695-21-108 _21-024-Q30_ CU501_Amend 04 20220224.pdf

PDF 1 MB Posted

Attached to
Water Main Replacement between Building 43 and Building 102 695-21-108
Solicitation number
36C25222B0013
Issued by

About this file

This document package includes construction drawings and details for a water main replacement project between Building 43 and Building 102 at the Clement J. Zablocki VA Medical Center in Milwaukee, Wisconsin. The project involves replacing approximately 1,000 linear feet of 8-inch water main and associated valves, hydrants, and services. Drawings show demolition plans, water line plans and profiles, construction details, and civil site plans. Relevant details include trench sections, hydrant and valve installations, tracer wire specifications, and service connection details.

The related federal contract opportunity is a solicitation issued by the Department of Veterans Affairs for the water main replacement project numbered 695-21-108. The solicitation involves replacing the water main as shown on the construction drawings between Building 43 and Building 102 at the Clement J. Zablocki VAMC.

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36C25222B0013 0004.docx DOCX document
695-21-108 21-024-Q30 CU201 Amend 04 20220224.pdf PDF
695-21-108 Amendment 4 Narrative-1.pdf PDF
695-21-108 21-024-Q30 CD101 Amend 04 20220224-1.pdf PDF
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31 20 00 EARTHWORK Amend 4-1.pdf PDF
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695-21-108 21-024-Q30 CS501 Amend 04 20220224.pdf PDF
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31 20 00 EARTHWORK Amend 4.pdf PDF
36C25222B0013 0004.pdf PDF
695-21-108_21-024-Q30_CD101_Amend 04 20220224.pdf PDF
695-21-108 _21-024-Q30_ CU201_Amend 04 20220224.pdf PDF
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00 01 10 TABLE OF CONTENTS Amend 4.pdf PDF
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P01 - Bid Set Drawings FINAL.pdf PDF
P07 - DB Wage Determination.docx DOCX document
P01 - Bid Set Specifications FINAL.pdf PDF
36C25222B0013_1.docx DOCX document
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Text version

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

A

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

E

Dwg. of

LocationLocation

Office of Construction and Facilities Management

PROJECT MANAGER:CONSULTANTS:

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs

© COPYRIGHT Apogee Consulting Group, P.A.Revisions: Date# Engineers Architects

Foresite Group, LLC 2128 Moores Mill Rd.

Suite C Auburn, AL 36830 o | 334.887.6064 f | 334.887.6024 w | www.foresitegroup.net

ACG Project Number 21-024

DECEMBER 1, 2021

WATER MAIN REPLACEMENT

BETWEEN BUILDING 43 AND

BUILDING 102

695-21-108

CLEMENT J. ZABLOCKI VAMC,

5000 W. NATIONAL AVENUE,

MILWAUKEE, WI 53295 FCM ZLR

43, 45, 102, & 112

BID SET

Amendment #41 2/24/2022

WATER LINE DETAILS

CU501

STANDARD WATER MAIN TRENCH SECTION

NOT TO SCALE

CU501

FIRE HYDRANT INSTALLATION

NOT TO SCALE

CU501

STANDARD GATE VALVE BOX SETTING

NOT TO SCALE

CU501

TRACER WIRE

NOT TO SCALE

CU501

WATER BRANCH SERVICE PIPE TAP

NOT TO SCALE

CU501

8"

6"

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ENCASE ENTIRE BRANCH & VALVE IN POLYETHYLENE

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CONCRETE BLOCKING

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VALVE WHERE SPECIFIED

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HYDRANT

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CONCRETE THRUST BLOCK

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CONCRETE THRUST BLOCK

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TYP.

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TRENCH

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MAIN

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VALVE WHERE SPECIFIED

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TO CENTER OF STEAMER NOZZLE PROVIDE CHAINS ON ALL CAPS

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VARIABLE

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NOTE: ALL CONNECTIONS SHALL BE RESTRAINED USING MECHANICAL JOINT RESTRAINTS

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BEDDING MATERIAL

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CONCRETE THRUST BLOCK

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DRAIN

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1/2 CU. YD. CRUSHED STONE

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BACKFILL

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BOX TOP

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INCHES

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X = SETTING

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INCHES

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PIPE DIA.

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SIDE VIEW

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FRONT VIEW

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MATERIAL

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BEDDING

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GRADE

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POLYETHYLENE WRAP

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ENCASE VALVE IN POLYETHYLENE

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AutoCAD SHX Text 1' ±

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OVERLAP

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DRY TRENCH

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WET TRENCH

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APPROVED ADHESIVE WRAP WHERE REQUIRED

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SUBGRADE

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SHEATING WHERE REQUIRED

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BACKFILL

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POLYETHYLENE WRAP WHERE REQUIRED

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BEDDING MATERIAL

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3" OF 1-1/2" GRADED CRUSHED STONE REQUIRED IN WET TRENCH

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POLYETHYLENE WRAP PER SPECIFICATIONS

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SEAL W/TAPE (TYP)

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6'-6'' MIN

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PROVIDE 18" EXTRA WIRE

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BURY 2" PVC 2' DEEP

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HYDRANT

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END CONDUIT 6" BELOW GRADE

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1/2" PVC CONDUIT

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TYPICAL MAIN OR HYDRANT VALVE

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TAPE AT 10' INTERVALS

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2" PVC CONDUIT WITH SLIP CAP OR ACCESS BOX

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EXTEND CONDUIT 3" ABOVE BREAK FLANGE. PROVIDE 24" OF EXTRA WIRE

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TAPE TO HYDRANT BARREL

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%%UNOTE:

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LOCATING WIRE SHALL BE INSTALLED AT ALL

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HYDRANTS AND VALVES.

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GRADE

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WATERMAIN

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TAPPING SLEEVE (MECHANICAL)

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VALVE BOX

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VALVE BOX BASE ADAPTER

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TAPPING VALVE

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POLYETHYLENE FILM ENVELOPE (FOR DUCTILE IRON)

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CONCRETE BLOCKING

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CONCRETE BLOCKING

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CONCRETE BLOCKING

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%%UNOTES:

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1. WATER SERVICE PIPING SHALL BE 6'-0" MIN. BELOW GRADE AND BE LEVEL WITH THE WATERMAIN.

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2. WHERE AVAILABLE, ANCHOR TEES ARE PERMITTED.

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3. COMM 82.40(8)(b) SHALL GOVERN ACCEPTABLE DISTANCES BETWEEN ANY SANITARY SEWER AND WATER SERVICE PIPING.

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4. VALVE STOP BOXES SHALL BE A MAXIMUM OF 1" ABOVE FINISHED GRADE AND SHALL BE ACCESSIBLE IN UNPAVED AREAS.

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5. VALVE STOP BOXES SHALL BE FLUSH WITH FINISHED GRADE IN PAVED AREAS.

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TRENCH WIDTH

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BEDDING MATERIAL TO BE 1/4" TO 1-1/2" GRADED CRUSHED STONE

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BEDDING MATERIAL TO BE 1/4" TO 1-1/2" GRADED CRUSHED STONE

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CONCRETE COLLAR

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GATE VALVE

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SWIVEL CONNECTOR

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PROPERTY LINE OR PERMANENT EASEMENT

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12" MIN. UNLESS OTHERWISE NOTED

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VALVE BOX

Sheets and Views
CD101 CIVIL DEMOLITION PLAN
CU201 WATER LINE PLAN & PROFILE (1 OF 2)
CU501 WATER LINE DETAILS
CS501 CIVIL PAVING AND CONSTRUCTION DETAILS (1 OF 2)

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