W911SA20B2007 Attachment 8 - Plan Bridge 051.pdf

G0.1

Fort McCoy, Wisconsin

STRUCTURE

REPLACEMENT

BRIDGE 051

NOTES

A. ANY UTILITIES AND STRUCTURES SHOWN ON PLAN

DRAWINGS ARE APPROXIMATE IN LOCATION AND

DESCRIPTION AND ARE BASED ON RECORDS AVAILABLE

TO THE GOVERNMENT OR ON SURFACE FEATURES

INDICATING THEIR EXISTENCE. THERE MAY BE OTHER

UTILITIES WITHIN THE PROJECT AREA WHICH ARE NOT

SHOWN. THE LACK OF UTILITIES ON PLAN DRAWINGS IS

NOT AN INDICATION OF A UTILITY-FREE PROJECT SITE.

B. NOTIFY ALL AFFECTED UTILITY COMPANIES OF

CONSTRUCTION OPERATIONS AT LEAST THREE

WORKING DAYS BEFORE BEGINNING WORK NEAR THEIR

FACILITIES. DO NOT BEGIN EXCAVATION WORK UNTIL

UNDERGROUND UTILITY LOCATIONS HAVE BEEN

MARKED OR THE UTILITY COMPANY HAS SENT NOTICE

THAT THE AREA IS CLEAR.

C. SCALES SHOWN ONLY APPLY WHEN THESE

DRAWINGS ARE PRINTED ON 22" x 34" PAPER. SCALES

ARE HALF SIZED WHEN PRINTED ON 11" x 17" PAPER.

PHONE: 608.782.3161

329 JAY ST, SUITE 301

LA CROSSE, WI 54601

www.sehinc.com

SHEET INDEX

SHEET NUMBER

G0.1 TITLE

G0.2 LOCATION & GENERAL NOTES

C0.1-C0.2 CONSTRUCTION DETAILS

C1.1 PLAN

REFERENCE DRAWINGS

DRAWING NUMBER DESCRIPTIONS

S.D.D. 15 C 2-7a, 7b

BARRICADES AND SIGNS FOR MAINLINE CLOSURES

S.D.D. 15 C 12 TRAFFIC CONTROL FOR LANE CLOSURES WITH FLAGGING OPERATION

S.D.D. 15 D 28

TRAFFIC CONTROL, WORK ON SHOULDER OR PARKING LANE, UNDIVIDED ROADWAY

STANDARD 35.05 PRECAST CONCRETE BOX CULVERT BARREL DETAILS

STANDARD 35.06 PRECAST WINGS, HEADERS, AND CUTOFF WALLS FOR PRECAST CONCRETE BOX CULVERT

FALLS

SPARTA

NEW

LYME

LAFAYETTE

ANGELO

GRANT

GREENFIELD

ADRIAN

LINCOLN SCOTT

TOMAH

WILTON

WELLS

LEON CLIFTON

McCOY

FORT

MILITARY

RESERVATION

Sparta

Tomah

Warrens

Norwalk

McCoyFort

Angelo

Kirby

Tunnel City

Valley Jct.

S

S

I

Q

IB

Q I

A T M

M

M

G

O

N

E

G

N

N

E

N

A

A

T

U

M

N

1 6

1 6

Cataract

Leon

Oakdale

Lemonweir

Be ar

Cr.

W yman

Cr.

R.

Sparta Cr.

K ic ka po o R.

Fish

Bi g

Cr

Be av er C r.

Cr.

StillwellCr.

Tarr

LaCrosse R.

Silver

Cr.

La C ro ss e

Squaw

Cr.

Ranch

Cr.

Cr.

PrintzCr.

Fi sh erC r.

Sp en ce r

Cr.

Soper

Cr.

Dus tin

Cr.Rathbone

L.

Dell Hazel

Wood Alder

L.

Tomah L.

E. Fk.

ley

Bai

Cr.

R.

LaCrosse

Lit.

Cr.

LA

GRANGE

OAK-

RIDGE-

VILLE

Ridgeville

Le m on w ei r

Corners Four

RIVER ST. TRAIL

LA CROSSE

ELROY

SPARTA

STATE

TRAIL

CP

R

CPR

CPR

UP

UP

A

SS

II

BC

BC

AA

XX

J

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AA

CM

ET

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CA

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AL

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AVE

AVE

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OR

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Z Z

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AY

AK

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YP

OR

T

AVE

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LY

AVE

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LT

ON

AVE

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ER

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LL

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AVEIBAND

ICEBERG

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ICICLE AVE

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OX

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JACKPOT JACKPOT

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H

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INSPIRATION

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RD

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JANCING AVE

JANCING

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KEATS

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R D

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KINGDOM

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LIMERICK

LIMESTONE

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ON

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JOPLIN

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N

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D

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RD

RD

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JELLYFISH

R D

JEEP

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R D

K

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R D

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INDEX

RD

IN

D E P E N D E N

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INDEX AVE

INDIANA

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INSHORE

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HERITAGE

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GOLIATH

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EN

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GLIDER

AVE

RD

RD

GIRAFFE

AVE

GLADEVIEW

AVE

GLACIE

R

FLATTOP

GLADSTONE

AVE

FLA

G

AVE

F

LAM

INGO

RD

FLAGSHIP

AVE

FLARE

FLINT AVE

EDGEWATER

RD

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F

IR

E

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FLAVONE

R D

AVE F

LA

GS

T

AF

F

FISH-

HOOK

R D

R D

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EG

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ECLIPSE

AVE

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R D

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R D

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R D

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RD

DESTINY

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R D

D

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R D

CHARIOT

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RD

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RD

CHARCOAL

CLAY

COLEMAN

AVE

AVE

CHAPARRAL

AVE

CENTURY

AVE

BLACKHAWK

AV

E

AVE

COSALZWEDEL

AVE

GRASS

B

LA

M E Y

R D

BOXELDER

BOXWOOD

RD

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CO

RT

LA

ND

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BRIARWOOD

B R

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R D

B

LU

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AD

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R D

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R D

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BLUEBIRD

AT

W

AT

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S T A

AVE

BRIDLE

RD

BRONSON

AVE

BRIMSTONE

AVE B

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ON

CO R

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COLORADO

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P P E R

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BUCKLEY

BRUNSWICK

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DOGWOOD

DOVE

AVE

DOUGLAS

ENSIGN

RD

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IS

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EPIC

AVE

ERMINE

AVE

ESPY RD

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OOD

RD

ENGLEWOOD

RD

F

OR

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D EVER- GR

E E N

FOUNTAIN

AVE

AVE

FORUM

F

OX

F

IR

E

R D

FOX

AVE

AVE GROSBEAK AVE

R D

AVE

GREYHOUND

R D

RD

AVE

GRIDIRON

HIAWATHA

HIBISCUS

RD

H

IC

K

OR

Y R D

HIGHLAND

AVE

HERON RD

H E R M

IT

R D

AVE

HONEYCOMB

HO

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Y

H

OL

ID

AY

R D

R D

HILLDALE

HOCKEY

HOL

LY

AV

E

H

OL

LO

W

R D

HOYLE

AVE

H

OOVE

R

RD

IS

AB

E L

AV

E

AVE

IRONTON

IR

ON

WO

ODIN

T E R

LU

D E

R D

AVE

AVE

IRONCLAD

IO

W A

R D

AVE

JUNCTION

IS

LA

N D

RD

IRV

INE

RD

JU

NE

AU

R D

AVE AVE

JUBILEE JUDITH

JUNEBERRY

KILN

K

IN

G

R D

JULIETTE

AVE

JUNGLE

RD

JU

M B O

R D

RD

LO

CU

S T

AV

E

RD

RD

KING

LOTUS

AVE

KITTYHAWK

KIR

KW

OO

D

R D

AVE

AVE

R D

KAISER

AVE

R D

RD

AVE

AVE

AVE

AVE

AVE

CARRIAGE

AVE

CASTLE

R D

LAFAYETTE

ANGELO

GREENFIELD

ADRIAN

MILITARY

RESERVATION

McCoyFort Tunnel City

I

A T

M

E

Sparta Cr.

Cr.

StillwellCr.

Tarr

Silver

Cr.

La C ro ss e

Squaw ley

Bai

CPR

A

AA

INCLINE

IN

N S W

OOD

AVE

HA

WK

AVE

FI

RE

FL

Y

DER

BY

AVE

AVE

AVE

HEMATITE

HAVEN

F

LA

TI

R

ON

AVEFINCH

RD

FILMORE AVE

VI

EW

GINGERGILLETTE

RD

GOODVIEW

AVE

HAZELWOOD

HAYFIELD

AVE

H

AV

E N W

OO

D

R D

H

IL

LT

OP

R D

INSPIRATION

RD

IN

D E P E N D E N

CE

R D

INDEX AVE

HE

DG

E

RD

AVE

INDIGO H

E M

LO

CK

AVE

HEMP

H E

LM

E T

HELSINKIH

E

LI

U M

R D

HAZEL

RD

HELIX

GLIDER

RD

GIRAFFE

AVE

GLADEVIEW

GLACIE

R

FLATTOP

GLADSTONE

AVE

FLA

G

AVE

F

LAM

INGO

RD

EDGEWATER

RD

EDEN

F

IR

E

- WORKS RD

FLAVONE

R D

EG

RE

T

ECLIPSE

AVE

EDGEWOOD AVE

AVE

DENTON

R D

AVE

AVE

G0.2

LOCATION MAP

GENERAL NOTES

C0.1

C0.2

Δ

Δ

BORE

BORE

C1.1

Scale: 1:10

PLAN & PROFILE

NOTES:

PROPOSED STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH WISDOT BRIDGE MANUAL AND AASHTO LRFD

BRIDGE DESIGN SPECIFICATIONS.

PROPOSED STRUCTURE SHALL ACCOMMODATE A MINIMUM MILITARY LOAD CLASSIFICATION (MLC) OF 80, ONE-WAY

AND TWO-WAY FOR WHEELED AND TRACKED VEHICLES IN ACCORDANCE WITH US ARMY CORPS OF ENGINEERS, TECHNICAL REPORT SL-98-3, LOAD RATING OF PERMANENT BRIDGES ON U.S. ARMY INSTALLATIONS.

REMOVE EXISTING AND INSTALL NEW MLC LOAD RATING SIGNS AND POSTS PER SPECIFICATIONS.

TOP SLOPE OF WING WALLS SHALL BE 2.5:1.

SEE REFERENCE DRAWINGS WISDOT BRIDGE MANUAL STANDARD DRAWINGS 36.05-.06 FOR STRUCTURE DETAILS.

SEE CONSTRUCTION DETAILS FOR BOX CULVERT LAYOUT INFORMATION.

TOTAL DISTURBED AREA OF WETLANDS = 1,400 SF

UNLESS OTHERWISE NOTED ON PLAN, ALL DISTURBED AREAS ARE TO BE 4-INCH SALVAGED

TOPSOILED/TOPSOILED, SEEDED, FERTILIZED, AND COVERED IN EROSION MAT CLASS I TYPE B.

A CULTURALLY SENSITIVE AREA EXISTS SOUTH OF STATION 11+00 ALONG THE EAST SIDE OF THE ROADWAY. NO

GROUND DISTURBING ACTIVITY SHALL TAKE PLACE WITHIN ANY CULTURALLY SENSITIVE AREA. SITES SHALL NOT BE

USED FOR BORROW/WASTE DISPOSAL OR FOR THE STAGING OF PERSONNEL , EQUIPMENT, AND/OR SUPPLIES.

AND

OR

WORK AREA

WORK AREA

( IF PRE-EXISTING SIGN, COVER

ARROW PER SIGN PLATE A4-12 )

W20-3

AHEAD

ROAD

CLOSED

ROAD

1000 FT

CLOSED

ROAD

500 FT

CLOSED

AHEAD

DETOUR

ACCESS TO

DETOURDETOUR

ROAD

LOCAL

MILES

CLOSED

AHEAD

TRAFFICONLY

____ BRIDGE OUT

MILES AHEAD____ OUT

BRIDGE

ROAD CLOSED

THRU TRAFFIC

TO

ROAD CLOSED

THRU TRAFFIC

TO

W20-3

AHEAD

ROAD

CLOSED

W20-2A

AHEAD

DETOUR

W20-2A

W20-3C W20-3D

ROAD

1000 FT

CLOSED

ROAD

500 FT

CLOSED

W20-3C W20-3D

ROAD

500 FT

CLOSED

W20-3D

W3-1

STOP

R1-1

OR

ROAD

LOCAL

MILES

CLOSED

AHEAD

TRAFFICONLY

R11-3

R11-3

R11-3C

SEE CLOSURE

BARRICADE

DETAIL D OR E

AT BRIDGE OR CULVERT REPLACEMENTS, USE

ADDITIONAL SET OF BARRICADES AND SIGN

R11-2B

CLOSED

ROAD

R11-2

OR

R11-4

LEGEND

XX XX

M4 - 8

OR

OR

EAST M3 - X

M05 - 1 M06 - 1

M1 - 4 M1 - 6

COUNTY

X M1 - 5A

OR

DETOUR

SIGN ON PERMANENT SUPPORT

TYPE III BARRICADE

TYPE III BARRICADE WITH

ATTACHED SIGN

TYPE "A" WARNING LIGHT (FLASHING)

WORK AREA

FLAGS, 16" X 16" MIN. (ORANGE)

DISTANCE TO BE

DETERMINED

BY ENGINEER

50'

500'

BUFFER

(500' OR AS APPROVED

FOR FIELD CONDITIONS)

500'

LAST PUBLIC ROAD

INTERSECTION

PRIOR TO CLOSURE

2 5

3 5 4

MAINLINE CLOSURE, NO POSTED DETOUR

DETAIL C

DETAIL A

MAINLINE CLOSURE WITH POSTED DETOUR

DETAIL B

MAINLINE CLOSURE WITH POSTED DETOUR

WORK ZONE LESS THAN

MILE FROM

DETOUR ROUTE ( 1000 FEET IF URBAN )

WORK ZONE GREATER LESS THAN

MILE FROM

DETOUR ROUTE ( 1000 FEET IF URBAN )

XX

EAST

DETOUR

OUT

BRIDGE

ROAD CLOSED

THRU TRAFFIC

TO

ROAD CLOSED

THRU TRAFFIC

TO

SEE CLOSURE

BARRICADE

DETAIL D OR E

R11-2B

CLOSED

ROAD

R11-2

OR

R11-4

50'

BUFFER

(500' OR AS APPROVED

FOR FIELD CONDITIONS)

3 5 4

AT BRIDGE OR CULVERT

REPLACEMENTS, USE

ADDITIONAL SET OF

BARRICADES AND SIGN

IF SPECIFIED IN

PLANS OR SPECIAL

PROVISIONS

ROAD CLOSED

THRU TRAFFIC

TO

ROAD CLOSED

THRU TRAFFIC

TO

R11-4

SEE

TABLE

50'

IF CLOSURE IS MORE THAN 500' FROM DETOUR

ROUTE, PLACE W20-3 SIGNS AS APPROPRIATE

FOR THE DISTANCE AT THE SITE

DETOUR

M4-9R

M4-59R

XX

EAST

DETOUR

OR

M4-9R

IF TOWN ROAD OR

LOCAL STREET

W3-1

STOP

R1-1

IF SPECIFIED IN

PLANS OR SPECIAL

PROVISIONS

SEE

TABLE

IF STOP SIGN IS

BEING INSTALLED

BY CONTRACT

IF STOP SIGN IS

BEING INSTALLED

BY CONTRACT

500' AT 25 - 40 MPH

1000' AT 45+ MPH

500'

IF TOWN ROAD OR

LOCAL STREET

OR

DETOUR

XX

EAST

DETOUR

M4-59R

IF TOWN ROAD OR

LOCAL STREET

DETOUR

XX

EAST

DETOUR

OR

M4-9R

IF TOWN ROAD OR

LOCAL STREET

500' AT 25 - 40 MPH

1000' AT 45+ MPH

300' 300' 500'

SEE DETAIL "C" FOR

SIGNS AND BARRICADES

AT AND APPROACHING

WORK ZONES

DETOUR

M4-9R R10-61 (MOD.)

IF SPECIFIED

IN PLANS OR

SPECIAL

PROVISIONS

ROAD

LOCAL

MILES

CLOSED

AHEAD

TRAFFICONLY

____BRIDGE OUT

MILES AHEAD____

OR

R11-3

R11-3C

COMMUNITY NAME

D1-X

( IF PRE-EXISTING SIGN, COVER

ARROW PER SIGN PLATE A4-12 )

COMMUNITY NAME

D1-X

6 6

SEE SDD 15C2-SHEET "b"

FOR GENERAL NOTES

AND FOOTNOTES THROUGH

1 7

SPEED LIMIT

(MPH)

"STOP AHEAD"

ADVANCE WARNING

DISTANCE (FT)

40 350

55 750

DETOUR

ROUTE

DETOUR

ROUTE

S D

D S

D D

C a

C a

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

APPROVED

DATE

WORK ZONE ENGINEER

/S/

FHWA

BARRICADES AND SIGNS

FOR MAINLINE CLOSURES

November 2018 Andrew Heidtke

SDD 15c2-a Barricades and Signs for Mainline Closures

A

GENERAL NOTES

THE EXACT NUMBER, LOCATION, AND SPACING OF ALL SIGNS AND BARRICADES SHALL BE ADJUSTED TO FIT

FIELD CONDITIONS AS APPROVED BY THE ENGINEER.

ANY SIGNS TEMPORARY OR EXISTING, WHICH CONFLICT WITH TRAFFIC CONTROL "IN USE", SHALL BE REMOVED

OR COVERED AS NEEDED AND AS APPROVED BY THE ENGINEER.

THE SPACING BETWEEN TRAFFIC CONTROL SIGNS SHOULD BE ADJUSTED TO NOT CONFLICT WITH AND SHOULD

PROVIDE A DESIRABLE MINIMUM OF 200 FEET CLEARANCE TO EXISTING SIGNS THAT WILL REMAIN IN PLACE.

BARRICADES THAT MUST BE MOVED FOR A WORK OPERATION SHALL BE IMMEDIATELY RE-ESTABLISHED UPON

COMPLETION OF THE OPERATION, OR FOR CONTINUING OPERATIONS, AT THE END OF EACH WORKING DAY.

SIGNS THAT WILL BE IN PLACE LESS THAN 7 CONTINUOUS DAYS AND NIGHTS MAY BE MOUNTED ON PORTABLBLE

SUPPORTS.

ALL TYPE III BARRICADES SHALL HAVE RAILS REFLECTORIZED ON BOTH FACES. STRIPES SHALL BE PROPERLY

SLOPED DOWN TOWARD THE TRAFFIC SIDE OR AS SHOWN IN THE ROAD CLOSURE BARRICADE DETAIL "D" FOR

FULL ROAD CLOSURES.

TYPE "A" LOW - INTENSITY FLASHING WARNING LIGHTS SHALL BE VISIBLE ON BOTH SIDES OF THE BARRICADE.

THE R11 - 2, R11 - 3, M4 - 9, R11 - 4, AND R10 - 61 SIGNS PLACED ON THE BARRICADES SHALL COVER NO MORE

THAN THE TOP RAIL. THE SIGNS SHALL NOT COVER ANY PORTION OF THE MIDDLE RAIL OR BOTTOM RAILS.

"WO" AND "MO" SIGNS ARE THE SAME AS "W" AND "M" SIGNS EXCEPT THE BACKGROUND IS ORANGE.

ALL SIGNS SHALL BE 48" X 48" UNLESS OTHERWISE NOTED BELOW:

R11 - 2 SHALL BE 48" X 30"

R11 - 3 SHALL, R11 - 4 AND R10 - 61 SHALL BE 60 " X 30"

M4 - 9 SHALL BE 30" X 24"

M3 - X SHALL BE 24" X 12" (36" X 18" IF NEEDED TO MATCH EXISTING SIGNS)

M4 - 8 SHALL BE 24" X 12" (36" X 15" IF NEEDED TO MATCH EXISTING SIGNS)

M1 - 4, M1 - 5A AND M1 - 6 SHALL BE 24" X 24" (36" X 36" IF NEEDED TO MATCH EXISTING SIGNS)

MO5 - 1 AND MO6 - 1 SHALL BE 21" X 21" (30" X 30" IF NEEDED TO MATCH EXISTING SIGNS)

D1 - X SHALL BE AS SHOWN ON SPECIFIC PROJECT SIGNING DETAIL SHEETS.

R1 - 1 SHALL BE 36" X 36"

TWO WARNING LIGHTS SHALL BE PROVIDED ON THE CENTER BARRICADE AND A MINIMUM OF ONE WARNING

LIGHT SHALL BE PROVIDED ON EACH OF THE OTHER BARRICADES WITHIN THE ROADWAY LIMITS. SPACING OF

THE WARNING LIGHTS SHALL BE UNIFORM TO THE EDGE OF ROADWAY AS SHOWN (APPROX. 8 FOOT LIGHT

SPACING.

THESE SIGNS AND BARRICADES ARE NOT REQUIRED IF ROAD CLOSURE BEGINS AT AN INTERSECTION.

FOR ROAD CLOSURE WITHOUT LOCAL ACCESS TO PROJECT, SEE ROAD CLOSURE BARRICADE DETAIL "D".

FOR ROAD CLOSURE WITH LOCAL ACCESS TO PROJECT, SEE ROAD CLOSURE BARRICADE DETAIL "E".

FOR BRIDGE OR CULVERT REPLACEMENTS, SUBSTITUTE "BRIDGE OUT" INSTEAD OF "ROAD CLOSED" ON

R11 - 2 AND R11 - 3 SIGNS.

INSTALL DETOUR AND COMMUNITY GUIDE SIGNS AND ARROWS ONLY IF SPECIFIED IN THE CONTRACT. IF THERE

ARE EXISTING ROUTE MARKER ASSEMBLIES THAT WILL REMAIN IN PLACE, ADJUST THE LOCATION OF THE DETOUR

ROUTE SIGNS TO CORRESPOND WITH THE EXISTING ASSEMBLIES. MODIFY EXISTING SIGNS WHERE POSSIBLE. SEE

SPECIFIC PROJECT DETOUR SIGNING DETAIL SHEETS. IF DETOUR SIGNS ARE BEING INSTALLED BY OTHERS, PLACE

THE CONTRACTED TRAFFIC CONTROL SIGNS TO ALLOW FOR PLACEMENT OF ALL WARNING, DETOUR AND GUIDE

SIGNS AS SHOWN.

"EAST" CARDINAL DIRECTION MARKERS AND RIGHT TURN ARROWS ARE SHOWN. USE OTHER CARDIANAL

DIRECTIONS AND ARROWS AS APPROPRIATE.

CLOSED

ROAD

ROAD CLOSED

THRU TRAFFIC

TO

DETAIL D

ROAD CLOSURE BARRICADE DETAIL

APPROACH VIEW

DETAIL E

LANE CLOSURE BARRICADE DETAIL

APPROACH VIEW

OUTSIDE EDGE OF

SHOULDER OR

FACE OF CURB

OUTSIDE EDGE OF

SHOULDER OR

FACE OF CURB

TWO- WAY

TYPE "A" WARNING

LIGHTS REQUIRED

TWO- WAY

TYPE "A" WARNING

LIGHTS REQUIRED

12" MAX.

OFFSET BARRICADES 50'

AS SHOWN ON DETAIL "B"

R11-4

ROAD CLOSED

THRU TRAFFIC

TO

ROAD CLOSED

THRU TRAFFIC

TO

R11-2

CLOSED

ROAD

R11-2B

OUT

BRIDGE

R11-2R

CLOSED

RAMP

OR OR

SEE SDD 15C2 - SHEET "a" FOR LEGEND

S D

D S

D D

C b

C b

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

APPROVED

DATE

WORK ZONE ENGINEER

/S/

FHWA

BARRICADES AND SIGNS

FOR

VARIOUS CLOSURES

November 2018 Andrew Heidtke

SDD 15c2-b Barricades and Signs for Various Mainline Closures

DEPARTMENT OF TRANSPORTATION

STATE OF WISCONSIN

APPROVED

DATE

FHWA

S D D

C

6 S

D D

C

FLAGGING OPERATION

LANE CLOSURE WITH

TRAFFIC CONTROL FOR

OR AS APPROVED BY THE ENGINEER.

PROVIDED AS SPECIFIED IN THE PLANS AND/OR THE SPECIAL PROVISIONS

WORK IS BEING PERFORMED, ADDITIONAL TRAFFIC CONTROLS SHALL BE

WHEN A SIDE ROAD OR RAMP INTERSECTS THE FACILITY ON WHICH THE

FLAGGERS SHALL BE IN SIGHT OF EACH OTHER OR IN DIRECT

COMMUNICATION AT ALL TIMES. THEY SHALL BE EQUIPPED WITH

ALL SIGNS ARE 48" X 48" UNLESS OTHERWISE NOTED.

VARIABLE DISTANCE

TRAFFIC CONTROL DEVICES.

SPECIFICATIONS, THE SPECIAL PROVISIONS, AND THE MANUAL ON UNIFORM

DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD

DETAILS OF TRAFFIC CONTROL DEVICES AND INSTALLATION NOT SHOWN ON THIS

END

48" X 24"

48" X 24"

VARIABLE DISTANCE

BE

PREPARED

TO STOP

OF THE ANTICIPATED TRAFFIC BACKUP OR QUEUE.

THE FIRST ADVANCE WARNING SIGN SHOULD TYPICALLY BE LOCATED IN ADVANCE

ROAD WORK

CONDITIONS AS APPROVED BY THE ENGINEER.

(AND THE LOCATION OF ALL FLAGGERS) SHALL BE ADJUSTED TO FIT FIELD

THE EXACT NUMBER, LOCATION AND SPACING OF ALL SIGNS AND DEVICES

GENERAL NOTES

WORK AREA

LEGEND

DIRECTION OF TRAFFIC

WORK AREA

PERMANENT SUPPORT

SIGN ON PORTABLE OR

PADDLE FASTENED ON SUPPORT STAFF

FLAGGER, EQUIPPED WITH STOP/SLOW

200’ TO 300’ (TYPICAL)

200’ TO 300’ (TYPICAL)

G20-2A

G20-2A

A

A

W21-65

W21-65

INSTALL TEMPORARY RUMBLE STRIPS PER MANUFACTURER’S RECOMMENDATIONS.

A R

R A

Y

A R

R A

Y

A R

R A

Y

A R

R A

Y

ROAD

AHEAD

ONE LANE

ROAD

AHEAD

END

WORK

ROAD WORK

W20-1AW20-4A

A A

A A

W20-7A

W20-1A W20-4A W20-7A

AAA

AA

W20-4A SIGNS, USING SPACING A.

BE LOCATED BETWEEN THE W20-7A AND

OPTIONAL. WHEN USED, THIS SIGN SHALL

USE OF THE "BE PREPARED TO STOP" SIGN IS

STOP/SLOW PADDLES FASTENED ON SUPPORT STAFFS. WHEN THE

SIGNING.

RUMBLE STRIPS PRIOR TO COVERING OR REMOVING ALL ADVANCE

FLAGGING OPERATION IS NOT IN EFFECT, REMOVE TEMPORARY

PLACE ADVANCE SIGNING PRIOR TO INSTALLING TEMPORARY RUMBLE STRIPS.

SPEED LIMIT

25-35 MPH

35-40 MPH

45-55 MPH

200’

350’

500’

ROAD WORK ZONE AREA.

SIGN NOT REQUIRED IF FLAGGING OPERATION OCCURS WITHIN A SIGNED

WO3-4

"WO" SIGNS ARE THE SAME AS "W" SIGNS EXCEPT THE BACKGROUND IS ORANGE.

ONE LANE

ROAD

AHEAD

ROAD

WORK

AHEAD

SPACING A

STRIP ARRAY SPACING TABLE

SIGN AND TEMPORARY RUMBLE

TRAFFIC CONTROL FOR LANE CLOSURE WITH FLAGGING OPERATION

IS ANTICIPATED TO BE STATIONARY IN EXCESS OF TWO HOURS.

UTILIZE TEMPORARY RUMBLE STRIPS WHEN FLAGGING OPERATION

ACROSS THE LANE AT LOCATIONS SHOWN.

SPACED ACCORDING TO MANUFACTURER’S RECOMMENDATION, PLACED TRANSVERSE

EACH TEMPORARY RUMBLE STRIP ARRAY CONSISTS OF THREE RUMBLE STRIPS

WORK OPERATION OR AS APPROVED BY THE ENGINEER.

PRACTICAL) AT APPROXIMATELY 3,500 FOOT INTERVALS IN THE MOVING

STRIPS (IF USED) SHALL BE REESTABLISHED (AS SIMULTANEOUSLY AS

FOR A MOVING WORK OPERATION, SIGNING AND TEMPORARY RUMBLE

WORK ZONE ENGINEER

/S/ Andrew Heidtke

ON SUPPORT STAFF

STOP/SLOW PADDLE

5’ MIN.

June 2017

SDD 15c12 Traffic Control for Lane Closure with Flagging Operation

WORK AREA

OR

THE EXACT NUMBER, LOCATION AND SPACING OF ALL SIGNS AND DEVICES

AHEAD

WORK

ROAD

W 1A

AHEAD

WORK

ROAD

W 1A

WORK

W 1-

SHOULDER

W

ROAD

NARROWS

"WO" SIGNS ARE THE SAME AS "W" SIGNS EXCEPT THE BACKGROUND IS ORANGE.

MAY BE MOUNTED ON PORTABLE SUPPORTS.

ANY SIGNS TEMPORARY OR EXISTING, WHICH CONFLICT WITH TRAFFIC CONTROL

THE ENGINEER.

"IN USE" SHALL BE REMOVED OR COVERED AS NEEDED AND AS APPROVED BY

FROM THE TRAVEL LANE WHEN WORK IS NOT IN PROGRESS.

SHALL BE ADJUSTED TO FIT FIELD CONDITIONS AS APPROVED BY THE

ENGINEER.

CHANNELIZING DEVICES PLACED ADJACENT TO THE WORK AREA SHALL BE PULLED BACK

BUFFER

SPACE

5 DRUMS

MIN. IN

TAPER

SHOULDER OR PARKING LANE TAPER LENGTH

(SEE TABLE A)

(FEET)10864

SHOULDER TAPER LENGTH

(FEET)

S W

W = SHOULDER WIDTH (FEET)

S = NON-CONSTRUCTION SPEED LIMIT (MPH)

WS

GENERAL NOTES

TABLE A

= AT 40 MPH OR LESS

IF TRAFFIC CONTROL DEVICES

ENCROACH ONTO TRAVELED WAY, USE

ALL SIGNS ARE 48" X 48" UNLESS OTHERWISE NOTED. IF NECESSARY DUE TO SPACE

CONSTRAINTS IN URBAN AREAS, 36" X 36" SIGNS MAY BE USED IF APPROVED

BY DISTRICT TRAFFIC UNIT.

OMITTED IF DURATION OF WORK IS LESS THAN 7 CONTINUOUS DAYS AND NIGHTS.

END

48"x24"

ROAD WORK

END

48"x24"

ROAD WORK

DEPARTMENT OF TRANSPORTATION

STATE OF WISCONSIN

APPROVED

DATE

FHWA

UNDIVIDED ROADWAY

PARKING LANE,

WORK ON SHOULDER OR

TRAFFIC CONTROL,S

D D

D

S D D

D

G20-2A

G20-2A

SIGNS THAT WILL BE IN PLACE LESS THAN 7 CONTINUOUS DAYS AND NIGHTS

WORK ZONE WHERE THESE SIGNS ARE ALREADY PRESENT. G20-2A SIGNS MAY ALSO BE

DIRECTION OF TRAFFIC

TRAFFIC CONTROL DRUM

SIGN ON PERMANENT SUPPORT

WORK AREA

LEGEND

BUFFER SPACE (SEE TABLE A)

400’ AT 25-30 MPH

700’ AT 35-40 MPH

1000’ AT 45-55 MPH

400’ AT 25-30 MPH

700’ AT 35-40 MPH

1500’ AT 45-55 MPH

25’ MAX. @ 35 MPH OR LESS

50’ MAX. @ 40 MPH OR MORE

200’ AT 25-30 MPH

350’ AT 35-40 MPH

500’ AT 45-55 MPH

50’ MAX. @ 35 MPH OR LESS

100’ MAX. @ 40 MPH OR MORE

W20-1A AND G20-2A SIGNS ARE NOT REQUIRED IF THE WORK AREA IS WITHIN A LARGER = AT 45 MPH OR GREATERWS

SHOULDER TAPER LENGTH = L1/3

TAPER LENGTH

L

L

SAFETY ENGINEER

STATEWIDE WORK ZONE TRAFFIC

July 14, 2015 /S/ Peter Amakobe Atepe

SDD 15d28 Traffic Control, Work on Shoulder or Parking Lane, Undivided Roadway

PROPOSED STRUCTURE SHALL ACCOMMODATE A

MINIMUM MILITARY LOAD CLASSIFICATION (MLC) OF

80, ONE-WAY AND TWO-WAY FOR WHEELED AND

TRACKED VEHICLES IN ACCORDANCE WITH US

ARMY CORPS OF ENGINEERS, TECHNICAL REPORT

SL-98-3, LOAD RATING OF PERMANENT BRIDGES

ON U.S. ARMY INSTALLATIONS.