W911SA22B2017 Attachment 8 SEED Drawings.PDF

PDF 427 KB Posted

Attached to
Concrete & Gravel IDIQ at Fort McCoy, WI
Solicitation number
W911SA22B2017
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Other files

File Type Posted
W911SA22B2017 Bid Abstract.pdf PDF
W911SA22B2017 Attachment 7 SEED SOW.PDF PDF
W911SA22B2017 Amendment 2.pdf PDF
W911SA22B2017 Site visit attendee sign in roster.pdf PDF
W911SA22B2017 Amendment 1.pdf PDF
W911SA22B2017 Attachment 1 AT-OPSEC.pdf PDF
W911SA22B2017 Attachment 3 Drawings.pdf PDF
W911SA22B2017 Attachment 4 Blank Bid Schedule.xlsx XLSX spreadsheet
W911SA22B2017 Attachment 6 SF 24.pdf PDF
W911SA22B2017 Attachment 2 Specifications.pdf PDF
W911SA22B2017 Solicitation.pdf PDF
W911SA22B2017 Attachment 5 Wage Determinaiton.pdf PDF
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Fort McCoy, Wisconsin

CONCRETE IDIQ FY12-FY16

SEED PROJECT - REPAIR

PRECISION DRIVING COURSE

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.

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2171 SOUTH 8TH AVE.

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FORT MC COY, WI 54656

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DIRECTORATE OF PUBLIC WORKS

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DATE

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DPW FORT MCCOY, WI

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DPW

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COVER SHEET

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GMH

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DMC

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CONCRETE IDIQ FY12-FY16

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SEED PROJECT - REPAIR

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PRECISION DRIVING COURSE

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INSTALL EXPANSION

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JOINT & JOINT SEALER

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AT JOINT WITH EXISTING

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CONCRETE SLAB

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SAW-CUT EXISTING ASPHALT AT

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INTERSECTION TO MAKE A CLEAN

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JOINT WITH NEW CONCRETE

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SAW-CUT EXISTING ASPHALT AT

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THIS APPROXIMATE LOCATION TO

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MAKE A CLEAN JOINT WITH NEW

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CONCRETE

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EXISTING "RAIL CROSSING" TO REMAIN

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EXISTING BOLLARDS TO REMAIN.

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SEE SPECIFICATION 01-12-30 (0052).

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EXISTING PRACTICE DOCK TO

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REMAIN. SEE SPECIFICATION

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EXISTING SANITARY SEWER

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EXISTING TWISTED PAIR COPPER

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COMMUNICATIONS UTILITY LINE

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REMOVE ALL EXISTING CHIP SEALED PAVEMENT

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AND EXCAVATE DOWN TO 16" BELOW SURFACE,

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2'-0" HORIZONTALLY BEYOND PAVED SURFACE.

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PREPARE SUB-BASE AND PROVIDE 8" COMPACTED

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GRAVEL BASE COURSE 2'-0" BEYOND PAVED

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SURFACE, AND 8" CONCRETE DRIVING SURFACE

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WITH DOWELED CONTRACTION JOINTS SPACED AT

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17'-6". SEE SPECIFICATION 01-12-30 (0052).

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EXISTING WATERMAIN

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(TYPICAL FOR ALL)

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SEE SPECIFICATION 01-12-30 (0052).

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PROVIDE COMPACTED GRAVEL SHOULDER

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ON BOTH SIDES OF PAVEMENT FOR ENTIRE

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LENGTH OF AREA PAVED. FILL ALL DISTURBED

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AREAS WITH CLEAN BLACK DIRT AND SEED

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PER SPECIFICATIONS.

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SAW-CUT CONCRETE AT DOWELED CONTRACTION

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JOINTS AND FILL WITH EXPANSION JOINT

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MATERIAL AND SEAL WITH JOINT SEALER.

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2171 SOUTH 8TH AVE.

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FORT MC COY, WI 54656

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DIRECTORATE OF PUBLIC WORKS

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SHEET NUMBER:

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MARK

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MOD REQUEST # - DESCRIPTION

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DATE

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DPW FORT MCCOY, WI

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DPW

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PRECISION DRIVING COURSE

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GMH

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DMC

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CONCRETE IDIQ FY12-FY16

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SEED PROJECT - REPAIR

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PRECISION DRIVING COURSE

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DMC

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SITE PLAN

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PRECISION DRIVING COURSE SITE PLAN

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GMH

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