Plans_-_MWR_PMS_IN(1).pdf

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Title Sheet

Symbols And Abbreviations

Location Map

Typical Section

Tabulation of Quantities

DESCRIPTION

INDEX TO SHEETS

PLANS FOR PROPOSED

PLANS PREPARED BY

REG STATE PROJECT

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH:

SPECIFICATIONS:

FP-03 U.S.Customary Units.

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

Project Manager Lead Designer

Know what’sbelow.

before you dig.Call

R

Administration

Federal Highway

U.S. Department of Transportation

A01

SHEET

NO

A01

A02

C01

C04-C13

P01-P08

LANE MILES:

U.S. DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

INDIANA DUNES NATIONAL LAKESHORE

PMIS #: 163895

PORTER COUNTY, INDIANA

163895 INMW

NO.

SHEET

SHEETS

TOTAL

90 80

N

Y. Kirtley Ricardo Reyes

Cycle #5 RIP Milepost/

Schedule Description Station to Station Length (miles)

150 30

SCALE IN MILES

N

PROJECT MWR PMS IN(1)

MWR PMS IN(1)

MWR PMS IN(1)

PROJECT

INDIANAPOLIS

SCALE IN MILES

KEY MAP OF INDIANA

50250

PROJECT MWR PMS IN(1)

Chicago

LAKE MICHIGAN

Michigan City

Gibson City

KalamazooRockford

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

Kankakee

Rochester

Aurora

Hammond

Illinois

Indiana

Michigan

A INDU - 6300

PAVEMENT PRESERVATION FOR

INDIANA DUNES NATIONAL LAKESHORE

B01-B02

Pavement Marking Plans

N/A

26.34 Miles

C02-C03 Mileage Tabulation

Summaries and Schedules

A03-A04

Wisconsin

6.06

S01-S08 Standard Drawings And Details

NO.

PMIS

FEBRUARY, 2014

parking areas, striping and miscellaneous work.

Repair and resurface asphalt roadway and

INDIANA DUNES NATIONAL LAKESHORE

PAVEMENT MILLING AND OVERLAY FOR

6.06 Miles

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

N

FO=Fibre optics

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

E=Electrical for distribution line

P=Electrical for transmission line

OVERHEAD(POWER POLE) UTILITIES

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

Hot Asphalt Concrete PavementHACP

A02

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

PMIS

INDIANA DUNES NATIONAL LAKESHORE

LOCATION MAP

0 2

SCALE IN MILES

N

Marquette Trail

Lake Station

New Chicago

PORTAGE

BURNS HARBOR

PORT OF INDIANA

CHESTERTON

DUNE ACRES

Pr ai rie D un el an d Tr ai l

La ke M ich iga n W at er T ra il

INTERSTATE

INTERSTATE

INTERSTATE

Exit 15

Exit 23

Exit 19

Exit 22

Exit 26

Iro n H ors e H eri tag e T rai l

Ca lumet

Riv er

S a lt

C r e e k

Little

OGDEN DUNES

W a v e r ly

R o a d

West Beach

PORTER

L A K E M I C H I G A N

Exit 17

M a t c h L in e A

A

INDIANA DUNES

STATE PARK

Visitor Center Indiana Dunes

A03

Rte 0920

Rte 0936

Rte 0921 Rte 0922

Rte 0952

Rte 0240

Rte 0907

Rte 0404

Rte 0923

Rte 0954

Rte 0955

Rte 0953

Rte 0919Z Rte 0918Z

Rte 0950

Rte 0016AZ

Rte 0207AZ

Rte 0207BZ

Rte 0207DZ

Rte 0406

Rte 0207CZ

Rte 0943 Rte 0925 Rte 0944

Rte 0927CZ Rte 0927AZ

Boneyard (Possible Staging Area)

Rte 0015Z Rte 0014Z

G r a n d B lv d

Oak Ave

Miller RR Station

Hemlock

Ave

L a k e

S t

Miller Woods Trail

C o u n ty L in e R o a d

Trail

Long Lake

R iv e r w a lk

D r iv e

Marina

Steel Mill

To Portage Lakefront and Riverwalk

South Shore Line

Park Headquarters

M in e r a l S p r in g s

R o a d

Oak Hill Rd

T r e m o n t

R d

Tremont

Mount Tom

Dune Park RR Station

Trail Bog Cowles

Indian Bvld

Rd

Broadway

C a lu m e t R d

Steel Mill

Power Plant

INTERSTATE

INTERSTATE

Exit 12

To Chicago

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

A4

GREAT

M

ARSH

La ke M ich iga n W at er T ra il

INTERSTATE

Calumet River Heron Rookery

B r o w n R d

E a s t

INTERSTATE

Pinhook Bog

Exit 34

Exit 39

200 North Road W o z n ia k R o a d

M a t c h L in e A

A

L A K E M I C H I G A N

N

LOCATION MAP

0 2

SCALE IN MILES

Rte 0917

Rte 0212

Rte 0905

Rte 0410

Rte 0904

Rte 0906

Rte 0938

Rte 0914

Rte 0913

Rte 0915

Rte 0937Z Rte 0916Z

Rte 0940

Rte 0210AZ

Rte 0238Z Rte 0237Z Rte 0223Z Rte 0222Z Rte 0222BZ Rte 0222AZ

Rte 0900Z

Rte 0903Z

Rte 0210BZ

E a s t

R o a d

E a s t

R o a d

Staging Area) Building (Possible Maintained

WASHINGTON PARK

(Michigan City Park)

Michigan City 11th Street RR Station

Zoo

Amtrak Station

MICHIGAN CITY

C e n tra l A v e

Be ve rly D riv e

La ke fro nt D riv e

TOWN OF PINES

D r a k e

M o n ta n a

Ca lu m et B ik e

Tr ai l

B ro a d w a y

RR Station Beverly Shores

E a s t

R d

E S ta te P a r k R d

Furnessville Rd

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

B01

TYPICAL SECTIONS

SHEET 1 of 2

Varies

Match

Existing

Match

Existing

Match

Existing

Match

Existing

Varies

Varies Varies

(See Mileage Tabulation Sheets)

Limits of Construction

Crack Cleaning and Sealing

(See Views B & C next sheet)

(See Mileage Tabulation Sheets)

Limits of Construction

Crack Cleaning and Sealing

(See Views B & C next sheet)

(See note 5)

Pavement Milling, 2’ width

Variable Depth Asphalt

(See View A, next sheet)

Maintain reveal on existing curb.

NOT TO SCALE

(See Views D & E next sheet) patch locations where identified by CO.

Flexible pavement, full depth

(See Views D & E next sheet) patch locations where identified by CO.

Flexible pavement, full depth

Hot Asphalt Concrete Pavement, 3/4-inch Depth

(<0.3x10 ESAL’s, 4.75 mm NMSA)

Hot Asphalt Concrete Pavement, 3/4-inch Depth

(<0.3x10 ESAL’s, 4.75 mm NMSA)

Match

Existing

Match

Existing

(See Mileage Tabulation Sheets)

Limits of Construction

Crack Cleaning and Sealing

(See Views B & C next sheet)

Hot Asphalt Concrete Pavement, 3/4-inch Depth

(<0.3x10 ESAL’s, 4.75 mm NMSA)

PARKING AREA

PAVED ROAD PAVEMENT MILLING AND OVERLAY

Shoulder

(ROUTE 0016AZ) PORTAGE LAKEFRONT ENTRANCE ROAD A

Varies

Shoulder

Varies

(Do not disturb)

Existing concrete shoulder (Typ.)

3/4-inch Depth, Asphalt Pavement Milling

Notes:

1. Refer to Summary Sheets for width and extent of asphalt repairs.

2. Protect all curbs, sidewalks, walls, and other roadside appurtenances from asphalt overspray.

Clean over-sprayed areas.

3. Complete crack cleaning and sealing prior to applying or placing hot asphalt concrete pavement.

Adjust the location and limits of the patches as directed by the CO.

4. Limit work to the footprint of the existing pavement.

5. Only mill asphalt pavement next to an existing curb or as directed by CO.

6. See Detail ET 635-6 and ET 635-10 for temporary traffic control as directed by CO.

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

B02

1" or greater

TYPICAL SECTIONS

SHEET 2 of 2

Pay Limits as directed by the CO

Notes:

1.

2.

3.

to a depth of 12"

Sawcut and remove debris

" to 1"4

Tack coat (Typ.)

Geotextile Type II-A pavement asphalt

Existing course base

Existing

Pay Limits as directed by the CO

Tack coat (Typ.)

Notes:

1.

2.

3.

elevation.

below existing surface

Screed to 1/8" to 1/4" material into crack.

binder mix, squeegee aggregate-asphalt

Seal crack with fine surface.

mix flush with existing

Fill crack with asphalt cracks.

Follow manufacturer’s recommendations for sealing

See Section 414 for the type of sealant to be used.

adhesion to existing surface.

Force crack repair materials into cracks to assure seal according to Subsection 414.04.

Clean existing surface prior to sealing cracks and to a depth of 6"

Sawcut and remove debris

View D: Full Depth Patch Type 4 View E: Full Depth Patch Type 3 and Sealing

View B: Crack Cleaning and Sealing

View C: Crack Cleaning

Existing base concrete pavement

Existing asphalt

View A: Mill and Overlay

2’

(Depth varies) concrete pavement

Mill existing asphalt

Hot Asphalt Concrete Pavement, 3/4-inch depth

(<0.3x10 ESAL’s, 4.75 mm NMSA)

6" crushed aggregate

4.

5.

6.

Tack coat (No Pay) material as approved by the CO.

Asphalt millings can be used as acceptable crushed aggregate

Furnish Geotextile Type II-A according to Section 714.

not to be surface treated within 7 days.

Fog seal surface according to Subsection 409.10 if patch area is

7.

patch and install Full Depth Patch Type 4.

depth of concrete pavement within limits of pavement directed by CO. Otherwise, sawcut and remove entire damaged asphalt if underlying concrete is sound, as

If concrete pavement is encountered, remove only the

NOT TO SCALE

6-inch Depth (two equal lifts)

Hot Asphalt Concrete Pavement, 6-inch Depth (two equal lifts)

Hot Asphalt Concrete Pavement, of the maximum specific gravity.

Compact hot asphalt concrete pavement mix to a minimum of 90%

Subsection 412.04.

Clean existing surface prior to applying tack coat according to encountered at time of construction.

Extent of patch to be determined by the CO based on conditions

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

C1

SUMMARY

TABULATION OF QUANTITIES

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

PMIS

INDIANA DUNES NATIONAL LAKESHORE

C2

MILEAGE TABULATION

SHEET 1 OF 2

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

PMIS

INDIANA DUNES NATIONAL LAKESHORE

C3

MILEAGE TABULATION

SHEET 2 OF 2

C4

PAVING MARKING SUMMARY

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

PMIS

INDIANA DUNES NATIONAL LAKESHORE

C5

MISC PAVEMENT MARKING

C6

PAVEMENT MARKING

SHEET 1 OF 9

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FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

C7

SHEET 2 OF 9

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FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

SHEET 3 OF 9

PAVEMENT MARKING

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FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

C9

SHEET 4 OF 9

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

SHEET 5 OF 9

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FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

SHEET 6 OF 9

PAVEMENT MARKING

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FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

C12

SHEET 7 OF 9

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

CONSTRUCTION SIGNS

C13

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

P01

RTE-5219

RTE-0222AZ

RTE-0223Z

RTE-0238Z

RTE-0222Z

NOT TO SCALE

RTE-0222BZ

N

PLANS

PAVEMENT MARKING

18.5 lnft of 4" blue stall lines parking space of 4" white stall lines parking spaces, and accessible parking symbol, stripe 473 lnft

Reset 25 wheelstops, reestablish 1

RTE-0900Z

RTE-0903Z

blue stall lines parking space stall lines parking spaces, and 20 lnft of 4" parking symbol, stripe 80 lnft of 4" white

Reset 6 wheelstops, reestablish 1 accessible

RTE-0237Z

DUNEWOOD CAMPGROUND ACCESS PARKING

DUNEWOOD WALK-IN PARKING

Summary.

parking symbols, and striping see Pavement Marking

7. For more information about wheelstop, accessible directed by the CO.

6. Remove and reset raised pavement markers as entire parking area.

pavement preservation treatment is applied to the

5. Remove and reset wheelstops to ensure that locations as directed by the CO.

4. Reestablish existing pavement markings at all pavement marking details.

3. See Details E634-01, E634-03, and E634-05 for

635-10.

parking area during construction. See Detail ET

2. Use temporary traffic control shoulder closure for

See Detail ET 635-6.

with flaggers for roadway work during construction.

1. Use temporary traffic control single lane closure

GENERAL NOTES:

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

P02

RTE-5224

NOT TO SCALE

N

PLANS

PAVEMENT MARKING

RTE-0212

stall lines parking spaces stripe 296 lnft of 4" white

Reset 15 wheelstops and aisle for handicap access blue stall lines parking with van accessible lines parking spaces, and 130 lnft of 4" stop line, stripe 1,018 lnft of 4" white stall

3 through lane-use arrows, stripe 41 lnft

Reestablish 3 accessible parking symbols, RTE-5211

RTE-5216

RTE-5221

RTE-0904

RTE-0905

RTE-0907

RTE-0906

RTE-0913

accessible aisle for handicap access

223 lnft of 4" blue stall lines parking with van lines parking spaces with hatched area, and parking symbol, stripe 963 lnft of 4" white stall

Reset 24 wheelstops, reestablish 1 accessible access parking with van accessible aisle for handicap spaces, and 100 lnft of 4" blue stall lines stripe 1,702 lnft of 4" white stall lines parking parking symbols, 2 through lane-use arrows, Reset 98 wheelstops, reestablish 4 accessible

CENTER PARKING

CALUMET DUNES INTERPRETER

CENTER OVERFLOW PARKING

CALUMET DUNES INTERPRETER

BAILLY/CHELLBERG VISITOR PARKING

KEMIL BEACH PARKING

LAKE VIEW BEACH PARKING

US

Ro ut e 1 handicap access stall lines parking with van accessible aisle for stall lines parking spaces, and 105 lnft of 4" blue solid yellow center line, stripe 766 lnft of 4" white parking symbols, stripe 1,012 lnft of 4" double

Reset 27 wheelstops, reestablish 2 accessible

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

P03RTE-5224

RTE-5220

RTE-5209

NOT TO SCALE

N

PLANS

PAVEMENT MARKING

RTE-0210AZ

lines parking spaces

1,340 lnft of 4" white stall

Reset 68 wheelstops, stripe

RTE-0914

RTE-0915

RTE-0937Z

RTE-0916Z

RTE-0917

spaces

Stripe 37 lnft of 4" blue stall lines parking

LAKE FRONT DRIVE HANDICAPPED PARKING

RTE-0938

CENTRAL BEACH PARKING

MT. BALDY BUS PARKING

MT. BALDY PARKING

U S R ou te

(GLENWOOD DUNES PARKING - HORSE TRAIL)

LY-CO-KI-WE PARKING

marking line and stripe 477 lnft 8" yellow no-parking parking spaces and pedestrian crossings, stripe 413 lnft of 4" white stall lines

Reestablish 2 through lane-use arrows, no-parking marking line and 294 lnft 8" yellow

Stripe 540 lnft 8" white line access parking with van accessible aisle for handicap parking spaces, and 204 lnft of 4" blue stall lines centerline, stripe 1,897 lnft of 4" white stall lines stripe 1,076 lnft of 4" double solid yellow parking symbols, 2 through lane-use arrows, Reset 101 wheelstops, reestablish 4 accessible handicap access blue stall lines parking with van accessible aisle for white stall lines parking spaces, and 70 lnft of 4" no-parking marking lines, stripe 1,058 lnft of 4" yellow centerline, stripe 305 lnft 8" yellow lane-use arrow, stripe 148 lnft of 4" double solid

Reestablish 1 accessible parking symbol, 1 through

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

P04

RTE-5217

RTE-5216

NOT TO SCALE

US R

out e 1

N L a k e S tre e t

N

PLANS

PAVEMENT MARKING

RTE-5216

RTE-0918Z

RTE-0921

RTE-0920

RTE-0919Z

of 4" blue stall lines parking lines parking spaces, and 19 lnft stripe 56 lnft of 4" white stall

1 accessible parking symbols, Reset 4 wheelstops, reestablish

HQ ADMINISTRATIVE PARKING A

TOLLESTON DUNES OVERLOOK PARKING

DOUGLAS CENTER PARKING

HQ ADMINISTRATIVE PARKING B

accessible aisle for handicap access of 4" blue stall lines parking with van white stall lines parking spaces, and 86 lnft lines, 12 lnft of 12" stop line, 704 lnft of 4" centerline, 146 lnft of 4" white solid lane stripe 245 lnft of 4" double solid yellow

Reestablish 2 accessible parking symbols, access lines parking with van accessible aisle for handicap

12 lnft of 12" stop line, and 245 lnft of 4" blue stall lines parking spaces with no-parking marking lines, parking symbols, stripe 2,345 lnft of 4" white stall

Reset 38 wheelstops, reestablish 4 accessible no-parking marking lines

4" white stall lines parking spaces with lines parking spaces, and 1,117 lnft of line, stripe 74 lnft of 4" yellow stall wheelstops, stripe 12 lnft of 12" stop

Reset 45 wheelstops, install 11 new

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

P05

US Ro ute 1

N

PLANS

PAVEMENT MARKING

RTE-0404

RTE-0014Z

handicap access lines parking with van accessible aisle for lines parking spaces, and 82 lnft of 4" blue stall parking symbols, stripe 259 lnft of 4" white stall

Reset 19 wheelstops, reestablish 2 accessible van accessible aisle for handicap access and 533 lnft of 4" blue stall lines parking with line, 20 lnft 8" white crosswalk marking line, spaces, 267 lnft 8" white no-parking marking stripe 17,674 lnft of 4" white stall lines parking

Reestablish 11 accessible parking symbols, RTE-0922

RTE-0923

TOLLESTON DUNES TRAILHEAD PARKING

WEST BEACH VISITOR PARKING

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

P06

RTE-0207DZ

RTE-0014Z

NOT TO SCALE

N

PLANS

PAVEMENT MARKING

RTE-0406

RTE-5405

RTE-0014Z

parking spaces

167 lnft of 4" white stall lines

Reset 10 wheelstops and stripe parking spaces

278 lnft of 4" white stall lines

Reset 6 wheelstops and stripe aisle for handicap access stall lines parking with van accessible parking spaces, and 82 lnft of 4" blue stripe 225 lnft of 4" white stall lines

Reestablish 1 accessible parking symbol, RTE-0207AZ

RTE-0207DZ

RTE-0207AZ

parking spaces

74 lnft of 4" white stall lines

Reset 5 wheelstops and stripe as directed by CO.

stall lines parking spaces

Stripe 100 lnft of 4" white van accessible aisle for handicap access

63 lnft of 4" blue stall lines parking with of 4" white stall lines parking spaces, and accessible parking symbol, stripe 148 lnft

Reset 10 wheelstops, reestablish 1

RTE-0944RTE-0925

RTE-0943

RTE-0936

RTE-0927AZ

RTE-0207CZ

RTE-0927CZ

WEST BEACH SERVICE PARKING

MARQUETTE TRAIL PARKING

BUILDING PARKING

WEST BEACH MAINTENANCE

LONG LAKE TRAIL PARKING

IDELC (GOOD FELLOW CAMP) PARKING A

IDELC (GOOD FELLOW CAMP) PARKING C

TURNAROUND IDELC

GOOD FELLOW CAMP ROAD

lnft of 4" blue stall lines parking space white stall lines parking spaces, and 19 parking symbol, stripe 75 lnft of 4"

Reset 7 wheelstops, paint 1 accessible

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

RTE-5224

a b a s h A v e

N W o z n ia k R o a d

RTE-0016BZ

RTE-0016AZ

P07

PLANS

PAVEMENT MARKING

N

RTE-5218

RTE-0240

H o w e R o a d handicap access with van accessible aisle for lnft of 4" blue stall lines parking lines parking spaces, and 150 stripe 1,221 lnft of 4" white stall

4 accessible parking symbols, Reset 32 wheelstops, reestablish accessible aisle for handicap access blue stall lines parking with van parking spaces, and 218 lnft of 4" lines, 389 lnft of 4" white stall lines stripe 30 lnft of 4" white solid lane symbols, 2 through lane-use arrows, Reestablish 4 accessible parking

RTE-0938

RTE-0950

RTE-0953

RTE-0952

RTE-0940

CALUMET RIVER TRAIL PARKING AREA

RTE-0914

DUNBAR PARKING AREA

PINHOOK BOG PARKING

CALUMET RIVER TRAIL PARKING

PORTER BEACH NORTH PARKING

PARKING AREA

PORTAGE LAKEFRONT NORTH

aisle for handicap access blue stall lines parking with van accessible no-parking marking line, and 95 lnft of 4" stall lines parking spaces, 429 lnft 8" yellow parking symbol, stripe 407 lnft of 4" white

Reset 24 wheelstops, reestablish 1 accessible aisle for handicap access blue stall lines parking with van accessible stall lines parking spaces, and 77 lnft of 4" parking symbol, stripe 130 lnft of 4" white

Reset 7 wheelstops, reestablish 1 accessible van accessible aisle for handicap access and 41 lnft of 4" blue stall lines parking with

259 lnft of 4" white stall lines parking spaces, parking symbol, stripe 12 lnft of 12" stop line, Reset 17 wheelstops, reestablish 1 accessible

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

RTE-0016AZ

stall lines parking spaces

Stripe 259 lnft of 4" white

P08

N

PLANS

PAVEMENT MARKING

RTE-0954

RTE-0955

H w y stall lines parking spaces stripe 167 lnft of 4" white

Reset 7 wheelstops and

Brickyard Trail

No work at this area

Limit of work accessible aisle for handicap access lnft of 4" blue stall lines parking with van

4" white stall lines parking spaces, and 197 accessible parking symbols, stripe 241 lnft of

Install 18 new wheelstops, reestablish 4

RTE-0240

IDELC DORM PARKING

PARKING AREA

PORTAGE LAKEFRONT EAST

PARKING AREA

PORTAGE LAKEFRONT WEST

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

E609-02

U.S. CUSTOMARY DETAIL

DETAILDETAIL APPROVED FOR USE

2’’ R

1 ’’ R

1 14’’

2’’

4’’

’’8

1 14’’4

’’2

1 18’’

’’ Sealant

1’’ Grout

4’’ Dia. Steel pin, 3’ long

#4 Reinforcing rods. Extend to within 1’’ of ends of wheelstop

1’-0’’1’-0’’

7’-8’’

’-8

6’’ Minimum

7’-8’’

1/2

WHEELSTOP

CONCRETE

APPROVED : MAY 2011

to, stall lines.

Center wheel stops between, and perpendicular

Note:

standards.

the approval of the CO to meet manufacturer’s

Variations in wheel stops will be allowed with2.

1.

S01

SECTION A-A

area surface

Existing parking

A

A Formed holes for pins

ANGULAR PARKING

STOP

WHEEL

pavement

Edge of

Painted stall lines

Painted stall lines

Edge of pavement

HEAD-ON PARKING

V a r.

obstructions, as directed by the CO.

Increase distance for walls or other

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REG STATE PROJECT SHEET NO.

MWR PMS IN(1)INMW163895

NO.

PMIS

NO.

NPS

00000

SQFT

14"12"14"

.5

.5

12"30"30"

33"

27"

R

12"30"30"

33"

R

R

27"

.7

.7

8"

6’

V

M

P H

V

M

P H

V

M

P H

V

M

P H

4" Typical

6.75’

4" Minimum

7’

6’

T y p

8’

T y p

4" Minimum

9.75’

4" Typical

45"

M in im u m

24" Minimum

3" Minimum

6" R

9" R

3"R

3"R

3"R

E634-01

SYMBOLS AND WORDS

PAVEMENT MARKINGS

APPROVED:MAY 2011

S02 in the Striping Plans

White border when specified

ACCESSIBILITY PARKING SPACE MARKING

"AHEAD" WORD MARKING "SCHOOL" WORD MARKING

"ONLY" WORD MARKING"YIELD" WORD MARKING"STOP" WORD MARKING

TURN LANE-USE ARROW

TYPE

PAVEMENT MARKING AREAS

NOTE:

3.

2.

1.

LANE-USE ARROW

THROUGH

LANE-USE ARROW

TURN AND THROUGH

TRIANGLE SYMBOL

YIELD AHEAD

YIELD Word Marking

STOP Word Marking

SCHOOL Word Marking

ONLY Word Marking

AHEAD Word Marking

Accessibility Marking w/ border (Blue)

Accessibility Marking w/ border (White)

Accessibility Marking (symbol only)

Yield Ahead Arrow (V=70 km/h)

Yield Ahead Arrow (V<70 km/h)

Turn and Through Lane-Use Arrow

Turn Lane-Use Arrow

Through Lane-Use Arrow specified in the Striping Plans

Blue background when border

Striping Plans.

accessibility symbol unless a border is indicated in the

The Accessibility Parking Space marking only includes the

"Standard Highway Signs", current edition.

All letters, numerals and symbols shall conform with the current edition.

with the ’’Manual on Uniform Traffic Control Devices’’ (MUTCD), Place pavement word and symbol markings in accordance M

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U.S. CUSTOMARY STANDARD

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DETAIL

DETAIL APPROVED FOR USE

NO.

PMIS

NO.

NPS

4" 4"

.4

.3

9.25"

1.

reflector.

a combination of colors the same as the

The shell of the marker to be of one color or2.

.7

.7

.7

9.25"

NOTES:

PAVEMENT MARKERS

RAISED

E634-02

NO SCALE

APPROVED : MAY 2011

clear (white), yellow or red as specified.

Colors of the reflective markers to be either

S03

Reflective material

TYPE ETYPE D

SNOW PLOWABLE PAVEMENT MARKERS

TYPE A TYPE B

NON-SNOW PLOWABLE PAVEMENT MARKERS

TYPE C

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U.S. CUSTOMARY STANDARD

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DETAIL

NO.

PMIS

NO.

NPS

E634-03

NOTES:

Single Solid White Striping (edge striping)

Edge of pavement (Typ.)

broken yellow striping

4" wide

12 ft

3 ft

10 ft 30 ft

N broken white striping

4" wide

Edge of pavement (Typ.)

broken yellow striping

4" wide

Raised

Pavement

Markers

(Typ.)

4" wide broken white striping

10 ft 30 ft

N

12 ft3 ft

M

M

N

Single Solid White Striping (edge striping) broken white striping

4" wide

Raised

Pavement

Markers

(Typ.)

Double Solid Yellow Striping (centerline)

10 ft 30 ft

N

2N or less

N

Double Solid Yellow Striping (centerline) broken white striping

4" wide

30 ft10 ft

(See Detail 634-2)

Raised Pavement Marker

Solid Yellow Striping

Single Solid White Striping (edge striping)

Raised

Pavement

Marker

(Typ.)

Single Solid Yellow Striping

N

See Detail A

All striping shall be in accordance with the Manual on Uniform Traffic

Control Devices (MUTCD) latest edition.

Space and install Raised Pavement

MUTCD and as shown in this detail

Markers in accordance with the or as directed by the CO.

2.

1.

S04

APPROVED:

RAISED PAVEMENT MARKERS

WITH AND WITHOUT

PAVEMENT MARKINGS

MAY 2011

DOUBLE SOLID YELLOW STRIPING

BROKEN SINGLE WHITE AND

WITH RAISED PAVEMENT MARKERS

DOUBLE SOLID YELLOW STRIPING

BROKEN SINGLE WHITE AND

WITH RAISED PAVEMENT MARKERS

DOTTED WHITE STRIPING

BROKEN SINGLE YELLOW AND

DOTTED WHITE STRIPING

BROKEN SINGLE YELLOW AND

DETAIL A

WITH RAISED PAVEMENT MARKERS

SINGLE SOLID YELLOW STRIPING

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U.S. CUSTOMARY STANDARD

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DETAIL

NO.

PMIS

NO.

NPS

’-8

7’-8’’

’-8

7’-8’’

’-8

7’-8’’

5’ min. walkway

8’ min.

5’ min. walkway

5’ min. walkway

8’ min.

5’ min. walkway

11’ min.

18 "

18"

9’ 18.5’

8’ min

18.5’

18"

5’ min

18.5’

18.5’

18 "

5’ min

Angle A 45 60 75 90 o o o o

25’ 22’ 20’ 18.5’Minimum Length of stall B

12.7’ 10.4’ 9.3’ 9.0’

* Chart based on dimensions recommended in "Parking Principles".

Stall width, C, parallel to aisle

Parking Layout Dimensions for 9-ft. wide stalls*

E634-05

CHART B

stall lines

4" painted stall lines

4" painted stall lines

Painted stall lines

4" Painted

6’’ min.

6’’ Min.

stall lines

4" Painted stall lines

4" Painted

6’’ Min.

8’ min.

6’’ Min.

APPROVED:

IN PARKING AREAS

PAVEMENT MARKINGS

MAY 2011

S05

Perpendicular curb ramp

Handicap Parking Sign (typ)

R7-8

R7-8P

A

B

See Chart B

Perpendicular curb ramp

B

See Chart B

See Chart B

Van accessible aisle

Handicap Parking Sign (typ)

A

R7-8

R7-8P

A

B

Handicap Parking Sign (typ)

R7-8

R7-8P

Perpendicular curb ramp

Perpendicular curb ramp Handicap Parking Sign (typ)

R7-8P see detail 609-2

Wheel stop (typ), A

ANGULAR PARKING

Wheelstop (typ)

B

C

FOR HANDICAP ACCESS

WITH VAN ACCESSIBLE AISLE

ANGULAR PARKING

SINGLE PARKING SPACE

FOR HANDICAP ACCESS

WITH VAN ACCESSIBLE AISLE

ANGULAR PARKING

DOUBLE PARKING SPACE

HEAD-ON PARKING

FOR HANDICAP ACCESS

WITH VAN ACCESSIBLE AISLE

HEAD-ON PARKING

DOUBLE PARKING SPACE

FOR HANDICAP ACCESS

WITH VAN ACCESSIBLE AISLE

HEAD-ON PARKING

SINGLE PARKING SPACE

RESERVED

PARKING

ACCESSIBLE

VAN

RESERVED

PARKING

ACCESSIBLE

VAN

RESERVED

PARKING

ACCESSIBLE

VAN

PARKING

RESERVED

ACCESSIBLE

VAN

R7-8

CHART A

Required Accessible Spaces in Parking Areas* in Parking Area

Total Parking Spaces

Spaces

Number of Accessible

Required Minimum over 1,000

501 to 1,000

401 to 500

301 to 400

201 to 300

151 to 200

101 to 150

76 to 100

51 to 75

26 to 50

1 to 25

20 plus 1 for each 100

2 percent of total

* Chart based on "Americans with Disibilities Act" Design Guide.

(typ

W h e e lsto p

(typ)

Wheelstop (typ)

Wheelstop

(typ

W h e e lsto p aisle

Van accessible

(typ

W h e e lsto p

Standard 615-1.

aisle and walkway. See between van accessible use when curb is located

Standard 615-1.

aisle and walkway. See between van accessible use when curb is located

Standard 615-1.

aisle and walkway. See between van accessible use when curb is located

Standard 615-1.

aisle and walkway. See between van accessible use when curb is located M

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S n p s m w r p m s (i n p r o j d e v C

A D

D S td -D e t\ s t6 d e ta il .d g n

:2

-S e p -2

NOT TO SCALE

U.S. CUSTOMARY STANDARD

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DETAIL

NO.

PMIS

NO.

NPS

P R

O J E

C T

S n p s m w r p m s (i n p r o j d e v C

A D

D S td -D e t\ s t6

1_ d e ta il .d g n

:2

-S e p -2

E635-01

NOTES:

All lumber dimensions are nominal.

PORTABLE SIGNS

FIXED ROADWAY SIGNS

RURAL AREA

URBAN AREA BREAKAWAY SUPPORT DETAIL

Post Size

4’’ x 4’’

4’’ x 6’’

6’’ x 6’’

6’’ x 8’’

1.5’’

3’’

2’’

None Required

D

4’

4’

5’

5’

Diameter

Hole

10 20

1 Post 2 Post 3 Post 4 Post

Maximum Sign Area (Sq. ft.)

165125

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

Sign panel

Traffic

Wood post (fixed)

Holes (See table)

M in

M in

Note:

Roadway

M in

Roadway

2’-0’’

M in

D

M

2’-0’’

Roadway

Sidewalk

M

6’ to 12’

6’-0’’

M utility poles may be used for sign mounting.

When approved by the CO and the Utility Company, non-breakaway sign.

or be shielded by barrier. Do not place holes in posts of spacing, the sign should be placed outside the clearzone

Detail. If breakaway design cannot be used due to post

For posts 6’’ x 6’’ and greater, see the Breakaway Support a minimum of 7 feet apart.

required and the posts cannot be spaced non-breakaway if multiple posts are greater, signs are considered to be

For signs requiring 6’’ x 6’’ posts and surface.

mount the sign a minimum of 7 feet above the pavement

When parking is permitted within 200 feet of the sign, of NCHRP-350 for crashworthiness.

all portable sign supports meet the requirements lower than fixed signs when approved by the CO. Ensure face in a vertical plane. Portable signs may be mounted portable signs, however, sign mounts shall hold the sign

The Contractor may submit alternate details for than 10 square feet on double posts.

Mount signs that are wider than 3-feet or larger

(See notes 3 and 4)

6.

5.

4.

3.

2.

1.

APPROVED:

CONTROL SIGN MOUNTING

CONSTRUCTION TRAFFIC

MAY 2011

S06

ROAD

AHEAD

WORK

DETOUR

AHEAD

M PH.. .

M PH.. .

ROAD

CLOSED

DETOUR 35

M PH.. .

M PH.. .

CLOSED

RIGHT LANE

AHEAD

M

P R

O J E

C T

S n p s m w r p m s (i n p r o j d e v C

A D

D S td -D e t\ s t6

1_ d e ta il .d g n

:2

-S e p -2

NOT TO SCALE

U.S. CUSTOMARY STANDARD

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

DETAIL

NO.

PMIS

NO.

NPS

MPH

SPACING IN FEET

FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

50’ - 100’ (optional)50’ - 100’

See Note 6

10’ min.

ET 635-6

EASTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

6/2005

S07

ROAD

WORK

AHEAD AHEAD

ONE LANE

ROAD

ROAD WORK

END

Traffic flow

Traffic flow

See Note 4

W20-1 W20-7aW20-4

See Note 4

G20-2

Spacing Table)

(See Length and

(optional)

WORK SPACE (optional)(optional)

(optional)

W13-1P

(optional)

W16-2P

7.

6.

5.

4.

3.

2.

1.

the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

For night time flagging operation, provide floodlighting at flagger stations.

WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD name of the contractor on the pilot car.

a conspicuous location on the rear of vehicle. Prominently display the

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at conditions as approved by the CO.

Final location and spacing of signs and devices may be changed to fit field those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place devices similar to

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

Expressway / Freeway

NOTE:

BUFFER SPACE

Flagger location Channelizing devices

(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table) TERMINATION AREA

Flagger location

MPH

XX xxx

FEET

LENGTH

BUFFER SPACE

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

Device spacing

M

P R

O J E

C T

S n p s m w r p m s (i n p r o j d e v C

A D

D S td -D e t\ s t6

E

F L T

E M

P .d g n

:2

:1

A M

-S e p -2

NOT TO SCALE REVISED:

U.S. CUSTOMARY STANDARD

STANDARD APPROVED FOR USE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NO.

PMIS

NO.

NPS

Numerical value of posted speed

Width of offset in feet for S = 40 MPH for S = 45 MPH

MPH

SPACING IN FEET

FEET

FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

to work in miles per hour

See Note 2

10’ min.

ET 635-10

DETAIL

EASTERN FEDERAL LANDS HIGHWAY DIVISION

SHOULDER CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

6/2005

S08 limit or 85 percentile speed prior

SHOULDER

WORK

Traffic flow

Traffic flow

Shoulder taper formula:

Where:

L =

L =

Minimum length of taper

Lengthen taper as needed to provide minimum of three channelizing devices in taper at required spacing.**

Approach speed based on the regulatory posted speed, not the advisory speed.*

S =

W =

L =

W21-5

See Note 3

W20-1

See Note 3

G20-2

See Note 3

W20-1

See Note 3

G20-2

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

Spacing Table)

(See Length and

WS

WS†

(optional) TERMINATION AREA

(optional)

W13-1P

4.

3.

2.

1.

NOTE:

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

Expressway / Freeway

A parked or stored in the buffer space.

Do not allow equipment, materials, or vehicles to be

ROAD WORK" (G20-2) signs.

eliminate the "ROAD WORK AHEAD" (W20-1) and "END

If shoulder closure is completely within the project limits, Contract Requirements, Section 156.

For project specific minimum width, refer to Special changed to fit field conditions as approved by the CO.

Final location and spacing of signs and devices may be

ROAD WORK

END

ROAD WORK

END

MPH

XX

WORK

AHEAD

ROAD

WORK

AHEAD

ROAD

Channelizing devices

MINIMUM TAPER LENGTH**

LENGTH

BUFFER SPACE

AVARIABLE WORK SPACEBUFFER SPACETAPER AREAAB

Device spacing

(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table)

W

M

P R

O J E

C T

S n p s m w r p m s (i n p r o j d e v C

A D

D S td -D e t\ s t6

E

F L T

E M

P .d g n

:2

-S e p -2

NOT TO SCALE REVISED:

U.S. CUSTOMARY STANDARD

STANDARD APPROVED FOR USE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

NO.

PMIS

NO.

NPS