W911SA21Q2003 Attachment 2 Drawings.pdf

1 MB Posted

Attached to
Correct Water Runoff B8061 Fort McCoy, WI
Solicitation number
W911SA21Q2003
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W911SA21Q2003 Attachment 5 SF24.pdf PDF
W911SA21Q2003 Attachment 3 Specifications.pdf PDF
W911SA21Q2003 Attachment 1 AT OPSEC.pdf PDF
W911SA21Q2003 Attachment 4 Wage Determination.docx DOCX document
W911SA21Q2003 Solicitation.pdf PDF

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G0.1

Fort McCoy, Wisconsin

REPAIR DAINAGE ISSUES

BUILDING 8061

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.

47-018-1879

Work Order 2634

Sheet List Table

Sheet Number Sheet Title

G0.1 COVER SHEET

C1.0 SITE PLAN

C2.0 DETAILED SITE PLAN

S3.0 REINFORCED CONCRETE DETAILS

S3.1 CONCRETE AND RAIL DETAILS

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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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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 P1879

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JWA

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MJR

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AutoCAD SHX Text 13/11/2020

AutoCAD SHX Text FORT McCOY, WISCONSIN

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REPAIR DAINAGE ISSUES

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BUILDING 8061

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RMS

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COVER SHEET

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CP #2

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EL. 885.07

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EL. 899.56

CP #3

EL. 885.07

BM

BM #3

SPIKE IN POWER POLE

LOCATION ONLY

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TNH

LOCATION ONLY

EL 885.84

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E l e v a t i o n

E l e v a t i o n

Station

880.00

885.00

890.00

895.00

900.00

880.00

885.00

890.00

895.00

900.00

0+00.00 0+75.43

0+00.00 0+10.00 0+20.00 0+30.00 0+40.00 0+50.00 0+60.00 0+70.00 0+75.43

E l e v a t i o n

E l e v a t i o n

Station

880.00

885.00

890.00

895.00

900.00

880.00

885.00

890.00

895.00

900.00

0+00.00 0+75.43

0+00.00 0+10.00 0+20.00 0+30.00 0+40.00 0+50.00 0+60.00 0+70.00 0+75.43

C1.0

Scale: 1" = 20'

B 8061 SITE PLAN

KEY NOTES

REMOVE EXISTING DECK SURFACE, STAIRS AND SUPPORTS

TO CREATE A WORK SPACE FOR NEW WALL. RE-ASSEMBLE

DECK SURFACE TO MATCH THE TOP OF THE NEW WALL AND

THE DECK ALIGNMENT THAT EXISTED PRIOR TO

CONSTRUCTION AND AFTER WALL IS IN PLACE AND

BACKFILLED.

NEW CONCRETE RETAINING WALL.

REMOVE EXISTING CONCRETE WALK AND INSTALL NEW

CONCRETE RAMP WITH HANDRAILS.

Scale: 1" = 10' VERT 1" = 10 HORIZ'

PROFILE

C

C

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BM#2 X ON CONC. BOLLARD LOCATION ONLY EL. 900.84

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BOTTOM FLOOR (WALK-OUT) EL. 888.08

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CP#1 EL. 896.40

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SLOPE INTERCEPT

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INSTALL 4" THICK CONCRETE SLAB (UNDER TIMBER DECK)

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EXISTING GROUND SURFACE

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TOP OF PROPOSED CONCRETE RAMP

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4" THICK CONCRETE SLAB

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4" THICK CONCRETE SLAB

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4" THICK COMPACTED AGG. BAASE

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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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DPW FORT MCCOY, WI

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DPW

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JWA

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MJR

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REPAIR DAINAGE ISSUES

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BUILDING 8061

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RMS

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Scale: 1"-5'

SITE PLAN

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PLACE EXPANSION JOINT FILLER ALONG ALL SURFACES WHERE NEW CONCRETE IS PLACED.

AutoCAD SHX Text RAISE CONDENSER AND CREATE LEVEL PAD IN NEW CONCRETE 18" LARGER IN LENGTH AND WIDTH OF CONDENSER DIMENSIONS.

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UPPER WALL

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LOWER WALL MATCH TOP OF WALL TO TOP OF CONC. PIER EL.

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SLOPE INTERCEPT

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PLACE EXPANSION JOINT SEE SHEET S3.1

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PLACE CONTROL JOINT SEE SHEET S3.(TYP. PERP TO EXPANSION JOINT)

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PLACE EXPANSION JOINT. SEE SHEET S3.1

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EXISTING PIER (TYP.)

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4" DIA. CORRUGATED HDPE PIPE WITH RODENT GUARD

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MATCH TO EXISTING CONCRETE.

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HANDRAIL (TYP. EACH SIDE).

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REPLACE DISTURBED RIP RAP AFTER CONSTRUCTION

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PLACE 4" THICK CONCRETE (TYP.)

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EXPANSION JOINT SEE SHEET S3.1

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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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MOD REQUEST # - DESCRIPTION

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MOD #

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DATE

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DPW FORT MCCOY, WI

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DPW

AutoCAD SHX Text P1879

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JWA

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MJR

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REPAIR DAINAGE ISSUES

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BUILDING 8061

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RMS

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B 8061 DETAILED SITE PLAN

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S3.0

#5 @ 12" OC

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#5 @ 12" OC

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TYP.

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4" THICK CONCRETE WALK

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4" THICK AGGREGATE BASE

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COMPACTED GRANULAR FILL

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4" THICK CONCRETE SLAB

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4" DIA. PERFORATED CORRUGATED HDPE TUBING

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RE-ASSEMBLE TIMBER DECKING

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#5 @ 12" OC

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TYP.

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#5 @12" OC

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4" THICK CONCRETE PAVEMENT

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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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CONCRETE DETAILS

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UPPER WALL SECTION

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LOWER WALL SECTION

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WALL SECTION

S3.1

BUILDING WALL

AutoCAD SHX Text BITUMASTIC WATERSTOP PLACE IN CENTER OF SLAB. SECURE IN PLACE WITH ADHESIVE PER MANUFACTURER'S INSTRUCTIONS.

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SLOPE CONCRETE 3" AWAY FROM BUILDING

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4" WIDE KICK PLATE " THICK18" THICK

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1 " DIA. GALVANIZED HANDRAIL14" DIA. GALVANIZED HANDRAIL

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PREMOULDED EXPANSION

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SLOPE CONCRETE AWAY FROM BUILDING MATCH TO EXISTING GROUND

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BUILDING SIDING

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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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COVER SHEET

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HANDRAIL DETAIL

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CONCRETE SLAB AT BUILDING WALL

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CONCRETE EXPANSION JOINT

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CONCRETE CONTROL JOINT

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SECTION - BUILDING

G0.1 COVER SHEET-G0.1 COVER SHEET
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G0.1 COVER SHEET
C1.0 SITE PLAN-C1.0 SITE PLAN
Sheets and Views
C1.0 SITE PLAN
C2.0 DETAILED SITE PLAN-C2.0 DETAILED SITE PLAN
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C2.0 DETAILED SITE PLAN
S3.0 REINFORCED CONCRETE DETAILS-S3.0 REINFORCED CONCRETE DETAILS
Sheets and Views
S3.0 REINFORCED CONCRETE DETAILS
S3.1 CONCRETE AND RAIL DETAILS-S3.1 CONCRETE AND RAIL DETAILS
Sheets and Views
S3.1 CONCRETE AND RAIL DETAILS

File details come from the government source that posted it. Updated .