695-21-108 _21-024-Q30_ CU201_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 construction plans and specifications for a water main replacement project at the Clement J. Zablocki VA Medical Center in Milwaukee, Wisconsin. The project involves replacing approximately 800 linear feet of existing 6-inch water main between Buildings 43 and 102 on the medical center campus. The plans show the existing underground utilities, proposed water main alignment, and pertinent construction details. Bidders are advised to field verify utility crossing elevations. Minimum separation clearances are specified for crossings of other underground utilities. The related federal contract opportunity is solicitation number 36C25222B0013 for the water main replacement project, to be awarded by the Department of Veterans Affairs Veterans Health Administration VISN 10. The specifications provide requirements for trenching, pipe installation, fittings, valves, testing and disinfection.

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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_CD101_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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INLET

RIM 634.82

IE. 633.08

FILLED W/ DIRT INLET

RIM 633.97

BOTTOM 627.42

FILLED W/ WATER

INLET

RIM 633.29

10"N 625.54 12"W 627.76

RIM 635.39

10"NE 628.4±

10"SE 628.4±

RIM 637.41

N 632.44 S 632.44 W 632.71

RIM 639.44

6"E 634.28 6"W 634.28

SSSSSSSSSSSSSSSSSSSSSSSSSSSS

CONC STEPS

CONCRETE

TUNNEL

ACCESS

TRANS.

CONCRETE

CONCRETE WALK

C O

N C

. W A

O N

C R

W A

C O

N C

R E

ASPHALT

P O

R C

WOOD

STEPS

METAL

CAP

CONC.

CONCRETE WALK

SIGN

FOC FOC FOC FOC

INLET

RIM 640.17

S 634.2±

INLET

RIM 637.20

8"W 632.9± 12"S 632.0±

12"SE 632.8±

INLET

RIM 638.86

8"E 634.9±

RIM 648.42

6"E 643.2± 6"N 643.32 6"W 643.42

RIM 648.38

E 642.4± W 642.5± N 642.9±

FOC

ASPHALT

GASGASGAS

GAS

WOOD FENCE

C O

N C

R E

GRAVEL

CONCRETE

TIMBER WALL

CONCRETE

B E

R W

CONCRETE

ASPHALT

GAS

TRANSFORMER

C O

N C

R E

WOOD

STEPS

P O

R C

3 STORY

FRAME

BUILDING

3 STORY

FRAME

BUILDING

FRAME

GARAGE

2 STORY

MASONRY

BUILDING

VAULT

HANDRAIL

TRENCH DRAIN

RIM 638.47

8"N. 629.36

8"SW. 629.26

GRATE INLET

RIM 652.40

12"N&NW. 643.21

12"S. 642.85

INLET

RIM 652.49

12"W. 643.99 12"N. 644.09

INLET

RIM 646.22

8"S. 640.67 8"W. 670.72

INLET

RIM 647.22

8"SE. 642.57

RIM 651.82

W&E. 644.42

SSW

UG/E

FOC

CONCRETE

ASPHALT

UG/T

GRASS

CONC CURB & GUTTER

TYPICAL

GRASS

R P

C O

N C

R E

GRASS

ASPHALT

CONC CURB & GUTTER

TYPICAL UG/E

UG/E

GAS

FOCFOCFOCFOCFOC

FOC

UG/T

UG/E

GAS

UG/E

GAS GAS GAS GAS GAS GAS GAS

GAS

UG/E

UG/E UG/E UG/E

UG/E

UG/T

W W

WWWWWWWWWW

W W

GASGAS

GAS

UG/E

/EUG

/E UG/EUG/E

UG/T

WUG/E

GAS

FOC

FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC

FOC

UG/T UG/T UG/T UG/T UG/T UG/T UG/T UG/T

UG/E

FOC

UG/E

UG/TUG/TUG/TUG/T

UG/T

UG/E

FOC

GAS GAS GAS GAS GAS GAS GAS

GAS

W W W W W W

W W W W W W W W

W W

GASGASGASGASGASGAS

WWW

UG/E

UG/E UG

UG/E

UG/TUG/T

UG/T

UG/E

GAS

FOC

UG/E

UG/E UG/E

UG/EUG/E

UG/E

653654

651652

UG/T

CUG/E

UG/E

UG/T

UG/E

W W

ABANDONED

STEAM PER PLAN

BUILDING 49

BUILDING 50

RESEARCH

BUILDING

FLAGPOLE

BM: 641.53'

BW BOLT

ON HYDRANT

STORAGE AND

STAGING AREA

W W

1+00

2+00

3+00

4+00

5+00

6+00

7+00

7+01

G V

W W

G V

W W W W W

WWWWWWWWWWWW

G V

GVG

T1 T2

B11

NEW GATE VALVE (TYP.)

V10

V9V8

V18

V5V13

V3 V2

CONNECT NEW MAIN

TO EXISTING MAIN

B1 B3

V12

V11

V17

V19

PROVIDE 8"X6" REDUCER

TO CONNECT NEW MAIN

TO EXISTING MAIN

4MH 27

MH 29 MH 32

VAULT

HVP 8

XF 41

MH 18

GENERAL WOLCOTT BLVD

FLOWER DR

HIN

ES B

VAULT

E le va ti on

E levation

1" = 50' H, 1"=10' V

WATER MAIN REPLACEMENT MAIN LINE

-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00

EXISTING GRADE (TYP.)

PROPOSED 6"

DIP WATER MAIN

ENDS

EXISTING

8" PVC

WATER

MAIN

PROPOSED 6"

DIP WATER MAIN

EX SS

EX FOC

EX UG/EEX FOC

EX UG/E

EX SS

EX GAS

EX UG/E

EX GAS

(4" STEEL,

39" TO TOP

OF PIPE)

EX UG/E

EX FOC

EX GAS

EX UG/E

EX FOC

EX UG/E

EX GAS

GATE VALVE

(TYP.)

STEAM

TUNNEL

EXISTING

12" DI

WATER

MAIN (99"

TO TOP

OF PIPE

AT TIE IN

LOCATION)

96" TO TOP

OF EX 8" PVC

WATER MAIN

57" TO TOP OF

EX 8" PVC

8"X6"

REDUCER

EX 6" DI WATER

MAIN (72" TO TOP

OF PIPE AT TIE IN)

Fitting Table - Bend

Fitting Name

B10

B11

B12

Bend Angle

45.00°

11.25°

22.50°

45.00°

90.00°

Type

ELBOW

Size

6 IN X 6 IN

Station

0+14.06

0+17.05

1+90.17

1+97.61

3+62.23

3+65.53

3+71.57

4+12.59

6+80.01

0+75.62

4+83.30

5+61.68

Restraint Length

17'

Fitting Table - Other

Fitting Name

Type

TEE

Size

6 in x 6 in x 6 in

8 in x 8 in x 6 in

6 in x 6 in x 1 in

6 in x 6 in x 6 in

12 in x 12 in x 6 in

6 in x 6 in x 6 in

10 in x 10 in x 6 in

Station

0+11.32

0+71.25

3+56.43

3+77.31

4+83.48

7+01.20

0+72.29

0+72.10

Restraint Length

11'

N/A

11'

Valve Table

Valve Name

V10

Type

GATE

Size

12"

Station

0+07.04

0+11.29

0+68.03

1+94.15

3+53.37

3+59.09

4+79.97

4+86.65

6+98.09

7+01.17

Valve Table

Valve Name

V11

V12

V13

V14

V15

V16

V17

Type

GATE

Size

12"

10"

Station

7+01.22

0+71.34

0+74.48

0+69.15

0+75.18

3+76.97

4+83.26V18

V19 GATE 6" 4+83.26

GATE 8" 3+56.43

R1 REDUCER 8 in x 6 in 1+99.96 15'

V20 GATE 12" N/A (SW OF BLD 43)

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

1" = 20'

SCALE IN FEET

20 10 20 40

LEGEND

EXISTING FENCE LINE

PROPERTY LINE

EXISTING CABLE TELEVISION LINE

EXISTING FIBER OPTIC LINE

EXISTING OVERHEAD POWER LINE

EXISTING UNDERGROUND POWER LINE

EXISTING UNDERGROUND TELEPHONE LINE

EXISTING GAS LINE

EXISTING SANITARY SEWER LINE

EXISTING WATER LINE

EXISTING STORM LINE

PROPOSED CABLE TELEVISION LINE

PROPOSED FIBER OPTIC LINE

PROPOSED OVERHEAD POWER LINE

PROPOSED UNDERGROUND POWER LINE

PROPOSED UNDERGROUND TELEPHONE LINE

PROPOSED GAS LINE

PROPOSED SANITARY SEWER LINE

PROPOSED WATER LINE

PROPOSED FIRE WATER LINE

PROPOSED STORM LINE

CATV CATV

FOC FOC FOC

OHP OHP OHP

UG/E UG/E

UG/T UG/T

GAS GAS GAS

SS SS SS

W W W

KEY PLAN

WATER LINE PLAN & PROFILE (1 OF 2)

CU201

1" = 10'

VERTICAL: SCALE IN FEET

10 5 10 20

SITE

NOTE:

- ALL UTILITY CROSSING ELEVATIONS ARE ASSUMED.

CONTRACTOR TO FIELD VERIFY AND NOTIFY COR OF ANY

DISCREPANCIES.

- AT CROSSINGS OF POTABLE WATER MAINS AND SANITARY

SEWERS, STORM SEWERS, FORCE MAINS, RECLAIMED/REUSE

MAINS, OR CHILLED WATER MAINS, WHERE THE POTABLE

WATER MAIN CROSSES ABOVE THE OTHER UTILITY, THE

MINIMUM VERTICAL SEPARATION SHALL BE 18".

- WHERE 18" CANNOT BE MAINTAINED OR WHERE POTABLE

WATER LINES CROSS UNDER GRAVITY SEWERS,

RECLAIMED/REUSE MAINS, OR CHILLED WATER MAINS,

ADDITIONAL PROTECTION SHALL BE PROVIDED. ADDITIONAL

PROTECTION SHALL CONSIST OF CONCRETE ENCASEMENT. THE

ADDITIONAL PROTECTION SHALL EXTEND A MINIMUM DISTANCE

OF 10'-0" OUTSIDE THE LIMITS OF THE CROSSING.

- THE PREFERRED VERTICAL CLEARANCE BETWEEN DUCT BANKS

AND PIPED UTILITIES SHALL BE 2'-0" AND THE MINIMUM

VERTICAL CLEARANCE SHALL BE 18".

- THE MINIMUM VERTICAL CLEARANCE TO ALL STEAM, PUMPED

CONDENSATE, AND HOT WATER, AND OTHER UTILITIES SHALL

BE AT LEAST 18".

- PROVIDE BOARD INSULATION WHERE DEPTH OF COVER IS LESS

THAN 6 FEET.

1" = 50'

HORIZONTAL: SCALE IN FEET

50 25 50 100

AutoCAD SHX Text G

AutoCAD SHX Text B

AutoCAD SHX Text V

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.