P01 - Bid Set Drawings FINAL.pdf

PDF 17 MB Posted Jan 21, 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 provides details for a federal contract opportunity for water main replacement work. The solicitation number is 36C25222B0013 and concerns water main replacement between Building 43 and Building 102 at project number 695-21-108. The related file is a set of bid drawings. The contracting agency is the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10. The opportunity type is a solicitation for water main replacement work between the specified buildings.

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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_ 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
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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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

COVER SHEET

G-001

WATER MAIN REPLACEMENT BETWEEN

BUILDING 43 AND BUILDING 102

CLEMENT J. ZABLOCKI VAMC, MILWAUKEE, WI

5000 W. NATIONAL AVENUE MILWAUKEE, WI 53295

VA PROJECT #: 695-21-108

PROJECT SITE MAP PROJECT LOCATION MAP

PROJECT IMAGE

DWG OF DWG

G-001 COVER SHEET 1 10

CD101 CIVIL DEMOLITION PLAN 2 10

CU101 OVERALL WATER LAYOUT PLAN 3 10

CU201 WATER LINE PLAN & PROFILE (1 OF 2) 4 10

CU202 WATER LINE PLAN & PROFILE (2 OF 2) 5 10

CU501 WATER LINE DETAILS 6 10

CS501 CIVIL PAVING AND CONSTRUCTION DETAILS (1 OF 2) 7 10

CS502 CIVIL PAVING AND CONSTRUCTION DETAILS (2 OF 2) 8 10

CJ101 TRAFFIC CONTROL PLAN 9 10

CJ102 PROJECT CONFLICT PLAN 10 10

NOTE: IN THE CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE CONTRACT

DRAWINGS, THE BETTER QUALITY, MORE STRINGENT REQUIREMENTS, OR GREATER QUANTITY

OF WORK, AS DETERMINED BY THE GOVERNMENT, SHALL BE PROVIDED.

BUILDING 43

BUILDING 102

RIM 652.54

12"E 650.34

RIM 641.23

IE. 636.23

TO SUMP

(NO VIS. PIPES)

RIM 634.82

IE. 633.08

FILLED W/ DIRT RIM 633.97

BOTTOM 627.42

FILLED W/ WATER

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 650.00

E 640.46 W 640.46

SE 640.46

RIM 639.44

6"E 634.28 6"W 634.28

RIM 651.03

ABANDONED

RIM 646.72

N 639.6± S 639.6±

SSSSSSSSSSSSSSSSSSSSSSSSSS

CHAIN LINK FENCE

CONCRETE WALL

C H

K F

E N

E CONCRETE WALL

GUARD RAIL

CONC STEPS

VENT

CONCRETE

TUNNEL

ACCESS

TRANS.

CONCRETE

CONCRETE WALK

CHAIN

LINK

FENCE

C O

N C

. W A

O N

C R

W A

C O

N C

R E

ASPHALT

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ASPHALT

ASPHALT C

LIN

C E

VAULT

PIPES

CONC.

STEPS

CHAIN LINK FENCE

HANDRAIL

C H

LIN

C E

ASPHALT

CHAIN LINK FENCE

CONC.

WINDOW WELL

CONCRETE

ASPHALT WALK

CONC. WALK

CONC.

FAN

CONC.

CHAIN LINK

FENCE

CHAIN LINK FENCE

ASPHALT

P O

R C

WOOD

STEPS

CONC.

CONCRETE

METAL

CAP

CONC. CONC.

CONCRETE WALK

C O

N C

R E

CONCRETE WALK

EXISTING

BUILDING

PUMP

SIGN

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

GAS

UG/T

FOC FOC FOC FOC

RIM 640.17

S 634.2±

RIM 637.20

8"W 632.9± 12"S 632.0±

12"SE 632.8±

RIM 638.86

8"E 634.9±

APPROX.

LOCATION

STEAM

TUNNEL

W A

P E

R P

RIM 648.42

6"E 643.2± 6"N 643.32 6"W 643.42

SSSS

RIM 648.38

E 642.4± W 642.5± N 642.9±

FOCFOC

UG/E

SSSSSSSSSSSSSSSS

ASPHALT

GASGASGAS

GAS GAS GAS

BENCH

BLO

CK W

ALL

STONE WALL

CONCRETE

CONCRETE WALL

CONCRETE

VENT

BENCH

WOOD FENCE

TRANSFORMER

GAS

TRANSFORMER

C O

N C

R E

CONCRETE

C O

C TRENCH DRAIN

GRAVEL

CONCRETE

CHAIN LINK FENCE

TIMBER WALL

CONCRETE

B E

R W

CONCRETE

ASPHALT

CONCRETE

ORM

CONC WALLCONC

STONE WALL

CONC WALL

ONE

C O

N C

R E

GAS

TRANSFORMER

C O

N C

R E

WOOD

STEPS

P O

R C

3 STORY

FRAME

BUILDING

3 STORY

FRAME

BUILDING

FRAME

GARAGE

SFO

BRICK

BUILDING

2 STORY

BRICK

BUILDING

2 STORY

MASONRY

BUILDING

2 STORY

BRICK

BUILDING

BUILDING 102

SPS

WOOD STEPS

VAULT

METAL CAP

TYPICAL

HANDRAIL

TRENCH DRAIN

RIM 631.55

6"N. 627.5

RIM 631.74

12"SW. 623.73

20"NE. 623.70

RIM 638.47

8"N. 629.36

8"SW. 629.26

RIM 652.58

6"S. 658.78

NW. 649.78

TRENCH DRAIN

RIM 650.62

6"N. 647.52 8"W. 647.72

RIM 646.51

NW. 636.05

S. 634.11

RIM 641.42

6"S. 639.17

FUNNEL 638.46

RIM 652.40

12"N&NW. 643.21

12"S. 642.85

RIM 652.49

12"W. 643.99 12"N. 644.09

RIM 637.53

FUNNEL 634.48

RIM 644.59

8"N. 634.55

8"NW. 637.62

8"SE. 633.69

RIM 646.22

8"S. 640.67 8"W. 670.72

RIM 647.22

8"SE. 642.57

RIM 651.82

W&E. 644.42

SSW

UG/E

UG/EFOC

FOC

UTILITY

COMPOST

CAPPED PIPE

METAL PIPE

2' ABV GRD

UG/E

PIPE

MARKED

WATERMAIN

SIGN

RIM 630.70

12"NW. 625.65

CONCRETE

ASPHALT

UG/T

GRASS

CONC CURB & GUTTER

TYPICAL

GRASS

R P

C O

N C

R E

ASPHALT

CONCRETE

GRASS

CONCRETE

PLA

NTE

PLA

NTE

PLA

NTE

PLA

NTE

OVERHANG

ASPHALT

CONC CURB & GUTTER

TYPICAL

GRASS

OUTLET

12" RCP

IE. 650.39

WATER

UG/E

FOC

UG/E

GASGASGASGASGAS

GAS

FOCFOCFOCFOCFOCFOC

UG/EUG/EUG/E

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

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/E

GAS

UG/EUG/E

UG/E

UG/E UG/E

W W

WWWWWWWWWW

W W

GAS

FOC

UG/T

UG/E

UG/E UG/E UG/E UG/E

FOC

FOC FOC FOC FOC

UG/T

UG/TUG/TUG/TUG/TUG/TUG/TUG/TUG/TUG/T

W W

UG/TUG/E

UG/E

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

UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

W W

W W W W

GASGAS

GAS

GAS GAS GAS GAS GAS GAS GAS

UG/E

UG/E UG/E

UG/E

UG/E UG/E

UG/E

UG/EUG/E

UG/E

W W

UG/E

UG/T

W W

UG/E

UG/E UG/E

UG/E

GAS

UG/E

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

FOC

W W

W W W

W W

UG/E

UG/E UG/E

UG/E

UG/T

GAS

WUG/E

UG/E

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

UG/E

FOC

UG/E

UG/EUG/E

UG/E

UG/T

UG/TUG/TUG/TUG/T

UG/T

GAS GAS GAS GAS GAS GAS

GAS

W W W W W W

W W W W W W W W

W W

UG/T

UG/T FOC

FOC

FOC FOC

GAS

GAS GA

S UG/E

UG/T

W W

GAS

GASGASGASGASGASGASW W W W W W

WWW

UG/E

UG/E UG

UG/E

UG/TUG/TUG/T

UG/T

GAS

GASGAS

GASGASGAS

UG/E

UG/T

UG/E

UG/TUG/TFOCFOC

UG/E

GAS

FOC FOC FOC

FOC

FOCFOCFOCFOCFOCFOCFOCFOCFOCFOC

UG/E

UG/EUG/EUG/EUG/EUG/EUG/EUG/EUG/EUG/E

UG/E

UG/EUG/E

UG/E

GAS

0 64

655 653654

64264

651652

W W

UG/TUG/TUG/TUG/T

UG/T

UG/E

FOC

GAS

UG/E

UG/T

UG/E

UG/T

W W

WWWWWWWWWWWWWWW

W W

W W W W W W

W W

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

LOD

LOD LO

LOD LOD

LODLODLO

LOD

LODLOD

LOD

LODLO

LODLOD

LOD

LOD LOD

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD

D LOD LOD LOD

LOD

D LOD

LOD

LOD LOD LOD LOD LOD LOD

LOD

GENERAL WOLCOTT BLVD

FLOWER DR

HIN

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

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

12"E 650.34

RIM 641.23

IE. 636.23

TO SUMP

(NO VIS. PIPES)

RIM 634.82

IE. 633.08

FILLED W/ DIRT RIM 633.97

BOTTOM 627.42

FILLED W/ WATER

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 650.00

E 640.46 W 640.46

SE 640.46

RIM 639.44

6"E 634.28 6"W 634.28

RIM 651.03

ABANDONED

RIM 646.72

N 639.6± S 639.6±

SSSSSSSSSSSSSSSSSSSSSSSSSS

CHAIN LINK FENCE

CONCRETE WALL

C H

K F

E N

E CONCRETE WALL

GUARD RAIL

CONC STEPS

VENT

CONCRETE

TUNNEL

ACCESS

TRANS.

CONCRETE

CONCRETE WALK

CHAIN

LINK

FENCE

C O

N C

. W A

O N

C R

W A

C O

N C

R E

ASPHALT

CONCRET

ASPHALT

ASPHALT C

LIN

C E

VAULT

PIPES

CONC.

STEPS

CHAIN LINK FENCE

HANDRAIL

C H

LIN

C E

ASPHALT

CHAIN LINK FENCE

CONC.

WINDOW WELL

CONCRETE

ASPHALT WALK

CONC. WALK

CONC.

FAN

CONC.

CHAIN LINK

FENCE

CHAIN LINK FENCE

ASPHALT

P O

R C

WOOD

STEPS

CONC.

CONCRETE

METAL

CAP

CONC. CONC.

CONCRETE WALK

C O

N C

R E

CONCRETE WALK

EXISTING

BUILDING

PUMP

SIGN

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

GAS

UG/T

FOC FOC FOC FOC

RIM 640.17

S 634.2±

RIM 637.20

8"W 632.9± 12"S 632.0±

12"SE 632.8±

RIM 638.86

8"E 634.9±

APPROX.

LOCATION

STEAM

TUNNEL

RIM 648.42

6"E 643.2± 6"N 643.32 6"W 643.42

SSSS

RIM 648.38

E 642.4± W 642.5± N 642.9±

FOCFOC

UG/E

SSSSSSSSSSSSSSSS

ASPHALT

GASGASGAS

GAS GAS GAS

BENCH

BLO

CK W

ALL

STONE WALL

CONCRETE

CONCRETE WALL

CONCRETE

VENT

BENCH

WOOD FENCE

TRANSFORMER

GAS

TRANSFORMER

C O

N C

R E

CONCRETE

C O

C TRENCH DRAIN

GRAVEL

CONCRETE

CHAIN LINK FENCE

TIMBER WALL

CONCRETE

B E

R W

CONCRETE

ASPHALT

CONCRETE

ORM

CONC WALLCONC

STONE WALL

CONC WALL

ONE

C O

N C

R E

GAS

TRANSFORMER

C O

N C

R E

WOOD

STEPS

P O

R C

3 STORY

FRAME

BUILDING

3 STORY

FRAME

BUILDING

FRAME

GARAGE

SFO

BRICK

BUILDING

2 STORY

BRICK

BUILDING

2 STORY

MASONRY

BUILDING

2 STORY

BRICK

BUILDING

BUILDING 102

SPS

WOOD STEPS

VAULT

HANDRAIL

TRENCH DRAIN

RIM 631.55

6"N. 627.5

RIM 631.74

12"SW. 623.73

20"NE. 623.70

RIM 638.47

8"N. 629.36

8"SW. 629.26

RIM 652.58

6"S. 658.78

NW. 649.78

TRENCH DRAIN

RIM 650.62

6"N. 647.52 8"W. 647.72

RIM 646.51

NW. 636.05

S. 634.11

RIM 641.42

6"S. 639.17

FUNNEL 638.46

RIM 652.40

12"N&NW. 643.21

12"S. 642.85

RIM 652.49

12"W. 643.99 12"N. 644.09

RIM 637.53

FUNNEL 634.48

RIM 644.59

8"N. 634.55

8"NW. 637.62

8"SE. 633.69

RIM 646.22

8"S. 640.67 8"W. 670.72

RIM 647.22

8"SE. 642.57

RIM 651.82

W&E. 644.42

SSW

UG/E

UG/EFOC

FOC

UTILITY

COMPOST

CAPPED PIPE

METAL PIPE

2' ABV GRD

UG/E

PIPE

MARKED

WATERMAIN

SIGN

RIM 630.70

12"NW. 625.65

CONCRETE

ASPHALT

UG/T

GRASS

CONC CURB & GUTTER

TYPICAL

GRASS

R P

C O

N C

R E

ASPHALT

CONCRETE

GRASS

CONCRETE

PLA

NTE

PLA

NTE

PLA

NTE

PLA

NTE

OVERHANG

ASPHALT

CONC CURB & GUTTER

TYPICAL

GRASS

OUTLET

12" RCP

IE. 650.39

WATER

UG/E

FOC

UG/E

GASGASGASGASGAS

GAS

FOCFOCFOCFOCFOCFOC

UG/EUG/EUG/E

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

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/E

GAS

UG/EUG/E

UG/E

UG/E UG/E

W W

WWWWWWWWWW

W W

GAS

FOC

UG/T

UG/E

UG/E UG/E UG/E UG/E

FOC

FOC FOC FOC FOC

UG/T

UG/TUG/TUG/TUG/TUG/TUG/TUG/TUG/TUG/T

W W

UG/TUG/E

UG/E

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

UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

W W

W W W W

GASGAS

GAS

GAS GAS GAS GAS GAS GAS GAS

UG/E

UG/E UG/E

UG/E

UG/E UG/E

UG/E

UG/EUG/E

UG/E

W W

UG/E

UG/T

W W

UG/E

UG/E UG/E

UG/E

GAS

UG/E

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

FOC

W W

W W W

W W

UG/E

UG/E UG/E

UG/E

UG/T

GAS

WUG/E

UG/E

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

UG/E

FOC

UG/E

UG/EUG/E

UG/E

UG/T

UG/TUG/TUG/TUG/T

UG/T

GAS GAS GAS GAS GAS GAS

GAS

W W W W W W

W W W W W W W W

W W

UG/T

UG/T FOC

FOC

FOC FOC

GAS

GAS GA

S UG/E

UG/T

GAS

GASGASGASGASGASGAS

WWW

UG/E

UG/E UG

UG/E

UG/TUG/TUG/T

UG/T

GAS

GASGAS

GASGASGAS

UG/E

UG/T

UG/E

UG/TUG/TFOCFOC

UG/E

GAS

FOC FOC FOC

FOC

FOCFOCFOCFOCFOCFOCFOCFOCFOCFOC

UG/E

UG/EUG/EUG/EUG/EUG/EUG/EUG/EUG/EUG/E

UG/E

UG/EUG/E

UG/E

GAS

0 64

655 653654

64264

651652

W W

UG/TUG/TUG/TUG/T

UG/T

UG/E

FOC

GAS

UG/E

UG/T

UG/E

UG/T

WWWWWWWWWWWWWWW

W W

ABANDONED

STEAM PER PLAN

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

TEE AND VALVE FOR

NEW STUB FOR

EXISTING HYDRANT

SEE WATER LINE PROFILE

ON SHEET CU201

SEE WATER LINE PROFILE

ON SHEET CU202

SEE WATER LINE PROFILE

ON SHEET CU202

W W

G V

W W

G V

W W W

WWWWWWWW

G V

GVG

G V

4MH 27

MH 29 MH 32

VAULT

HVP 8

XF 41

MH 18

GENERAL WOLCOTT BLVD

FLOWER DR

HIN

ES B

VAULT

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

OVERALL WATER LAYOUT PLAN

CU101

1) CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES

BETWEEN THE EXISTING CONDITIONS IN THE FIELD AND THE SURVEY

SHOWN ON THE PLANS BEFORE PROCEEDING WITH ANY NEW

CONSTRUCTION.

2) CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL AND

VERTICAL ALIGNMENT OF ALL TIES BETWEEN NEW AND EXISTING

PAVEMENTS, CURB AND GUTTER, SIDEWALKS, WALLS, AND UTILITIES.

3) ALL EROSION, SEDIMENT CONTROL AND TREE PROTECTION

MEASURES SHALL BE INSTALLED PRIOR TO ANY GRADING.

4) MAXIMUM CUT OR FILL SLOPE=3H:1V

5) 24 HOUR CONTACT: VA COR

6) IN ALL AREAS OF FILL OR OTHERWISE DISTURBANCE OF

EXISTING CONDITIONS, UNLESS OTHERWISE NOTED, THE

CONTRACTOR SHALL FULLY AND COMPLETELY REMOVE AND

LEGALLY DISPOSE OFF-SITE, ALL PLANT MATERIALS INCLUDING BUT

NOT LIMITED TO ROOT SYSTEMS, CONCRETE, REINFORCED

CONCRETE, ASPHALT DEBRIS, UNDERBRUSH, TOPSOIL, AND OTHER

DELETERIOUS MATERIAL. THE SUBGRADE TO REMAIN SHALL BE

COMPACTED TO 98% STANDARD PROCTOR MAXIMUM DRY DENSITY

FOLLOWING FULL REMOVAL OF THESE MATERIALS. REFER TO SPEC

31 20 00 FOR FURTHER DETAILS.

7) CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION

AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS

DURING CONSTRUCTION FOR PROTECTION OF ADJACENT

ROADWAYS.

8) ALL CONNECTIONS TO EXISTING BUILDINGS TO TAKE PLACE 5'

OUTSIDE OF BUILDING. CONNECT NEW PIPING TO EXISTING PIPING

AT 5' OUTSIDE OF BUILDING.

9) ALL NEW PIPING TO BE DISINFECTED PER AWWA C651-05.

10) ALL NEW PIPING TO BE PRESSURE TESTED PER VA

SPECIFICATION SECTION 33 10 00 WATER UTILITIES.

11) PROVIDE TEMPORARY CHAINLINK FENCING AROUND ALL WORK

AREAS. SUBMIT FENCING PLAN TO VA FOR REVIEW.

12) PROVIDE BOARD INSULATION WHERE DEPTH OF COVER IS LESS

THAN 6 FEET.

SHEET NOTES:

KEY NOTES:

KEY PLAN

LEGEND

PROPOSED CONCRETE PAVING

PROPOSED PAVEMENT PATCH TO MATCH EXISTING

PROPOSED UNDERGROUND WATER LINE

EXISTING UNDERGROUND WATER LINE

EXISTING CONTOUR LINE

SURVEY MOUMENT

PROPOSED VALVE

PROPOSED TEE

PROPOSED BEND

PROPOSED FIRE HYDRANT

EXISTING FIRE HYDRANT

PHASING PLAN LOCATION MARKER

W W

1" = 30'

SCALE IN FEET

30 15 30 60

SITE

XXXX

W W W

1) PROVIDE 6" DUCTILE IRON WATER MAIN TO BE OFFSET 5 FEET

FROM EXISTING WATER MAIN.

2) PER POTHOLING OPERATIONS, AN UNKNOWN CONCRETE UTILITY

STRUCTURE RUNS DIRECTLY OVER THE EXISTING WATER MAIN

HERE. CONCRETE STRUCTURE IS 20" DEEP TO THE TOP AND 62" TO

THE BOTTOM. SEE ULO SUMMARY REPORT.

3) RESET EXISTING HYDRANT WITH CONNECTION TO NEW WATER

MAIN.

4) PROVIDE FISHER HOUSE LINE STOP VALVE

5) PROVIDE REPLACEMENT FOR SERVICE TO BUILDING 112.

BUILDING 112 TO BE BACKFED FROM THE NORTH BY VA PERSONNEL.

6) NEW HYDRANT TO REPLACE EXISTING.

7) PROVIDE 6" WATER MAIN TO CREATE LOOP

8) PROVIDE 6" GATE VALVE

9) PROVIDE STORAGE AND STAGING AREA. THIS AREA TO BE

ENCLOSED WITH CONSTRUCTION FENCING.

10) EXISTING SERVICE TO BUILDING 50 TO BE CONNECTED TO NEW

MAIN. SERVICE TO THESE BUILDINGS IS NOT TO BE INTERRUPTED.

11) CONNECT TO EXISTING WATER MAIN.

12) BUILDING 102 TO BE BACKFED BY VA PERSONNEL TO PREVENT

SERVICE INTERRUPTION.

13) PROVIDE CONSTRUCTION SIGN. SEE DETAIL 1-CS502.

14) PROVIDE SAFETY SIGN. SEE DETAIL 2-CS502.

15) PROVIDE 12" GATE VALVE.

16) PROVIDE 10" GATE VALVE.

17) PROVIDE 8" GATE VALVE.

18) PROVIDE 1" GATE VALVE.

19) RESTRIPE ALL AFFECTED PARKING AREAS TO MATCH EXISTING.

20) PROVIDE 2 BOLLARDS. COORDINATE FINAL LOCATION WITH VA

COR. SEE DETAIL ON SHEET CS502.

PHASING PLAN

1. INSTALL ISOLATION VALVE ON FISHER HOUSE LINE TO MAINTAIN SERVICE TO FISHER HOUSE THROUGHOUT CONSTRUCTION. THIS WORK IS TO BE DONE ON A SATURDAY.

2. OPEN TRENCH EXPOSING EXISTING MAIN AS WELL AS ROOM FOR NEW MAIN FIVE FEET FROM EXISTING MAIN BETWEEN LOCATIONS J & B. ALL TRENCHES IN ROADWAYS AND PARKING AREAS TO BE PLATED WHEN WORK IS NOT BEING PERFORMED TO ALLOW FOR USE OF THESE AREAS.

3. LAY NEW MAIN PIPING AND ASSOCIATED BENDS, CONNECTIONS TEES, AND VALVES BETWEEN LOCATIONS J & B PREPARING FOR CONNECTIONS.

4. VA TO BACK FEED BUILDING 102 TO INSURE UNINTERRUPTED SERVICE. PROVIDE 2 WEEKS NOTICE TO VA TO ACCOMPLISH THIS.

5. PERFORM CONNECTIONS AT LOCATIONS J & B.

6. OPEN TRENCH EXPOSING EXISTING MAIN AS WELL AS ROOM FOR NEW MAIN FIVE FEET FROM EXISTING MAIN BETWEEN LOCATIONS K & D. ALL TRENCHES IN ROADWAYS AND PARKING AREAS TO BE PLATED WHEN WORK IS NOT BEING PERFORMED TO ALLOW FOR USE OF THESE AREAS.

7. LAY NEW MAIN PIPING AND ASSOCIATED BENDS, TEES, AND VALVES BETWEEN LOCATIONS K & D PREPARING FOR CONNECTIONS INCLUDING STUB FOR HYDRANT AT E.

8. MAKE CONNECTION AT K WHERE NEW TEE WAS INSTALLED IN STEP 3.

9. MAKE CONNECTION TO HYDRANT AT E

10. MAKE CONNECTION TO EXISTING MAIN AT D. THIS MUST BE DONE ON A SATURDAY TO PREVENT INTERRUPTIONS TO BUILDING 102'S WATER SERVICE.

11. REMOVE ALL EXISTING, ABANDONED PIPING BETWEEN LOCATIONS B & J AND LOCATIONS K & D.

12. OPEN TRENCH EXPOSING EXISTING MAIN AS WELL AS ROOM FOR NEW MAIN FIVE FEET FROM EXISTING MAIN BETWEEN LOCATIONS H & A. ALL TRENCHES IN ROADWAYS TO BE PLATED WHEN WORK IS NOT BEING PERFORMED TO ALLOW FOR USE OF THESE AREAS. AE RECOMMENDS CLOSING THE NORTH HALF OF THE BUILDING 43 PARKING LOT.

13. LAY NEW MAIN PIPING AND ASSOCIATED BENDS, TEES, AND VALVES BETWEEN LOCATIONS H & A PREPARING FOR CONNECTIONS.

14. VA TO BACK FEED BUILDING 112 FROM THE NORTH. (THIS STEP MUST BE COMPLETED PRIOR TO STEP 21). PROVIDE TWO WEEKS FOR THE VA TO COMPLETE THIS WORK.

15. PROVIDE TEMPORARY SERVICE TO BUILDINGS 49 & 50.

16. CONNECT NEW MAIN AT LOCATION H. THIS WORK TO BE PERFORMED ON A SATURDAY.

17. CONNECT NEW MAIN TO EXISTING SERVICE FOR BUILDINGS 49 & 50 AT LOCATION G.

18. CONNECT NEW MAIN AT LOCATION A. THIS WORK MUST BE DONE ON A SATURDAY.

19. OPEN A TRENCH BETWEEN LOCATION F AND BUILDING 112.

20. LAY NEW MAIN PIPING AND ASSOCIATED BENDS, AND VALVES BETWEEN LOCATION F AND BUILDING 112.

21. MAKE CONNECTION AT LOCATION F AND THEN AT BUILDING 112.

22. REMOVE ALL EXISTING, ABANDONED PIPING BETWEEN LOCATION F AND BUILDING 112, AND BETWEEN LOCATIONS H AND A.

ALL NEW PIPING MUST BE PRESSURE TESTED PER VA SPEC SECTION 33 10 00 WATER UTILITIES.

ALL NEW PIPING MUST BE DISINFECTED PER AWWA C651-05.

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

RIM 634.82

IE. 633.08

FILLED W/ DIRT

RIM 633.97

BOTTOM 627.42

FILLED W/ WATER

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

RIM 640.17

S 634.2±

RIM 637.20

8"W 632.9± 12"S 632.0±

12"SE 632.8±

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

RIM 652.40

12"N&NW. 643.21

12"S. 642.85

RIM 652.49

12"W. 643.99 12"N. 644.09

RIM 646.22

8"S. 640.67 8"W. 670.72

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

1" = 20' H, 1"=5' 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

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" = 5'

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" = 20'

HORIZONTAL: SCALE IN FEET

20 10 20 40

AutoCAD SHX Text G

AutoCAD SHX Text B

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" = 20' H, 1"=5' V

WATER MAIN LOOP

-0+50 0+00 0+50 1+00 1+50 2+00 2+50

EXISTING GRADE (TYP.)

PROPOSED 6" DIP

WATER MAIN

EX WATER

EX UG/T

EX UG/E

ASPHALT

GASGAS

GAS

TRANSFORMER

O N

C R

W A

CONCRETE

GRAVEL

CONCRETE

2 STORY

MASONRY

BUILDING

RIM 641.42

6"S. 639.17

FUNNEL 638.46

RIM 652.40

12"N&NW. 643.21

12"S. 642.85

RIM 652.49

12"W. 643.99 12"N. 644.09

FOC

CAPPED PIPE

ASPHALT

GRASS

GASGASGASGASGASGAS

WWW

UG/E

UG/T

UG/E

UG/T

UG/TUG/T

FOC

FOC FOC

FOC

0 64

653654

W W

RESEARCH

BUILDING

WATER PER PLAN

1+80

0+00

W W

G V

W W

G V

W W W W W

WWWWWWW

T1 T2

B10

V13

V3 V2

V14

V15

V16

CONNECT NEW MAIN

TO EXISTING MAIN

E le va ti on

E levation

1" = 20' H, 1"=5' V

WATER MAIN TO BLD 112

-0+50 0+00 0+50 1+00 1+50 2+00 2+50

PROPOSED 6" DIP

WATER LINE

EX SS

EX UG/T

EX FOC

EX GAS

GATE VALVE

(TYP.)

EXISTING

DUCT

BANK

RIM 650.00

E 640.46 W 640.46

SE 640.46RIM 651.03

ABANDONED

SSSSSS

CONC STEPS

VENT

ASPHALT

FAN

CONC.

CONCRETE

CONCRETE WALK

PUMP

RIM 640.17

S 634.2±

RIM 648.42

6"E 643.2± 6"N 643.32 6"W 643.42

CONCRETE

FOCFOCFOCFOCFOC

GAS

UG/E

GAS

FOC FOC FOC

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

W W

0+00

1+69

GV T5

B11

B12

V9V8

V18

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

1" = 20'

SCALE IN FEET

20 10 20 40

1" = 12'

VERTICAL: SCALE IN FEET

12 6 12 24

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 (2 OF 2)

CU202

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" = 20'

HORIZONTAL: SCALE IN FEET

20 10 20 40

AutoCAD SHX Text B

AutoCAD SHX Text V

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text M

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

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

AutoCAD SHX Text

ENCASE ENTIRE BRANCH & VALVE IN POLYETHYLENE

AutoCAD SHX Text

CONCRETE BLOCKING

AutoCAD SHX Text

VALVE WHERE SPECIFIED

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

CONCRETE THRUST BLOCK

AutoCAD SHX Text

CONCRETE THRUST BLOCK

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TRENCH

AutoCAD SHX Text

MAIN

AutoCAD SHX Text 24"

AutoCAD SHX Text

VALVE WHERE SPECIFIED

AutoCAD SHX Text

TO CENTER OF STEAMER NOZZLE PROVIDE CHAINS ON ALL CAPS

AutoCAD SHX Text

VARIABLE

AutoCAD SHX Text

NOTE: ALL CONNECTIONS SHALL BE RESTRAINED USING MECHANICAL JOINT RESTRAINTS

AutoCAD SHX Text

BEDDING MATERIAL

AutoCAD SHX Text

CONCRETE THRUST BLOCK

AutoCAD SHX Text

DRAIN

AutoCAD SHX Text

1/2 CU. YD. CRUSHED STONE

AutoCAD SHX Text

BACKFILL

AutoCAD SHX Text

BOX TOP

AutoCAD SHX Text 6"

AutoCAD SHX Text X

AutoCAD SHX Text

INCHES

AutoCAD SHX Text

X = SETTING

AutoCAD SHX Text

INCHES

AutoCAD SHX Text

PIPE DIA.

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

FRONT VIEW

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

BEDDING

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

POLYETHYLENE WRAP

AutoCAD SHX Text

ENCASE VALVE IN POLYETHYLENE

AutoCAD SHX Text 2" x 6" x 18" CONCRETE BLOCKING

AutoCAD SHX Text 1' ±

AutoCAD SHX Text

OVERLAP

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text 3"

AutoCAD SHX Text

DRY TRENCH

AutoCAD SHX Text

WET TRENCH

AutoCAD SHX Text

APPROVED ADHESIVE WRAP WHERE REQUIRED

AutoCAD SHX Text

SUBGRADE

AutoCAD SHX Text

SHEATING WHERE REQUIRED

AutoCAD SHX Text

BACKFILL

AutoCAD SHX Text

POLYETHYLENE WRAP WHERE REQUIRED

AutoCAD SHX Text

BEDDING MATERIAL

AutoCAD SHX Text

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

AutoCAD SHX Text

POLYETHYLENE WRAP PER SPECIFICATIONS

AutoCAD SHX Text

SEAL W/TAPE (TYP)

AutoCAD SHX Text

6'-6'' MIN

AutoCAD SHX Text

PROVIDE 18" EXTRA WIRE

AutoCAD SHX Text

BURY 2" PVC 2' DEEP

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

END CONDUIT 6" BELOW GRADE

AutoCAD SHX Text

1/2" PVC CONDUIT

AutoCAD SHX Text

TYPICAL MAIN OR HYDRANT VALVE

AutoCAD SHX Text

TAPE AT 10' INTERVALS

AutoCAD SHX Text

2" PVC CONDUIT WITH SLIP CAP OR ACCESS BOX

AutoCAD SHX Text

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

AutoCAD SHX Text

TAPE TO HYDRANT BARREL

AutoCAD SHX Text

%%UNOTE:

AutoCAD SHX Text

LOCATING WIRE SHALL BE INSTALLED AT ALL

AutoCAD SHX Text

HYDRANTS AND VALVES.

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

WATERMAIN

AutoCAD SHX Text

TAPPING SLEEVE (MECHANICAL)

AutoCAD SHX Text

VALVE BOX

AutoCAD SHX Text

VALVE BOX BASE ADAPTER

AutoCAD SHX Text

TAPPING VALVE

AutoCAD SHX Text

POLYETHYLENE FILM ENVELOPE (FOR DUCTILE IRON)

AutoCAD SHX Text

CONCRETE BLOCKING

AutoCAD SHX Text

CONCRETE BLOCKING

AutoCAD SHX Text

CONCRETE BLOCKING

AutoCAD SHX Text

%%UNOTES:

AutoCAD SHX Text

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

AutoCAD SHX Text

2. WHERE AVAILABLE, ANCHOR TEES ARE PERMITTED.

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

TRENCH WIDTH

AutoCAD SHX Text

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

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

CIVIL PAVING AND CONSTRUCTION

DETAILS (1 OF 2)

CS501

3' MIN.

6" MIN.

AutoCAD SHX Text

CONCRETE HEADER

AutoCAD SHX Text

NTS

AutoCAD SHX Text

TOP OF CURB

AutoCAD SHX Text

IMPROVED ROADWAY

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text 4" [102mm]

AutoCAD SHX Text 6" [150mm]

AutoCAD SHX Text STANDARD CONCRETE VERTICAL CURB TERMINAL SECTION PER VA STANDARD DETAIL 32 05 23-17 "CONCRETE VERTICLE CURB AND TERMINAL SECTION"

AutoCAD SHX Text 1/2" [13mm] BITUMINOUS JOINT FILLER

AutoCAD SHX Text

CS-501

AutoCAD SHX Text

NTS

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text NOTES: 1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES. 2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' [4572mm] OR AT A SPACING THAT MATCHES THE ADJACENT CURB. 4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. 5. SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB. 6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION.

AutoCAD SHX Text 1" DEEP X 1/4" WIDE MAX. [25mm] SCORED OR SAWCUT CONTRACTION JOINT.

AutoCAD SHX Text

TOP OF CURB

AutoCAD SHX Text 1/4" [6mm] DEEP SCORED JOINTS

AutoCAD SHX Text 1/4" [6mm] R. (TYP.) FORMED JOINTS ONLY

AutoCAD SHX Text

CLASS "B" CONCRETE

AutoCAD SHX Text EXPANSION JOINT WITH 1/4" [6mm] BITUMINOUS JOINT FILLER

AutoCAD SHX Text

1% MIN. 2% MAX.

AutoCAD SHX Text

1% MIN. 2% MAX.

AutoCAD SHX Text [102mm]

AutoCAD SHX Text 10.5' MAX. [3200mm]

AutoCAD SHX Text

TYPICAL SECTION

AutoCAD SHX Text

EXPANSION AND SCORED JOINT DETAIL

AutoCAD SHX Text [5mm]

AutoCAD SHX Text [102mm]

AutoCAD SHX Text [18288mm] EXPANSION JOINT TO EXPANSION JOINT

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text

PLANS

AutoCAD SHX Text

PLANS

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

CS-501

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text

NTS

AutoCAD SHX Text

TYPE 2 UTILITY TRENCH PATCH

AutoCAD SHX Text

CS-501

AutoCAD…

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File details come from the government source that posted it. Updated Jan 21, 2022.