695-21-108_21-024-Q30_CD101_Amend 04 20220224.pdf

PDF 2 MB Posted Mar 8, 2022

Attached to: Water Main Replacement between Building 43 and Building 102 695-21-108
Solicitation number: 36C25222B0013
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

About this file

Written by GovTribe AI · Dec 27, 2023

This document package includes civil engineering drawings and specifications for a water main replacement project between several buildings at a Department of Veterans Affairs medical center. The project involves removing approximately 800 linear feet of existing 8-inch water main and replacing it with new ductile iron water main along with associated valves, fittings, hydrants and services. Demolition and removal of concrete, asphalt, curbing and other site features is also specified to facilitate the water main replacement work. Erosion control measures and traffic control plans will be implemented during construction. The contractor must coordinate work around existing utilities and ensure continuous water service to buildings is maintained throughout construction. Bids for the water main replacement project are due by March 15th, 2022, with construction anticipated to start in May 2022 following award and be complete by September 2022.

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Other files

File	Type	Posted
Notice of Intent Succeeding San Bruno CBOC - Copy.pdf	PDF	Mar 10, 2022
36C25222B0013 0004.docx	DOCX document	Mar 10, 2022
695-21-108 21-024-Q30 CU201 Amend 04 20220224.pdf	PDF	Mar 10, 2022
695-21-108 Amendment 4 Narrative-1.pdf	PDF	Mar 10, 2022
695-21-108 21-024-Q30 CD101 Amend 04 20220224-1.pdf	PDF	Mar 10, 2022
01 45 29 LAB TESTING REQUIREMENTS Amend 4-1.pdf	PDF	Mar 10, 2022
31 20 00 EARTHWORK Amend 4-1.pdf	PDF	Mar 10, 2022
695-21-108 21-024-Q30 CU501 Amend 04 20220224.pdf	PDF	Mar 10, 2022
695-21-108 21-024-Q30 CS501 Amend 04 20220224.pdf	PDF	Mar 10, 2022
PreBid Questions COR 2-24-22 1.pdf	PDF	Mar 10, 2022
01 45 29 LAB TESTING REQUIREMENTS Amend 4.pdf	PDF	Mar 8, 2022
31 20 00 EARTHWORK Amend 4.pdf	PDF	Mar 8, 2022
36C25222B0013 0004.pdf	PDF	Mar 8, 2022
695-21-108 _21-024-Q30_ CU201_Amend 04 20220224.pdf	PDF	Mar 8, 2022
695-21-108 _21-024-Q30_ CU501_Amend 04 20220224.pdf	PDF	Mar 8, 2022
695-21-108 Amendment 4 Narrative.pdf	PDF	Mar 8, 2022
PreBid Questions COR 2-24-22.pdf	PDF	Mar 8, 2022
695-21-108_21-024-Q30_ CS501_Amend 04 20220224.pdf	PDF	Mar 8, 2022
00 01 10 TABLE OF CONTENTS Amend 4.pdf	PDF	Mar 8, 2022
36C25222B0013 0003.docx	DOCX document	Feb 24, 2022
36C25222B0013 0002.docx	DOCX document	Feb 8, 2022
S04 - Site Visit Roster.pdf	PDF	Feb 8, 2022
IFB Solicitation Amendment.pdf	PDF	Jan 25, 2022
36C25222B0013 0001.docx	DOCX document	Jan 25, 2022
P01 - Bid Set Drawings FINAL.pdf	PDF	Jan 21, 2022
P07 - DB Wage Determination.docx	DOCX document	Jan 21, 2022
P01 - Bid Set Specifications FINAL.pdf	PDF	Jan 21, 2022
36C25222B0013_1.docx	DOCX document	Jan 21, 2022

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RIM 652.54

12"E 650.34

RIM 641.23

IE. 636.23

TO SUMP

(NO VIS. PIPES)

INLET

RIM 634.82

IE. 633.08

FILLED W/ DIRT

INLET

RIM 633.97

BOTTOM 627.42

FILLED W/ WATER

INLET

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10"N 625.54 12"W 627.76

RIM 635.39

10"NE 628.4±

10"SE 628.4±

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N 632.44 S 632.44 W 632.71

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ABANDONED

STEAM PER PLAN

BRINE TANK

(TO BE REMOVED)

BUILDING 43

BUILDING 45

BUILDING 112

BUILDING 49

BUILDING 50

RESEARCH

BUILDING

BUILDING 150

FISHER HOUSE

WATER PER PLAN

FLAGPOLE

EXISTING MECHANICAL

EQUIPMENT AT BASEMENT LEVEL

BM: 655.62'

NW BOLT

ON HYDRANT

BM: 641.53'

BW BOLT

ON HYDRANT

STORAGE AND

STAGING AREA

FRAME,

GRATE, &

HOOD INLET

LOD

LOD LO

LOD LOD

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GENERAL WOLCOTT BLVD

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ES B

PNL 49

VA PROJECT NUMBER

Building Number

Drawing Number

Project Title

Date Checked Drawn

Drawing Title

Approved:

B C

D E

21 4 5 6 7

321 4 5 6 7

A B

C D

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

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

CIVIL DEMOLITION PLAN

CD101

KEY PLAN

1" = 30'

SCALE IN FEET

30 15 30 60

SITE

LEGEND

EXISTING UNDERGROUND WATER LINE

EXISTING UNDERGROUND FIBER OPTIC

EXISTING UNDERGROUND GAS

EXISTING STORM

EXISTING UNDERGROUND TELEPHONE

EXISTING UNDERGROUND POWER

EXISTING SANITARY SEWER

LIMITS OF DISTURBANCE

TREE PROTECTION FENCING

EXISTING CONTOURS

EXISTING WATER MAIN TO BE REMOVED

EXISTING ASPHALT OR CONCTETE PAVING AND/OR

CONCRETE CURB AND GUTTER TO BE SAWCUT AND

REMOVED

EXISTING WATER MAIN TO BE CUT, CAPPED, AND

ABANDONED IN PLACE

XXXX

LOD LOD LOD

W W

1) ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

INSTALLED PRIOR TO ANY WORK INCLUDING DEMOLITION.

2) ALL NEW WORK SHOWN IN THESE SHEETS SHALL COMPLY WITH

APPLICABLE STATE, FEDERAL, AND LOCAL BUILDING AND UTILITY

INSTALLATION CODES.

3) ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN

ACCORDANCE WITH VA STANDARD SPECIFICATIONS.

4) THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON THESE

PLANS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

FIELD VERIFY THE LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS

OF CONSTRUCTION AND TO NOTIFY THE COR IN CASE OF

DISCREPANCIES THAT AFFECT THE CONSTRUCTION PROJECT.

5) CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT MAY

OCCUR TO ANY ADJACENT STRUCTURES OR PROPERTY, OR ANY

EXISTING STRUCTURES WITHIN LIMITS OF CONSTRUCTION THAT ARE

DESIGNATED ON THE PLANS TO REMAIN, AND SHALL REPAIR OR

REPLACE SUCH DAMAGED PROPERTY TO THE VA SATISFACTION AT

NO COST TO THE VA.

6) THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS AND

SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT OF THE VA

COR.

7) THE CONTRACTOR SHALL SEQUENCE THE WORK AND PROVIDE

TEMPORARY MEASURES AS NECESSARY TO MAINTAIN ACCESS TO

THE SITE THROUGH ALL ENTRANCES AT ALL TIMES DURING

CONSTRUCTION. TEMPORARY PROVISIONS MAY INCLUDE, BUT ARE

NOT LIMITED TO: BARRICADES, FLASHING LIGHTS, FLAGMAN,

TEMPORARY PAVEMENT, AND DIRECTIONAL SIGNAGE AS NECESSARY

TO ACCOMPLISH THE WORK.

8) CONTRACTOR SHALL CONSIDER COORDINATION ASPECTS OF

CONSTRUCTION EQUIPMENT OPERATIONS DURING DEMOLITION

ACTIVITY.

9) THE CONTRACTOR SHALL DISPOSE OF ANY HAZARDOUS

MATERIALS IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL,

STATE, AND FEDERAL LAWS.

10) ALL ITEMS DESIGNATED FOR REMOVAL SHALL BE LEGALLY

DISPOSED OF, OFF SITE.

11) CONTRACTOR TO CONTACT UTILITIES PROTECTION CENTER

PRIOR TO ANY EXCAVATION.

12) CONTRACTOR IS RESPONSIBLE FOR CONTACTING VETERANS

AFFAIRS AND ALL EXISTING UTILITY PROVIDERS BEFORE REMOVING

ANY/ALL UTILITIES FROM THEIR EXISTING LOCATION ON THE SITE.

THE CONTRACTOR SHALL PERFORM ALL UTILITY DEMOLITION OR

RELOCATION ACTIVITIES IN ACCORDANCE WITH THE EXISTING

UTILITIES SPECIFICATIONS, MATERIALS, AND REQUIREMENTS.

13) EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO

ANY CLEARING OR EARTHWORK OPERATIONS AND SHALL BE

MAINTAINED THROUGHOUT CONSTRUCTION AND UNTIL PERMANENT

GROUND COVER IS ESTABLISHED IN ALL DISTURBED AREAS.

14) THE CONTRACTOR SHALL PROVIDE DUST CONTROL AND SHALL

PROTECT ADJACENT PAVEMENTS FROM SOIL ACCUMULATION

DURING CONSTRUCTION.

15) ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED BY

THE VA COR AS DETERMINED BY FIELD CONDITIONS.

16) STORM DRAINAGE STRUCTURES AND CONDUITS SHALL BE

PROTECTED FROM SEDIMENTATION AS REQUIRED BY STATE OR

LOCAL CODES.

17) ALL DEMOLITION TO STOP AT 5' OUTSIDE OF EXISTING BUILDINGS.

NEW PIPING IS TO BE CONNECTED TO EXISTING PIPING AT 5' OUTSIDE

OF BUILDING.

18) ALL EXISTING UTILITIES ARE TO BE PROTECTED THROUGHOUT

CONSTRUCTION.

19) CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL

UTILITY CROSSING AND DEPTHS PRIOR TO BEGINNING EXCAVATION.

CONTRACTOR TO NOTIFY COR IF ADDITIONAL UTILITIES OR ANY

DEVIATIONS ARE FOUND IN THE FIELD.

20) ALL DISTURBED LANDSCAPED OR VEGETATED AREAS ARE TO BE

RESTORED TO ORIGINAL CONDITION UPON COMPLETION OF WORK.

21) ALL WORK IN ROADWAYS TO BE PERFORMED ON SATURDAYS

AND COORDINATED WITH THE VA.

22) BUILDING 112 HAS AN ALTERNATE FEED FROM THE NORTH. VA TO

REALIGN FEED TO MAINTAIN SERVICE. SEE PHASING PLAN FOR MORE

INFORMATION.

23) BUILDING 102 TO BE REFED BY VA PERSONNEL TO MAINTAIN

SERVICE. SEE PHASING PLAN FOR MORE INFORMATION.

24) PROVIDE TEMPORARY CHAINLINK FENCING AROUND ALL WORK

AREAS. SUBMIT FENCING PLAN TO VA FOR REVIEW.

KEY NOTES:

1) EXISTING WATER MAIN TO BE REMOVED.

2) HYDRANT TO BE REMOVED AND REPLACED.

3) EXISTING 1" COPPER SERVICE FOR BUILDING 50 TO REMAIN.

4) EXISTING TREE TO BE REMOVED.

5) LATERAL TO BE CUT, CAPPED AND ABANDONED IN PLACE.

6) IF LINE IS IN PLACE AND IN SERVICE, CUT, CAP, AND ABANDON.

7) EXISTING ASPHALT PAVING AND/OR CONCRETE CURB AND

GUTTER TO BE SAWCUT, REMOVED, AND REPLACED FOR WATER LINE

REMOVAL AND/OR INSTALLATION.

8) EXISTING HYDRANT TO REMAIN.

9) APPROXIMATE LOCATION OF EXISTING WATER MAIN (TO REMAIN).

CONTRACTOR TO POTHOLE AND DETERMINE EXACT LOCATION AND

DEPTH OF EXISTING MAIN PRIOR TO ANY DEMOLITION OR NEW

CONSTRUCTION.

10) EXISTING WATER MAIN, TO REMAIN AND BE REFED.

11) PROVIDE TREE PROTECTION FENCING.

12) EXISTING CONCRETE SIDEWALK TO BE REMOVED AND

REPLACED.

13) BUILDING 45 IS SCHEDULED TO BE DEMOLISHED.

SHEET NOTES:

GAS GAS

FOC FOC

UG/T UG/T

UG/E UG/E

SS SS

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text G

AutoCAD SHX Text B

AutoCAD SHX Text

BLDG S

AutoCAD SHX Text B

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

BLDG 1002 S

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

BLDG E

AutoCAD SHX Text

BLDG E

AutoCAD SHX Text

BLDG E

AutoCAD SHX Text

STORM RD

AutoCAD SHX Text

STORM RD

AutoCAD SHX Text

STORM RD

AutoCAD SHX Text

STORM RD

AutoCAD SHX Text

STORM RD

AutoCAD SHX Text

BLDG S

AutoCAD SHX Text

STORM RD

AutoCAD SHX Text M

AutoCAD SHX Text B

AutoCAD SHX Text M

AutoCAD SHX Text

AutoCAD SHX Text V

AutoCAD SHX Text B

AutoCAD SHX Text V

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text M

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text X

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 Mar 8, 2022.