583-17-102 dwg pkg 4 of 4.pdf

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Attached to
Y1NE--Construct Contingency Water Supply 583-17-102 Federal contract opportunity
Solicitation number
36C25022R0134
Issued by
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

About this file

This document outlines requirements for a federal construction contract solicitation to construct a contingency water supply at a Veterans Affairs medical center. Key details include the solicitation number, a project description and location, a construction magnitude between $5 million to $10 million, a 550 calendar day period of performance, applicable wage determinations, a July 29, 2022 deadline for requests for information, System for Award Management registration requirements, subcontracting plan and safety record submission requirements for non-small businesses, background check and medical center access procedures for contractor personnel, and COVID-19 screening protocols that must be followed to perform work onsite.

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Other files attached to Y1NE--Construct Contingency Water Supply 583-17-102, newest first.
File Type Posted
36C25022R0134 0005.docx DOCX document
R - 163-428 Geotechnical Report.pdf PDF
36C25022R0134 0004.docx DOCX document
36C25022R0134 0003.docx DOCX document
JCI Sole Source_Redacted.pdf PDF
Performance Relevancy Survey.docx DOCX document
ConServ Sole Source_Redacted.pdf PDF
Past Performance Questionnaire.docx DOCX document
36C25022R0134 0002.docx DOCX document
36C25022R0134 0001.docx DOCX document
Wage determination July 2022.txt TXT text file
583-17-102 dwg pkg 3 of 4.pdf PDF
36C25022R0134.docx DOCX document
VHA Directive1192.01 Seasonal Influenza Prevention.pdf PDF
583-17-102 NEPA .pdf PDF
583-17-102 dwg pkg 1 of 4.pdf PDF
583-17-102 Specifications.pdf PDF
RFI Form.docx DOCX document
Contractor Certification Regarding Safety and Environmental.docx DOCX document
583-17-102 dwg pkg 2 of 4.pdf PDF
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Text version

GENERAL NOTES: MECHANICAL KEY NOTES:

2 7

TO BUILDING

F

FROM TOWER

TO TOWER

F

M ai nt en an ce

C le ar an ce

M ai nt en an ce

C le ar an ce

WATER IN

PLUMBING FIXTURE SCHEDULE

H-LOT

Richard L. Roudebush VA Medical Center 1481 W. 10th St.

Indianapolis, Indiana 46202

CONTINGENCY WATER SUPPLY

AND REMEDIATION

SEPTEMBER, 2020

SEPTEMBER, 2020 40LWB EBT

MECHANICAL PLAN

PL-001

PUMP BUILDING MECHANICAL PLAN

1/2" = 1'-0"

PL.1

REFER TO STRUCTURAL DRAWINGS FOR ALL DIMENSIONS

AutoCAD SHX Text

1. ALL WORK SHALL COMPLY WITH LOCAL, STATE & FEDERAL CODES TO SATISFACTION ALL WORK SHALL COMPLY WITH LOCAL, STATE & FEDERAL CODES TO SATISFACTION OF CODE AUTHORITIES HAVING JURISDICTION. 2. COORDINATE ALL DEVICES, PIPEWORK, ETC. WITH LIGHTING, STRUCTURE, ETC. COORDINATE ALL DEVICES, PIPEWORK, ETC. WITH LIGHTING, STRUCTURE, ETC. THROUGH GENERAL CONTRACTOR. REFER TO ALL DRAWINGS, (PLUMBING, ELECTRICAL, STRUCTURAL, ETC.). NOTIFY ARCHITECT/ ENGINEER CONCERNING ANY CONFLICTS NOTED PRIOR TO BIDS, FOR CLARIFICATION TO SATISFACTION OF BIDDER. REFER TO SPECIFICATIONS FOR REQUIREMENTS. 3. CONTRACTOR SHALL SEAL ALL PIPING AND DUCT PENETRATIONS THROUGH WALLS CONTRACTOR SHALL SEAL ALL PIPING AND DUCT PENETRATIONS THROUGH WALLS AND FLOORS AS PER THE RATED UL DESIGNATION'S REQUIREMENTS. REFER TO CONSTRUCTION DOCUMENTS FOR ALL UL RATINGS. 4. CONTRACTOR SHALL CAP AND SEAL ALL PIPING DURING CONSTRUCTION TO PREVENT CONTRACTOR SHALL CAP AND SEAL ALL PIPING DURING CONSTRUCTION TO PREVENT CONTAMINATION DUE TO CONSTRUCTION DEBRIS. 5. ALL VALVES SHALL BE INSTALLED FOR MAXIMUM ACCESSIBILITY. ALL VALVES SHALL BE INSTALLED FOR MAXIMUM ACCESSIBILITY. 6. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL CODES TO THE SATISFACTION OF THE AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL OBTAIN REQUIRED PERMITS AND APPROPRIATE WORK AUTHORIZATION PRIOR TO BEGINNING WORK. 7. CONTRACTOR SHALL VERIFY EXACT LOCATION OF UTILITIES, INVERT ELEVATIONS, ETC. CONTRACTOR SHALL VERIFY EXACT LOCATION OF UTILITIES, INVERT ELEVATIONS, ETC. PRIOR TO BEGINNING ANY ROUGH-IN OF SUBSURFACE WORK. COORDINATE ALL UTILITY TIE-IN REQUIREMENTS WITH RESPECTIVE UTILITIES. 8. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, DETAILS, ETC. INSTALL REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, DETAILS, ETC. INSTALL WORK TO CONFORM TO ARCHITECTURAL AND STRUCTURAL DRAWINGS AS REQUIRED. REVIEW COMPLETE SET OF CONTRACT DOCUMENTS PRIOR TO SUBMITTING BID. 9. COORDINATE ALL WORK THROUGH GENERAL CONTRACTOR. COORDINATE CUTTING, COORDINATE ALL WORK THROUGH GENERAL CONTRACTOR. COORDINATE CUTTING, PATCHING, TRENCHING WORK WITH SITE GRADING/PAVING PLAN. 10. PLUMBING CONTRACTOR TO PROVIDE ALL PIPING WITHIN BUILDING AND TO 5'-0" PLUMBING CONTRACTOR TO PROVIDE ALL PIPING WITHIN BUILDING AND TO 5'-0" OUTSIDE OF BUILDING.

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FD-M

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PIPE STAND AS

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UH-1

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AutoCAD SHX Text INSTALL PUMP ON 4" HIGH CONCRETE PAD. PAD SHALL EXTEND 6" AROUND PERIMETER OF PUMP BASE. PROVIDE AND INSTALL NEW VFD FOR DOMESTIC WATER PUMP IN THIS VICINITY. DROP 8" LINE DOWN TO 54" BELOW GRADE AND CONTINUE AS SHOWN. PROVIDE A MOVABLE CHAIN FALL IN THIS VICINITY FOR REMOVAL OF EQUIPMENT IN BUILDING. PROVIDE ALL NECESSARY SUPPORT AS REQUIRED FOR CHAIN FALL. SUPPORT BEAMS SHALL BE INSTALLED AND SELECTED PER THE MANUFACTURERS RECOMMENDATIONS. MOUNT WALL AIR HANDLER UNIT IN THIS VICINITY. ROUTE INSULATED CONDENSATE DRAIN LINE THRU WALL TO FLOOR DRAIN. PROVIDE AN ACCESS PANEL FOR ACCESS TO HUB DRAIN. TWO UV LAMP SYSTEMS TO BE PROVIDED. EACH SYSTEM TO BE DESIGNED AT A FLOW RATE OF 1000 GPM (AQUAFINE IS THE BASIS OF DESIGN). INSTALL UV LAMP SYSTEM ON 4" HIGH CONCRETE PAD. PAD SHALL EXTEND 6" AROUND PERIMETER OF DEVICE BASE. UV SYSTEM TO BE INSTALLED PER MANUFACTURERS RECOMMENDATION. PROVIDE AND INSTALL NEW UV LAMP CONTROLLERS IN THIS VICINITY. INSTALL PER MANUFACTURERS RECOMMENDATIONS. SLAB TO BE DEPRESSED 4" BELOW MAIN SLAB. SLOPE SLAB TO DRAIN. INSTALL NEW CONTROL PANEL FOR DIRECT DIGITAL CONTROLLER IN THIS AREA. COORDINATE EXACT LOCATION OF PANEL WITH OWNER. MOUNT ELECTRIC UNIT HEATER APPROXIMATELY WHERE INDICATED. INSTALL UNIT HEATER PER THE MANUFACTURER'S RECOMMENDATION. INSTALL SEPARATED COMBUSTION GAS FIRED UNIT HEATER WITH CONCENTRIC VENT THRU WALL WITH HORIZONTAL INTAKE/INLET AS PER MANUFACTURER'S RECOMMENDATIONS. GAS METER AND REGULATOR No.3 BY LOCAL GAS COMPANY (60 CFH DEMAND). CONTRACTOR SHALL PAY FOR ALL SERVICE AND CONNECTION CHARGES, INCLUDING METER AND REGULATOR COST. CONTACT LOCAL GAS CO. PRIOR TO BID FOR ESTIMATE OF SERVICE AND CONNECTION CHARGES. PROVIDE SLEEVE THRU WALL. RISE 1-1/2" GAS LINE UP AND RUN IN ACCESSIBLE CEILING SPACE. DROP 1" GAS LINE TO UNIT HEATER. CONNECT AS REQUIRED PROVIDING CUTOFF VALVE AND DRIP LEG. REFER TO CIVIL PLANS FOR CONTINUATION. PROVIDE AND INSTALL PROSET TRAP GUARD TRAP PRIMER IN FLOOR DRAIN. BOTTOM OF PIPE ELEVATION TO BE NO LOWER THAN 9'-0". CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES PRIOR TO INSTALLATION. PROVIDE ISOLATION VALVES IN VERTICAL PIPE. ADD 1" COPPER FEED LINE TO HOSE BIB HB-1 AND HB-2 AS INDICATED. PROVIDE PROVIDE PROVIDE A BALL TYPE CUTOFF VALVE IN AN ACCESSIBLE LOCATION.

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(60 CFH)

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RUN SEWER VENT

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AutoCAD SHX Text 3/4" ANTI-SIPHON VACUUM BREAKER, PROTECTED WALL FAUCET WITH 3/4" HOSE THREAD, BRASS CONSTRUCTION, TEE KEY HANDLE.

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DESCRIPTION

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MARK

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AutoCAD SHX Text 3/4" FREEZELESS WALL HYDRANT IN RECESSED BOX WITH INTEGRAL DRAIN, VACUUM BREAKER AND TEE KEY IN STAINLESS STEEL FINISH. VERIFY WALL THICKNESS.

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RLR VAMC FORM 09-JD0227

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NW

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NE

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FLOOR DRAIN

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MECHANICAL ABBREVIATIONS

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DESCRIPTION

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VARIABLE FREQUENCY DRIVE

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DOMESTIC WATER PUMP

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FD

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SYMBOL

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PUMP

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CONDENSATE DRAIN LINE

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CLEAN OUT

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UNIT HEATER

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UH

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PACKAGED WALL UNIT

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PWU

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ULTRA VIOLET DISINFECTION SYSTEM

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SANITARY SEWER

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SAN

H-LOT

Richard L. Roudebush VA Medical Center 1481 W. 10th St.

Indianapolis, Indiana 46202

CONTINGENCY WATER SUPPLY

AND REMEDIATION

SEPTEMBER, 2020

SEPTEMBER, 2020 40LWB EBT

PL-002

MECHANICAL DETAILS AND

SCHEDULES

MFB Series Multi-Bag Filter Housings

Model

A B C ØD E F G ØP

PUMP SCHEDULE

UNIT COOLINGFAN

PACKAGED WALL MOUNTED HEAT PUMP UNIT SCHEDULE

HEATING

SEPARATED COMBUSTION GAS FIRED UNIT HEATER

OUTSIDE CLEANOUT DETAIL

NO SCALE

2 AIR HANDLING UNIT DRAIN PIPING DIAGRAM

NO SCALE3 GAS UNIT HEATER DETAIL

NO SCALE4

NO SCALE

FLUE/COMBUSTION AIR THROUGH

1 WALL DETAIL

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RLR VAMC FORM 09-JD0227

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ARMY-TYPE, INTEGRATED TROLLEY HOISTS

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PIPE TO DRAIN

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SIDE VIEW

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LEG

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OUTLET

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ELECTRIC

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SERVICE

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CONTROL

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PUMP

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RPM

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HEAD

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FT H O

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PUMP-1

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DOMESTIC WATER PUMP

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PUMP-2

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AUROURA IS THE BASIS OF DESIGN (REFER TO SPECIFICATIONS)

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BMS

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DOMESTIC WATER PUMP

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BTUH

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STATIC PRES

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ENT ( F)

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MIN BTUH

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PWU-A

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ELECTRIC

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1. PROVIDE UNIT WITH OUTSIDE AIR BLANK OFF PLATE AND STANDARD CONTROLS WITH LAC AND ARL. 2. PROVIDE FACTORY MATCHED SUPPLY AND RETURN GRILLES. GRILLES SHALL BE ALUMINUM. COLOR SHALL MATCH WALL FINISH. COORDINATE COLOR WITH OWNER.

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AutoCAD SHX Text GAS FIRED UNIT HEATER SHALL HAVE A SEPARATED COMBUSTION SYSTEM AND A HORIZONTAL OR VERTICAL VENT TERMINAL/COMBUSTION AIR INLET ASSEMBLY. VENT TERMINAL/AIR INLET ASSEMBLY SHALL BE COMPLETE WITH CONCENTRIC ADAPTER, COMBUSTION AIR INLET, AND FLUE EXHAUST TERMINAL.

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PROVIDE THERMOSTAT. MOUNT THERMOSTAT @ 54" A.F.F.

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BUILDING

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REZNOR MODEL UDAS-60 OR EQUAL

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PROP.

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DIRECT

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IRON THIMBLE

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20 GAUGE GALVANIZED

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MARKED "CLEANOUT"

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CAST IRON FRAME AND COVER

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SANITARY SEWER LINE

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CLEANOUT PLUG

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PAD

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AIR HANDLING UNIT W/ COOLING

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THREADED PLUG

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OPEN P-TRAP

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CONDENSATE DRAIN LINE FULL

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SLOPE DRAIN TO FLOOR DRAIN

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SIZE

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UNIT S.P. SCHEDULED

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TRAP DEPTH "D" EQUAL TO

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2" MIN.

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HANGERS AS

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UNIT HEATER

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ADAPTER BOX

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CONCENTRIC

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SECURE TO STRUCTURE ABOVE

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4" COMBUSTION AIR PIPE THROUGH ROOF

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ONE-PIECE "TERMINAL END" VENT PIPE

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EXHAUST GRILL

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3" MINIMUM 6" MAXIMUM

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1" MINIMUM 48" MAXIMUM

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WALL

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CONCENTRIC ADAPTOR BOX

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2" IF WALL IS COMBUSTIBLE

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ATTACH BOX TO WALL WITH BRACKETS

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COMBUSTION AIR TO HEATER (SEAL JOINTS)

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VENT (FLUE EXHAUST) PIPE FROM HEATER (SEAL JOINTS)

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ATTACH ONE-PIECE "TERMINAL END" PIPE TO VENT RUN NO MORE THAN 6" FROM BOX.

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4" MINIMUM 16" MAXIMUM

INLET AIR GUARD

1481 W. 10th St.

Indianapolis, Indiana 46202

CONTINGENCY WATER SUPPLY

AND REMEDIATION

SEPTEMBER, 2020

SEPTEMBER, 2020 40

RISER INFORMATION

PL-003

33LWB EBT

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RLR VAMC FORM 09-JD0227

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PLOT DATE:

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W

ELEVATED WATER SPHEROID TANK

SCALE: N.T.S.

LOGO PLACEMENT

SCALE: N.T.S.

WATER SPHEROID BASE PLAN VIEW

SCALE: N.T.S.

BURIED THRUST BLOCK DETAIL

SCALE: N.T.S.

H-LOT

Richard L. Roudebush VA Medical Center 1481 W. 10th St.

Indianapolis, Indiana 46202

CONTINGENCY WATER SUPPLY

AND REMEDIATION

SEPTEMBER, 2020 S.G.C. E.M.C.

SEPTEMBER, 2020

1217-10...\CONSTRUCTION DOCUMENTS\

WATER TANK DETAILS

MJ-001

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EXPANSION JOINT (TYP.)

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8" INLET PIPE

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12" OVERFLOW WITH ELBOWAND #4 MESH SCREENED OUTLET

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CONDENSATE/BOTTOM PLATFORM WITH DRAIN TO OVERFLOW

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CYLINDRICAL SHAFT

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TOP PLATFORM WITH 30" MANHOLE

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24" PAINTERSACCESS MANHOLE

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PAINTERS RAILS

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24" TANK BOTTOM MANHOLE

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ACCESS TUBE

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24" FLANGED EXHAUST HATCH

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ALUMINUM PRESSURE-VACUUM VENT

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OBSTRUCTION LIGHTING IN ACCORDANCE WITH FAA REGULATIONS

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30" RAINPROOFROOF HATCHES

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INSIDE ACCESS TUBE LADDER

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BOTTOM CAPACITY LEVEL

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DOUBLE CURVED KNUCKLE WITH SMOOTH TRANSITION

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ACCESS LADDER

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30" MANHOLE

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BURIED THRUST BLOCK

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CONC. PAD

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DOUBLE CURVED KNUCKLE WITH SMOOTH TRANSITION

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ACCESS LADDER

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36" X 80" ACCESS DOOR

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TOP OF FDN. EL. = 703.50'

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TOP CAPACITY LEVEL EL. = 867.00'

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8" OUTLET PIPE (FROM TANK)

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INLET FROM PUMP BUILDING PUMPS

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FOUNDATION (SEE SHEET SB-002)

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OUTLET TO PUMP BUILDING FILTER/UV SYSTEM

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INLET STRUCTURE

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PIPE SUPPORT

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8" TEE

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8" VALVE

AutoCAD SHX Text LOGO GENERAL NOTES: 1. LOGO SHALL BE PAINTED ON TWO SIDES OF THE WATER SPHEROID LOGO SHALL BE PAINTED ON TWO SIDES OF THE WATER SPHEROID TANK. COORDINATE WITH COR ON FINAL LOCATIONS. 2. LOGO COLOR SHALL BE BLACK. LOGO COLOR SHALL BE BLACK. 3. FONT SHALL BE PER VA STANDARD LETTERING.FONT SHALL BE PER VA STANDARD LETTERING.

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36" X 80" ACCESS DOOR

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OVERFLOW PIPE AND INLET STRUCTURE

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INLET PIPE

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OUTLET PIPE

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*AZIMUTH

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DESCRIPTION

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TRUE NORTH

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INLET PIPE

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OUTLET PIPE

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ACCESS DOOR

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OVERFLOW AND INLET

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LOGO #1

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LOGO #2

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90 DEG

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180 DEG

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270 DEG

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0 DEG

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TANK PILE CAP (SEE SHEET SB-002)

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28' TANK BASE

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* AZMUTHS SHALL BE COORDINATED WITH FINAL PILE AND FOUNDATION LAYOUT AND ADJUSTMENTS MADE AS NECESSARY. COORDINATE WITH COR BEFORE MAKING CHANGES.

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STAINLESS STEEL PIPE TO TANK BOTTOM

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TAPS " CORPORATION 34" CORPORATIONSTOP AND SAMPLE (TYP. INLET AND OUTLET)

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EXPANSION JOINT

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DUCTILE IRON PIPE (STUB 1'-0" ABOVE FLOOR)

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DUCTILE IRON BASE BEND (RESTRAINED)

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6" CONCRETE FLOOR

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THRUST BLOCK

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RLR VAMC FORM 09-JD0227

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NOTES: 1. REFER TO SPECIFICATIONS FOR DESIGN CRITERIA AND ADDITIONAL TANK REQUIREMENTS. TANK REFER TO SPECIFICATIONS FOR DESIGN CRITERIA AND ADDITIONAL TANK REQUIREMENTS. TANK SHALL BE IN ACCORDANCE WITH AWWA D100. 2. SEE CONTRACT SPECIFICATIONS FOR STEEL TANK COATING REQUIREMENTS. SEE CONTRACT SPECIFICATIONS FOR STEEL TANK COATING REQUIREMENTS. 3. TANK ELEVATION VIEW DOES NOT SHOW APPURTENANCES IN THEIR EXACT LOCATIONS. ITEMS ARE TANK ELEVATION VIEW DOES NOT SHOW APPURTENANCES IN THEIR EXACT LOCATIONS. ITEMS ARE ROTATED FOR CLARITY. 4. THE TANK MANUFACTURER IS RESPONSIBLE FOR DESIGN OF ALL TANK FEATURES AND THE TANK MANUFACTURER IS RESPONSIBLE FOR DESIGN OF ALL TANK FEATURES AND APPURTENANCES WITHIN THE LIMITS OF THE TANK FOUNDATION. DESIGN AND PROVIDE HANGERS, BRACKETS, THRUST RESTRAINTS, EXPANSION JOINTS, PIPING, VALVES, FITTINGS, LADDERS, SAFETY DEVICES, ETC AS REQUIRED BY THE CONTRACT DOCUMENTS AND AS NECESSARY FOR A COMPLETE TANK SYSTEM. 5. TANK MANUFACTURER WILL BE RESPONSIBLE FOR ANY GEOTECHNICAL INFORMATION REQUIRED TANK MANUFACTURER WILL BE RESPONSIBLE FOR ANY GEOTECHNICAL INFORMATION REQUIRED BEYOND THE PROVIDED GEOTECHNICAL DATA IN THE CONTRACT DOCUMENTS. 6. AN OSHA APPROVED SAFETY DEVICE SHALL BE PROVIDED ON ALL LADDERS AS SPECIFIED IN THE AN OSHA APPROVED SAFETY DEVICE SHALL BE PROVIDED ON ALL LADDERS AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. 7. THE 8" OUTLET PIPE SHALL HAVE A TEE AND ISOLATION VALVE INSTALLED WITH A CONNECTION THE 8" OUTLET PIPE SHALL HAVE A TEE AND ISOLATION VALVE INSTALLED WITH A CONNECTION PIPE TO THE 12" OVERFLOW PIPE TO ALLOW FOR DRAINING OF THE TANK. EXACT LOCATION SHALL BE PROVIDED BY THE TANK MANUFACTURER. PROVIDE PIPE SUPPORTS AS NECESSARY. 8. THE 8" INLET AND OUTLET TANK PIPING SHALL BE STAINLESS STEEL FROM THE EXPANSION JOINT THE 8" INLET AND OUTLET TANK PIPING SHALL BE STAINLESS STEEL FROM THE EXPANSION JOINT UP TO THE TANK. A FLANGE CONNECTION SHALL BE PROVIDED FOR CONNECTION TO THE TANK. PIPING BELOW THE EXPANSION JOINT SHALL BE DUCTILE IRON. 9. ALL WORK SHALL COMPLY WITH LOCAL, STATE & FEDERAL CODES TO SATISFACTION OF CODE ALL WORK SHALL COMPLY WITH LOCAL, STATE & FEDERAL CODES TO SATISFACTION OF CODE AUTHORITIES HAVING JURISDICTION. 10. CONTRACTOR SHALL CAP AND SEAL ALL PIPING DURING CONSTRUCTION TO PREVENT CONTRACTOR SHALL CAP AND SEAL ALL PIPING DURING CONSTRUCTION TO PREVENT CONTAMINATION DUE TO CONSTRUCTION DEBRIS. 11. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE & FEDERAL CODES TO THE ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE & FEDERAL CODES TO THE SATISFACTION OF THE AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL OBTAIN REQUIRED PERMITS AND APPROPRIATE WORK AUTHORIZATION PRIOR TO BEGINNING WORK. 12. CONTRACTOR SHALL VERIFY EXACT LOCATION OF UTILITIES, INVERT ELEVATIONS, ETC. PRIOR TO CONTRACTOR SHALL VERIFY EXACT LOCATION OF UTILITIES, INVERT ELEVATIONS, ETC. PRIOR TO BEGINNING ANY ROUGH-IN OF SUBSURFACE WORK. COORDINATE ALL UTILITY TIE-IN REQUIREMENTS WITH RESPECTIVE UTILITIES.

NEW PANEL 'WTH'

APPROXIMATE

LOCATION OF

NEW A.T.S. FOR

PUMP BUILDING

APPROXIMATE

LOCATION OF NEW

MAIN BREAKER FOR

PUMP BUILDING

NEW PANEL 'DP'

ON NEW RACK.

SEE DETAIL,

SPECIFICATIONS,

AND PLANS

FOR

ADDITIONAL

REQUIREMENTS.

EXISTING PANEL 'MDP' TO REMAIN

AND BE RE-FED. APPROXIMATE

LOCATION SHOWN.

EXISTING A.T.S. TO REMAIN AND BE

RE-FED. APPROXIMATE LOCATION

SHOWN.

NEW PANEL 'EDP' SURFACE

MOUNTED ON EXISTING WALL.

REPLACE EXISTING GENERATOR AND BELLY FUEL TANK

WITH NEW AS SPECIFIED AND AS INDICATED ON

DRAWINGS. RE-CONNECT EXISTING BATTERY CHARGER

AND JACKET HEATER CIRCUITRY TO NEW GENERATOR

COMPONENTS. RE-CONNECT EXISTING VEEDER ROOT

FUEL MONITORING SYSTEM TO NEW BELLY TANK.

RE-CALIBRATE FUEL SYSTEM MONITOR AS REQUIRED.

NEW

PANEL

'WTL'

H-LOT

Richard L. Roudebush VA Medical Center 1481 W. 10th St.

Indianapolis, Indiana 46202

CONTINGENCY WATER SUPPLY

AND REMEDIATION

SEPTEMBER, 2020

SEPTEMBER, 2020 40D.B.S. P.M.B.

ELECTRICAL / MECHANICAL SITE

PLAN

ELECTRICAL GENERAL NOTES:

A. CONTRACTOR SHALL REFER TO ALL OTHER PORTIONS OF THE CONTRACT DOCUMENTS (PLANS, SPECIFICATIONS, ADDENDA, ARCHITECTURAL SUPPLEMENTAL INSTRUCTIONS AND ANY APPROVED CHANGE ORDERS) AND PROVIDE ALL LIGHT FIXTURES, OUTLETS, TELE/DATA OUTLETS, SPEAKERS, AND ASSOCIATED CIRCUITRY AS IF ORIGINALLY INCLUDED ON THE ELECTRICAL PLANS. IF THERE ARE ANY DISCREPANCIES, CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER IN WRITING PRIOR TO ORDERING EQUIPMENT, ROUGH-IN FOR EQUIPMENT AND/OR INSTALLATION OF EQUIPMENT. PRIOR TO ROUGH-IN OF EQUIPMENT, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING COPIES OF APPROVED SHOP DRAWINGS OF SUCH EQUIPMENT AND REVIEWING SAID SUBMITTALS TO ENSURE COMPATIBILITY WITH THE ELECTRICAL SYSTEM. CONTRACTOR SHALL IMMEDIATELY NOTIFY ARCHITECT/ENGINEER IN WRITING OF ANY DISCREPANCIES BETWEEN THE REQUIRED ROUGH-IN REQUIREMENTS AND THE ELECTRICAL SYSTEM.

B. VERIFY EXACT MOUNTING HEIGHT OF ALL WALL MOUNTED FIXTURES/DEVICES W/ARCHITECT/OWNER PRIOR TO ROUGH-IN.

C. REFER TO ARCHITECTURAL REFLECTED CEILING FOR ALL CEILING MOUNTED DEVICES.

D. SHOULD IT BE NECESSARY TO RUN ANY ELECTRICAL SERVICES, CONDUITS, ETC. THROUGH THE BUILDING'S FOOTINGS, CONTRACTOR SHALL REFER TO THE STRUCTURAL DRAWINGS FOR ADDITIONAL RE-INFORCEMENT REQUIREMENTS. WHERE ELECTRICAL SERVICES ARE RUN PARALLEL TO THE FOOTINGS. ALSO REFER TO STRUCTURAL DRAWINGS FOR THE MINIMUM CLEAR DISTANCE TO MAINTAIN BETWEEN THE FOOTING AND THE CONDUIT.

E. CONTRACTOR SHALL PROPERLY SEAL PENETRATIONS TO RATED ASSEMBLIES AND ALL EXTERIOR WALLS TO PROPERLY MAINTAIN RATING & ASSEMBLIES AND BUILDING ENVELOPE.

F. RECEPTACLES WITHIN 6' OF A WATER SOURCE ( SINK OR LAVATORY ) SHALL HAVE GFCI PROTECTION.

G. ALL 20A 125V DUPLEX RECEPTACLES INSTALLED OUTDOORS SHOULD HAVE GFCI PROTECTION AND SHALL RECEIVE WP WHILE IN USE COVER PLATE AS SPECIFIED.

H. CONTRACTOR SHALL VISIT THE SITE AND FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING ANY WORK TO BE DONE.

I. CIRCUITS SHALL HAVE DEDICATED NEUTRALS. NEUTRALS SHALL NOT BE SHARED.

J. AS A MINIMUM ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2017 EDITION OF THE NATIONAL ELECTRICAL CODE.

K. REFER TO ELECTRICAL DIVISION SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

MES-001

ELECTRICAL/MECHANICAL SITE PLAN

1" = 10'

E1.1

ELECTRICAL SITE PLAN NOTES:

INTERCEPT EXISTING FEEDER TO EXISTING PANEL 'DP'. DISCONNECT FEEDER FROM SECONDARY TERMINALS OF UTILITY COMPANY TRANSFORMER AND PULL BACK THROUGH EXISTING CONDUIT TO ALLOW EXISTING CONDUIT TO BE CUT AND TURNED UP INTO NEW PANEL 'DP'. PULL EXISTING CONDUCTORS BACK THROUGH CONDUIT AND TERMINATE ON 400A SUB-FEED BREAKER IN NEW PANEL 'DP'. PROVIDE NEW FEEDER FROM TRANSFORMER (AS REPLACED BY

LOCAL UTILITY COMPANY) TO NEW PANEL 'DP'.

EXISTING LOCAL UTILITY COMPANY PADMOUNTED TRANSFORMER. COORDINATE REPLACEMENT WITH LOCAL UTILITY COMPANY AND CONTRACTOR SHALL PROVIDE NEW CONCRETE TRANSFORMER PAD IN ACCORDANCE WITH LOCAL

UTILITY COMPANY REQUIREMENTS.

NEW UNDERGROUND EMERGENCY FEEDER FROM NEW PANEL 'EDP' TO NEW PUMP BUILDING A,T.S.

NEW UNDERGROUND NORMAL POWER FEEDER FROM NEW PANEL 'DP' TO NEW PUMP BUILDING A.T.S.

EXISTING PARKING GARAGE FIRE ALARM PANEL. EXTEND INITIATION AND NOTIFICATION APPLIANCE CIRCUITS AS REQUIRED TO NEW PUMP BUIDING.

EXTEND 2"c. UNDERGROUND TO PUMP BUILDING BAS INTERFACE POINT. CONTINUE CONDUIT TO PARKING GARAGE BAS PANEL. REFER TO SPECIFICATIONS AND PLANS FOR ADDITIONAL REQUIREMENTS.

2"c. WITH FIRE ALARM SYSTEM WIRING AS REQUIRED.

RISE UP EXPOSED ON SIDE OF BUILDING TO IMMEDIATELY ABOVE FINISHED FLOOR AND L.B. INTO BUILDING. INSIDE OF BUILDING L.B. UP TO ROOM CEILING HEIGHT AND RUN CONDUIT WITH APPROPRIATE WIRING TO THEIR

RESPECTIVE INTERFACE POINT.

EXTEND 120v. CIRCUITS AS REQUIRED FROM NEW PANEL 'WTL' TO CONVENIENCES RECEPTACLES, INTERIOR LIGHTING OF TOWER SHAFT, FAA OBSTRUCTION LIGHTING , ETC.

INTERCEPT EXISTING UNDERGROUND ELECTRICAL CIRCUITRY AT THIS APPROXIMATE LOCATION. IN STALL FLUSH W/GRADE FIBERGLASS COMPOSITE JUNCTION BOX (24"w X 36" l X 24"d) WITH OPEN BOTTOM AND SPLICE EXISTING CIRCUITRY AS REQUIRED. IT IS OUR OPINION THAT THE EXISTING FEEDER SHOWN TO BE INTERCEPTED IS A 4"C, 4-600 KCMIL WITH #3 GROUND. HOWEVER THE CONTRACTOR SHALL VERIFY ONCE HE HAS OPENED THE GROUND AND EXPOSED THE CIRCUITRY. THE PANEL SCHEDULE (PANEL DP ON SHEET EK-001) INDICATES TO REFEED THE EXISTING PANEL MDP WITH THE ABOVE NOTED CIRCUITRY AS WELL.

PROVIDE AND INSTALL NEW UNDERGROUND ELECTRICAL CIRCUITRY IN NEW LOCATION SHOWN. REFER TO KEYNOTE #10 ABOVE FOR ADDITIONAL REQUIREMENTS.

INTERCEPT EXISTING UNDERGROUND FIBER OPTIC CABLE(s) AT THIS APPROXIMATE LOCATION. IN STALL FLUSH W/GRADE FIBERGLASS COMPOSITE JUNCTION BOX (24"w X 36" l X 24"d) WITH OPEN BOTTOM AND SPLICE EXISTING CABLE(s) AS REQUIRED.

PROVIDE AND INSTALL NEW UNDERGROUND FIBER OPTIC CABLE(s) IN NEW LOCATION SHOWN. REFER TO KEYNOTE #12 ABOVE FOR ADDITIONAL REQUIREMENTS

CONTRACTOR SHALL RE-LOCATE EXISTING LIGHT POLE AS INDICATED. EXTEND EXISTING CONDUIT TO NEW LOCATION AND PROVIDE NEW POLE FOUNDATION. REPLACE EXISTING CIRCUITRY WITH NEW TO NEW POLE LOCATION.

MECHANICAL AND FIRE PROTECTION SITE PLAN NOTES:

SPRINKLER LINE TO RUN BELOW GRADE APPROXIMATELY AS SHOWN AND CONNECT TO EXISTING DOMESTIC WATER SYSTEM. COORDINATE ROUTING WITH EXISTING UNDERGROUND UTILITIES, STRUCTURE, ETC. PRIOR TO

INSTALLATION.

NEW 2 12" WET PIPE SPRINKLER LINE UP IN NEW BUILDING. SEE DRAWING FP-001 FOR CONTINUATION.

DOMESTIC WATER LINE TO RUN AT 54" BELOW GRADE TO 5' OUTSIDE OF BUILDING. REFER TO CIVIL DRAWINGS FOR CONTINUATION.

REFER TO CIVIL PLAN FOR CONTINUATION OF SEWER LINE.

MECHANICAL GENERAL NOTES:

A. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL CODES (INCLUDING INTERNATIONAL PLUMBING CODE, INTERNATIONAL BUILDING CODE, NFPA, ETC.) AND APPLICABLE DEQ AND DHHOP REGULATIONS TO THE SATISFACTION OF THE AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL OBTAIN REQUIRED PERMITS AND APPROPRIATE WORK AUTHORIZATION PRIOR TO BEGINNING WORK.

B. CONTRACTOR SHALL VERIFY EXACT LOCATION OF UTILITIES, INVERT ELEVATIONS, ETC. PRIOR TO BEGINNING ANY ROUGH-IN OF SUBSURFACE WORK. COORDINATE ALL UTILITY TIE-IN REQUIREMENTS WITH RESPECTIVE

UTILITIES.

C. REFER TO ALL DRAWINGS FOR ALL DIMENSIONS, DETAILS, ETC. INSTALL WORK TO CONFORM TO ALL DRAWINGS AS REQUIRED. REVIEW COMPLETE SET OF CONTRACT DOCUMENTS PRIOR TO SUBMITTING BID.

D. CONTRACTOR SHALL RUN ALL NEW UTILITIES (SEWER) AROUND NEW CONSTRUCTION AREA AS INDICATED PRIOR TO SHUTTING DOWN OR TIE-ING INTO ANY SYSTEMS. COORDINATE ALL UTILITY SERVICE DISRUPTIONS TO OTHER UTILITY CUSTOMERS WITH RESPECTIVE UTILITY. ALL UTILITY RELOCATION (SUCH AS WATER) SHALL BE DONE IN STRICT COMPLIANCE WITH UTILITY COMPANY STANDARDS AND REQUIREMENTS. CONTACT UTILITY COMPANY AND VERIFY AND (DOCUMENT) REQUIREMENTS, COST, CHARGES, ETC.. CONTRACTOR SHALL FULLY COMPLY WITH ALL UTILITY COMPANY REQUIREMENTS.

E. COORDINATE ALL WORK THROUGH GENERAL CONTRACTOR. COORDINATE CUTTING, PATCHING, TRENCHING WORK WITH SITE GRADING/PAVING PLAN.

F. UNDERGROUND UTILITIES ARE APPROXIMATE. VERIFY INVERTS AND EXACT LOCATIONS WITH UTILITY PERSONNEL. VERIFY ALL EASEMENTS WITH APPROPRIATE PARTIES. ADJUST ALL UTILITY LINES ACCORDINGLY.

G. COORDINATE INSTALLATION OF ALL PLUMBING, PIPING, ETC. WITH STRUCTURE.

REFER TO STRUCTURAL DRAWINGS FOR ALL DIMENSIONS

AutoCAD SHX Text 4"

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HYDRANT (TO REMAIN)

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TR

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20 MPH

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ET

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PIV

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SANITARY MANHOLE RIM= 701.69 INV.(NW)= 696.07 (8" VCP) INV.(E)= 694.36 (8" VCP)

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CATCH BASIN RIM= 702.03 INV.(NW)= 697.86 (12" RCP)

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CATCH BASIN RIM= 702.35 INV.(E)= 692.60 (21" RCP) INV.(W)= 692.60 (21" RCP)

AutoCAD SHX Text CATCH BASIN RIM= 701.47 INV.(S)= 696.73 (12" RCP) INV.(W)= 693.22 (21" RCP) INV.(E)= 693.07 (12" RCP)

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PARKING GARAGE

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ROUDEBUSH VA MEDICAL CENTER

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GRASS

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GRASS

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GRASS

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GRASS

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ASHPALT

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ASHPALT

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ASPHALT

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UTILITY BOX "HOT BOX"

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GRASS

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LANDSCAPE

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WATER METER PIT

AutoCAD SHX Text SANITARY MANHOLE RIM= 701.70 INV.(W)= 692.85 (8" STL) INV.(N)= 691.45 (12" STL) INV.(S)= 691.45 (12" STL)

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SANITARY MANHOLE RIM= 701.99 INV.(N)= 690.67 (12" VCP) INV.(E)= 690.39 (12" VCP)

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CATCH BASIN RIM= 702.45 INV.(W)= 698.15 (12" VCP) INV.(NE)= 698.35 (12" RCP)

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VALVE

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HYDRANT

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DRINKING WATER FILTRATION AREA

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TBM #2 = 705.13

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VALVE

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VALVE

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VALVE

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TANK BASE

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TANK BASE

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TANK BASE

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REQ'D 8" WATERLINE TO PUMP HOUSE

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APPROX. LIMITS OF EXCAVATION

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REQ'D 8" WATERLINE (TANK BYPASS)

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REQ'D 500,000 GALLON ELEVATED WATER SPHEROID TANK

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RELOCATED ELECTRICAL DUCT BANK

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REQ'D DUPLEX PUMP HOUSE (40'-4" X 26'-0") (SEE SHEET PL-001)

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REQ'D TIE-IN TO EXISTING GAS LINE

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REQ'D 8" WATERLINE TO TANK

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EXIST. FIBER OPTICS (TO REMAIN)

AutoCAD SHX Text REQ'D INLET STRUCTURE #1 T.O.C. = 702.45 INV.(NW) = 698.18 (FIELD VERIFY) (SEE SHEET CU-003)

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REQ'D 8" VALVE W/ BOX (TYP - 5)

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REQ'D TIE-IN TO EXISTING WATERLINE

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REQ'D TIE-IN TO EXISTING WATERLINE

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REQ'D TIE-IN TO EXISTING GAS LINE

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REQ'D 8" WATERLINE FROM TANK

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RELOCATED FIBER OPTICS

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REQ'D 12" RCP

AutoCAD SHX Text REQ'D INLET STRUCTURE #2 T.O.C. = 702.75 INV.(NW) = 698.22 (FIELD VERIFY) (SEE SHEET CU-003)

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REQ'D BLOWOFF ASSEMBLY

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REQ'D BLOWOFF ASSEMBLY

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POWER GENERATOR

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EH

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MH

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STOP

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ST. MARGARET'S DR.

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ASHPALT

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CONC.

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CONC.

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CONC.

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REQ'D ASPHALT DRIVEWAY

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AutoCAD SHX Text 583-17-102

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ADDRESS:

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PROJECT ENGINEERS:

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RLR VAMC FORM…

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