W911SA22B2015 Attachment 5 Airdale Avenue Culvert Plan_100__08.09.2021.pdf

PDF 8 MB Posted Jul 6, 2022

Attached to: Replace Culverts
Solicitation number: W911SA22B2015
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort McCoy

About this file

Written by GovTribe AI · Dec 28, 2023

This document package includes engineering drawings and specifications for a federal contract opportunity to replace culverts at Fort McCoy, Wisconsin. The project involves replacing culverts along Airdale Avenue and includes plans, sections, profiles, and construction details. Work will be performed under NAICS code 237310 with a small business set-aside between $1 million to $5 million. The period of performance is 120 days from notice to proceed. The solicitation will be issued as an IFB and awarded as a firm fixed-price contract. The site visit date will be included in the solicitation to be issued within 30 days. Interested vendors can add themselves to the list but will not be directly notified of amendments.

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Other files

File	Type	Posted
W911SA22B2015 Bid Abstract.pdf	PDF	Aug 22, 2022
W911SA22B2015 Attachment 3 Hazel Dell Road Culvert Spec_100__08.09.2021.pdf	PDF	Jul 5, 2022
W911SA22B2015 Attachment 6 Hazel Dell Road Culvert Plan_100__08.09.2021.pdf	PDF	Jul 5, 2022
W911SA22B2015 Solicitation.pdf	PDF	Jul 5, 2022
W911SA22B2015 Attachment 4 Swamp Lane Culvert Spec_100__08.09.2021.pdf	PDF	Jul 5, 2022
W911SA22B2015 Attachment 8 Wage Determination.docx	DOCX document	Jul 5, 2022
W911SA22B2015 Attachment 1 ATOPSEC.pdf	PDF	Jul 5, 2022
W911SA22B2015 Attachment 2 Airdale Avenue Culvert Spec_100__08.09.2021.pdf	PDF	Jul 5, 2022
W911SA22B2015 Attachment 9 SF 24.pdf	PDF	Jul 5, 2022
W911SA22B2015 Attachment 5 Airdale Avenue Culvert Plan_100__08.09.2021.pdf	PDF	Jul 5, 2022
W911SA22B2015 Attachment 7 Swamp Lane Culvert Plan_100__08.09.2021.pdf	PDF	Jul 5, 2022

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G0.1

Fort McCoy, Wisconsin

AIRDALE AVENUE

CULVERT

REPLACEMENT

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

REFERENCE DRAWINGS

DRAWING NUMBER DESCRIPTIONS

S.D.D. 14B42

MIDWEST GUARDRAIL SYSTEM (MGS) GUARDRAIL

S.D.D. 14B44

MIDWEST GUARDRAIL SYSTEM ENERGY ABSORBING TERMINAL (MGS)

S.D.D. 15C2 BARRICADES AND SIGNS FOR MAINLINE CLOSURES

Sheet List Table

SHEET NUMBER SHEET TITLE

G0.1

COVER SHEET

G0.2

LOCATION AND GENERAL NOTES

C0.1

TYPICAL SECTIONS AND DETOUR

C0.2

CONSTRUCTION DETAILS

C0.3

CONSTRUCTION DETAILS

C0.4

PLAN DETAIL

C0.5

EC PLAN DETAIL

C1.1

PLAN AND PROFILE

C3.1

CROSS SECTIONS

C3.2

CROSS SECTIONS

C3.3

CROSS SECTIONS

S0.1

STRUCTURE PLAN

S0.2

STRUCTURE ELEVATION

S0.3

STRUCTURE DETAILS

FALLS

SPARTA

LYME

LAFAYETTE

ANGELO

GREENFIELD

ADRIAN

LINCOLN

McCOY

FORT

MILITARY

RESERVATION

Sparta

McCoyFort

Angelo

Kirby

Tunnel City27

94S

Q I

A T M

1 6

Cataract

Cr.

Sparta Cr.

Be av er C r.

Cr.

StillwellCr.

Tarr

Silver

Cr.

La C ro ss e

Squaw

Cr.

Sp en ce r

Cr.

Soper

Cr.

Dus tin

Cr.Rathbone

Dell Hazel

Wood Alder

Tomah L.

ley

Bai

Le m on w ei r

RIVER ST. TRAIL

ELROY

SPARTA

G0.2

LOCATION MAP

GENERAL NOTES

C0.1

R11-2

CLOSED

ROAD

TYPE III BARRICADE

R11-2 48" X 30"

AHEAD

DETOUR

W 20-2A

AHEAD

DETOUR

W 20-2A

DETOUR

M4-9R 30"X24"

M4-8A

DETOUR

END

24"X18"

M4-8A

DETOUR

END

24"X18"

DETOUR

M4-9L 30"X24"

TYPE III BARRICADE

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http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-8a.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-8a.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-8a.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-8a.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-8a.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-8a.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-8a.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-8a.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-8a.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-8a.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-8a.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-8a.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-8a.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-8a.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-8a.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-8a.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-8a.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-8a.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-8a.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M4-9r.pdf

C0.2

80 80

OBJECT MARKER

³ ³

TRAFFIC SIGNAGE DETAILS

SECTION A-A

SECTION B-B

A A

B B

APRON ENDWALL

GEOTEXTILE TYPE HR

VAR.VAR.

IN PLAN

W +2

IN PLAN

L = 3 TIMES DIAMETER OR SPAN (NOR.) OR

10' MIN. OR AS DIRECTED BY THE

COR

MATCH MINIMUM THICKNESS OF RIPAP

2' NOR.

W+2'

RIPRAP AS SHOWN

AS REQUIRED BY SPECIFICATIONS

C0.3

C0.4

Scale: 1:10

PLAN DETAIL

C0.5

Scale: 1:10

EROSION CONTROL

C1.1

Horz Scale: 1:20 Vert Scale 1" = 5'

PLAN AND PROFILE STA 10+00 - 12+00

C3.1

C3.2

C3.3

S0.1

PRECAST CONCRETE ARCH CULVERT PLAN

NO SCALE

PRECAST CONCRETE ARCH CULVERT PROFILE

NO SCALE

S0.2

SECTION "A-A"

(AT CENTERLINE OF ROADWAY)

END ELEVATION

S0.3

PRECAST FOUNDATION DETAILS

NO SCALE

SECTION "C-C"

SECTION "B-B" PARTIAL PRECAST FOUNDATION PLAN

WALL BACKFILL REQUIREMENTS

BACKFILL REQUIREMENTS

BACKFILL DETAILS

STEEL POST & HOLE

PUNCHING DETAIL

(W 6 X 9)

WOOD POST

(6" X 8") NOMINAL

WOOD OR PLASTIC

BLOCKOUT

WOOD OR STEEL POSTS (w6X9 OR w6X8.5) MAY BE USED. DO NOT INTERMIX WOOD AND

STEEL POSTS. INSTALL STEEL POSTS WITH HOLES ON APPROACHING TRAFFIC SIDE.

USE WOOD OR APPROVED PLASTIC BLOCKOUTS. WOOD BLOCKOUTS MAY BE CONSTRUCTED

OUT OF TWO OR MORE WOOD BLOCKOUTS. SEE ALTERNATE WOOD BLOCKOUT DETAIL.

DIMENSIONS OF APPROVED PLASTIC BLOCKOUTS MAY VARY.

IF ROCK IS ENCOUNTERED DURING EXCAVATION, PROVIDE A HOLE 12 INCHES IN DIAMETER

EXTENDING 20 INCHES DEEP INTO THE ROCK. PLACE APPROXIMATELY 2 1/2" INCHES OF

GRANULAR MATERIAL IN THE BOTTOM OF THE HOLE. CUT THE POSTS THE TO LENGTH AMD

INSTALL. BACKFILL WITH EXCAVATED MATERIAL AND COMPACT. BACKFILL IS TO BE FREE

OF LARGE ROCKS.

WHEN THE DISTANCE FROM BACK OF POST TO SHOULDER HINGE POINT IS LESS THAN 2

FEET INSTALL LONGER POST AT HALF POST SPACING (K).

FOR NEW MGS INSTALLATION TOP OF W-BEAM RAIL TOLERANCE IS ±1". FOR

EXISTING MGS INSTALLATION TOP OF W-BEAM IS BETWEEN 27

" TO 32".

WHEN USING STEEL POST AND WOOD BLOCKOUTS INSTALL FOUR 16D GALVANIZED

NAILS. INSTALL NAILS AT THE BACK CORNERS OF THE BLOCK AND BEND THE NAILS

OVER THE FLANGE OF THE STEEL POST.

TOTAL POST LENGTH FOR TYPE K IS 7' - 0".

TOTAL POST LENGTH FOR OTHER MGS TYPES IS 6' - 0".

END VIEW

LOCATED ALONG A CURBED ROADWAY

END VIEW

LOCATED ALONG A ROADWAY SHOULDER

STANDARD INSTALLATION

END VIEW

MGS LONGER POST AT HALFPOST

SPACING W BEAM (K)

PLAN VIEW

STEEL POST,

PLASTIC BLOCKOUT & BEAM

PLAN VIEW

WOOD POST,

BLOCKOUT & BEAM

E D

S H

O U

L D

E R

SHOULDER

HINGE POINT

2 - 0"

POST BOLT

(TYPICAL)

3' - 4" MIN.

1 - 16D

GALVANIZED NAIL

NORMAL SHOULDER

WOOD OR PLASTIC

BLOCKOUT

31"

W - BEAM

RAIL

(TYPICAL)

2 - 0"

3' - 10" MIN.

W - BEAM

RAIL

(TYPICAL)

POST BOLT

(TYPICAL)

POST BOLT

(TYPICAL)

PLASTIC

BLOCKOUT

1 - 16D

GALVANIZED NAIL

WOOD OR PLASTIC

BLOCKOUT

31"

4' - 4

" MIN. FOR

WOOD OR STEEL

POST

CURB TYPE SPECIFIED

ELSEWHERE IN THE

CONTRACT

GUTTER TO

PAVEMENT

HINGE POINT

5" MAX.

W - BEAM

RAIL

(TYPICAL)

31"

" MIN.

WHERE "A"

IS ≥ 22"

"A"

2" MIN. 2" MIN.

12"

FILL WITH

FOUNDATION

BACKFILL

20" MIMIMUM EMBEDMENT IN SOLID

ROCK IF SHORTENED POST IS USED

WHERE "A" IS

22"

12"

1' - 2

HOLE DIAMETER:

WOOD

PLASTIC

" DIA.

HOLE

" DIA.

HOLE

OPTIONAL

" DIA. HOLE

FOR HANDLING DURING

GALVANIZING. ONE PERMITTED

W - BEAM

RAIL

(TYPICAL)

W - BEAM

RAIL

(TYPICAL)

DIRECTION

OF TRAFFIC

DIRECTION

OF TRAFFIC

END VIEW

SETTING STEEL OR WOOD POST IN ROCK

S D

D S

D D

B a

SDD 14B42-a Midwest Guardrail System (MGS) Guardrail

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

MIDWEST GUARDRAIL SYSTEM

(MGS) GUARDRAIL

ONE SIDED REFLECTOR DETAIL

AND TYPICAL INSTALLATION

FRONT VIEW AT STEEL POST

FRONT VIEW

POST SPACING STANDARD INSTALLATION

FRONT VIEW

HALF POST SPACING (HS) AND

HALF POST SPACING WITH LONGER POSTS (K)

SECTION THRU W-BEAM RAIL

FRONT VIEW

QUARTER POST SPACING (QS)

FRONT VIEW

MID-SPAN BEAM SPLICE

DO NOT INSTALL REFLECTORS ON THE FIRST 50 FEET OF THE APPROACH END

OF THE ENERGY ABSORBING TERMINAL.

25 FEET OF HALF POST SPACING IS REQUIRED ON APPROACH AND DEPARTURE ENDS

OF QUARTER POST SPACING.

POST BOLTS ARE A ⅝" DIAMETER ASTM A307 GUARDRAIL BOLT. A POST BOLT

REQUIRES ⅝" DIAMETER A563A DOUBLE RECESSED (DR) HEAVY HEX NUT AND ⅝"

DIAMETER F844 FLAT WASHER. POST BOLTS MAY BE LONGER IF MULTIPLE BLOCKOUTS

ARE BEING USED.

GUARD RAIL SPLICE BOLTS ARE A ⅝" DIAMETER ASTM A307 GUARDRAIL

HEAD BOLT. A GUARDRAIL SPLICE BOLT REQUIRES ⅝" DIAMETER A563A DOUBLE

RECESSED (DR) HEAVY HEX NUT.

FRONT VIEW AT WOOD POST

31"

6' 3" C - C

POST SPACING

6' - 3"

POST SPACING

6' - 3"

POST SPACING

12' - 6" OR 25' - 0"

EFFECTIVE LENGTH OF BEAM

6' - 3" C -C

POST SPACING

3' 1

" C -C

POST SPACING

3' 1

" C - C

POST SPACING

6' 3" C - C

POST SPACING

3' - 1

" C - C

POST SPACING

1' - 6

" C - C POST SPACING*

FINISHED SHOULDER

DIRECTION OF TRAFFIC

I R

I O

I C

WOOD OR PLASTIC

BLOCKOUT

WOOD OR PLASTIC

BLOCKOUT

WOOD OR PLASTIC

BLOCKOUT

4" X 12" DELINEATOR

REFLECTOR (REFER

TO SDD 15A4 FOR

DELINEATOR SPACING)

WOOD OR STEEL

POST

MOUNT WITH TWO

" X 2

TRIPLE COATED SCREWS WITH

WASHERS.

POST BOLT

(TYPICAL)

POST HOLE SLOT

" X 2

POST BOLT

SLOT

" LAP

" 2"2"

GUARDRAIL

SPLICE BOLT

(TYPICAL

GUARDRAIL SPLICE

BOLT REQUIRED AT

REFLECTOR LOCATIONS

FINISHED SHOULDER

POST BOLT

(TYPICAL)

10°

12 GAGE

" R

SYMMETRICAL

ABOUT

3' - 1

" C - C

POST SPACING

3' - 1

" C - C

POST SPACING

3' - 1

" C - C

POST SPACING

S D

D S

D D

B b

SDD 14B42-b Midwest Guardrail System (MGS) Guardrail

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

OBSTACLE

A B C D E

POST DRIVING FOR CONTINUOUS

UNDERGROUND OBSTRUCTION

ALTERNATE WOOD

BLOCKOUT DETAIL

IT IS ACCEPTABLE TO USE BLOCKOUTS UP TO 16" DEEP TO

INCREASE THE POST OFFSET TO AVOID UNDERGROUND

OBSTACLES. THERE IS NO LIMIT TO THE NUMBER OF POSTS

THAT CAN HAVE ADDITIONAL BLOCKOUTS UP TO 16" DEEP.

1 ¼"

10"

14"

18"

21"

25"

1 ⅛"

1 ¾"

T (MIN.)

POST BOLT, SPLICE BOLT

AND RECESS NUT

DETAIL FOR 16" BLOCKOUT DEPTH

DETAIL FOR 36" BLOCKOUT DEPTH

PLAN VIEW

BEAM LAPPING DETAIL

ALTERNATE BOLT HEAD

SIDE VIEW

PLAN VIEW

POST BOLT TABLE

NOTES: UNDER SPECIAL CIRCUMSTANCES, SUCH AS AVOIDING OBSTACLES THAT ARE NOT

RELOCATED, IT IS ACCEPTABLE TO INSTALL ADDITIONAL BLOCKOUTS TO OBTAIN

UP TO 36" DEPTH FOR ONE OR TWO POSTS IN A SECTION OF GUARDRAIL.

DO NOT USE 16" OR 36" BLOCKOUTS IF IT CAUSES THE POST TO BE DRIVEN BEYOND

SHOULDER HINGE POINT OR CAUSES A FIXED OBJECT TO BE WITHIN THE DEFLECTION

DISTANCE OF THE BARRIER.

NOTE:

1. ALL FILLETS SHALL HAVE A MINIMUM RADIUS OF

2. IF THE BOLT EXTENDS MORE THAN

" FROM THE NUT

THE BOLT SHOULD BE TRIMMED BACK.

" 1

16"

2 WOOD OR

PLASTIC

BLOCKOUTS

6" X 8"

POST

" HOLE

" POST BOLT

6" X 8"

POST

" HOLE

" POST BOLT

SEE OTHER DETAIL

3 WOOD OR

PLASTIC

BLOCKOUTS

36"

1 -16D GALVANIZED

NAILS

1 -16D GALVANIZED

NAILS

1" X

" DEEP

RECESS BOTH SIDES

" - 11 MODIFIED

HEAVY HEX NUT

1'-7"

45°

" - 11

THREAD

PITCH

DIRECTION OF TRAFFIC

UTILITY CONFLICT WITH

POST C POSITION

POST C CANNOT

BE INSTALLED

POST

SPACING

PER DETAIL

POST

SPACING

PER DETAIL

POST SPACING

PER DETAIL

POST SPACING

PER DETAIL

NORMAL POST

SPACING

NORMAL POST

SPACING

16D DOUBLE

HEAD NAILS

SEE OTHER

DETAILS

ALTERNATE

BLOCKOUT 1

ALTERNATE

BLOCKOUT 2

1' - 0"

ALTERNATE

BLOCKOUT 1

ALTERNATE

BLOCKOUT 2

WHEN USING STEEL POST AD WOOD BLOCKOUTS, INSTALL FOUR 16D

GALVANIZED NAILS. INSTALL NAILS AT THE BACK CORNERS OF THE

BLOCK AND BEND THE NAILS OVER THE FLANGE OF THE STEEL POST.

S D

D S

D D

B c

SDD 14B42-c Midwest Guardrail System (MGS) Guardrail

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

MISSING POST IN NORMAL BEAM GUARD RUN

MISSING POST IN NORMAL BEAM GUARD RUN NEAR EAT

MISSING POST IN NORMAL BEAM GUARD RUN

NEAR FLARED BEAM GUARD

MISSING POST NEAR APPROACH THRIE BEAM TRANSITION

MISSING POST IN NORMAL BEAM GUARD RUN

NEAR TYPE 2 TERMINAL

CROSS SECTION VIEW

MINIMUM OF 2 FEET OF GRADING BEHIND POST.

SEE SDD 14B45 FOR MORE DETAILS.

SEE SDD 14B47 FOR MORE DETAILS.

SEE SDD 14B44 FOR MORE DETAILS.

SEE MISSING POST IN NORMAL BEAM GUARD RUN FOR DISTANCE TO

NEXT MISSING POST AND AREA FOR WELL DRAINED, COMPACTED

SOILS.

SEE PLAN FOR SHOULDER DESIGN.

43' - 9" ≥ 12' - 6"

≥ 75' - 0" 5

ASYMMETRICAL

TRANSITION

≥ 28' 1

≥ 34' - 4

" 5

≥ 56' - 3"

≥ 43' -9"

12' - 6"4 5

START OF TANGENT MGS

FLARED GUARDRAIL

≥ 25' - 0"

5≥ 31' - 3"

S D

D S

D D

B d

SDD 14B42-d Midwest Guardrail System (MGS) Guardrail

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

APPROVED

DATE ROADWAY STANDARDS DEVELOPMENT

UNIT SUPERVISOR

/S/

FHWA

MIDWEST GUARDRAIL SYSTEM

7/2018 Rodney Taylor

G E

P O

CLEAR ZONE LIMITS, EITHER AS SHOWN ELSEWHERE IN THE PLANS OR, IF NOT SHOWN ELSEWHERE IN THE PLANS, 15 FEET BEYOND THE HINGE POINT LINE

EDGE OF SHOULDER

POST NO. 9

POST NO. 8 POST NO. 7 POST NO. 6 POST NO. 5 POST NO. 4 POST NO. 3

POST NO. 1

A A

B B

C C

SECTION C - C

TYPICAL AT POST NOS. 3 - 9

SECTION B - B

TYPICAL AT POST NO. 2

SECTION A - A

TYPICAL AT POST NO. 1

DETAIL "A"

DETAIL "B"

ELEVATION

PLAN

GENERAL NOTES

POST NO. 2

POST NO. 1

3 3 3 3 3 3 3

POST BOLT

(TYP.)

TRANSITION TO

4:1 TAPER LINE

1' - 4"

" HOLES

HINGE POINT

2' - 0" TO 3' - 0" VAR.

SLOPE 10:1

OR FLATTER

31"

10 11OR

POST BOLT

(TYP.)

SHOULDER

HINGE POINT

31"

SLOPE 10:1

OR FLATTER

W5 - 59

SEE NOTES FOR

SPLICE LOCATION

POST BOLT (TYP.)

NORMAL SLOPE

SLOPE 4:1

OR FLATTER

SHOULDER

HINGE

POINT

SLOPE 10:1

OR FLATTER

4' - 0"

1' - 6"

MIN.

BELOW

GRADE

1' - 0"

5' - 0" MIN.

TO HINGE POINT

EAT MARKER POST

PLACED BEHIND

POST NO. 1

2' - 0" OFFSET TO

FACE OF RAIL

EDGE OF SHOULDER

BOTTOM OF STRUT IS PLACED

FLUSH WITH AND PARALLEL TO

THE FINISHED SURFACE

FINISHED GROUND

ELEVATION

SEE DETAIL "A"

SEE DETAIL "B"

4" POSTS 1- 4

(OPTIONAL)

6' - 3"6' - 3"6' - 3"6' - 3"6' - 3"6' - 3"6' - 3"6' - 3"

3' - 1

31"

SYSTEM LENGTH 53' 1

MGS BEAM

GUARD (MGS)

(SEE OTHER

DETAILS)

DIRECTION OF TRAVEL

SLOPE 10:1

OR FLATTER

TO HINGE POINT

2' - 0" OFFSET

TO FACE OF RAIL

25:1 FLARE

SLOPE

10:1 MAX.

5' - 0" MIN.

TO HINGE

POINT

SLOPESLOPE

15:1 TAPER

GRADELINE

VARIABLE SLOPE

2' - 0"

(AT POST NO. 9)

PARALLEL WITH

TRAVELED WAY

4:1 TAPER

5' - 4" AT

POST NO. 5

THE SLOPE IN THE AREA BOUNDED BY THE GRADELINE, THE HINGE

POINT LINE (HPL) AND THE CLEAR ZONE LIMITS (CZL) SHALL BE 4:1

OR FLATTER.

AFTER FINAL ASSEMBLY, RECHECK CABLE TO BE SURE IT IS TAUT AND

HAS NOT RELAXED

DIFFERENT MANUFACTURERS REQUIRE DIFFERENT PERFORATED

W - BEAM RAIL END PANELS. SEE MANUFACTURER'S INFORMATION.

ATTACH ALUMINUM SHEET TO E.A.T. HEAD USING 4 STAINLESS STEEL

SELF - TAPPING SCREWS. ONE SCREW PER CORNER.

HARDWARE MAY VARY BETWEEN MANUFACTURER.

SEE MANUFACTURER'S DRAWING FOR INFORMATION.

DIMENSIONS MAY VARY, MANUFACTURER'S INFORMATION.

SEE SDD 14B42 FOR MORE INFORMATION.

DO NOT ATTACH BLOCKOUTS TO POST 1 AND 2.

DO NOT INSTALL REFLECTORS ON THE FIRST 50 FEET OF THE APPROACH

END OF THE ENERGY ABSORBING TERMINAL.

SEE MANUFACTURER'S DRAWING FOR SPLICE LOCATION, HARDWARE

DIMENSIONS AND INSTALLATION INSTRUCTIONS.

THE CENTER OF THE UPPER 3

" DIAMETER HOLE ON POST NUMBER 3

THROUGH POST 9 IS TO BE FLUSH WITH THE GROUND LINE UP TO A

MAXIMUM OF 2" ABOVE GROUND LINE. WOOD BLOCKS ON POSTS

NUMBERED 3 THROUGH 9 MAY BE ADJUSTED UP TO 3" ABOVE THE TOP

OF POST.

S D

D S

D D

B a

SDD 14B44-a Midwest Guardrail System (MGS) Energy Absorbing Terminal

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

MIDWEST GUARDRAIL SYSTEM

ENERGY ABSORBING TERMINAL

(MGS)

FRONT VIEW

SECTION A - A

DESCRIPTION

BILL OF MATERIALS

A A

GENERIC ANCHOR CABLE BOX

BEARING PLATE

CABLE ASSEMBLY

CABLE RELEASE

PLATE

PART

NO.

MATERIALS PROVIDED BY MGS EAT MANUFACTURER.

SEE MANUGACTURER'S DETAILS FOR MORE INFORMATION.

UPPER POST NO. 1 6" X 6" TUBE

LOWER POST NO. 1

WOOD CRT

WOOD BLOCKOUT

PIPE SLEEVE

BEARING PLATE

BCT CABLE ASSEMBLY

ANCHOR CABLE BOX

GROUND STRUT

PERFORATED W-BEAM RAIL END PANEL, 12'-6" LONG.

STANDARD W-BEAM RAIL. MULTIPLE SECTIONS REQUIRED.

SECTIONS VARY IN LENGTH.

IMPACT HEAD

SOIL PLATE

UPPER POST NO. 2

LOWER POST NO. 2

EAT MARKER POST - YELLOW

(SEE APPROVED PRODUCTS LIST)

GENERIC GROUND STRUT

" Ø HOLE

S D

D S

D D

B b

SDD 14B44-b Midwest Guardrail System (MGS) Energy Absorbing Terminal

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

MIDWEST GUARDRAIL SYSTEM

ENERGY ABSORBING TERMINAL

POSTS NUMBER 3-9

W5 - 59

REQ'D. AT ALL POSTS EXCEPT POST NO'S 1 & 2

SIDE VIEW

FRONT VIEW

UPPER POST NO. 1

LOWER POST NO. 1

REFLECTIVE SHEETING DETAIL

18"

UPPER POST NO. 2

ALTERNATE WOOD

BLOCKOUT DETAIL

E16

TOP VIEW

LOWER POST NO. 2

WOOD BLOCKOUT

1' - 2

12"

" DIA. HOLE

SIDE VIEW

E.A.T. MARKER POST

WOOD CRT POST

1' - 0"

ALTERNATE

BLOCKOUT 2

ALTERNATE

BLOCKOUT 1

ALTERNATE

BLOCKOUT 1

ALTERNATE

BLOCKOUT 2

16D DOUBLE

HEAD NAILS

SEE OTHER

DETAILS

5' - 6"

E.A.T. MARKER

POST (YELLOW)

TYPE H

YELLOW REFLECTIVE

SHEETING 3" X 9".

SEE STANDARD

SPECIFICATION 637.

2' - 8"

1' - 4"

6' - 0"

" DIA. HOLES

45°

S D

D S

D D

B c

SDD 14B44-c Midwest Guardrail System (MGS) Energy Absorbing Terminal

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

APPROVED

DATE ROADWAY STANDARDS DEVELOPMENT

UNIT SUPERVISOR

/S/

FHWA

MIDWEST GUARDRAIL SYSTEM

ENERGY ABSORBING TERMINAL

7/2018 Rodney Taylor

AND

WORK AREA

( IF PRE-EXISTING SIGN, COVER

ARROW PER SIGN PLATE A4-12 )

W20-3A

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

ROAD CLOSED

THRU TRAFFIC

W20-3A

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

ROAD

LOCAL

MILES

CLOSED

AHEAD

TRAFFICONLY

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

R11-4

LEGEND

XX XX

M4 - 8

EAST M3 - X

M05 - 1 M06 - 1

M1 - 4 M1 - 6

COUNTY

X M1 - 5A

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 THAN OR EQUAL TO

� MILE FROM

DETOUR ROUTE ( 1000 FEET IF URBAN )

EAST

DETOUR

OUT

BRIDGE

ROAD CLOSED

THRU TRAFFIC

ROAD CLOSED

THRU TRAFFIC

SEE CLOSURE

BARRICADE

DETAIL D OR E

R11-2B

CLOSED

ROAD

R11-2

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

ROAD CLOSED

THRU TRAFFIC

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

EAST

DETOUR

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

DETOUR

EAST

DETOUR

M4-59R

IF TOWN ROAD OR

LOCAL STREET

DETOUR

EAST

DETOUR

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____

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

SDD 15C02-a Barricades and Signs for Mainline Closures

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

APPROVED

DATE

WORK ZONE ENGINEER

/S/

FHWA

BARRICADES AND SIGNS

FOR MAINLINE CLOSURES

February 2020 Andrew Heidtke

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 PORTABLE

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 18" 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 CARDINAL

DIRECTIONS AND ARROWS AS APPROPRIATE.

CLOSED

ROAD

ROAD CLOSED

THRU TRAFFIC

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

ROAD CLOSED

THRU TRAFFIC

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

SDD 15C02-b Barricades and Sign for Various Closures

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

APPROVED

DATE

WORK ZONE ENGINEER

/S/

FHWA

BARRICADES AND SIGNS

FOR

VARIOUS CLOSURES

MATCH POINT

THIS DRAWING PROVIDES GENERAL GUIDANCE

ON TYPICAL DETOUR SIGN LAYOUT AND SPACING.

SEE PROJECT DETOUR SIGNING SHEETS FOR

SPECIFIC DETAILS FOR EACH PROJECT.

WORK AREA

THE EXACT NUMBER, LOCATION AND SPACING OF ALL SIGNS SHALL BE ADJUSTED TO FIT FIELD CONDITIONS AS

APPROVED BY THE ENGINEER.

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. SEE SPECIFIC PROJECT DETOUR SIGNING

DETAIL SHEETS. MODIFY EXISTING SIGNS WHERE POSSIBLE.

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

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

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.

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

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

SIGN SIZES SHALL BE AS FOLLOWS:

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 18" IF NEEDED TO MATCH EXISTING SIGNS)

M1-4, M1-5A AND M1-6 SHALL BE 24" X 24" (30" X 30" IF NEEDED TO MATCH EXISTING SIGNS)

M05-1 AND M06-1 SHALL BE 21" X 21" (30" X 30" IF NEEDED TO MATCH EXISTING SIGNS)

M4-9 AND M4-59 SHALL BE 30" X 24"

M4-8a SHALL BE 24" X 18"

G20-51 SHALL BE 60" X 24"

W20-2A SHALL BE 48" X 48"

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

OPTIONAL SIGNS. SEE SPECIFIC PROJECT DETOUR SIGNING DETAIL SHEETS.

FOR A TOWN ROAD OR LOCAL STREET DETOURED ONTO A STATE TRUNK HIGHWAY, PLACE A ROAD NAME PLAQUE

ABOVE THE M4-9 SIGN AS SPECIFIED IN THE CONTRACT.

AHEAD

DETOUR

W20-2A

LEGEND

XX XX

M4 - 8

EAST M3 - X

M05 - 1 M06 - 1

M1 - 4 M1 - 6

COUNTY

X M1 - 5A

DETOUR

SIGN ON PERMANENT SUPPORT

WORK AREA

M4-59L

IF TOWN ROAD OR

LOCAL STREET

COMMUNITY NAME

M06 - 1

SEE SPECIFIC PROJECT DETOUR

SIGNING DETAIL SHEETS AND

DETAIL A OR B ON SDD SHEET 15C02 - SHEET "a"

EAST

DETOUR

NEXT MILESX

DETOUR

WEST

DETOUR

WEST

IF TOWN ROAD OR

LOCAL STREET

DETOUR

M4-9L

DETOUR

EAST

WEST

DETOUR

END

WEST

XXXX

DETOUR

EAST

DETOUR

EAST

USE ON STATE TRUNK,

U.S. OR INTERSTATE

HIGHWAYS, OR AS

SPECIFIED IN THE

CONTRACT

COMMUNITY NAME

AHEAD

DETOUR

W20-2A

EAST

USE ON STATE TRUNK, U.S. OR

INTERSTATE HIGHWAYS, OR AS

SPECIFIED IN THE CONTRACT

DETOUR

EAST

DETOUR

EAST

XXOR

IF TOWN ROAD OR

LOCAL STREET

DETOUR

M4-9L

DETOUR

EAST

XXOR

IF TOWN ROAD OR

LOCAL STREET

M4-59L

DETOUR

EAST

DETOUR

AHEAD

DETOUR

W20-2A

EAST

USE ON STATE TRUNK, U.S. OR

INTERSTATE HIGHWAYS, OR AS

SPECIFIED IN THE CONTRACT

DETOUR

EAST

DETOUR

EAST

DETOUR

EAST

DETOUR

EAST

DETOUR

EAST

DETOUR

WEST

DETOUR

WEST

DETOUR

M4-9R

IF TOWN ROAD OR

LOCAL STREET

OR XX

DETOUR

WEST

M4-59R

IF TOWN ROAD OR

LOCAL STREET

DETOUR

P H

G20-51

M4-8a

(IF PRE-EXISTING SIGN, COVER

ARROW PER SIGN PLATE A4-12)

D1-X

500'

PLACE SIGNS BEYOND INTERSECTIONS

WITH STATE OR COUNTY TRUNK

HIGHWAYS OR AT 4 MILE MAXIMUM

SPACING (4 BLOCKS IF URBAN AREA)

COMMUNITY NAME

(IF PRE-EXISTING SIGN, COVER

ARROW PER SIGN PLATE A4-12)

D1-X

500' AT 25 - 40 MPH

1000' AT 45+ MPH

500'

(IF PRE-EXISTING SIGN, COVER

ARROW PER SIGN PLATE A4-12)

D1-X

*COMMUNITY NAME

M3-X

24" X 12"

M1-X

24" X 24"

M3-X

24" X 12"

M1-X

24" X 24"

M3-X

24" X 12"

M1-X

24" X 24"

P H

(IF PRE-EXISTING SIGN, COVER

ARROW PER SIGN PLATE A4-12)

D1-X

DETOUR

ROUTE

DETOUR

ROUTE

DETAIL F

DETOUR SIGNING

GENERAL NOTES

S D

D S

D D

C c

SDD 15C02-c Detour Signing for Mainline Closures

STATE OF WISCONSIN

DEPARTMENT OF TRANSPORTATION

APPROVED

DATE

WORK ZONE ENGINEER

/S/

FHWA

DETOUR SIGNING

FOR MAINLINE CLOSURES

Sheets and Views

G0.1 COVER SHEET

G0.2 LOCATION AND GENERAL NOTES

C0.1 TYPICAL SECTIONS AND DETOUR

C0.2 CONSTRUCTION DETAILS

C0.3 CONSTRUCTION DETAILS

C0.4 PLAN DETAIL

C0.5 EC PLAN DETAIL

C1.1 PLAN AND PROFILE

C3.1 CROSS SECTIONS

C3.2 CROSS SECTIONS

C3.3 CROSS SECTIONS

S0.1 STRUCTURE PLAN

S0.2 STRUCTURE ELEVATION

S0.3 STRUCTURE DETAILS

STANDARD DETAIL DRAWINGS

File details come from the government source that posted it. Updated Jul 6, 2022.