W911SA22B2017 Attachment 3 Drawings.pdf

PDF 986 KB Posted Oct 24, 2022

Attached to: Concrete & Gravel IDIQ at Fort McCoy, WI
Solicitation number: W911SA22B2017
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort McCoy

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Other files

File	Type	Posted
W911SA22B2017 Bid Abstract.pdf	PDF	Dec 14, 2022
W911SA22B2017 Attachment 7 SEED SOW.PDF	PDF	Nov 18, 2022
W911SA22B2017 Amendment 2.pdf	PDF	Nov 18, 2022
W911SA22B2017 Attachment 8 SEED Drawings.PDF	PDF	Nov 18, 2022
W911SA22B2017 Site visit attendee sign in roster.pdf	PDF	Nov 16, 2022
W911SA22B2017 Amendment 1.pdf	PDF	Nov 7, 2022
W911SA22B2017 Attachment 1 AT-OPSEC.pdf	PDF	Oct 24, 2022
W911SA22B2017 Attachment 4 Blank Bid Schedule.xlsx	XLSX spreadsheet	Oct 24, 2022
W911SA22B2017 Attachment 6 SF 24.pdf	PDF	Oct 24, 2022
W911SA22B2017 Attachment 2 Specifications.pdf	PDF	Oct 24, 2022
W911SA22B2017 Solicitation.pdf	PDF	Oct 24, 2022
W911SA22B2017 Attachment 5 Wage Determinaiton.pdf	PDF	Oct 24, 2022

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G0.1

CONCRETE AND GRAVEL

PAVING IDIQ

FY 2023 - FY 2025

47-018-2022

Fort McCoy, Wisconsin

Sheet List Table

Sheet Number Sheet Title

G0.1 COVER SHEET

C0.1 JOINT DETAILS A THROUGH C

C0.2 JOINT DETAILS D AND E

C0.3 DETAILS F THROUGH I

AutoCAD SHX Text H

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AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

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AutoCAD SHX Text R

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 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

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

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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DIRECTORATE OF PUBLIC WORKS

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SHEET NUMBER:

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AutoCAD SHX Text Date:

AutoCAD SHX Text Ckd by:

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AutoCAD SHX Text Work Order No

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MARK

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MOD REQUEST # - DESCRIPTION

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MOD #

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DATE

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DPW FORT MCCOY, WI

AutoCAD SHX Text SHEET of

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DPW

AutoCAD SHX Text P2022

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COVER SHEET

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GMH

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DMC

AutoCAD SHX Text 5/2022

AutoCAD SHX Text Rev.

AutoCAD SHX Text 5/5/2022

AutoCAD SHX Text 12/05/2022

AutoCAD SHX Text FORT McCOY, WISCONSIN

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CONCRETE AND GRAVEL

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PAVING IDIQ

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FY 2023 - FY 2025

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DMC

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GMH

C0.1

NOT TO SCALE

CONCRETE CURBING 30 INCH

NOT TO SCALE

CONCRETE CURBING MOUNTABLE

NOT TO SCALE

PAVEMENT TIE JOINT

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BASE COURSE

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AutoCAD SHX Text 2" R.

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3/4" MAX R.

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1/2"/FT BATTER

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CONC. SIDEWALK OR

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PLANTING AREA

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CONC. CURB AND

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GUTTER PITCH

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DIRECTION AS PER

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DELIVERY ORDER

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(SLOPE @ 3/4"/FT.)

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PAVEMENT

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SURFACE

AutoCAD SHX Text NOTE: CONCRETE CURBING 30 INCH IS THE SAME AS STATE OF WISCONSIN DOT STANDARD DETAIL FOR CONCRETE CURB AND GUTTER 30 INCH TYPE D.

AutoCAD SHX Text NOTE: CONCRETE CURBING MOUNTABLE IS THE SAME AS THE STATE OF WISCONSIN DOT STANDARD DETAIL FOR CURB AND GUTTER 6 INCH MOUNTABLE 36 INCH TYPE D.

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(SLOPE @ 3/4"/FT.)

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DELIVERY ORDER

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DIRECTION AS PER

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GUTTER PITCH

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CONC. CURB AND

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NEW PAVEMENT

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DRILL HOLE 1 3/8" DIA.,

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9 1/2" DEEP & EPOXY

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IN 1" DIA. DOWEL BARS.

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EXISTING

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PORTLAND

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CEMENT

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CONCRETE

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JOINT SEALANT SEE DETAIL BELOW.

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APPLY GREASE TO EXPOSED END OF

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DOWEL BEFORE INSTALLATION OF

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NEW PAVEMENT.

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PROVIDE 1" DIA.

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DOWEL 12" O.C.

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1. USE FOR TRANSVERSE CONTRACTION JOINTS

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WHEN REMOVING AND REPLACING DEFECTIVE

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SLABS.

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NOTES :

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2. USE FOR WHEN NEW CONCRETE PAVEMENT ABUTS

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EXISTING CONCRETE PAVEMENT

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1/2" EXPANSION JOINT FILLER

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POURED JOINT SEALANT.

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FINISHED DEPTH 1/8" TO 1/4"

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DEPTH OF SEALANT

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1 TO 1.5 TIMES THE WIDTH

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OF SEALANT RESERVOIR.

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1/2" EXPANSION JOINT FILLER

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1/2" MIN. TO 5/8" MAX.

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1/8" TO 1/4"

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INSTALLATION DETAIL

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PAVEMENT TIE JOINT SEAL DETAILS

AutoCAD SHX Text N.T.S.

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BELOW TOP OF FINISHED CONCRETE.

AutoCAD SHX Text H

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AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

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AutoCAD SHX Text R

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 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 B

AutoCAD SHX Text

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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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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MOD #

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DATE

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DPW FORT MCCOY, WI

AutoCAD SHX Text SHEET of

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DPW

AutoCAD SHX Text P2022

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JOINT DETAILS A THROUGH C

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GMH

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DMC

AutoCAD SHX Text 5/2022

AutoCAD SHX Text Rev.

AutoCAD SHX Text 5/5/2022

AutoCAD SHX Text 12/05/2022

AutoCAD SHX Text FORT McCOY, WISCONSIN

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CONCRETE AND GRAVEL

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PAVING IDIQ

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FY 2023 - FY 2025

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DMC

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C0.2

NOT TO SCALE

DOWELED CONTRACTION JOINT

NOT TO SCALE

LONGITUDINAL TIE BAR

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T= PAVEMENT

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THICKNESS

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PAINT AND OIL

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ONE END OF DOWEL

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18" LONG

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1" DIA. SMOOTH

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JOINT SEALANT WITH BACKER ROD

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SECTION

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JOINT

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DOWELS

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PLAN

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DOWELS SPACED 12" O.C.

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LANE 1

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LANE 2

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SEE DETAIL BELOW.

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DOWEL BARS

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PLACED IN DOWEL

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BASKET.

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SPACING BETWEEN

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JOINTS WILL BE

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INDICATED ON EACH

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TASK ORDER.

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SAWCUT

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COMPLETED SAWCUT JOINT

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DEPTH OF SAWCUT AS

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REQ'D FOR SEALANT

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SEALANT RECESS AND

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BACKER ROD.

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FINAL SAWCUT FOR

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JOINT SEALANT

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RESERVOIR.

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POURED JOINT SEALANT RECESSED

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NONMOISTURE ABSORPTIVE,

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NONREACTIVE BACKER ROD

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TO FIT SNUG IN JOINT.

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TO 1.5 TIMES THE WIDTH

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OF SEALANT RESERVOIR

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DEPTH OF SEALANT = 1.0

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1/2" TO 5/8"

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1/8" MIN. INITIAL SAWCUT

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1/2" TO 5/8"

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1/8" TO 1/4" BELOW TOP OF PAVEMENT.

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T = PAVEMENT THICKNESS

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DOWELED CONTRACTION JOINT SEALANT AND SAWCUT DETAILS

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T= PAVEMENT THICKNESS

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POSITION OF TIE BAR DURING FIRST PLACEMENT OF CONCRETE PAVEMENT

AutoCAD SHX Text 1" DIA. SMOOTH DOWEL, 18" LONG SPACED 18" O.C DRILLED AND EPOXY GROUTED INTO HARDENED CONCRETE.

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FIRST PLACEMENT

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SECOND PLACEMENT

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JOINT SEALANT WITH BACKER ROD

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SEE DETAIL BELOW.

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LIGHTLY GREASE END OF DOWEL BAR EXTENDING INTO FRESH CONCRETE.

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LONGITUDINAL TIE BAR SEAL DETAIL

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POURED JOINT SEALANT RECESSED

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NONMOISTURE ABSORPTIVE,

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NONREACTIVE BACKER ROD

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TO FIT SNUG IN JOINT.

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TO 1.5 TIMES THE WIDTH

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OF SEALANT RESERVOIR

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DEPTH OF SEALANT = 1.0

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1/2" TO 5/8"

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1/8" TO 1/4" BELOW TOP OF PAVEMENT.

AutoCAD SHX Text H

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AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

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AutoCAD SHX Text R

AutoCAD SHX Text H

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AutoCAD SHX Text F

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AutoCAD SHX Text D

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AutoCAD SHX Text G

AutoCAD SHX Text F

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AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

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AutoCAD SHX Text B

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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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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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MOD #

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DATE

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DPW FORT MCCOY, WI

AutoCAD SHX Text SHEET of

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DPW

AutoCAD SHX Text P2022

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JOINT DETAILS D AND E

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GMH

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DMC

AutoCAD SHX Text 5/2022

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AutoCAD SHX Text 5/5/2022

AutoCAD SHX Text 12/05/2022

AutoCAD SHX Text FORT McCOY, WISCONSIN

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CONCRETE AND GRAVEL

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PAVING IDIQ

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FY 2023 - FY 2025

AutoCAD SHX Text

DMC

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1.60"

PLAN

2.40"

MAX.

.65" 1.50"B

.45" .80"C

.90" 1.40"D

ELEVATION

TRUNCATED DOME

DETECTABLE WARNING

PATTERN DETAIL

MIN.

C0.3

NOT TO SCALE

GATE DETAIL

NOT TO SCALE

FENCE DETAIL

NOT TO SCALE

DETECTABLE WARNING PLATE

NOT TO SCALE

BOLLARD DETAIL

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GRADE

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AutoCAD SHX Text Barbed Wire

AutoCAD SHX Text Concrete

AutoCAD SHX Text Chain Link Fencing

AutoCAD SHX Text Top Rail

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GRADE

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7' HIGH FENCE WITH 3 STRANDS OF BARBWIRE

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GRADE

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OUTSIDE

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OF FENCE

AutoCAD SHX Text Concrete

AutoCAD SHX Text Chain link Fencing

AutoCAD SHX Text Barbed wire

AutoCAD SHX Text Line Post

AutoCAD SHX Text Top Rail

AutoCAD SHX Text Concrete Mow Strip (Where required on task orders) Dimensions 24" wide by 4" thick

AutoCAD SHX Text Ground Rod 6" below grade

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BOLLARD DETAIL

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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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FINISHED GROUND SURFACE.

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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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CONCRETE FOOTING

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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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DIRECTORATE OF PUBLIC WORKS

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SHEET NUMBER:

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AutoCAD SHX Text Designed by:

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MARK

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MOD REQUEST # - DESCRIPTION

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MOD #

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DATE

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DPW FORT MCCOY, WI

AutoCAD SHX Text SHEET of

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DPW

AutoCAD SHX Text P2022

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DETAILS F THROUGH I

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GMH

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DMC

AutoCAD SHX Text 5/2022

AutoCAD SHX Text Rev.

AutoCAD SHX Text 6/1/2018

AutoCAD SHX Text 12/05/2022

AutoCAD SHX Text FORT McCOY, WISCONSIN

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CONCRETE AND GRAVEL

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PAVING IDIQ

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FY 2023 - FY 2025

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DMC

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JWA

G0.1.pdf

Sheets and Views

G0.1 COVER SHEET

C0.1.pdf

Sheets and Views

C0.1 JOINT DETAILS A THROUGH C

C0.2.pdf

Sheets and Views

C0.2 JOINT DETAILS D AND E

C0.3.pdf

Sheets and Views

C0.3 DETAILS F THROUGH I

File details come from the government source that posted it. Updated Oct 24, 2022.