W911SA22B2015 Attachment 6 Hazel Dell Road Culvert Plan_100__08.09.2021.pdf

PDF 8 MB Posted Jul 5, 2022

Attached to: Replace Culverts Federal contract opportunity
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 provides details for a federal contract solicitation to replace culverts at Fort McCoy in Wisconsin. The Mission and Installation Contracting Command (MICC) at Fort McCoy is seeking to award a firm fixed-price contract between $1 million and $5 million for a 120-day period of performance to replace culverts. The requirement is set aside for small businesses with a NAICS code of 237310 and size standard of $39.5 million. Interested parties can access solicitation W911SA22B2015 when it is issued within 30 days, along with the site visit date. This will be a 100% small business set-aside awarded as a single contract using FAR Part 14 procedures.

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Other files for this federal contract opportunity

Other files attached to Replace Culverts, newest first.
File	Type	Posted
W911SA22B2015 Bid Abstract.pdf	PDF	Aug 22, 2022
W911SA22B2015 Attachment 5 Airdale Avenue Culvert Plan_100__08.09.2021.pdf	PDF	Jul 6, 2022
W911SA22B2015 Attachment 1 ATOPSEC.pdf	PDF	Jul 5, 2022
W911SA22B2015 Attachment 3 Hazel Dell Road Culvert Spec_100__08.09.2021.pdf	PDF	Jul 5, 2022
W911SA22B2015 Attachment 8 Wage Determination.docx	DOCX document	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
W911SA22B2015 Attachment 4 Swamp Lane Culvert Spec_100__08.09.2021.pdf	PDF	Jul 5, 2022
W911SA22B2015 Solicitation.pdf	PDF	Jul 5, 2022
W911SA22B2015 Attachment 2 Airdale Avenue Culvert Spec_100__08.09.2021.pdf	PDF	Jul 5, 2022

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G0.1

Fort McCoy, Wisconsin

HAZEL DELL ROAD

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

C0.2 CONSTRUCTION DETAILS

C0.3 CONSTRUCTION DETAILS

C0.4 PLAN DETAIL

C0.5 EC PLAN DETAILS

C1.1 PLAN AND PROFILE

C3.1 CROSS SECTIONS

C3.2 CROSS SECTIONS

C3.3 CROSS SECTIONS

S0.1 CULVERT DETAILS

S0.2 CULVERT DETAILS

S0.3 CULVERT 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"

DETOUR

M4-9L 30"X24"

AHEAD

DETOUR

20-2A DETOUR

M4-9L 30"X24"

M4-8A

DETOUR

END

24"X18"

AHEAD

DETOUR

W 20-2A

DETOUR

M4-9R 30"X24"

DETOUR

TYPE III BARRICADE

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http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W20-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W20-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W20-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W20-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W20-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W20-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W20-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W20-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W20-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W20-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W20-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W20-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W20-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W20-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W20-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W20-2.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W20-2.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

S0.2

S0.3

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…

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File details come from the government source that posted it. Updated Jul 5, 2022.