CHW-1 - Plan View (20200421).pdf

PDF 1 MB Posted Jun 5, 2020

Attached to: X1AA--528A5-19-533 MODULAR OFFICE SPACE FOR MEMBER SERVICES | Federal contract opportunity
Solicitation number: 36C24220B0033
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Dec 27, 2023

This document contains details for an upcoming federal contract opportunity to provide modular office space at the Canandaigua VA Medical Center. The Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2 will be posting a solicitation on or around April 13, 2020 to install new underground utilities and rent modular offices to serve as member services space. The project number is 528A5-19-533 and has a magnitude between $1,000,000 to $5,000,000. A 20% bid bond will be required to be submitted with bids for the work, which includes interior utilities, HVAC, electrical, lighting, water, and sanitary systems to condition the modular space. The NAICS code is 236220 with a small business size standard of $39.5 million. This opportunity is 100% set aside for Service-Disabled Veteran-Owned Small Businesses.

View the file

Other files for this federal contract opportunity

Other files attached to X1AA--528A5-19-533 MODULAR OFFICE SPACE FOR MEMBER SERVICES |, newest first.
File	Type	Posted
36C24220B0033 Amendment 0002 Modular Office Space for Member Services.pdf	PDF	Jun 12, 2020
585A5-19-533_Addendum-01_20-05-29.pdf	PDF	Jun 5, 2020
36C24220B0033 0001 Modular Building Amendment.docx	DOCX document	Jun 5, 2020
36C24220B0033-001.docx	DOCX document	May 14, 2020
36C24220B0033-003.pdf	PDF	May 14, 2020
36C24220B0033-004.pdf	PDF	May 14, 2020
36C24220B0033-002.pdf	PDF	May 14, 2020

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

SERVICE ACCESS

BUILDING N

OHD OHD OHD

TEMP. MODULAR

KITCHEN

RECEIVING

DOCK

WALKWAY

LAND.

HVAC

TEMP. MODULAR

LAB

CTG. D CTG. C CTG. B CTG. A

COMMUNITY

CENTER

BUILDING K

BUILDING

CANANDAIGUA VAMC - BP1 -

VOLUME 1 - SITE AND CIVIL

06/1/2017

Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of

Construction and Facilities

Management

400 FORT HILL AVE, CANANDAIGUA, NY, 14424

J.D.S. T.A.H.

528-400

PASSERO ASSOCIATES

Engineering

UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS IN VIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 AND ARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTED

Architecture

242 WEST MAIN STREET, SUITE 100, ROCHESTER, NY 14614

REVISIONS

No. Description Date

CONSULTANTS:

Drawing Title:

Approved: Project Director

ANDREW KEIRN

ARCHITECTS/ENGINEERS:STAMP

387 East Main Street Rochester, NY 14604-2107

Voice: 585.232.8300 Fax: 585.232.9221 www.swbr.com

SWBR ARCHITECTS and TRO JUNG BRANNEN ARCHITECTS & ENGINEERS in JOINT VENTURE

T R

J B

P r o j e c t

S W

B R

P r o j e c t

SHEET MAP

BID DOCUMENTS

A 0005 AMENDMENT 0005 9/18/17

BP-2 GAS BP-2 AHU GAS 5/20/19

Utility Plan

MATCHLINE TO DWG. CU106

M A T C H

L I N

T O

W G

C U

MATCHLINE TO THIS SHEET

DRAFT

CHW-1

2/25/2019

AutoCAD SHX Text

VAN

AutoCAD SHX Text

22" MAPLE

AutoCAD SHX Text

16"MAPLE

AutoCAD SHX Text

20" MAPLE

AutoCAD SHX Text

18"MAPLE

AutoCAD SHX Text

6" DRAIN TOP GRATE806.54

AutoCAD SHX Text

CANOPY

AutoCAD SHX Text

MSNRY BLDG NO.118

AutoCAD SHX Text

MASONRY ENCLOSED WALKWAY

AutoCAD SHX Text

3'X3' CONC VAULT (COM)

AutoCAD SHX Text

8" DRAIN TOP GRATE806.68

AutoCAD SHX Text

4' BUSHES

AutoCAD SHX Text

12" PINE

AutoCAD SHX Text

20" PINE

AutoCAD SHX Text

4'BUSH

AutoCAD SHX Text

2-4' BUSHES

AutoCAD SHX Text

3 BUSHES

AutoCAD SHX Text D

AutoCAD SHX Text

MSNRY BLDG. NO. 37

AutoCAD SHX Text

18" FIR

AutoCAD SHX Text

MASONRY ENCLOSED WALKWAY

AutoCAD SHX Text

14" MAPLE

AutoCAD SHX Text

16" PINE

AutoCAD SHX Text

2 4" C/O IN CONC PAD

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

12" MAPLE

AutoCAD SHX Text

14" MAPLE

AutoCAD SHX Text

MASONRY BUILDING NO. 36

AutoCAD SHX Text

WOOD GAZEBO ON CONCRETE PAD

AutoCAD SHX Text

5-5' BUSHES

AutoCAD SHX Text

16" MAPLE

AutoCAD SHX Text

14" MAPLE

AutoCAD SHX Text

16" PINE

AutoCAD SHX Text

16" PINE

AutoCAD SHX Text

16" PINE

AutoCAD SHX Text

12" MAPLE

AutoCAD SHX Text

MSNRY BLDG NO. 118

AutoCAD SHX Text

6" MAPLE

AutoCAD SHX Text

DOORWAY F.F. 813.01

AutoCAD SHX Text

METAL/GLASS SHELTER ON CONCRETE PAD

AutoCAD SHX Text

MASONRY ENCLOSED WALKWAY

AutoCAD SHX Text

METAL SHED

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

18"OAK

AutoCAD SHX Text

8"APPLE

AutoCAD SHX Text

8"APPLE

AutoCAD SHX Text

14"PINE

AutoCAD SHX Text

DOORWAY F.F. 813.05

AutoCAD SHX Text

4.5' CONCVAULT

AutoCAD SHX Text

18"PINE

AutoCAD SHX Text

16" LOCUST

AutoCAD SHX Text

18" LOCUST

AutoCAD SHX Text

16" LOCUST

AutoCAD SHX Text

22" MAPLE

AutoCAD SHX Text

0.4'X6.4' TRENCH DRAIN TOP GRATE 807.25

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

RETE

AutoCAD SHX Text

WALK

AutoCAD SHX Text

18" MAPLE

AutoCAD SHX Text

14" CATALPA

AutoCAD SHX Text

20" MAPLE

AutoCAD SHX Text

24" LOCUST

AutoCAD SHX Text

24" MAPLE

AutoCAD SHX Text

CONCRETE WALK/RAMP

AutoCAD SHX Text

CONC. PAD

AutoCAD SHX Text

MSNRY ENCLOSED WALKWAY

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

22" LOCUST

AutoCAD SHX Text

MSNRY BLDG. NO. 37

AutoCAD SHX Text

ROW OF BUSHES

AutoCAD SHX Text

MSNRY BUILDING

AutoCAD SHX Text

OXY. LINE

AutoCAD SHX Text F.F.809.11

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

4' BUSHES

AutoCAD SHX Text

DOORWAY F.F. 812.99

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text St

AutoCAD SHX Text

METAL & GLASS SHELTER

AutoCAD SHX Text

5"VALVE (LABELED CP TEST)

AutoCAD SHX Text

MSNRY ENCLOSED WALKWAY

AutoCAD SHX Text

2-4"VCP C/O

AutoCAD SHX Text

4"VCP C/O

AutoCAD SHX Text

4"VCP C/O

AutoCAD SHX Text

2-4"VCP C/O

AutoCAD SHX Text

5"PIPE/WV CAP

AutoCAD SHX Text

5"PIPE/WV CAP

AutoCAD SHX Text

2-4"VCP C/O IN CONC PAD

AutoCAD SHX Text

6"VCP C/O IN CONC PAD

AutoCAD SHX Text

2-4"VCP C/O IN CONC PAD

AutoCAD SHX Text

4"METAL C/O

AutoCAD SHX Text

2-4"VCP C/O IN CONC

AutoCAD SHX Text

6"VCP C/O

AutoCAD SHX Text

2-4"VCP C/O IN CONC PAD

AutoCAD SHX Text

6"VCP C/O

AutoCAD SHX Text

2-4"VCP C/O IN CONC PAD

AutoCAD SHX Text

12" PINE

AutoCAD SHX Text

CONC. WALK

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text E

AutoCAD SHX Text

BUSHES

AutoCAD SHX Text

BUSHES

AutoCAD SHX Text E

AutoCAD SHX Text

8" NORWAY MAPLE

AutoCAD SHX Text E

AutoCAD SHX Text

HYD

AutoCAD SHX Text

GLYC

AutoCAD SHX Text

GLYC

AutoCAD SHX Text

GLYC

AutoCAD SHX Text

GLYC

AutoCAD SHX Text

BUSHES

AutoCAD SHX Text

4-2" CEDARS

AutoCAD SHX Text

WATER MAIN FROM RECORD MAPPING

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

12" DRAIN T.G. 808.5

AutoCAD SHX Text

CONC WALK

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

CONCRETE WALK

AutoCAD SHX Text

MSNRY BLDG 9

AutoCAD SHX Text

15" PINE

AutoCAD SHX Text

6" LINDEN

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

COMMUNICATIONS CONDUIT (UNKNOWN SIZE & TYPE) FROM MARKERS FOUND

AutoCAD SHX Text

HYD.

AutoCAD SHX Text

HYD.

AutoCAD SHX Text

HYD.

AutoCAD SHX Text

HYD.

AutoCAD SHX Text

FEE ±813.05

AutoCAD SHX Text

BASEMENT ELEV ±813.05

AutoCAD SHX Text

BASEMENT FFE ±804.50

AutoCAD SHX Text

BASEMENT FFE ±807.11

AutoCAD SHX Text

CONC. WLK

AutoCAD SHX Text

MSNRY BLDG 9

AutoCAD SHX Text

MSNRY BUILDING NO. 36

AutoCAD SHX Text S

AutoCAD SHX Text ±811.7

AutoCAD SHX Text ±811.30

AutoCAD SHX Text H22

AutoCAD SHX Text H29

AutoCAD SHX Text H30

AutoCAD SHX Text H31

AutoCAD SHX Text H20

AutoCAD SHX Text C/O 2a

AutoCAD SHX Text C/O 2d

AutoCAD SHX Text C/O 2e

AutoCAD SHX Text

NEW 4" POLYETHYLENE GAS MAIN. TO BE INSTALLED BY NYSE&G

AutoCAD SHX Text

NEW 8" STUBS FOR FUTURE CONNECTIONS

AutoCAD SHX Text E

AutoCAD SHX Text

MH-E-103

AutoCAD SHX Text E

AutoCAD SHX Text

MH-E-118

AutoCAD SHX Text E

AutoCAD SHX Text

MH-E-104

AutoCAD SHX Text E

AutoCAD SHX Text

MH-E-119

AutoCAD SHX Text

EXTEND DUCTBANK UNDER SIDEWALK FOR FUTURE ELECTRIC

AutoCAD SHX Text

TRENCH DRAIN (TD2-1) GRATE=812.0 INV=810.00

AutoCAD SHX Text

CONNECT SUMP OUTLET TO STRUCTURE D5-20. SEE PLUMBING PLANS FOR DETAILS

AutoCAD SHX Text CONTRACTOR TO PROVIDE ALL FITTINGS NECESSARY TO CONNECT EXISTING (BASE BID) AND NEW (OPTIONAL NEW (OPTIONAL BUILDING 3 WORK) ROOF LEADERS AND ROOF LEADERS AND BUILDING STORM LATERAL CONNECTIONS TO NEW STORM SYSTEM SEE DETAIL 3-14

AutoCAD SHX Text

CORE EXISTING MANHOLE AND CONNECT NEW STORM SEWER INV=805.50

AutoCAD SHX Text C/O

AutoCAD SHX Text

REMOVE AND RESET FENCE AS NECESSARY TO INSTALL NEW ELECTRICAL DUCTBANK

AutoCAD SHX Text T

AutoCAD SHX Text

TMH-4

AutoCAD SHX Text

THD-1

AutoCAD SHX Text CONNECT NEW STORM LATERAL TO EXISTING LATERAL 5' AWAY FROM EXISTING STAIRS. CONTRACTOR SHALL CLEAN EXISTING DRAIN AND LATERAL OF DEBRIS. SEE DETAIL 3-14

AutoCAD SHX Text INSTALL CASING PIPE FOR NEW SEWERS (CASING PIPE SHALL BE 1.5 TIMES THE SIZE OF THE SEWER) SEWERS TO BE INSTALLED USING JACK AND BORE METHOD. SEE DETAIL 3-6

AutoCAD SHX Text

APPROXIMATE LOCATION OF GAS METER AND 4" SERVICE (BY NYSE&G)

AutoCAD SHX Text E

AutoCAD SHX Text

LAUNCHING/RECEIVING PIT

AutoCAD SHX Text

LAUNCHING PIT

AutoCAD SHX Text 24" PVC CASING PIPE UNDER TUNNEL FOR ELECTRICAL CONDUITS REFER TO DETAIL SHEET 4-11 AND 3-6

AutoCAD SHX Text LOCATE AND CONNECT EXISTING LATERAL TO NEW STORM DRAIN SITE CONTRACTOR SHALL FURNISH AND INSTALL ALL FITTINGS TO MAKE CONNECTION (TYP)

AutoCAD SHX Text

CONNECT NEW SEWER TO EX. LATERAL. PROVIDE FITTINGS.

AutoCAD SHX Text

NEW TELECOMMUNICATIONS DUCTBANKS TO BE INSTALLED UNDER SECURITY BARRIER.

AutoCAD SHX Text

TMH-9

AutoCAD SHX Text T

AutoCAD SHX Text

NEW TELECOMMUNICATIONS AND ELECTRICAL DUCTBANKS TO BE INSTALLED UNDER NEW SEWER.

AutoCAD SHX Text

NEW TELECOMMUNICATIONS DUCTBANKS. SEE TELECOM PLANS FOR DETAILS

AutoCAD SHX Text

MH-E-125

AutoCAD SHX Text E

AutoCAD SHX Text CONNECT NEW SEWER TO EXISTING SEWER WITH NEW ELASTOMERIC CONNECTION. PROVIDE CLEANOUT AT WYE LOCATION. INV TO BE VERIFIED IN FIELD (±800.00) REVISED SOUTHWEST INVERT @ S5-2=801.0 ALTERNATE 13 NOT ACCEPTED, THEREFORE MANHOLE S5-4 WILL NOT BE INSTALLED.

AutoCAD SHX Text

INV=801.53

AutoCAD SHX Text

TEMP TG=810.0

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text c/o

AutoCAD SHX Text

AutoCAD SHX Text C/O

AutoCAD SHX Text

NEW 4" D.I.P. DOMESTIC WATER SERVICE

AutoCAD SHX Text E

AutoCAD SHX Text

8" HDPE @ 1.00% MIN.FOR DOWNSPOUT COLLECTION

AutoCAD SHX Text

AutoCAD SHX Text C/O

AutoCAD SHX Text

PROP. 6" PVC SDR-35 SAN. LATERAL @ 1.00% (MIN.)

AutoCAD SHX Text

NEW 8" D.I.P. FIRE MAIN TO COTTAGES PROVIDE THRUST BLOCKS AT ALL BENDS

AutoCAD SHX Text

PIV VALVE

AutoCAD SHX Text T

AutoCAD SHX Text

PIV VALVE

AutoCAD SHX Text

NEW 8" CL 52 D.I.P. FIRE SERVICE FROM COMMUNITY CENTER

AutoCAD SHX Text

PIV VALVE

AutoCAD SHX Text S

AutoCAD SHX Text C/O

AutoCAD SHX Text

NEW 1000 GAL. GREASE INTERCEPTOR. SEE DETAIL 5-1. INV IN=807.40 INV OUT=807.15

AutoCAD SHX Text C/O

AutoCAD SHX Text

NEW BLDG 9 TRANSFORMER. SEE DETAIL 4-5

AutoCAD SHX Text T

AutoCAD SHX Text C/O

AutoCAD SHX Text

12" HDPE @ 0.50% SLOPE MIN.

AutoCAD SHX Text

ROOF LEADER (TYP)

AutoCAD SHX Text C/O

AutoCAD SHX Text PROPOSED 1.5" P.E. GAS SERVICES FROM B9 TO B8 A.H.U. ALSO SEE MECHANICAL PLANS FOR DETAILS. GAS SERVICE TO BE TRENCHED/HAND DUG UNDER THE EXISTING TUNNEL. ALL TRENCH EXCAVATIONS SHALL BE RESTORED TO MATCH EXISTING CONDITIONS. ASPHALT AND CONCRETE RESTORATION SHALL BE IN ACCORDANCE WITH THE PROJECT DETAILS.

AutoCAD SHX Text

VAN

AutoCAD SHX Text

VAN

AutoCAD SHX Text SOLID PIECE OF PIPE SHALL BE USE THROUGH TUNNELS. WELDED JOINTS SHALL BE LOCATED 5' ON EITHER SIDE OF THE TUNNEL

AutoCAD SHX Text

PROPOSED VALVE. BRING VALVE TO GRADE

AutoCAD SHX Text

12" CHILLED WATER SUPPLY AND RETURN

AutoCAD SHX Text

PROPOSED 6" CAP

AutoCAD SHX Text

FUTURE CHILLED WATERLINE SERVICE

AutoCAD SHX Text

12" CHILLED WATER SUPPLY AND RETURN

AutoCAD SHX Text

4" CHILLED WATER SUPPLY AND RETURN VALVE AND CAPPED TO BUILDING 118 AND 36

AutoCAD SHX Text

6" CHILLED WATER SUPPLY AND RETURN

AutoCAD SHX Text

6" CHILLED WATER SUPPLY AND RETURN

AutoCAD SHX Text

12" CHILLED WATER SUPPLY AND RETURN

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

SCALE

AutoCAD SHX Text 30'

AutoCAD SHX Text

AutoCAD SHX Text 15'

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text N

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text

8" CHILLED WATER SUPPLY AND RETURN

AutoCAD SHX Text

6" CHILLED WATER SUPPLY AND RETURN VALVED AND CAPPED FOR BUILDINGS 8,7,AND 6

CHILLED WATER VALVE AND VALVE BOX NOTE: GATE VALVES 4"-8" SHALL BE MUELLER RESILIENT WEDGE GATE VALVE MODEL A 2360 SERIES, OR KENNEDY VALVE AWWA C509, 250 PSI WORKING PRESSURE, NON RISING STEM WITH SQUARE OPERATING NUT (TURNED COUNTERCLOCKWISE TO OPEN), AND – “O" O" RING PACKING; NO SUBSTITUTIONS GATE VALVES 2" AND SMALLER SHALL BE KENNEDY AWWA 509 OR APPROVED EQUAL. VALVE BOXES SHALL BE 2 – PIECE CAST PIECE CAST IRON, SCREW TYPE, 5¼-INCHES SHAFT WITH STAY-PUT HEAVY-DUTY TRAFFIC WEIGHT LID MARKED “CHILLED WATER” TO CHILLED WATER” TO TO MATCH PIPING SYSTEM. BOXES SHALL BE MANUFACTURED BY BIBBY-STE-CROIX, TYLER UNION OR BINGHAM & TAYLOR. VALVE BOXES TO BE COATED WITH COAL TAR FOR BURIED SERVICE APPLICATION.

Sheets and Views

CU105

OLE1

File details come from the government source that posted it. Updated Jun 5, 2020.