W911SA20B2011 Attachment 3 Drawings.pdf

PDF 1 MB Posted Mar 13, 2020

Attached to: Fencing IDIQ Fort McCoy WI Federal contract opportunity
Solicitation number: W911SA20B2011
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort McCoy

About this file

Written by GovTribe AI · Dec 29, 2023

This document package includes drawings and specifications for a fencing indefinite delivery indefinite quantity (IDIQ) contract at Fort McCoy in Wisconsin. The drawings show details for various fence and gate configurations including chain link fencing, barbed wire and concertina wire mounting, cantilever and swing gates, timber posts and cable fencing, and road closure gates. Specifications cover required materials, dimensions, concrete footings, and installation notes. The related federal contract opportunity is for the Fort McCoy fencing IDIQ for fiscal years 2020 through 2023 to be awarded by the Department of the Army Materiel Command Mission and Installation Contracting Command at Fort McCoy. The solicitation was posted on March 13, 2020.

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Other files for this federal contract opportunity

Other files attached to Fencing IDIQ Fort McCoy WI, newest first.
File	Type	Posted
W911SA20B2011 Bid Abstract.pdf	PDF	Apr 30, 2020
MDM Screen Capture.JPG	JPG image	Apr 30, 2020
Broadway Screen Capture.JPG	JPG image	Apr 30, 2020
W911SA20B2011 Solicitation Amendment 0003.pdf	PDF	Apr 20, 2020
W911SA20B2011 Attachment 7 Minimum Guaruntee Project Drawings.pdf	PDF	Apr 2, 2020
W911SA20B2011 Solicitation Amendment 0002.pdf	PDF	Apr 2, 2020
W911SA20B2011 Solicitation Amendment 0001.pdf	PDF	Mar 23, 2020
W911SA20B2011 Attachment 2 Specifications.pdf	PDF	Mar 13, 2020
W911SA20B2011 Attachment 4 Wage Determination.docx	DOCX document	Mar 13, 2020
W911SA20B2011 Solicitation.pdf	PDF	Mar 13, 2020
W911SA20B2011 Attachment 5 Bid Schedule.xls	XLS spreadsheet	Mar 13, 2020
W911SA20B2011 Attachment 6 SF 24.pdf	PDF	Mar 13, 2020
W911SA20B2011 Attachment 1 AT OPSEC.pdf	PDF	Mar 13, 2020

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GENERAL UTILITY 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.

Fencing IDIQ Contract

47-018-1731

SHEET INDEX:

G0.1 - COVER SHEET

A-1 - GATE DETAILS

FY 2020 - FY 2023

G0.1

Fort McCoy, Wisconsin

A-2 - FENCING DETAILS

A-3 - BACKSTOP DETAILS

A-4 - TIMBER POST AND CABLE DETAILS

A-5 - ROAD CLOSURE GATE DETAILS

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SHEET NUMBER:

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MARK

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MOD REQUEST # - DESCRIPTION

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AutoCAD SHX Text FORT McCOY

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2171 SOUTH 8TH AVE.

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FORT MC COY, WI 54656

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MOD #

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DATE

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DPW FORT MCCOY, WI

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DIRECTORATE OF PUBLIC WORKS

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COVER SHEET

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DPW

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JULY 2019

AutoCAD SHX Text 47-018-1731

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FENCING IDIQ CONTRACT

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FY 2020- FY 2023

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text 47-018-1731

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.

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. 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.

GENERAL UTILITY NOTES

A-1

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GRADE

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CATCHPOST

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POST SET 48" IN CONCRETE

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NEW GATE OPERATOR

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DRIVE CHAIN

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NEW DRIVE CHAIN

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TYPICAL CANTILEVER GATE

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VIEW FROM INSIDE

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PLAN VIEW

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CARD READER

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OPTIONAL CARD READER

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BOLLARDS

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OPENING VARIES

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FROM 20' TO 35'

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SCALE: NONE

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SEE NOTE 1

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SEE NOTE 1

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SEE NOTE 1

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WELD ON STABILIZER BAR THROUGHOUT LENGTH OF GATE

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PLACE YELLOW STROBE. MIN. HEIGHT SHALL BE ABOVE THE TOP STRAND OF BARB WIRE.

AutoCAD SHX Text PLACE #4 HOOPS AT 8" CENTERS. MAINTAIN 3" COVER. PLACE #4 VERTICAL BARS WITH 6 EQUAL SPACES.

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REFLECTOR WITH PROTECTIVE COVER.

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MOTION SENSOR MOUNT APP. 6-8" ABOVE GROUND W/ COVER.

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MAINTAIN 6-8" CLEARANCE

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FROM BOTTOM OF GATE TO

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EXISTING GROUND.

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DOUBLE GATE ELEVATION

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SEE NOTE #2

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DOUBLE GATE PLAN

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SEE

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NOTE 1

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SEE

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NOTE 1

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SEE NOTE #3

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SINGLE GATE ELEVATION

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SINGLE GATE PLAN

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NOTE

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SEE

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SEE

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NOTE 1

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SEE

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NOTE 1

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ACTUAL DIM

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UPRIGHT HT (U)

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SINGLE 0R DOUBLE SWING GATES

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NOM HEIGHT (H)

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NOM HT INCLUDING

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BARBED WIRE

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ACTUAL DIM

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FRAME HT (F)

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NOM HEIGHT (B)

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BAR LENGTH

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1. CONCRETE DIA. SHALL BE 4 TIMES THE DIA. OF

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2. CENTER UPRIGHT REQUIRED ON GATES 8'-0"

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& WIDER.

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SINGLE SWING GATES

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2.875" OD

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GATE POSTS

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SIZES

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4" OD

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4" OD

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THROUGH

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THROUGH

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OPENING

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THROUGH

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FACE TO FACE

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FOR GATE POSTS:

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FOR GATE POSTS:

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POST TO UPRIGHT

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HINGE SPACE

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FOR GATE POSTS:

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THE POST. REINFORCEMENT ONLY REQUIRED AT CANTILEVER GATES UNDER THE ROLLERS.

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NOTES:

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DOUBLE SWING GATES

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6.625" OD

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2.875" OD

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4" OD

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SIZES

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GATE POSTS

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THROUGH

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THROUGH

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OPENING

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FACE TO FACE

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THROUGH

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FOR GATE POSTS:

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FOR GATE POSTS:

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HINGE SPACE (S)

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POST TO UPRIGHT

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FOR GATE POSTS:

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3. DOUBLE SWING GATES LATCHES SHALL CONSIST OF A COMMERCIAL GRADE DOUBLE GATE LATCH, BOLTED THROUGH VERTICAL MEMBER, .

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IN ADDITION TO "U" BOLTS.

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GRADE

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SEE NOTE 1

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CARD READER

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CARD READER DETAIL

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GRADE

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OPERATOR FRONT VIEW DETAIL

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SAFETY SWITCH

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OPERATOR

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SEE NOTE 1

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BOLLARD DETAIL

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REINFORCEMENT

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FILL POST

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WITH CONCRETE.

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SAFETY YELLOW PVC OR HDPE COVER

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OVER 6" DIA. SCHEDULE 40 STEEL PIPE.

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6" DIA. SCHEDULE 40 STEEL PIPE.

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PROVIDE CROWNED SURFACE 1 INCH ABOVE

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FINISHED GROUND SURFACE.

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FINISHED GROUND SURFACE.

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CONCRETE FOOTING

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SEE NOTE 1

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BOLLARD DETAIL WILL BE USED AS

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REQUIRED ON TASK ORDERS WHEN NEEDED.

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FAX: (608) 388-7575

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SHEET NUMBER:

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MARK

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MOD REQUEST # - DESCRIPTION

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AutoCAD SHX Text McCOY PUBLIC WORKS

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PHONE: (608) 388-3080

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MOD #

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DATE

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DPW FORT MCCOY, WI

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FENCING

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IDIQ CONTRACT FY 2020 - FY 2023

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text 48-018-1731

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J. ADAMS

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JWA

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RMS

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JULY 2019

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GATE DETAILS

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DMC

GATE SINGLE OR DOUBLE SWING

SIZE AS REQUIRED

MULTIPLES OF 10'

WITH TOP RAIL

AND BOTTOM RAIL WHEN

SPECIFIED.

6 STRANDS 4 POINT

BARBED WIRE 3 EACH

ARM

" TRUSS ROD

MINIMUM

REINFORCING WIRE

BRACE

TOP RAIL WITH

WIRE TIES

" X 10'-0" COPPER WELD GROUND ROD

WITH #2/0 BARE CONDUCTOR CLAMPED

TO POST AND ROD

CONCRETE

SEE NOTE 1

CONCRETE

SEE NOTE 1

CONCRETE

SEE NOTE 1

BARBED TAPE CONCERTINA WIRE TWO COILS SPIRALED IN OPPOSITE DIRECTIONS

(WHERE REQUIRED BY DELIVERY ORDER).

S.S. BARBED TAPE CONCERTINA

BOTH TAPE COILS TIED TO

TOP OF BARBED WIRES AT

EVERY SPIRAL TURN ON

BOTH SIDES OF OUTRIGGER.

DOUBLE ARM GATE , FENCE AND CONCERTINA WIRE MOUNTING DETAILS

A-2

BOTTOM RAIL

(WHEN SPECIFIED)

CONCRETE

SEE NOTE 1

3 STRANDS 4 POINT

BARBED WIRE

A-2

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.

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. 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.

GENERAL UTILITY NOTES

NOTES:

1. CONCRETE DIA. SHALL BE 4 TIMES THE DIA. OF THE POST.

2. IF LINE POSTS IN CONCRETE ARE REQUIRED,

THEY WILL BE SPECIFIED IN EACH TASK ORDER.

SINGLE ARM AND BARBED WIRE MOUNTING DETAILS

A-2

3. IF BOTTOM RAILS ARE REQUIRED,

THEY WILL BE SPECIFIED IN EACH TASK ORDER.

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FENCE SECTION ELEVATION

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TURNBUCKLE

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TENSION BAR

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TRUSS ROD

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ADJUSTABLE

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END POST

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POST TOP

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1.66" OD

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BOTTOM SELVAGE

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KNUCKLED

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BRACE RAIL

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RAIL TIE

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CHAIN LINK FABRIC,

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LINE POST TIE

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LINE POST

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1.66" OD

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TOP RAIL

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TENSION

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WIRE

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LOOP CAP

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LINE POST

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DRIVEN POST

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CONCRETE

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SEE NOTE 1

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CONCRETE

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SEE NOTE 1.

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SEE NOTES 1 AND 2

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PULL/CORNER POST ASSEMBLY

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TURNBUCKLE

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TENSION BAR

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TRUSS ROD

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ADJUSTABLE

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POST TOP

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PULL & CORNER POST

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1.66" OD

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BOTTOM SELVAGE

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KNUCKLED

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BRACE RAIL

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RAIL TIE

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CHAIN LINK FABRIC,

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LINE POST TIE

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(ROUND OR "C")

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LINE POST

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1.66" OD

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TOP RAIL

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LOOP CAP

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LINE POST

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TURNBUCKLE

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TENSION BAR

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TRUSS ROD

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ADJUSTABLE

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BOTTOM SELVAGE

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KNUCKLED

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RAIL TIE

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CHAIN LINK FABRIC,

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TENSION

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WIRE

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LOOP CAP

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LINE POST

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DRIVEN POST

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DRIVEN POST

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CONCRETE

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SEE NOTE 1.

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CONCRETE

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SEE NOTE 1

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CONCRETE

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SEE NOTE 1.

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BOTTOM RAIL

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SEE NOTE 2

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SEE NOTE 2.

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BAR LENGTH

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FENCE HEIGHT

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NOM HT INCLUDING

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BARBED WIRE

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HEIGHT ABOVE GRADE

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UPRIGHT END & CORNER POSTS

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BAR LENGTH

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HEIGHT ABOVE GRADE

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CORNER POSTS WITH CORNER ARM

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AutoCAD SHX Text 8'-0 5/8"

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HEIGHT ABOVE GRADE

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LINE POSTS

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BAR LENGTH

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SHEET NUMBER:

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MARK

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MOD REQUEST # - DESCRIPTION

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PHONE:

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MOD #

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DATE

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DPW FORT MCCOY, WI

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J.ADAMS

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JWA

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RMS

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JULY 2019

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FENCING DETAILS

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FENCING

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IDIQ CONTRACT FY 2020 - FY 2023

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text 48-018-1731

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. 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.

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.

A-3

NOTES:

1. CONCRETE DIA. SHALL BE 4 TIMES THE DIA. OF THE POST.

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OD POST

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ROOF MEMBERS

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2" OD

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TURNBUCKLE

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TRUSS ROD

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2" OD

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RAILS (TYP)

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(ROOF PANELS)

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CHAIN LINK FABRIC

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2" - 9 GA

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2" OD

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ROOF MEMBERS

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ELEVATION

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PLAN

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SYM ABT CTR

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2"- 9 GA

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CHAIN LINK FABRIC

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(LOWER PANELS)

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2" OD

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RAILS (TYP)

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SEC A

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GRADE

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FABRIC

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CHAIN LINK

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CHAIN LINK

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FABRIC

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2" OD ROOF MEMBERS

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4" OD POST

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CONCRETE SEE NOTE 1

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CONCRETE SEE NOTE 1

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CONCRETE SEE NOTE 1

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SHEET NUMBER:

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MARK

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MOD REQUEST # - DESCRIPTION

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AutoCAD SHX Text G

AutoCAD SHX Text F

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AutoCAD SHX Text D

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AutoCAD SHX Text A

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AutoCAD SHX Text McCOY PUBLIC WORKS

AutoCAD SHX Text FORT McCOY, WI.

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PHONE:

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MOD #

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DATE

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DPW FORT MCCOY, WI

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J.ADAMS

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JWA

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RMS

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JULY 2019

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BACKSTOP DETAILS

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FENCING

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IDIQ CONTRACT FY 2020 - FY 2023

AutoCAD SHX Text FORT McCOY, WISCONSIN

48-018-1731

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. 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.

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.

A-4

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GRADE

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10" EYE BOLT CONNECTED WITH WASHER AND NUT

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CABLE CONNECTED TO EYE BOLT WITH CLAMPS

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2-1/2" MAXIMUM SAG

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6"X8"X6' TREATED POST

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7/8" DIA HOLES

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TYPICAL POST AND CABLE DETAIL

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NOT TO SCALE

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58" DIA. WIRE ROPE BY 6 X 19 STRANDS.

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MARK

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MOD REQUEST # - DESCRIPTION

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AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

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AutoCAD SHX Text A

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AutoCAD SHX Text McCOY PUBLIC WORKS

AutoCAD SHX Text FORT McCOY, WI.

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PHONE:

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MOD #

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DATE

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DPW FORT MCCOY, WI

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AutoCAD SHX Text D

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J.ADAMS

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JWA

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RMS

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JULY 2019

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TIMBER POST AND CABLE

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FENCING

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IDIQ CONTRACT FY 2020 - FY 2023

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text 48-018-1731

DETAILS

1/4"

1/8"

1/4"

1/8"

(TYP)

18"

1" TYP

3/4" DIA.

HOLE

1" HOLE

2" DIA. GALV.

STEEL PIPE

ROAD OR FINISH GRADE

30"x30" OCTAGON

3" DIA. SCH. 40 GALV.

STEEL PIPE

3 1/2" DIA x 1/2"

THICK GALV

PLATE WELD

TO PIPE

(TYP.)

1/4" DIA. U-BOLT

5/8" RAD.

DRILL 1/2" DIA. HOLE

BOTH SIDES FOR

STEEL CABLE, TIE

OFF WITH WIRE CLAMP

3" DIA. GALV

STEEL PIPE

2" DIA. GALV.

STEEL PIPE

3" DIA. GALV.

STEEL PIPE

5 1/2"x5 1/2"x1/2" GALV.

STEEL STIFFENER WELD

TO PIPE AND PLATE

2" DIA. GALV.

STEEL PIPE

3/4" DIA. ROD

WELD TO PLATE

3" WIDE x 9 1/2"

LONG x 1/2" THICK

GALV. PLATE

1" DIA.x 1"

LONG ROD

WELD TO PLATE

3" DIA.x 1/2"

THICK GALV

PLATE WELD TO PIPE

2" DIA. GALV.

STEEL PIPE

2" WIDE x 7" LONG x 1/2" THICK GALV

STEEL PLATE

SCALE: NONE

DETAIL

DOUBLE SWING ROAD CLOSURE GATE

SCALE: NONE

DETAIL

SCALE: NONE

DETAIL

A 5

SCALE: NONE

DETAIL

A 5

SCALE: NONE

DETAIL

SCALE: NONE

DETAIL

A 5

1/8"

TYP.

4000 PSI

CONCRETE (TYP.)

1/4"

5'-0"

4000 PSI CONCRETE (TYP)

6" DIA. BOLLARD (TYP. EACH SIDE)

GALV.

EYE BOLT

STEEL

CABLE

WRAP CABLE

THROUGH

EYE BOLT,

TIE OFF WITH

WIRE CLAMP

PROVIDE GATE KEEPER AND

POSTS FOR SWING GATES.

ALL PIPES TO BE SCHEDULE 40

GALVANIZED STEEL.

CONTRACTOR SHALL FABRICATE

ROAD CLOSURE GATE WITH A

CONFIGURATION TO PROVIDE

THE DOUBLE SWING WIDTH SHOWN

ABOVE. CONTRACTOR SHALL SUBMIT

SHOP DRAWINGS WITH PROPOSED

CONFIGURATION OF THE GATES.

COLORS USED SHALL CONSIST OF EITHER

RED, BLACK, OR SAFETY YELLOW DEPENDING

ON THE REQUIREMENTS OF THE TASK ORDER.

GATES SHALL HAVE RED/WHITE D.O.T. REFLECTIVE TAPE ON 25 PERCENT

OF EACH GATE PANEL.

2-16" LONG

" DIA.

GALV CHAIN

3-1/2" WIDE x 9 1/2"

LONG x 1/2"

THICK GALV. PLATE

NOTE STOP

30'-6"

GENERAL UTILITY 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. 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.

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.

A-5

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AutoCAD SHX Text Contract Number:

AutoCAD SHX Text Drawing code:

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MARK

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MOD REQUEST # - DESCRIPTION

AutoCAD SHX Text

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

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AutoCAD SHX Text McCOY PUBLIC WORKS

AutoCAD SHX Text FORT McCOY, WI.

AutoCAD SHX Text

PHONE:

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MOD #

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DATE

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DPW FORT MCCOY, WI

AutoCAD SHX Text SHEET of

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

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AutoCAD SHX Text D

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AutoCAD SHX Text B

AutoCAD SHX Text A

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J.ADAMS

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JWA

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RMS

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JULY 2019

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ROAD CLOSURE GATE

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FENCING

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IDIQ CONTRACT FY 2020 - FY 2023

AutoCAD SHX Text FORT McCOY, WISCONSIN

AutoCAD SHX Text 48-018-1731

AutoCAD SHX Text

DETAILS

cover sheet-G0.1 - COVER SHEET

Sheets and Views

G0.1 - COVER SHEET

SHEETS A1_A5-SHEET A1

Sheets and Views

SHEET A1

SHEETS A1_A5-SHEET A2

Sheets and Views

SHEET A2

SHEETS A1_A5-SHEET A3

Sheets and Views

SHEET A3

SHEETS A1_A5-SHEET A4

Sheets and Views

SHEET A4

SHEETS A1_A5-SHEET A5

Sheets and Views

SHEET A5

File details come from the government source that posted it. Updated Mar 13, 2020.