S02 695-21-110_CS101_Amendment3-1.pdf

PDF 2 MB Posted Nov 16, 2023

Attached to: Z1DA--695-21-110 Repair North Campus Steam Tunnel
Solicitation number: 36C25223B0030
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 12

About this file

Written by GovTribe AI · Dec 21, 2023

This document package includes civil site plans and specifications for repair work on the north campus steam tunnel at the Clement J. Zablocki VA Medical Center in Milwaukee, Wisconsin. Key details include repairing and waterproofing precast concrete riser sections and a steam vault, replacing an existing manhole ring and cover, installing new sidewalks totaling 815, 115, and 535 square feet, and confirming laydown and staging areas with the VA contracting officer. The solicitation number for the related opportunity is 36C25223B0030 for repair of the north campus steam tunnel under project number 695-21-110. The work is to be performed for the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 12.

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Other files

File	Type	Posted
36C25223B0030 0006.docx	DOCX document	Nov 28, 2023
S06 Basement Plan_Floor_Arch.pdf	PDF	Nov 27, 2023
S06 SECTIONS _ DETAILS_Equipment_Arch.pdf	PDF	Nov 27, 2023
36C25223B0030 0005.docx	DOCX document	Nov 27, 2023
S06 North Elevation _ Cross Section Social Hall Bldg No. 4_Exterior_Arch.pdf	PDF	Nov 27, 2023
S06 A0005 Follow Up questions to Amendment 003.docx	DOCX document	Nov 27, 2023
S06 BUILDING NO 5 COMPANY 10_Exterior_Arch.pdf	PDF	Nov 27, 2023
36C25223B0030 0004.docx	DOCX document	Nov 20, 2023
P07 Wage Determination.pdf	PDF	Nov 20, 2023
S02 695-21-110_BiddersQuestionsLog_FINAL-1.xlsx	XLSX spreadsheet	Nov 16, 2023
S02 695-21-110_CvrSht_Amendment3-1.docx	DOCX document	Nov 16, 2023
S02 695-21-110_DwgFrom695-97-101REFERENCE-1.pdf	PDF	Nov 16, 2023
S02 695-21-110_030130_MaintCIPConcrete-1.pdf	PDF	Nov 16, 2023
36C25223B0030 0003.docx	DOCX document	Nov 16, 2023
S02 695-21-110_017419_ConstrWasteMan-1.pdf	PDF	Nov 16, 2023
S02 Wage Determination correction.pdf	PDF	Nov 16, 2023
S02 695-21-110_GeotechReport_210512-1.pdf	PDF	Nov 16, 2023
S02 695-21-110_PCRA_230901-2.pdf	PDF	Nov 16, 2023
S04-PreBid2ndSignInSheet-1.pdf	PDF	Nov 16, 2023
36C25223B0030 0002.docx	DOCX document	Oct 18, 2023
S04 - Pre-Bid Sign-in Sheet.pdf	PDF	Oct 11, 2023
36C25223B0030 0001.docx	DOCX document	Oct 11, 2023
S02 695-21-110 Drawings Part 3.pdf	PDF	Sep 28, 2023
36C25223B0030_1.docx	DOCX document	Sep 28, 2023
S02 695-21-110 Drawings Part 1.pdf	PDF	Sep 28, 2023
S02 Wage Determination.pdf	PDF	Sep 28, 2023
S02 695-21-110 Drawings Part 2.pdf	PDF	Sep 28, 2023
S02 695-21-110 Specficiations.pdf	PDF	Sep 28, 2023

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RIM 652.54

12"E 650.34

ASPHALT WALK (HANK AARON TRAIL)

EXISTING

BUILDING 4

EXISTING

BUILDING 6

EXISTING

BUILDING 5

EXISTING

BUILDING 7

TRANSFORMER

P O

R C

P O

R C

P O

R C

C O

N C

ETE W

ALK

CONCRETE

SERVICE

CHASE WITH

VENT COVER S-2

VENT SHAFT

V-1

CHAIN LINK FENCE

ASPHALT

C O

N C

R E

CONCRETE WALK

STEPS & HANDS RAILS

WOOD RAMP

PORCH

WOOD RAMP

TRANSFORMER

SERVICE CHASE WITH VENT COVER

S-3 / VAULT D

SEPTIC VENT

C O

N C

ETE W

ALK

CONCRETE

C O

N C

W A

CONCRETE

STAIRS

CONCRETE

BRICK WALL

TREES

ASPHALT

BUILDING WELL

UTILITY MARKINGS END

HERE, THEY POSSIBLY GO

INTO THE TUNNEL

W W

ROUND DRAIN

TOP OF BEEHIVE 679.67

RIM 679.23

N&S. 675.39

W. 676.02

ROUND DRAIN

TOP OF BEEHIVE 680.11

RIM 679.69

E,W&N. 676.43

FABRIC IN STRUCTURE

15" CMP

IE. 651.72

15" CMP

IE. 651.54

18" RCP

IE. 652.01

18" RCP

IE. 651.47

DOWNSPOUT

6" PVC

IE. 662.81

SEPTIC VENT

DOWNSPOUT

YARD HYDRANT

DOWNSPOUT

W W W W W W W W

UG/EUG/EUG/E

FOCFOCFOCFOC

FOC

FOCFOCFOCFOCFOC

UG/T

UG/T UG

UG/EUG/E

UG/E

UG/E UG/E UG/E UG/EFOCFOCFOCFOCFOC

FOC

UG/E

FOC

UG/E

FOC

W W

UG/T UG/E

UG/E

FOC

W W

681681

670 66

666667

MANHOLE

M-1

VAULT C

LOC

LOC LOC

LOC

LOCLOCLOCLOC

LOC

LOCLOCLOC

LOC

LOC LO

LOC LOC

LOC

LOCLOC

SERVICE CHASE WITH

NO COVER UNDER DECK

LOC

CLOC

LOC

EXISTING 4" CORRUGATED

PLASTIC PIPE PER 1998

AS-BUILT DRAWING. NOT

FIELD VERIFIED.

EXISTING 4" CORRUGATED

PLASTIC PIPE PER 1998

AS-BUILT DRAWING. NOT

FIELD VERIFIED.

EXISTING 4" CORRUGATED

PLASTIC PIPE PER 1998

AS-BUILT DRAWING. NOT

FIELD VERIFIED.

EXISTING STEAM TUNNEL

REFERENCED FROM 1998

AS-BUILT DRAWINGS.

NOT FIELD LOCATED

EXISTING STEAM TUNNEL

REFERENCED FROM 1998

AS-BUILT DRAWINGS.

NOT FIELD LOCATED

EXISTING STEAM TUNNEL

REFERENCED FROM 1998

AS-BUILT DRAWINGS.

NOT FIELD LOCATED.

STORAGE AND

STAGING AREA

STORAGE AND

STAGING AREA

RIM 652.54

12"E 650.34

RIM 641.23

IE. 636.23

TO SUMP

(NO VIS. PIPES)

RIM 646.72

N 639.6± S 639.6±

CONCRET

CHAIN LINK FENCE

CONC.

ASPHALT WALK (HANK AARON TRAIL)

CONC. WALK

C O

N C

R E

C O

N C

R E

BM: 641.53'

BW BOLT

ON HYDRANT

UG/E

GAS

UG/T

C O

N C

ETE W

ALK

CONCRETE

SERVICE

CHASE WITH

VENT COVER S-2

SERVICE CHASE

WITH VENT COVER

S-1

VENT SHAFT

V-2 / VAULT B

CHAIN LINK FENCE

STEPS & HANDS RAILS TREES

TREES

FABRIC IN STRUCTURE

15" CMP

IE. 651.72

15" CMP

IE. 651.54

18" RCP

IE. 652.01

18" RCP

IE. 651.47

DOWNSPOUT

6" PVC

IE. 662.81

UG/E

UG/T

UG/E

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

GAS

FOC

UG/T

UG/E

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

FOC

FOC FOC FOC FOC FOC FOC

UG/EUG/EUG/EUG/E

UG/E

UG/T

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

W W

GAS GAS GAS

W W

W W W W W W W

UG/EUG/EUG/E

FOCFOCFOCFOC

UG/T

UG/T UG

670 66

666667

EXISTING

BUILDING 43

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

LOC

LOC LOC

LOC

LOCLOCLOCLOC

LOC

CLOC

LOC

LOCLOC

LOCLOCLOC

LOC

LOC LOC

EXISTING 4" CORRUGATED

PLASTIC PIPE PER 1998

AS-BUILT DRAWING. NOT

FIELD VERIFIED.

EXISTING 4" CORRUGATED

PLASTIC PIPE PER 1998

AS-BUILT DRAWING. NOT

FIELD VERIFIED.

EXISTING STEAM TUNNEL

REFERENCED FROM 1998

AS-BUILT DRAWINGS.

NOT FIELD LOCATED.

STORAGE AND

STAGING AREA

AREA OF WORK

SCALE: NO SCALE

MATCHLINE

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: ACG Project NumberCONSULTANTS:

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 JULY 14, 2023 ZLRFCM

REPAIR NORTH CAMPUS

STEAM TUNNEL

695-21-110

CLEMENT J. ZABLOCKI VAMC

5000 W NATIONAL AVE, MILWAUKEE, WI

53295 4

100% BID DOCUMENTS

N/A

22-177-Q30

KEY NOTES:

1) EXISTING PRECAST CONCRETE RISER SECTIONS TO BE

EXCATAVED AND WATERPROOFED. WATERPROOFING SYSTEM TO

CONNECT TO EXISTING 4" FOUNDATION DRAIN. SEE

ARCHITECTURAL PLANS FOR DETAILS.

2) EXISTING PRECAST CONCRETE STEAM VAULT TO BE

EXCAVATED AND WATERPROOFED. WATERPROOFING SYSTEM TO

CONNECT TO EXISTING 4" FOUNDATION DRAIN. SEE

ARCHITECTURAL PLANS FOR DETAILS.

3) SHORING CONTRACTOR TO PROVIDE SUPPORT FOR TUNNEL

CONNECTIONS DURING EXCAVATION AND WATERPROOFING OF

VAULT B. EXISTING SUMP PIT EXTENDS BENEATH TUNNEL

CONNECTIONS AT VAULT B. TUNNELS WILL NEED TO BE

SUPPORTED DURING WATERPROOFING OF SUMP PIT.

4) LOCALIZED LOW POINTS TO BE REGRADED TO PROVIDE

POSITIVE DRAINAGE.

5) REPLACE EXISTING 26" MANHOLE RING AND COVER WITH L1

WATERTIGHT SOLID TOP MANHOLE. CONTRACTOR TO VERIFY

SIZE. SEE DETAIL 2 ON CS501.

6) PROVIDE NEW SIDEWALK. SEE DETAIL 1 ON SHEET CS501.

7) PROVIDE CONSTRUCTION SIGN ON CONSTRUCTION FENCING.

SEE DETAIL 4 ON SHEET CS501.

8) PROVIDE SAFETY SIGN ON CONSTRUCTION FENCING. SEE

DETAIL 3 ON SHEET CS501.

9) PROVIDE LOCKABLE CONSTRUCTION FENCING WITH

SCREENING. CONFIRM LOCATION WITH VA COR.

10) POTENTIAL LAYDOWN AND STAGING AREA. CONFIRM

LOCATION WITH VA COR.

KEY PLAN

CIVIL SITE, GRADING, AND UTILITY PLAN

CS101

MATCHLINE: CS101

1" = 20'

SCALE IN FEET

20 10 20 40 before you dig belowKnow what's

Call

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 PROPOSED AND

EXISTING PAVEMENTS, CURB AND GUTTER, SIDEWALKS, WALLS, AND

UTILITIES.

3) ALL BUFFERS, TREE SAVE AREAS, AND UNDISTURBED AREAS

SHALL BE CLEARLY IDENTIFIED BY FLAGGING AND/OR FENCING

PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE.

4) NO OUTSIDE STORAGE IS PERMITTED WITHOUT APPROVAL OF

THE VA. THIS INCLUDES SUPPLIES, VEHICLE, EQUIPMENT,

PRODUCTS, ETC.

5) ALL EROSION, SEDIMENT CONTROL AND TREE PROTECTION

MEASURES SHALL BE INSTALLED PRIOR TO ANY GRADING.

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

7) 24 HOUR CONTACT: VA COR

8) 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.

9) CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION

AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS

DURING CONSTRUCTION FOR PROTECTION OF ADJACENT

ROADWAYS.

10) CONTRACTOR SHALL VERIFY THAT ALL SITE FURNISHINGS,

FEATURES, UTILITIES, AND GRADES SHOWN ON THESE DRAWINGS

ARE CONGRUENT WITH FIELD CONDITIONS PRIOR TO WORK

STARTING. NOTIFY VA COR IMMEDIATELY OF ANY DISCREPANCIES.

11) CONTRACTOR TO ENSURE SHORING PLAN AND ACTIVITIES

ADHERES TO ALL REQUIREMENTS OF SPEC SECTION 01 35 26.

SHEET NOTES:

815 SQUARE FEET

NEW SIDEWALK

115 SQUARE FEET

NEW SIDEWALK

535 SQUARE FEET

NEW SIDEWALK

MATCHLINE: CS101

MATCHLINE: CS101 MATCHLINE: CS101

cmassey

CAD

VA Provided 1998 As-Builts Show Rim to Invert of Vault as 13.82' A/E Potholing indicates 30" to the top of tunnel.

cmassey

CAD

VA Provided 1998 As-Builts Show Rim to Invert of Vault as 21.59' A/E Potholing indicates 132" to top of tunnel cmassey

CAD

A/E Potholing indicates 64" to top of tunnel.

cmassey

CAD

A/E Potholing indicates 144" to top of tunnel.

cmassey

CAD

VA Provided 199 As-Builts Show Vault as 12'-6" deep. A/E Potholing indicates 34" to top of tunnel/vault.

VHAMIWGudexS Cloud+

VHAMIWGudexS Text Box

VHAMIWGudexS Text Box 11/8/2023

VHAMIWGudexS Text Box Amendment 3

File details come from the government source that posted it. Updated Nov 16, 2023.