Plans - NP-BLRI PVT PRES FY22(1).pdf

PLANS FOR PROPOSED PROJECT

NP BLRI PVT PRES FY22(1)

NORTH CAROLINA

SWAIN, AND TRANSYLVANIA COUNTIES

BUNCOMBE, HAYWOOD, HENDERSON, JACKSON,

NATIONAL

PARK

SERVICE

Project Manager

Sheila Foronda

Lead Designer

Shoukat Nawaz

Highway Design Manager

Alondra Sierra

PLANS PREPARED BY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

AUGUST 2022

ASHBURN, VIRGINIA

EASTERN FEDERAL LANDS HIGHWAY DIVISION

R

E N

O R

A I

N

N

ST F

R

I

D

D E P A

T

NTOFT A SP

T T

O

U

TE

ATESO

AM

E R

IC

A

M

PROJECT LENGTH: 8.22 Miles

SPECIFICATIONS:

LANE MILES:

and Bridges on Federal Highway Projects", FP-14.

"Standard Specifications for Construction of Roads

Know what'sbelow.

before you dig.Call

R

N

Asheville

Greensboro

Charlotte

Raleigh

Jacksonville

Te nn es se e

Virginia

Blu e

Ri dg e

Pk w y.

At la nt ic O ce an

STATE OF NORTH CAROLINA

KEY MAP

SCALE IN MILES

0 60 120

NP BLRI PVT PRES FY22(1)

MP 394.67- MP 469.50

15.68 Miles

PARKING AREAS

OVERLOOKS

ROADWAYS

SCHEDULE:

WIDTH

Varies

Varies

SURFACE BASE

N/A N/A

SUBGRADE

ACP N/A N/A

ACP

markings, and other miscellaneous work.

patching, crack cleaning and sealing, pavement from MP 394.67 to MP 469.50. Work includes asphalt and parking areas along the Blue Ridge Parkway Thin lift asphalt overlay of roadways, overlooks, DESCRIPTION OF PROJECT

IMPROVEMENT:

A 394.67 to 442.50 8.494.24

Title Sheet

Symbols and Abbreviations

Location Map

Typical Sections

Tabulation of Quantities

Summaries and Schedules

Temporary Traffic Control Closure Plan

DESCRIPTION

SHEET

NO

A01

A02-A03

A04-A07

B01-B02

C01

C02-C08

N01-N03

S01-S10 Standards and Details

M01-M03 Erosion and Sediment Control Narrative

A08-A09 Mileage Tabulation

INDEX TO SHEETS

NP BLRI PVT PRES FY22(1)

MP 394.67- MP 469.50

N

4 & 5

Varies N/A N/AACP

C 408.79 to 408.97 0.61 0.70 4

Public Routes (FLTP)

Non-Public Routes (Non-FLTP)

Schedule Description Milepost to Milepost (Miles)

Length Lane Miles Cycle #

B 443.05 to 469.50 6.493.37 4 & 5Public Routes (FLTP)

See Mileage Tabulation Summary for additional information.

BLUE RIDGE PARKWAY

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

FROM MP 394.67 TO MP 469.50

AND PARKING AREAS

PARKWAY ROADWAYS, OVERLOOKS,

PAVEMENT PRESERVATION FOR BLUE RIDGE

:1

P

M

A u g u s t

A

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y

(1

H

W Y

D

E S

\C A

D D

\C A

D D

\A

N P

B L

R I

P V

T P

R E

S F

Y

(1 tt l.

d g n

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) A01

NPS Dwg No. BLRI 601 180476 PMIS No. 325854 & 325820 pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve original ground outside diameter out to out ordinary high water mark on center nominal maximum size aggregate normal crown north mon.

min.

max.

MP

ML

monument minimum maximum mile post main line spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south spa.

shldr.

sec.

SC

SADT

S

NMSA

NC

N

OG

OD

o. to o.

ohwm

o. c.

pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

rte.

rt. or RT reqd.

reinf.

RECP

rdwy.

R/W

R.

R route right required reinforcement rolled erosion control product roadway right-of-way range radius symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot sym.

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SS

SRS

sqyd sqft typ.

Ts

TS

thd.

TBM

T.

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph

V vertical point of intersection vehicles per hour design speed

W west

1 6

1 6

SEC.

SEC.

0.00EL. E

N 0

RBAR

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SYMBOLS AND ABBREVIATIONS

DSY

drwg(s).

dist.

diaph.

diag.

dia.

DHV

D ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CO

CMP

CL

cc or c. to c.

brg.

br.

BP

BM

BK

appr.

AH

ADT

ACP

abut.

double solid yellow drawing(s) distance diaphragm diagonal diameter design hourly volume diameter centers curve to spiral continuous construction joint connection concrete column contracting officer corrugated metal pipe centerline center to center bearing bridge balance point benck mark back approach ahead average daily traffic asphalt concrete pavement abutment expansion joint excavation edge of water equivalent single axle load edge of road equation edge of travel way edge of shoulder edge of pavement embankment elevation elevation with number superelevation rate east flg.

fin.

flange finish exp. jt.

exc.

EW

ESAL

ER

EQ or eq.

EOT

EOS

EOP

emb.

elev.

elev.

e

E θs Ø ∆c spiral central angle diameter curve central angle total central angle ftg.

galv.

ga.

HW

hex.

hdwl.

ID

jt.

footing galvanized gage (gauge) high water hexagon headwall inside diameter joint lat.

lam.

L latitude lamination length of curve

LW

lt. or LT Ls

LPSM

long.

LOD

low water left length of spiral lump sum longitudinal Limits of Disturbance

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Section Line4

Section Corner (Found, Projected)4

Section Line16

Section Corner (Found, Projected)16

Property Line w/Found Property Corner

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Railroad

Trail

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservoir; Marshland

Spring or Seep

Treeline; Individual Trees, Pine

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Control Point (Terrestrial and GPS); Jump Hub

Sheet 1 of 2

:5

A

J u ly

S

H E

E T

P

R O

J E

C T

S \b lr i\ P

V T

P R

E S

F Y

(1

H

W Y

D

E S

\C A

D D

\C A

D D

\A -A

N

P B

L R

I P

V T

P R

E S

F Y

(1 s y m

.d g n

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) A02

DI

AREA PATTERN

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

SYMBOLS AND ABBREVIATIONS

Fiber Roll or Wattle

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Concrete Barrier

Slope Stake Limits

Delineators

Signs (single, double post; portable)

Transition

Toe of Fill

Top of Cut

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Pipe Culvert with Drop Inlet

Box Culvert

Underground Utilities

Overhead/Above Ground Utilities

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

EXISTING PROPOSED

Pavement Removal / Roadway Obliteration

Full Depth Pavement

Sidewalk Asphalt/Concrete

Mill and Overlay

Overlay

Silt Fence

Diversion Berm

Drainage Divide

Check Dam

Limits of Disturbance

Sheet 2 of 2

Blue Ridge ParkwayBLRI

:5 u ly

S

H E

E T

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y

(1

H

W Y

D

E S

\C A

D D

\C A

D D

\A

-A

N

P B

L R

I P

V T

P R

E S

F Y

(1 s y m .d g n

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) A03

MP 469.50

END PROJECT

MP 394.67

BEGIN PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

LOCATION MAP

KEY MAP

BLUE RIDGE PARKWAY

Sheet 1 of 4

NO SCALE

:2

J u ly

A

S h e e t]

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y (1

H

W Y

D

E S

\C A

D D

\C A

D D

\A -A

N

P B

L R

I P

V T

P R

E S

F Y

(1 lo c .d g n

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) A04

BLRI-0200

BLRI-1157

BLRI-1158CZ

BLRI-1158AZ

BLRI-1158BZ

BLRI-1158EZ

BLRI-1158DZ

N/AN/A-83.14120935.45972WATER ROCK KNOB OVERLOOK PARKING EBLRI-1158EZPUBLICB

N/AN/A-83.1413235.459798WATER ROCK KNOB OVERLOOK PARKING DBLRI-1158DZPUBLICB

N/AN/A-83.14075335.460352WATER ROCK KNOB OVERLOOK PARKING CBLRI-1158CZPUBLICB

N/AN/A-83.14088135.459678WATER ROCK KNOB OVERLOOK PARKING BBLRI-1158BZPUBLICB

N/AN/A-83.14075135.45965WATER ROCK KNOB OVERLOOK PARKING ABLRI-1158AZPUBLICB

N/AN/A-83.14080435.457808BROWNING KNOB OVERLOOKBLRI-1157PUBLICB

-83.14125535.45891-83.14272535.456365WATERROCK KNOB OVERLOOK ACCESS ROADBLRI-0200PUBLICB

LONGITUDELATITUDELONGITUDELATITUDE

ENDBEGIN

LOCATION

ROUTE NAMEROUTE ID

TYPE

ACCESS

SCHEDULE

Schedule B

Schedule B

Schedule B

Schedule B

Schedule B

Schedule B

Schedule B

U.S. DEPARTMENT OF TRANSPORTATION

SITE MAP

Sheet 2 of 4

NO SCALE

:2

J u ly

A

S h e

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y (1

H

W Y

D

E S

\C A

D D

\C A

D D

\A -A

N

P B

L R

I P

V T

P R

E S

F Y

(1 lo c .d g n

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) A05

-82.75459335.40404-82.75639735.402513MOUNT PISGAH CAMPGROUND ACCESS ROADBLRI-0202ZPUBLICA

N/AN/A-82.75568535.402373MOUNT PISGAH RESTAURANT SERVICE ROADBLRI-1106CNON-PUBLICC

LONGITUDELATITUDELONGITUDELATITUDE

ENDBEGIN

LOCATION

ROUTE NAMEROUTE ID

TYPE

ACCESS

SCHEDULE

N

BLRI-0202Z

BLRI-1106C

BLRI-1107

BLRI-1105

BLRI-1106A

BLRI-0202AZ

BLRI-0202BZ

BLRI-0202DZ

BLRI-0202CZ

Schedule A

Schedule C

U.S. DEPARTMENT OF TRANSPORTATION

NO SCALE

Sheet 3 of 4

:2

J u ly

A

S h e

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y (1

H

W Y

D

E S

\C A

D D

\C A

D D

\A -A

N

P B

L R

I P

V T

P R

E S

F Y

(1 lo c .d g n

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) A06

-82.75639235.410569-82.75123335.414472MOUNT PISGAH TREATMENT PLANT ROADBLRI-0422NON-PUBLICC

LONGITUDELATITUDELONGITUDELATITUDE

ENDBEGIN

LOCATION

ROUTE NAMEROUTE ID

TYPE

ACCESS

SCHEDULE

N

BLRI-0422

BLRI-1104

BLRI-1181BZ

BLRI-1181AZ

BLRI-0203

Schedule C

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 4 of 4

:2

J u ly

A

S h e

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y (1

H

W Y

D

E S

\C A

D D

\C A

D D

\A -A

N

P B

L R

I P

V T

P R

E S

F Y

(1 lo c .d g n

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) A07

Sheet 1 of 2

MILEAGE TABULATION

:2

M a r c h

B a s e .B

.U S

G

E n g in e e ri n g

S o ft w a re

\c a d d \B e n tl e y

S o ft w a re

\O p e n

R o a d s D e s ig n e r\

C O

N F

IG

\O p e n

R o a d s D e s ig n e r

C E

W S

V

\O p e n

R o a d s

D e s ig n e r_

C E

\C o n fi g u ra ti o n

\O rg a n iz a ti o n

-C iv il \F

L H

S u rv

F t_

S ta n d a rd s -W

S

V \C e ll

\F L

H -C e ll s .c e l

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) A08

MILEAGE TABULATION

Sheet 2 of 2

:2

M a r c h

B a s e .B

E n g in e e ri n g

S o ft w a re

\c a d d \B e n tl e y

S o ft w a re

\O p e n

R o a d s D e s ig n e r\

C O

N F

IG

\O p e n

R o a d s D e s ig n e r

C E

W S

V

\O p e n

R o a d s

D e s ig n e r_

C E

\C o n fi g u ra ti o n

\O rg a n iz a ti o n

-C iv il \F

L H

S u rv

F t_

S ta n d a rd s -W

S

V \C e ll

\F L

H -C e ll s .c e l

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) A09

cross slope Match existing cross slope Match existing

Limits of disturbance

Existing asphalt pavement

Existing aggregate base according to Detail E401-01.

Transition to match existing pavement elevations 10.

between asphalt lifts.

Apply non-tracking polymer asphalt tack coat to placing pavement preservation treatment.

Place non-tracking polymer asphalt tack coat prior 9.

by the CO.

Detail E414-01A and Section 414 as directed

Perform crack sealing and filling according to 8.

applying the pavement preservation treatment.

Perform asphalt pavement patching prior to 7.

on conditions encountered at time of construction.

The CO will determine the patching limits based 6.

stations within project limits.

Do not disturb existing loop detectors or count 5.

pavement preservation treatment.

other deleterious materials prior to placing

Remove thermoplastic pavement markings and 4.

the Government.

construction operations at no additional cost to treatment. Replace curb or gutter damaged during appurtenances from pavement preservation

Protect all curbs, sidewalks, and other roadside 3.

the CO. See Detail E157-04A.

Install fiber rolls for inlet protection as directed by 2.

pavement.

Limit work to the footprint of the existing and extent of pavement preservation treatment.

Refer to the Pavement Summary sheets for area 1.

-inch depth, PG 64-224 <0.3 million ESAL, Gyratory Mix, No. 4 Sieve NMSA, Thin Lift Asphalt Concrete Pavement, (Typ.)

Existing ground

See Note 3

Non-tracking polymer asphalt tack coat

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

NOTES:

PAVEMENT PRESERVATION TREATMENT

Sheet 1 of 2

TYPICAL SECTIONS

:3 u ly

B

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y

(1

H

W Y

D

E S

\C A

D D

\C A

D D

\B

-B

N

P B

L R

I P

V T

P R

E S

F Y

(1 ty p

.d g n

STATE PROJECT

NUMBER

SHEET

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) B01

C

12" 12"

V a r ie s

L Road to distress

Patch saw cut parallel/perpendicular

ACP patching to edge of pavement of pavement, remove

<24" from the edge

If the patch limit is

PLAN VIEW

ASPHALT PAVEMENT PATCH

m in

Pavement Distress

6"

Existing Ground

Limit of undercut pavement (Typ.)

Existing asphalt concrete face full depth (Typ.)

Saw cut vertical

SECTION A-A

geotextile, class 2, type E Separation-stabilization Aggregate base grading C or D

Backfill with min. 6"

Emulsified asphalt tack coat (Typ.)

a min. of 10"

Remove the pavement base and subgrade

Place in 2 equal lifts, min.

thickness if the existing pavement is less.

(match depth of existing asphalt) or 4" min.

Asphalt concrete, type I

See Typical Section, Sheet 1 of 2.

Pavement preservation treatment.

pavement (Typ.)

Existing asphalt concrete full depth (Typ.)

Saw cut vertical face subbase, or subgrade

Remove pavement to expose

Emulsified asphalt tack coat (Typ.)

3' min.

Varies

SECTION A-A

(match depth of existing asphalt)

Asphalt concrete, type I

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

See Typical Section, Sheet 1 of 2.

Pavement preservation treatment.

Existing Ground

Non-tracking polymer asphalt tack coat

Non-tracking polymer asphalt tack coat

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

between asphalt lifts.

Apply non-tracking polymer asphalt tack coat 3.

on conditions encountered at time of construction.

The CO will determine the patching limits based 2.

applying the pavement preservation treatment.

Perform asphalt pavement patching prior to 1.

NOTES:

3' min.

Varies

Sheet 2 of 2

TYPICAL SECTIONS

:4

A u g u s t

B

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y

(1

H

W Y

D

E S

\C A

D D

\C A

D D

\B

-B

N

P B

L R

I P

V T

P R

E S

F Y

(1 ty p

.d g n

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) B02

SCHEDULE A

SCHEDULE B

SCHEDULE C

TABULATION OF QUANTITIES

M a r c h

B a s e .B

E n g in e e ri n g

S o ft w a re

\c a d d \B e n tl e y

S o ft w a re

\O p e n

R o a d s D e s ig n e r\

C O

N F

IG

\O p e n

R o a d s D e s ig n e r

C E

W S

V

\O p e n

R o a d s

D e s ig n e r_

C E

\C o n fi g u ra ti o n

\O rg a n iz a ti o n

-C iv il \F

L H

S u rv

F t_

S ta n d a rd s -W

S

V \C e ll

\F L

H -C e ll s .c e l

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) C01

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 1 of 7

:2

M a r c h

B a s e .B

E n g in e e ri n g

S o ft w a re

\c a d d \B e n tl e y

S o ft w a re

\O p e n

R o a d s D e s ig n e r\

C O

N F

IG

\O p e n

R o a d s D e s ig n e r

C E

W S

V

\O p e n

R o a d s

D e s ig n e r_

C E

\C o n fi g u ra ti o n

\O rg a n iz a ti o n

-C iv il \F

L H

S u rv

F t_

S ta n d a rd s -W

S

V \C e ll

\F L

H -C e ll s .c e l

:5

A u g u s t

S u m m a r ie s a n d

S c h e d u le s

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y

(1

H

W Y

D

E S

\C A

D D

\C A

D D

\A

-A

C

-C

N P

B L

R I

P V

T P

R E

S F

Y

(1 q ty .d g n

SUMMARIES AND SCHEDULES

STATE PROJECT

NUMBER

SHEET

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) C02

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 2 of 7

:2

M a r c h

B a s e .B

E n g in e e ri n g

S o ft w a re

\c a d d \B e n tl e y

S o ft w a re

\O p e n

R o a d s D e s ig n e r\

C O

N F

IG

\O p e n

R o a d s D e s ig n e r

C E

W S

V

\O p e n

R o a d s

D e s ig n e r_

C E

\C o n fi g u ra ti o n

\O rg a n iz a ti o n

-C iv il \F

L H

S u rv

F t_

S ta n d a rd s -W

S

V \C e ll

\F L

H -C e ll s .c e l

:5

A u g u s t

S u m m a r ie s a n d

S c h e d u le

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y

(1

H

W Y

D

E S

\C A

D D

\C A

D D

\A

-A

C

-C

N P

B L

R I

P V

T P

R E

S F

Y

(1 q ty .d g n

SUMMARIES AND SCHEDULES

STATE PROJECT

NUMBER

SHEET

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) C03

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 3 of 7

:2

M a r c h

B a s e .B

E n g in e e ri n g

S o ft w a re

\c a d d \B e n tl e y

S o ft w a re

\O p e n

R o a d s D e s ig n e r\

C O

N F

IG

\O p e n

R o a d s D e s ig n e r

C E

W S

V

\O p e n

R o a d s

D e s ig n e r_

C E

\C o n fi g u ra ti o n

\O rg a n iz a ti o n

-C iv il \F

L H

S u rv

F t_

S ta n d a rd s -W

S

V \C e ll

\F L

H -C e ll s .c e l

:5

A u g u s t

S u m m a r ie s a n d

S c h e d u le

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y

(1

H

W Y

D

E S

\C A

D D

\C A

D D

\A

-A

C

-C

N P

B L

R I

P V

T P

R E

S F

Y

(1 q ty .d g n

SUMMARIES AND SCHEDULES

STATE PROJECT

NUMBER

SHEET

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) C04

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 4 of 7

:2

M a r c h

B a s e .B

E n g in e e ri n g

S o ft w a re

\c a d d \B e n tl e y

S o ft w a re

\O p e n

R o a d s D e s ig n e r\

C O

N F

IG

\O p e n

R o a d s D e s ig n e r

C E

W S

V

\O p e n

R o a d s

D e s ig n e r_

C E

\C o n fi g u ra ti o n

\O rg a n iz a ti o n

-C iv il \F

L H

S u rv

F t_

S ta n d a rd s -W

S

V \C e ll

\F L

H -C e ll s .c e l

:5

A u g u s t

S u m m a r ie s a n d

S c h e d u le

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y

(1

H

W Y

D

E S

\C A

D D

\C A

D D

\A

-A

C

-C

N P

B L

R I

P V

T P

R E

S F

Y

(1 q ty .d g n

SUMMARIES AND SCHEDULES

STATE PROJECT

NUMBER

SHEET

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) C05

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 5 of 7

:2

M a r c h

B a s e .B

E n g in e e ri n g

S o ft w a re

\c a d d \B e n tl e y

S o ft w a re

\O p e n

R o a d s D e s ig n e r\

C O

N F

IG

\O p e n

R o a d s D e s ig n e r

C E

W S

V

\O p e n

R o a d s

D e s ig n e r_

C E

\C o n fi g u ra ti o n

\O rg a n iz a ti o n

-C iv il \F

L H

S u rv

F t_

S ta n d a rd s -W

S

V \C e ll

\F L

H -C e ll s .c e l

:5

A u g u s t

S u m m a r ie s a n d

S c h e d u le

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y

(1

H

W Y

D

E S

\C A

D D

\C A

D D

\A

-A

C

-C

N P

B L

R I

P V

T P

R E

S F

Y

(1 q ty .d g n

SUMMARIES AND SCHEDULES

STATE PROJECT

NUMBER

SHEET

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) C06

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 6 of 7

:2

M a r c h

B a s e .B

E n g in e e ri n g

S o ft w a re

\c a d d \B e n tl e y

S o ft w a re

\O p e n

R o a d s D e s ig n e r\

C O

N F

IG

\O p e n

R o a d s D e s ig n e r

C E

W S

V

\O p e n

R o a d s

D e s ig n e r_

C E

\C o n fi g u ra ti o n

\O rg a n iz a ti o n

-C iv il \F

L H

S u rv

F t_

S ta n d a rd s -W

S

V \C e ll

\F L

H -C e ll s .c e l

:5

A u g u s t

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

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y

(1

H

W Y

D

E S

\C A

D D

\C A

D D

\A

-A

C

-C

N P

B L

R I

P V

T P

R E

S F

Y

(1 q ty .d g n

SUMMARIES AND SCHEDULES

STATE PROJECT

NUMBER

SHEET

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) C07

SUMMARIES AND SCHEDULES

Sheet 7 of 7

:2

M a r c h

B a s e .B

E n g in e e ri n g

S o ft w a re

\c a d d \B e n tl e y

S o ft w a re

\O p e n

R o a d s D e s ig n e r\

C O

N F

IG

\O p e n

R o a d s D e s ig n e r

C E

W S

V

\O p e n

R o a d s

D e s ig n e r_

C E

\C o n fi g u ra ti o n

\O rg a n iz a ti o n

-C iv il \F

L H

S u rv

F t_

S ta n d a rd s -W

S

V \C e ll

\F L

H -C e ll s .c e l

:5

A u g u s t

S u m m a r ie s a n d

S c h e d u le

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y

(1

H

W Y

D

E S

\C A

D D

\C A

D D

\A

-A

C

-C

N P

B L

R I

P V

T P

R E

S F

Y

(1 q ty .d g n

STATE PROJECT

NUMBER

SHEET

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) C08

Stabilize all areas that are disturbed due to the removal of sediment control devices-vegetation has not established

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

After the completion of roadway construction do the following as directed by the CO to permanently stabilize disturbed areas:

or 1-202-267-2675.

Report spills large enough to discharge to surface water to the National Response Center (NRC) at 1-800-424-8802-waste materials into the on-site dumpsters. Dispose of material according to Federal, State, and local regulations.

appropriate and clearly marked containers away from other non-waste materials. Do not dispose of hazardous conduct these activities in a covered area to avoid contact with storm water. Store all hazardous waste materials in 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-

Collect and store all waste in dumpsters, or in metal or plastic drums as appropriate.

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

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

In general, preserve existing vegetation, trees, and shrubs.-of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials.

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

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.-

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

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

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

Requirements.

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

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

EROSION AND SEDIMENT CONTROLS

The Runoff Coefficient prior to construction and after construction will be the same.

No new impervious surface will be created by the project.

Soil disturbing activities are minimal for this project.

SUMMARY

pavement markings, and other miscellaneous work.

from MP 394.67 to MP 469.50. Work includes asphalt patching, crack cleaning and sealing, This project consists of thin lift asphalt overlay of roadways, overlooks, and parking areas along the Blue Ridge Parkway

PROJECT DESCRIPTION

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

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

in place and is not damaged or clogged. Remove sediment deposits from the fiber roll when it reaches

Inlet protection - Inspect inlet protection weekly and after each runoff event to ensure it remains firmly 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.-where vegetation has not established.

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

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

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

according to Section 624 and 625.

As soon as practical, but not to exceed 7 calendar days, apply permanent turf establishment to the finished slopes or as directed by the CO.

Apply temporary turf establishment in completed disturbed areas that will remain exposed for over 7 calendar days, problems.

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

PHASE II- Intermediate Controls limits.

not leave the project site. Perimeter controls include fiber roll and other approved measures outside the construction

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

PHASE I Establish Perimeter Controls

EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE

Sheet 1 of 3

U.S. DEPARTMENT OF TRANSPORTATION

NARRATIVE

EROSION AND SEDIMENT CONTROL

:1 u ly

M

S h e

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y (1

H

W Y

D

E S

\C A

D D

\C A

D D

\M -M

N

P B

L R

I P

V T

P R

E S

F Y

(1 e s c .d g n

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) M01

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

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

in place and is not damaged or clogged. Remove sediment deposits from the fiber roll when it reaches

Inlet protection - Inspect inlet protection weekly and after each runoff event to ensure it remains firmly 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.-where vegetation has not established.

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

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

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

according to Section 624 and 625.

As soon as practical, but not to exceed 7 calendar days, apply permanent turf establishment to the finished slopes or as directed by the CO.

Apply temporary turf establishment in completed disturbed areas that will remain exposed for over 7 calendar days, problems.

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

PHASE II- Intermediate Controls limits.

not leave the project site. Perimeter controls include fiber roll and other approved measures outside the construction

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

PHASE I Establish Perimeter Controls

EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE

Sheet 2 of 3

U.S. DEPARTMENT OF TRANSPORTATION

:1 u ly

M

S h e

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y (1

H

W Y

D

E S

\C A

D D

\C A

D D

\M -M

N

P B

L R

I P

V T

P R

E S

F Y

(1 e s c .d g n

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) M02

Sheet 3 of 3

U.S. DEPARTMENT OF TRANSPORTATION

:1 u ly

M

S h e

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y (1

H

W Y

D

E S

\C A

D D

\C A

D D

\M -M

N

P B

L R

I P

V T

P R

E S

F Y

(1 e s c .d g n

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) M03

Sheet 1 of 3

OFFICE OF FEDERAL LANDS HIGHWAY

the Temporary Traffic Control Closure Plan.

Perform roadway and parking area closures as shown in3.

simultaneously.

No consecutive overlooks or parking areas may be closed

Do not close more than three roadways at the same time.2.

from the CO at least two weeks prior to closures.

Obtain approval for roadway or parking area closures1.

NOTES:

U.S. DEPARTMENT OF TRANSPORTATION

CLOSURE PLAN

TEMPORARY TRAFFIC CONTROL

:2

M a r c h

B a s e .B

E n g in e e ri n g

S o ft w a re

\c a d d \B e n tl e y

S o ft w a re

\O p e n

R o a d s D e s ig n e r\

C O

N F

IG

\O p e n

R o a d s D e s ig n e r

C E

W S

V

\O p e n

R o a d s

D e s ig n e r_

C E

\C o n fi g u ra ti o n

\O rg a n iz a ti o n

-C iv il \F

L H

S u rv

F t_

S ta n d a rd s -W

S

V \C e ll

\F L

H -C e ll s .c e l

:3

A u g u s t

T

T C

S h e

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y

(1

H

W Y

D

E S

\C A

D D

\C A

D D

\N

-N

N

P B

L R

I P

V T

P R

E S

F Y

(1 tt c .d g n

STATE PROJECT

NUMBER

SHEET

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) N01

Sheet 2 of 3

OFFICE OF FEDERAL LANDS HIGHWAY

the Temporary Traffic Control Closure Plan.

Perform roadway and parking area closures as shown in3.

simultaneously.

No consecutive overlooks or parking areas may be closed

Do not close more than three roadways at the same time.2.

from the CO at least two weeks prior to closures.

Obtain approval for roadway or parking area closures1.

NOTES:

U.S. DEPARTMENT OF TRANSPORTATION

:2

M a r c h

B a s e .B

E n g in e e ri n g

S o ft w a re

\c a d d \B e n tl e y

S o ft w a re

\O p e n

R o a d s D e s ig n e r\

C O

N F

IG

\O p e n

R o a d s D e s ig n e r

C E

W S

V

\O p e n

R o a d s

D e s ig n e r_

C E

\C o n fi g u ra ti o n

\O rg a n iz a ti o n

-C iv il \F

L H

S u rv

F t_

S ta n d a rd s -W

S

V \C e ll

\F L

H -C e ll s .c e l

:4

A u g u s t

T

T C

S h e

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y

(1

H

W Y

D

E S

\C A

D D

\C A

D D

\N

-N

N

P B

L R

I P

V T

P R

E S

F Y

(1 tt c .d g n

STATE PROJECT

NUMBER

SHEET

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) N02

Barricade Type 3 (typ.)

Varies

500'

500'

CLOSED

PARKING CLOSED

PARKING

(Mounted on Type 3 Barricade)

48"x30"

R11-2 (Modified)

(Mounted on Type 3 Barricade)

48"x30"

R11-2 (Modified)

AHEAD

CLOSED

PARKING

36"x36" W20-3 (Modified)

AHEAD

CLOSED

PARKING

36"x36" W20-3 (Modified)

TYPICAL PARKING AREA CLOSURE

Barricade Type 3 (typ.)

500' 500'

CLOSED

ROAD

(Mounted on Type 3 Barricade)

48"x30"

R11-2

AHEAD

CLOSED

ROAD

36"x36" W20-3

CLOSED

ROAD

(Mounted on Type 3 Barricade)

48"x30"

R11-2

AHEAD

CLOSED

ROAD

36"x36" W20-3 depending on width of the entrance or exit.

2. Number of barricades required may vary entrances and exits or as directed by the CO.

1. Place barricades across parking areas and roadways

NOTES:

TYPICAL ROADWAY CLOSURE

NO SCALE Sheet 3 of 3

M a r c h

B a s e .B

E n g in e e ri n g

S o ft w a re

\c a d d \B e n tl e y

S o ft w a re

\O p e n

R o a d s D e s ig n e r\

C O

N F

IG

\O p e n

R o a d s D e s ig n e r

C E

W S

V

\O p e n

R o a d s

D e s ig n e r_

C E

\C o n fi g u ra ti o n

\O rg a n iz a ti o n

-C iv il \F

L H

S u rv

F t_

S ta n d a rd s -W

S

V \C e ll

\F L

H -C e ll s .c l

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) N03

2%

3%

4%

5%

33'

22'

16'

13'

INLET PROTECTION

set under drain inlet.

Non-woven filter fabricFl ow

FlowFlow

Fl ow

F lo w

F lo w

PLAN VIEW

Area

Undisturbed

Flow

Flow

** Adjust spacing as approved based on site conditions

* Do not install check dams on grades below 2%

50'

33'

25'

20'

PLAN VIEW

FIBER ROLL CHECK DAM

20 ft

15 ft

10 ft1V:2H or Steeper

1V:4H - 1V:2H downslope stakes equidistant between

Upslope stake, place

Flow

8' max

Flow

4' max

Contour line (typ.)

E157-04A height of roll2 1to

Wood mulch or compost

See Note 6

Wood stake (typ.)

See Note 6

Wood stake (typ.)

See Note 11 ends and 36" o.c. (typ.)

Gravel bag weights at

See Note 6

Wood stake (typ.)

FIBER ROLL CHECK DAM CROSS SECTIONS

V-DITCH TRAPEZOIDAL DITCH

ENTRENCHED INSTALLATION

FIBER ROLL ISOMETRIC VIEW

requirements of Subsection 713.13.

Provide gravel bag weights meeting the inlet protection detail.

use gravel bags to support them as shown on the

When fiber rolls are required on paved surfaces, months after installation.

installation and photodegradable fiber rolls 12

Replace biodegradable fiber rolls 6 months after one-half the height of the exposed fiber roll.

Remove sediment deposits when accumulation is ends 12 inches minimum and stake.

When more than one fiber roll is needed, overlap

Subsection 713.08(a).

Furnish wood stakes meeting the requirements of ground and 3 inches protruding above the roll.

length to attain a minimum of 12 inches into the section of 2-inch x 2-inch and of sufficient

Use wood stakes with a minimum nominal cross alignment.

least 8 feet upslope at 45 degrees to the main contours. Extend both ends of the fiber roll at

Place fiber rolls on level grade and parallel to along the fiber roll.

mulch or compost on uphill side of the slope

For untrenched installation, blow or hand place the fiber roll.

1-inch that may interfere with proper function of including rocks, clods, and debris greater than

Prior to installation, clear all obstructions a minimum 12-inch diameter.

For drain inlet protection, use fiber rolls with

Use fiber rolls with a minimum 8-inch diameter.

Subsection 713.12.

Provide fiber rolls meeting the requirements of

NOTES:

See Note 6

Wood stake (typ.)

See Note 6

Wood stake (typ.)

UNTRENCHED INSTALLATION

SLOPE MAX INTERVAL

1V:4H or Flatter

LENGTH ABOVE FIBER ROLLS

MAXIMUM ALLOWABLE SLOPE

SPACING TABLE

FIBER ROLL CHECK DAM

*GRADE

DITCH SPACING (S)

CHECK DAM

8" HIGH 12" HIGH

Downslope stake (typ.)

Upslope stake (typ.)

Downslope stake (typ.)

Upslope stake (typ.)

Downslope stake (typ.)

8" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, the diameter of the roll (max.)

1Trench into ground

1' (min.)

12" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, 2' (max.)

(typ.)

Fiber roll

FIBER ROLL OVERLAP

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

FIBER ROLL

PLAN VIEW

TYPE 4A AND 6A CURB OPENING INLETS

INLET PROTECTION FOR

Fl ow

Face of vertical opening at edge of ditch material to stake excess sock

Draw and tie off opening as directed by the CO.

the fiber roll and the inlet

Place concrete block between

8" dia. min.

Fiber roll, :4

J u n e

S h e t

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y

(1

H

W Y

D

E S

\C A

D D

\S td

-D e t\

S

-E

A

F ib e r

R o ll

In le t P ro te c ti o n d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

EFLHD DETAIL

SHEET

NC NP BLRI PVT PRES FY22(1) S01

K VALUE TABLE (ft/in)

30 35 40 45 50 55 60 65 70 75

30 32.5 35 37.5 40 42.5 45 47.5 50 52.5

* Use a K Value of 30 for speeds less than 30 MPH.

K

(MPH) *

POSTED SPEED

NOTE:

2 inches x 42.5 ft./in. = 85 feet.

Then the minimum transition length =

Effective overlay thickness = 2 inches

If the posted speed is 55 MPH

Example :

(Minimum transition length=30 feet) applies), to obtain the transition length.

Use K*[e1-e2]=T, or K*[d1-d2]=T (whichever the posted speed of the roadway.

elevations) by the K value from the Table for

(difference between the existing and overlaid the effective overlay thickness in inches less than the value obtained by multiplying

Provide a transition length in feet that is not

E401-01

NO SCALE

Existing asphalt pavement

Existing base course

New asphalt pavement

New base course

Existing asphalt pavement

Existing base course

Remove pavement (mill)

NEW PAVEMENT

(Final course)

Asphalt overlay

(Depth equals overlay thickness)

Saw cut

Existing elevation (e2)

Overlaid elevation (e1)

(Full depth of existing asphalt pavement Saw cut

K Transition length variable (See table)

(for table e - e = effective overlay thickness)

OVERLAY

d

Existing asphalt pavement

Existing base course d1

OVERLAY - DEPTH TRANSITIONS

(depth 2)

Asphalt overlay

(depth 1)

Asphalt overlay

K Transition length (Variable, see Table)

(for Table, d - d = effective overlay thickness)

1 PAVEMENT TRANSITIONS

DETAIL APPROVED FOR USE

REVISED: SEPTEMBER 2020

APPROVED: FEBRUARY 2013

:5

J u n e

S h e

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y (1

H

W Y

D

E S

\C A

D D

\S td

-D e t\

S -E

P a v e m e n t

T ra n s it io n s .d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) S02

CRACK SEALING AND FILLING

CRACK SEALING CRACK FILLING

from the existing surface

Squeegee excess material

1" and greater

See Note 3

Less than 1"

Seal crack with hot applied crack sealant

" below existing surface 4 " to8

Fill crack with hot applied crack filler to below existing surface " 4

" to8

Screed material to

ASPHALT PAVEMENT

CRACK SEALING AND FILLING

E414-01A

NO SCALE

NOTES:

4.

3.

2.

1.

Do not overband cracks.

filling material left above the surface.

Squeegee excess crack sealing and crack width.

See Subsection 414.06 for minimum to ensure adhesion to existing surface.

Force crack repair material into cracks sealing and filling cracks.

manufacturer's recommendations for according to Section 414. Follow

Prepare cracks for sealing and filling

:3

J u n e

E

-0

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y

(1

H

W Y

D

E S

\C A

D D

\S td

-D e t\

S

-E

A

C ra c k

S e a li n g a n d F il li n g

A s p h a lt

P a v e m e n t.

d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

SHEET

NC NP BLRI PVT PRES FY22(1) S03

SYMBOLS AND WORDS

PAVEMENT MARKINGS

E634-01

14"12"14"

12"30"30"

33"

27"

R

12"30"30"

33"

R

R

27"

8"

6'

(V

M

P H

(V

M

P H

(V

M

P H

(V

M

P H

4" (typ.)

4" (min.)

7'

6'

(t y p

8'

(t y p

4" (min.)

4" (typ.)

(m in

24" (min.)

3" (min.)9" R

3"R

3"R

3"R

TURN ARROW SYMBOLSTRAIGHT ARROW SYMBOL

COMBINATION SYMBOL

STRAIGHT/TURN ARROW

TRIANGLE SYMBOL

YIELD AHEAD

See Note 3 Blue background

ACCESSIBILITY SYMBOL

See Note 3 White border

NOTES:

3.

2.

1.

(typ.

R 6"

(typ.)

TYPE

PAVEMENT MARKING AREAS

SQFT

See Note 3 Accessibility symbol

NO SCALE

"STOP" WORD MESSAGE "YIELD" WORD MESSAGE "ONLY" WORD MESSAGE

"AHEAD" WORD MESSAGE "SCHOOL" WORD MESSAGE

6'-9"

9'-9"

3'-9" (typ.)

"YIELD" Word Message Marking

"STOP" Word Message Marking

"SCHOOL" Word Message Marking

"ONLY" Word Message Marking

"AHEAD" Word Message Marking

Yield Ahead Triangle Symbol (V≥45 mph)

Yield Ahead Triangle Symbol (V<45 mph)

Turn Arrow Symbol

Straight/Turn Arrow Combination Symbol

Straight Arrow Symbol w/ Symbol, blue background, and white border w/ Symbol and blue background w/ Symbol only

Accessibility Symbol:

(c) w/ Symbol, blue background, and white border

(b) w/ Symbol and blue background; or

(a) w/ Symbol only;

of the following configurations:

in the plans or directed otherwise by the CO in one Provide Accessibility Symbol marking as indicated latest edition.

accordance with the "Standard Highway Signs", Place all letters, numerals, and symbols in

Control Devices'' (MUTCD), latest edition.

accordance with the ''Manual on Uniform Traffic Place pavement word and symbol markings in

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

REVISED: FEBRUARY 2020

APPROVED: MAY 2011

DETAIL APPROVED FOR USE

:5

J u n e

S h e

P R

O J E

C T

S \b lr i\ P

V T

P R

E S

F Y

(1

H W

Y

D E

S \C

A D

D \S td -D e t\

S

-E

P a v e m e n t

M a rk in g s S y m b o ls a n d

W o rd s .d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

SHEET

NC NP BLRI PVT PRES FY22(1) S04

R7-8

R7-8P

R7-8

R7-8P

R7-8

R7-8

R7-8P

R7-8

R7-8

R7-8P

R7-8

R7-8P

R7-8

RESERVED

PARKING

ACCESSIBLE

VAN

RESERVED

PARKING

ACCESSIBLE

VAN

PARKING

RESERVED

ACCESSIBLE

VAN

RESERVED

PARKING

PARKING

ACCESSIBLE

VAN

RESERVED

PARKING

ACCESSIBLE

VAN

RESERVED

PARKING

RESERVED

RESERVED

PARKING

45 60 75 90 o o o o

25' 22' 20' 18.5'

9.3' 9.0'

CHART B

A A

NO SCALE

SINGLE PARKING SPACE

HEAD-ON PARKING WITH VAN ACCESSIBLE AISLE

DOUBLE PARKING SPACE

ANGULAR PARKING WITH VAN ACCESSIBLE AISLE

DOUBLE PARKING SPACESINGLE PARKING SPACE

See Note 3

Install perpendicular curb ramp

" (typ

" (typ

(t yp

(t yp

See Note 3

Install perpendicular curb ramp

See Note 3

Install perpendicular curb ramp

Van accessible aisle

HEAD-ON PARKING ANGULAR PARKING

5' (min.)

See Note 2

Wheelstop (typ.)

See Note 2

Wheelstop (typ.)

See Note 2

Wheelstop

S e e N o te

W h e e lsto p

' (m in

B

5' (min.)

11' (min.) 9' (min.)

2' (typ.)

6'' (min.)

S e e N o te

W h e e lsto p

See Note 2

Wheelstop

See Note 6 space symbol (typ.)

Accessibility parking

.5

NOTES:

SIGNING IN PARKING AREAS

PAVEMENT MARKINGS AND

Top of existing ground striping (typ.)

4" solid white

4" solid white striping (typ.)

striping (typ.)

4" solid white striping (typ.)

4" solid white

Sign post (typ.)

SIGN MOUNTING

H e ig h t*

* See Notes 4 and 5

6.

5.

4.

3.

2.

1.

Mounting view

See Sign

Mounting view

See Sign

Mounting view

See Sign

CHART A

Spaces

Van-Accessible

Minimum Number of

1 to 25

26 to 50

51 to 75

76 to 100

101 to 150

151 to 200

201 to 300

301 to 400

401 to 500

501 to 1,000 Spaces

2% of Total Parking

Over 1,000 100 over 1,000

20 Plus 1 for each

Accessible Spaces

One out of every 6

Accessible Spaces

One out of every 6 of Accessible Spaces

Minimum Number

Angle (A)

Minimum Length of Stall (B)

Stall Width (C), Parallel to Aisle 12.7' 10.4'

11' (min.)

in Parking Facility

Total Parking Spaces

MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES*

Special Report 125 (Figure 6.2)".

* Chart B based on dimensions recommended in "Parking Principles, and "2015 ABA Standards (Table F208.2)".

Accessible Design Standard (Table 208.02)"

* Chart A based on "2010 ADA Standards for

5' (min.) walkway5' (min.) walkway

PARKING LAYOUT DIMENSIONS FOR 9-FOOT STALLS*

S e e N o te s p a c e s y m b o l

A c c e s s ib il it y p a r k in g

See Note 6 space symbol

Accessibility parking

' (m in

Van accessible aisle

See Note 3

Install perpendicular curb ramp

4" solid white striping (typ.)

See Note 6 space symbol (typ.)

Accessibility parking parking space symbol details.

Refer to Detail E634-01 for accessibility additional sign mounting information.

Refer to Section 2A.18 of the MUTCD for height of 7 feet.

residential areas, provide a minimum sings installed in business, commercial, or provide a minimum height of 5 feet. For details. For signs installed in rural areas, Refer to Detail E633-01 for sign mounting for curb ramps details.

and the walkway. Refer to Detail ET 615-1 is located between the van accessible aisle

Install perpendicular curb ramp when curb recommendations.

according to the manufacturer's plastic and other types of wheelstops

Section 609 and Detail E609-03. Install

Install concrete wheelstops according to

(MUTCD), latest edition.

on Uniform Traffic Control Devices" markings in accordance with the "Manual

Install pavement striping and symbol

Van accessible aisle

Van accessible aisle

B '-7

'-7

6'-7' 6'-7' 6'-7'

6'-7'

C

9'

.5

B

'-7

'-7

.5

See Chart B See Chart B See Chart B m in w a lk w a y

5' (min.) walkway

B

(typ.)

6" (min.)

Mounting view

See Sign

Mounting view

See Sign

Mounting view

See Sign

A

90 90

A

E634-05

REVISED: AUGUST 2021

APPROVED: MAY 2011

DETAIL APPROVED FOR USE

:0

J u n e

S h e

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y (1

H

W Y

D

E S

\C A

D D

\S td

-D e t\

S -E

P a v e m e n t

M a rk in g s a n d S ig n in g i n P a rk in g A re a s .d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) S05

PORTABLE SIGNS

FIXED ROADWAY SIGNS

RURAL AREA URBAN AREA

BREAKAWAY SIGN SUPPORT

4'' x 4''

4'' x 6''

6'' x 6''

6'' x 8''

1.5''

3''

2''

None Required

D

4'

4'

5'

5'

10 20

1 Post 2 Post 3 Post 4 Post

165125

Sign panel

Traffic

Wood post (Fixed)

Holes (See Table) m in m in

Roadway m in m

D m

Sidewalk m

6' to 12' m

(See Notes 3 and 4)

POST SIZE

DIAMETER

HOLE (SQFT)

MAXIMUM SIGN AREA

POST SIZE TABLE

(min.)

6'-0''

(min.)

2'-0''

(min.)

2'-0''

NOTES:

7.

6.

5.

4.

3.

2.

1.

apart.

cannot be spaced a minimum of 7 feet multiple posts are required and the posts posts are considered non-breakaway if

Signs requiring 6- by 6-inch and greater non-breakaway signs.

Do not place holes in posts of the clearzone or shield with a barrier.

to post spacing, place the sign outside breakaway design cannot be used due the Breakaway Sign Support View. If

For 4- by 6-inch and greater posts, see sign mounting.

Company, utility poles may be used for

When approved by the CO and the Utility

7 feet above the pavement surface.

of the sign, mount the sign a minimum of

When parking is permitted within 200 feet

NCHRP Report 350 for crashworthiness.

sign supports meet the requirements of the approved by the CO. Ensure all portable mounted lower than fixed signs when vertical plane. Portable signs may be

Ensure sign mounts hold the sign face in a

Submit alternate details for portable signs.

All lumber dimensions are nominal.

larger than 10 square feet on double posts.

Mount signs that are wider than 3 feet or

(See Notes 6 and 7)

FIXED SIGNS 4'' X 6'' AND GREATER POSTS)(

E635-01

NO SCALE

SIGN MOUNTING

TEMPORARY TRAFFIC CONTROL

ROAD

AHEAD

WORK

DETOUR

AHEAD

M PH.. .

M PH.. .

ROAD

CLOSED

DETOUR

M PH.. .

CLOSED

AHEAD

LANE

RIGHT

DETAIL APPROVED FOR USE

REVISED: SEPTEMBER 2020

APPROVED: MAY 2011

:0

J u n e

S h e

P R

O J E

C T

S \b lr i\

P V

T P

R E

S F

Y (1

H

W Y

D

E S

\C A

D D

\S td

-D e t\

S -E

C o n s tr u c ti o n T ra ff ic C o n tr o l

S ig n M o u n ti n g .d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) S06

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS (LNFT)

G20-2

G20-2

G20-2

See Note 11

G20-1

See Note 11

G20-1

M in o r R o a d

M a jo r R o a d

See Note 10

W20-1

See Note 10

W20-1

See Note 9

W16-8P

W20-1 over

See Note 9

W16-8P

W20-1 over

W20-1

Ro ad N am e

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

See Note 10

W20-1

See Note 10

W20-1

G20-2

Expressway / Freeway

A

B

C

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

C

B as d et er m in ed b y th e

CO

W or k zo ne A re a of In flu en ce

Pr oj ec t L im its

A

A

(S ee S ig n

Sp ac in g

Ta bl e)

ADVANCE

W

ARNI

NG

AREA

A

A

ET 635-1

NO SCALE

NOTES:

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

sheeting types.

Refer to the Section 635 for allowable retroreflective approved by the CO.

State standards may be used as an alternative if has been obtained.

the client agency, verify that an encroachment permit

If signing on a roadway under a jurisdiction other than mile.

the distance on the G20-1 sign to the nearest whole install G20-1 signs at each end of the project. Show

For work zones that are 2 miles or more in length, Spacing Table.

two W20-1 signs "B" feet apart according to the Sign approach speeds exceed 50 MPH. When used place the feet or in miles. Install an additional W20-1 sign when

AHEAD" or may specify the distance to the work area in

The message on the W20-1 signs may be "ROAD WORK roads only).

on which the construction does occur (applies to major supplementary plaque indicating the name of the road which the actual construction work occurs, include a

If W20-1 is placed on a roadway other than that on applicable.

when not in use. Cover post-mounted signs when not

Do not store traffic control devices along the roadway except as approved by the CO.

Maintain two-way traffic during all non-work hours crashworthiness.

meet the requirements of NCHRP-350 or MASH for

Ensure all sign supports exposed to impact by traffic recommended speed through the construction area.

warning signs as needed to indicate a maximum

Install advisory speed plates under the W20 series to fit the actual construction conditions.

Additional or different message signs may be required messages as required.

signs as determined by the CO for best results. Vary interfere with permanent signs, locate the warning

Where advance warning signs, placed as shown, necessary to accommodate actual operations.

information and details in this traffic control plan as sheets may be applicable to this project. Add or delete

Not all details shown on the temporary traffic control construction work.

Erect all project advance warning signs before starting

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD WORK

END

ROAD WORK

END

ROAD WORK

END

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

ROAD NAME

ROAD NAME

ROAD WORK

NEXT xx MILES

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

(optional) W13-1P

(optional) W13-1P xx

MPH

xx

MPH

REVISED: 6/2014 3/2016 9/2019 9/2020

STANDARD APPROVED FOR USE 6/2005

:0

J u n e

S h e

P

R O

J E

C T

S \b lr i\ P

V T

P R

E S

F Y

(1

H

W Y

D

E S

\C A

D D

\S td

-D e t\ S

-E

T E

F L T

E M

P T e m p o ra ry T ra ff ic

C o n tr o l A d v a n c e S ig n in g .d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

NC NP BLRI PVT PRES FY22(1) S07

2' 18'

40'

2' 18'

40'

2' 38'

4" Broken yellow

4" Broken yellow

4" Solid double

4" Solid double

4" Broken yellow and

Curves < 500' Radius Tangents or Curves ≥ 500' Radius

4" Broken yellow centerline

2' 38'

20'

20'

DETAIL A DETAIL B

Two-way traffic Passing zone both directions

DETAIL B1

Two-way traffic Passing zone both directions

DETAIL A1

Two-way traffic No passing zone one direction

DETAIL A2

Two-way traffic No Passing zone one direction

DETAIL B2

Two-way traffic No passing zone both directions

DETAIL A3

Two-way traffic No Passing zone both directions

DETAIL B3

yellow centerline

Shoulder

Shoulder and solid yellow centerline

Shoulder yellow centerline

Shoulder yellow centerline solid yellow centerline

Shoulder

Shoulder

NOTES:

3.

2.

1.

period.

as an alternate for the full 14 day temporary marking For ADT of 1000 or less, Detail ET 635-3 may be used or less, Detail ET 635-3 may be used as an alternate.

For ADT of greater than 1000 and periods of 3 days by side, spaced on 10 feet centers.

Double solid line: two pavement markers, side on 10 feet centers.

Single solid line: pavement markers spaced based on curvature.

spaced 2 feet apart allowed by the gap shown 2 feet broken line: two pavement markers the following patterns:

To substitute raised pavement markers for lines, use zones for each direction of travel.

designated in the contract to determine no passing Use permanent pavement marking layout as

ET 635-2

NO SCALE

PAVEMENT MARKINGS

TEMPORARY

Traffic flow Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow

Traffic flow Traffic flow

Traffic flow

2' 18'

40'

2' 18'

40'

2' 38'

4" Broken yellow

4" Broken yellow

4" Solid double 4" Solid double

4" Broken yellow and

Curves < 500' Radius Tangents or Curves ≥ 500' Radius

4" Broken yellow centerline

2' 38'

20'

20'

DETAIL A DETAIL B

Two-way traffic Passing zone both directions

DETAIL B1

Two-way traffic Passing zone both directions

DETAIL A1

Two-way traffic No passing zone one direction

DETAIL A2

Two-way traffic No Passing zone one direction

DETAIL B2

Two-way traffic No passing zone both directions

DETAIL A3

Two-way traffic No Passing zone both directions

DETAIL B3

yellow centerline

Shoulder

Shoulder and solid yellow centerline

Shoulder yellow centerline

Shoulder yellow centerline solid yellow centerline

Shoulder

Shoulder

NOTES:

3.

2.

1.

period.

as an alternate for the full 14 day temporary marking For ADT of 1000 or less, Detail ET 635-3 may be used or less, Detail ET 635-3 may be used as an alternate.

For ADT of greater than 1000 and periods of 3 days by side, spaced on 10 feet centers.

Double solid line: two pavement markers, side on 10 feet centers.

Single solid line: pavement markers spaced based on curvature.

spaced 2 feet apart allowed by the gap shown 2 feet broken line: two pavement markers the following patterns:

To substitute raised pavement markers for lines, use zones for each direction of travel.

designated in the contract to determine no passing Use permanent pavement marking layout as

ET 635-2

NO SCALE

PAVEMENT MARKINGS

TEMPORARY

STANDARD APPROVED FOR USE 6/2005

REVISED: 9/2011 3/2016 9/2019 9/2020

STANDARD APPROVED FOR USE 6/2005

REVISED: 9/2011 3/2016 9/2019 9/2020

:1

J u n e

S h e

P R

O J E

C T

S \b lr i\ P

V T

P R

E S

F Y

(1

H W

Y

D E

S \C

A D

D \S td -D e t\

S

-E

T

E

F L

T

E M

P

T e m p o ra ry P a v e m e n t

M a rk in g s .d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

SHEET

NC NP BLRI PVT PRES FY22(1) S08

cycle length

40' cycle length

40' cycle length

40'

500'

500'

500'

500'

500'

500'

Traffic flow

Traffic flow

W8-12

Traffic flow

Traffic flow

Traffic flow

Traffic flow

W8-12

W8-12

W8-12

W8-12

W8-12

(optional)

W14-3

(optional)

W14-3

(optional)

W14-3

TABLE A

Markings Are Required

Maximum Duration Before

ADT

See Note 2

See Note 2

See Note 2

3 Days

14 Days

> 1000

≤ 1000

R4-1

R4-1

R4-1

See Note 6 R4-2

See Note 6 R4-2

See Note 6 R4-2

Two-way traffic