W911SA20B2010 Attachment 3 Drawings.pdf

PDF 11 MB Posted Feb 19, 2020

Attached to: Repair the Intersections of Lemmon Valley and Bivouac Roads at Fort McCoy, Wisconsin
Solicitation number: W911SA20B2010
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort McCoy

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation package includes construction drawings and specifications for repairing the intersection of Lemmon Valley and Bivouac Roads at Fort McCoy in Wisconsin. The work includes removing and replacing culverts, extending shoulders, installing erosion control measures and guardrails, grading, and placing riprap. The required products and services include culvert removal and replacement, shoulder extension, erosion control installation, guardrail installation, grading, and riprap placement. The solicitation was posted on February 19, 2020 by the Department of the Army Materiel Command Mission and Installation Contracting Command at Fort McCoy. The response due date is not provided.

View the file

Other files

File	Type	Posted
W911SA20B2010 Bid Abstract.pdf	PDF	Mar 24, 2020
W911SA20B2010 Site Visit Sign In Sheet.pdf	PDF	Feb 26, 2020
W911SA20B2010 Attachment 2 Specifications.pdf	PDF	Feb 19, 2020
W911SA20B2010 Attachment 1 AT OPSEC.pdf	PDF	Feb 19, 2020
W911SA20B2010 Solicitation.pdf	PDF	Feb 19, 2020
W911SA20B2010 Attachment 5 SF24.pdf	PDF	Feb 19, 2020
W911SA20B2010 Attachment 4 Wage Determination.docx	DOCX document	Feb 19, 2020

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G0.1

Fort McCoy, Wisconsin

REPAIR INTERSECTION

LEMMON VALLEY AND BIVOUAC ROADS

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 SHEET

G0.2 GENERAL NOTES AND LOCATION MAP

G0.3 ALIGNMENT DATA

C0.1-C0.4 CONSTRUCTION DETAILS

C1.1 REMOVAL AND OVERVIEW

C1.2 EROSION CONTROL PLAN

C1.3-C1.4 GRADING PLAN

C3.1-C3.3 CROSS SECTIONS - SOUTHWEST SHOULDER

C3.4-C3.8 CROSS SECTIONS - SOUTHEAST DITCH

REFERENCE DRAWINGS

DRAWING NUMBER DESCRIPTIONS

S.D.D. 8F1 APRON ENDWALLS FOR CULVERT PIPE

S.D.D. 8F2 APRON ENDWALLS FOR PIPE ARCH AND ELLIPTICAL PIPE

S.D.D. 14B42

MIDWEST GUARDRAIL SYSTEM (MGS) GUARDRAIL

S.D.D. 14B44

MIDWEST GUARDRAIL SYSTEM ENERGY ABSORBING TERMINAL (MGS)

S.D.D. 15C5

TRAFFIC CONTROL, ADVANCED WARNING SIGNS 40 M.P.H. OR LESS, TWO WAY

UNDIVIDED ROAD OPEN TO TRAFFIC

S.D.D. 15C12 TRAFFIC CONTROL FOR LANE CLOSURE WITH FLAGGING OPERATION

S.D.D. 15D28

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

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.

Q I

A T M

1 6

Cataract

Leon

Oakdale

Lemonweir

Be ar

Cr.

W yman

Cr.

Sparta Cr.

K ic ka po o R.

Fish

Bi g

Be av er C r.

Cr.

StillwellCr.

Tarr

LaCrosse R.

Silver

Cr.

La C ro ss e

Squaw

Cr.

Ranch

Cr.

PrintzCr.

Fi sh erC r.

Sp en ce r

Cr.

Soper

Cr.

Dus tin

Cr.Rathbone

Dell Hazel

Wood Alder

Tomah L.

E. Fk.

ley

Bai

Cr.

LaCrosse

Lit.

Cr.

GRANGE

OAK-

RIDGE-

VILLE

Ridgeville

Le m on w ei r

Corners Four

RIVER ST. TRAIL

LA CROSSE

ELROY

SPARTA

STATE

TRAIL

G0.2

LOCATION MAP

GENERAL NOTES

G0.3

C0.1

C0.2

C0.3

16' NOR.

VAR.

4:1 NOR.

2' MIN.

GEOTEXTILE TYPE HR

VAR.

RIPRAP MEDIUM 18" MIN. 18" MIN.

DETAIL OF RIPRAP MEDIUM DITCH

SECTION A-A

SECTION B-B

A A

B B

APRON ENDWALL

GEOTEXTILE TYPE HR

VAR.VAR.

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

RIPRAP DETAIL AT CULVERT ENDWALLS

4:1 NOR.

AS REQUIRED BY SPECIFICATIONS

DETAIL OF RIPRAP LAYOUT

C0.4

DETOUR

M4-9R 30"X24"

DETOUR

M4-9L 30"X24"

R11-2

CLOSED

ROAD

TYPE III BARRICADE

R11-2 48" X 30"

DETOUR

M4-9L 30"X24"

DETOUR

M4-9R 30"X24"

R11-2

CLOSED

ROAD

TYPE III BARRICADE

R11-2 48" X 30"

DETOUR

M4-9L 30"X24"

DETOUR

M4-9R 30"X24"

DETOUR

M4-9R 30"X24"

DETOUR

M4-9L 30"X24"

AHEAD

DETOUR

W 20-2A

AHEAD

DETOUR

W 20-2A

AHEAD

DETOUR

W 20-2A

AHEAD

DETOUR

W 20-2A

DETOUR

M4-9R 30"X24" 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 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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/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/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/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/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

C1.1

Scale: 1:50

PLAN

NOTES:

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.

INSTALL CENTERLINE AND EDGELINE PAVEMENT MARKINGS TO MATCH EXISTING

MARKINGS.

SEE GRADING PLAN FOR CULVERT INFORMATION, GRADING CONTOURS, AND

SLOPE INTERCEPTS.

PAVEMENT STRUCTURE FOR ASPHALT PATCHES FOR CULVERT REMOVAL AND

REPLACEMENT SHALL MATCH THAT SHOWN IN THE TYPICAL SECTIONS FOR THE

SOUTHWEST QUADRANT SHOULDER EXTENSION.

W1-1R 36"X36" http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/wseries/W1-1.pdf

C1.2

Scale: 1:30

GRADING PLAN

NOTES:

SEE GRADING PLAN FOR CULVERT INFORMATION, GRADING CONTOURS, AND

SLOPE INTERCEPTS.

SEE REMOVAL AND OVERVIEW SHEET FOR TREE CLEARING AND OTHER

REMOVALS WITHIN PROJECT AREA.

SEE GRADING PLAN AND REMOVAL AND OVERVIEW SHEET FOR ASPHALT PATCH

INFORMATION.

C1.3

Scale: 1:20

GRADING PLAN

C1.4

Scale: 1:20

GRADING PLAN

C3.1

C3.2

C3.3

C3.4

C3.5

C3.6

C3.7

C3.8

STEEL ROD

ROLLED SNUGLY AGAINST

EDGE OF SIDEWALL SHEET

SHEET

SIDEWALL

APRON

CATION OF THE END SECTION

AND RIVETS PRIOR TO FABRI-

TUBING SLIPPED OVER SHEET

STEEL OR 0.075" THICK ALUM.

1" O.D. X 0.079" THICK GALV.

�" R. �" R.

�" (APPROX.)

SIDEWALL SHEET

OUTSIDE OF APRON

GENERAL NOTES

@ 6" C-C

�" DIA. RIVETS SPACED

LENGTH OF RIVET = 0.78"

SPACED AT 6" C-C. OVER-

ALUM. BUTTONHEAD RIVETS

�" DIA. X �" GALV. STEEL OR

SECTION A-A

SLOPE

SHOULDER

SLOPE

DIA.

LINE

FLOW

PLATE

END CORNER

W + 22"

2" 8"

DIA.

FOR ON THE PLANS

BE FURNISHED WHEN CALLED

AND METAL AS APRON) SHALL

TOE PLATE (SAME THICKNESS

A W A

DIA.

L 2

SECTION A-A)

EDGE (SEE

REINFORCED

A A

END VIEW

SIDE ELEVATION

PLAN VIEW

�" DIA. HOLES FOR

BOLTS OR RIVETS

12" C-C MAX. SPACING

METAL ENDWALLS

STEEL ALUM.

(\1 �")(\1") (MAX.)

(\1")

H L

(\2")

DIMENSIONS (Inches)

APPROX.

SLOPE

BODY

MIN. THICK.

(Inches)

.064

.079

.109

.060

.075

.105

.109

2�to 1

1 Pc.

3 Pc.

2 Pc.

3 Pc.

PIPE

DIA.

(IN.)

METAL APRON ENDWALLS

.109

.105

6 6 21 12 17� 24

8 26 21� 30

10 31 15 28� 36

4229�3612

4837�4113

16 51 18 52� 60

14 19 9 60 24 59� 72

16 22 11 69 75� 84

18 27 12 78 24 81 90

18 30 12 84 30 85� 102

18 33 12 87 114

18 36 12 87 120

.109

.105

2 Pc.

3 Pc.

2 to 1126

35 1�to 1

1�to 1

2 to 1

2�to 1

DESIGN

OPTIONAL

PLAN

END VIEW

LONGITUDINAL SECTION

1 �" R

TONGUE END ON INLET END SECTION

GROOVED END ON OUTLET END SECTION

END SECTION

REINFORCEMENT

BAR OR STEEL FABRIC

SLOPE

NEAREST FOOT)

OF CULVERT (TO

MEASURED LENGTH

CULVERT

AMETER

DIMENSIONS (Inches)

APPROX.

SLOPEAT C D E

3 to 1

REINFORCED CONCRETE APRON ENDWALLS

3 to 1

2 to 1

1�to 1

2 to 1

598�- 100

72�

73�

97�

111�

33�-35

48�

37�

19�

34�

21-27

72-78

43�

49�

90�

24-30

9�

10�

30-35

24-36

2�

3�

4�

5�

6�

7�

PIPE

DIA.

(IN.)

MINIMUM �" DIA. GALV. STEEL ROD

OR NO. 4 GALV. REINFORCING BAR

INSTEAD OF STEEL ROD REINFORCEMENT. SEE SECTION A-A.

DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON

THIS DRAWING SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE

STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS.

TOGETHER

THE SURFACES TIGHTLY

WELDS WHICH WILL HOLD

OR RESISTANCE SPOT

PROPER BY BOLTS, RIVETS,

BE FASTENED TO APRON

END CORNER PLATES MAY

CONCRETE ENDWALLS

PIPE

CONNECTOR

LUG

MEASURED LENGTH

OF CULVERT

THREADED �" DIA. ROD

AROUND CULVERT & THROUGH

TANK TYPE CONNECTOR LUG

OR ALTERNATE CONNECTOR

STRAP (SEE DETAIL)

FOR 12" THRU 24" CORR. PIPE

ROD HOLDER

MEASURED LENGTH

OF CULVERT

THREADED �" DIA. ROD

OVER TOP OF APRON, SIDE

LUGS TO BE RIVETED TO

APRON

12"

RIVETED OR

BOLTED

CONNECTOR

SECTION

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 19, 2020.