

Profile

M a tc h L in e

(Typ.)

HP 12 x 63

5.10%

No scale

L Roadway/Baseline

See Note 4

24" Drainage pipe

Sta. 90+92.12

Inv. 4796.70 of drainage pipe, to avoid any intersection.

4. Before anchor drilling, verify the location

3. All offsets are measured from the baseline.

pile stations and elevations.

2. See "PILE ELEVATIONS TABLE" sheet for wall details.

1. See "TYPICAL SECTION" sheet for additional

Notes:

S e e

P L

A N A

N D E

L E

V A

T I O

N ground line

Proposed

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

JJO JEG AF B. Oltmann

BRIDGE DRAWING

DATE

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.

GREAT SMOKY MOUNTAIN NATIONAL PARK

DEEP CREEK SLIDE STABILIZATION

10 October 2013

NO.

REGION

NPS

NO.

PMIS NO.

SE NC GRSM 1B21202964

-O c t-

:1

P

M M

P R

O J E

C T

S g r s m 1b

1\

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REGION

BRP NO.

NPS

NO.

PMIS NO.

GREAT SMOKY MOUNTAIN NATIONAL PARK

SE NC GRSM 1B21

JJO JEG AF B. Oltmann

DEEP CREEK SLIDE STABILIZATION

202964

60915

October 2013

-O c t-

:1

P

M M

P R

O J E

C T

S g r s m 1b

1\

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d g

13 spa. @ 7’-0" = 91’-0"3’-6" 3’-6" a tc h L in e

N

C

Wall

Pavement

Edge of

Pavement

Edge of

L pilesC

PLAN

cap/corewall

Concrete

(Typ.)

Ground anchor

(Typ.)

caisson

Concrete

ELEVATION

Key

1 = Pile number

(Ty.)

caisson

Concrete rock line

Approximate waler (Typ.)

"2 1HSS 12" x 10" x

18 19 20 21 22 23 24 25 26 27 28 29

PLAN AND ELEVATION - 2

(Typ.)

anchor

Ground

Elev. 4812.46 material line

Approximate competent

A C

T U

A L F I L E R

G R

S M

B P

E .D

G N R03

Profile grade pile stations and elevations.

2. See "PILE ELEVATIONS TABLE" sheet for wall details.

1. See "TYPICAL SECTION" sheet for additional

Notes:

(Typ.)

HP 12 x 63

5.10%

No scale

L Roadway/Baseline

M a tc h L in e

S e e

P L

A N A

N D E

L E

V A

T I O

N

S e e

P L

A N A

N D E

L E

V A

T I O

N ground line

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.

GREAT SMOKY MOUNTAIN NATIONAL PARK

NO.

REGION

NPS

NO.

PMIS NO.

SE NC GRSM 1B21202964

-O c t-

:1

P

M M

P R

O J E

C T

S g r s m 1b

1\

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REGION

BRP NO.

NPS

NO.

PMIS NO.

GREAT SMOKY MOUNTAIN NATIONAL PARK

SE NC GRSM 1B21

JJO JEG AF B. Oltmann

DEEP CREEK SLIDE STABILIZATION

202964

60915

October 2013

-O c t-

:1

P

M M

P R

O J E

C T

S g r s m 1b

1\

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P

R O J E

C T

S .d g a tc h L in e

N

3’-6"

C

Wall

Pavement

Edge of

Pavement

Edge of

L pilesC

PLAN

cap/corewall

Concrete

(Typ.)

caisson

Concrete

ELEVATION

Key

1 = Pile number

Sta. 93+67.90

Offset: 16.8’ rock line

Approximate waler (Typ.)

"2 1HSS 12" x 10" x

31 32 33 34 35 36 37 38 39 40 41 42 43 44

7 spa. @ 7’-0" = 49’-0" 6 spa. @ 7’-0" = 42’-0"

7’-0"

Waler

PLAN AND ELEVATION - 3

4817.45

Elev.

(Typ.)

anchor

Ground

R04

A C

T U

A L F I L E R

G R

S M

B P

E .D

G N

Profile grade

(Typ.)

HP 12 x 63

(Typ.)

caisson

Concrete

5.10%

No scale

3. All offsets are…