583-17-102 dwg pkg 2 of 4.pdf
PDF 9 MB Posted
- Attached to
- Y1NE--Construct Contingency Water Supply 583-17-102 Federal contract opportunity
- Solicitation number
- 36C25022R0134
About this file
This federal solicitation requests proposals for the Construct Contingency Water Supply project 583-17-102 at the Richard L. Roudebush VA Medical Center in Indianapolis, Indiana. Key details include constructing water and sewer lines, related structures, and contingencies between $5 million to $10 million. The period of performance is 550 calendar days from notice to proceed. The Department of Labor wage determination applies. Proposals are due by 4:30pm local time on July 29, 2022. Offerors must register in the System for Award Management, check the Excluded Parties List, and submit a subcontracting plan if other than small business. The contractor must comply with environmental, safety, security and E-Verify requirements. Documentation of vaccinations, tests and screenings are required for on-site contractor employees.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 36C25022R0134 0005.docx | DOCX document | |
| 36C25022R0134 0004.docx | DOCX document | |
| R - 163-428 Geotechnical Report.pdf | ||
| 36C25022R0134 0003.docx | DOCX document | |
| 36C25022R0134 0002.docx | DOCX document | |
| JCI Sole Source_Redacted.pdf | ||
| Performance Relevancy Survey.docx | DOCX document | |
| ConServ Sole Source_Redacted.pdf | ||
| Past Performance Questionnaire.docx | DOCX document | |
| 36C25022R0134 0001.docx | DOCX document | |
| RFI Form.docx | DOCX document | |
| Contractor Certification Regarding Safety and Environmental.docx | DOCX document | |
| Wage determination July 2022.txt | TXT text file | |
| 583-17-102 dwg pkg 4 of 4.pdf | ||
| 583-17-102 dwg pkg 3 of 4.pdf | ||
| 36C25022R0134.docx | DOCX document | |
| VHA Directive1192.01 Seasonal Influenza Prevention.pdf | ||
| 583-17-102 NEPA .pdf | ||
| 583-17-102 dwg pkg 1 of 4.pdf | ||
| 583-17-102 Specifications.pdf |
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Text version
CIVIL UTILITY DEMOLITION PLAN
SCALE: 1" =10'
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\
CIVIL UTILITY DEMOLTION PLAN
CD-003
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PED
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HYDRANT (TO REMAIN)
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20 MPH
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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= 702.35 INV.(E)= 692.60 (21" RCP) INV.(W)= 692.60 (21" RCP)
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CATCH BASIN RIM= 702.45 INV.(NW)= 698.20 (12" RCP) (TO BE REMOVED)
AutoCAD SHX Text CATCH BASIN RIM= 702.15 INV.(S)= 697.92 (12" RCP) INV.(E)= 692.21 (21" RCP) INV.(N)= 692.21 (21" RCP)
AutoCAD SHX Text CATCH BASIN RIM= 703.14 INV.(N)= 699.20 (12" RCP) INV.(S)= 692.07 (21" RCP) INV.(E)= 689.41 (21" RCP) INV.(W)= 689.04 (24" RCP)
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CATCH BASIN RIM= 701.25 INV.(N)= 697.45 (12" RCP) (TO BE REMOVED)
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PARKING GARAGE
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ROUDEBUSH VA MEDICAL CENTER
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PORTO ALEGRE STREET
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MICHIGAN STREET
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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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LANDSCAPE
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UTILITY BOX "HOT BOX"
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CURB/GUTTER TYPICAL
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CONCRETE
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GRASS
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CONC.
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WATER METER PIT
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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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POWER GENERATOR
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5' PROTECTIVE FENCING
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APPROXIMATE PROPERTY BOUNDARY
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DRINKING WATER FILTRATION AREA
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TBM #2 = 705.13
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*PATIENT
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EXIST. FIBER OPTICS (TO REMAIN)
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UTILITY TO BE REMOVED
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LEGEND
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SEE NOTE 4
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SEE NOTE 3
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RLR VAMC FORM 09-JD0227
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NORTH REFERENCE
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PLOT DATE:
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DRAWN BY:
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PLOT DATE:
AutoCAD SHX Text Engineering and Facilities Management Services
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NW
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AutoCAD SHX Text NOTES: 1. SHOULD EXISTING UTILITY LOCATIONS VARY FROM THE SURVEY INFORMATION, CONTRACTOR SHALL SHOULD EXISTING UTILITY LOCATIONS VARY FROM THE SURVEY INFORMATION, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR FOR COORDINATION AND ANY ADJUSTMENTS THAT MAY BE NECESSARY. 2. GAS LINE SHALL BE RELOCATED BY CITIZENS ENERGY GROUP (CEG). CONTRACTOR SHALL GAS LINE SHALL BE RELOCATED BY CITIZENS ENERGY GROUP (CEG). CONTRACTOR SHALL COORDINATE THE RELOCATION WITH CEG AND THE COR. CONTRACTOR SHALL REMOVE EXISTING ASPHALT PAVING IN THE AREA OF THE GAS LINE PRIOR TO CEG RELOCATING THE UTILITY. GAS LINE SHALL BE RELOCATED AS CLOSE TO THE EXISTING UNDERGROUND ELECTRIC AS PRACTICAL. 3. AFTER CEG RELOCATES THE GAS LINE, CONTRACTOR SHALL RELOCATE THE WATERLINE. THIS WILL AFTER CEG RELOCATES THE GAS LINE, CONTRACTOR SHALL RELOCATE THE WATERLINE. THIS WILL BECOME THE WATER TOWER BYPASS LINE. CONTRACTOR SHALL FULLY CONSTRUCT RELOCATED WATERLINE (TANK BYPASS), DISINFECT AND THEN MAKE TIE-INS AT BOTH ENDS SIMULTANEOUSLY TO MINIMIZE DOWNTIME. THE TIE-INS SHALL BE PERFORMED AT NIGHT DURING LOW WATER USAGE AT THE FACILITY. COORDINATE THIS WORK WITH THE COR TWO WEEKS IN ADVANCE. 4. CONTRACTOR SHALL RELOCATE THE UNDERGROUND ELECTRIC DUCT BANK AND FIBER OPTIC. CONTRACTOR SHALL RELOCATE THE UNDERGROUND ELECTRIC DUCT BANK AND FIBER OPTIC. COORDINATE WITH ELECTRICAL SHEETS FOR ADDITIONAL RELOCATION REQUIREMENTS. 5. ALL REMOVED ASPHALT, CONCRETE, EARTH OR OTHER WASTE MATERIALS SHALL BE DISPOSED OF ALL REMOVED ASPHALT, CONCRETE, EARTH OR OTHER WASTE MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. 6. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES AND CONDUITS TO AVOID CONFLICTS CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES AND CONDUITS TO AVOID CONFLICTS AND PROVIDE MINIMUM DEPTHS OF COVER. EXACT LOCATIONS SHALL BE AS REQUIRED TO AVOID WATER TANK, PUMP BUILDING AND OTHER EXISTING UTILITIES. 7. 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. 8. 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. 9. 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. 10. 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.
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BEEHIVE INLET, CURB INLET, DOWNSPOUT, STORM INLET, DRAINAGE MANHOLE
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MAIL BOX, SIGN, AIR COND., ADA SYMBOL, BOLLARD
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DECIDUOUS TREE, CONIFEROUS TREE, BUSH
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EXISTING SPOT ELEVATION
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LEGEND:
CIVIL SITE PLAN
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\
CIVIL SITE PLAN
CS-001
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PED
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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= 702.35 INV.(E)= 692.60 (21" RCP) INV.(W)= 692.60 (21" RCP)
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AutoCAD SHX Text CATCH BASIN RIM= 703.14 INV.(N)= 699.20 (12" RCP) INV.(S)= 692.07 (21" RCP) INV.(E)= 689.41 (21" RCP) INV.(W)= 689.04 (24" RCP)
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PARKING GARAGE
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ROUDEBUSH VA MEDICAL CENTER
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PORTO ALEGRE STREET
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MICHIGAN STREET
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GRASS
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WATER METER PIT
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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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APPROXIMATE PROPERTY BOUNDARY
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DRINKING WATER FILTRATION AREA
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TBM #2 = 705.13
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*PATIENT
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TANK BASE
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TANK BASE
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TANK BASE
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REQ'D 500,000 GALLON ELEVATED WATER SPHEROID TANK (SEE SHEET MJ-001)
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REQ'D FENCE (SEE SHEET CI-001)
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REQ'D DUPLEX PUMP HOUSE (40'-4" X 26'-0") (SEE SHEET PL-001)
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REQ'D 14' GATE
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REQ'D GENERATOR (SEE SHEET ES-001)
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REQ'D BOLLARD (TYP. - 2) (SEE SHEET CU-003)
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F.F. ELEV. = 703.50
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RLR VAMC FORM 09-JD0227
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AutoCAD SHX Text N
AutoCAD SHX Text V
AutoCAD SHX Text O
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NW
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NOTES: 1. REFER TO SHEET CP-001 FOR SITE PAVING AND STRIPING REQUIREMENTS AND DETAILS. REFER TO SHEET CP-001 FOR SITE PAVING AND STRIPING REQUIREMENTS AND DETAILS. 2. CONTRACTOR SHALL SLOPE ASPHALT PAVING TO DRAIN AWAY FROM TANK FOUNDATION AND CONTRACTOR SHALL SLOPE ASPHALT PAVING TO DRAIN AWAY FROM TANK FOUNDATION AND BUILDING AND TOWARDS INLET STRUCTURES. SHEET VF-003 INCLUDES SPOT ELEVATIONS OF THE EXISTING PAVED AREA. 3. 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. 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 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. 6. 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.
D
CIVIL SITE PLAN
SCALE: 1" =10'
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\
CIVIL SITE PLAN
CS-002
AutoCAD SHX Text 4"
AutoCAD SHX Text 3"
AutoCAD SHX Text 4"
AutoCAD SHX Text 3"
AutoCAD SHX Text
PARKING GARAGE
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
SANITARY MANHOLE RIM= 701.99 INV.(N)= 690.67 (12" VCP) INV.(E)= 690.39 (12" VCP)
AutoCAD SHX Text
REQ'D GENERATOR (SEE SHEET ES-001)
AutoCAD SHX Text 703.66
AutoCAD SHX Text
ASHPALT
AutoCAD SHX Text
POWER GENERATOR
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text
EH
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text
TR
AutoCAD SHX Text
MH
AutoCAD SHX Text
GAS VALVE
AutoCAD SHX Text
GAS VALVE
AutoCAD SHX Text
GAS VALVE
AutoCAD SHX Text 3"
AutoCAD SHX Text
STOP
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text S
AutoCAD SHX Text
ST. MARGARET'S DR.
AutoCAD SHX Text
ASHPALT
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
VA EMERGENCY SIGN
AutoCAD SHX Text
CROSSING SIGNAL
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
BACK OF SIDEWALK
AutoCAD SHX Text
SANITARY MANHOLE RIM= 698.83 INV.(NW)= 689.11 (VCP) INV.(SE)= 689.11 (VCP)
AutoCAD SHX Text
SANITARY MANHOLE RIM= 699.47 INV.(NW)= 689.45 (DI) INV.(SE)= 689.34 (VCP)
AutoCAD SHX Text
POSSIBLE BURIED MANHOLE PER MAPINDY GIS
AutoCAD SHX Text
UNKNOWN MANHOLE RIM= 698.94 BOTTOM= 691.40 3' OF WATER IN STRUCTURE
AutoCAD SHX Text
TURN SIGN
AutoCAD SHX Text
SIGN "ST. MARGARET'S DR"MARGARET'S DR"
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
GAS VALVE
AutoCAD SHX Text
35 MPH
AutoCAD SHX Text
A=364.61' R=359.26' =58°08'58" CHB=S85°07'02"W CH=349.16'
AutoCAD SHX Text N 64°58'51" W 26.54'(M) 26'(D)
AutoCAD SHX Text 702.34
AutoCAD SHX Text 702.50
AutoCAD SHX Text 702.34
AutoCAD SHX Text 702.26
AutoCAD SHX Text 702.50
AutoCAD SHX Text 702.50
AutoCAD SHX Text 702.34
AutoCAD SHX Text
REQ'D 8' GATE
AutoCAD SHX Text
REQ'D CONCRETE FUEL TRUCK TRANSFER AREA W/ 6" CURB (SEE SHEET SB-009)
AutoCAD SHX Text
REQ'D CONCRETE GENERATOR SLAB W/ 12" CURB (SEE SHEET SB-009)
AutoCAD SHX Text
REQ'D FENCE (SEE SHEET CI-001)
AutoCAD SHX Text
REQ'D ASPHALT DRIVEWAY
AutoCAD SHX Text 700.08
AutoCAD SHX Text 699.92
AutoCAD SHX Text
REQ'D RELOCATED LIGHT POLE
AutoCAD SHX Text
REQ'D MATCH EXIST. ELEVATIONS (699±)
AutoCAD SHX Text 702.18
AutoCAD SHX Text
MATCH EXIST CURB
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text 583-17-102
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
ADDRESS:
AutoCAD SHX Text
PROJECT ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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
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
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
RLR VAMC FORM 09-JD0227
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
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AutoCAD SHX Text B
AutoCAD SHX Text A
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NORTH REFERENCE
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CAD DRAWING FILE LOCATION:
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text Engineering and Facilities Management Services
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text U
AutoCAD SHX Text D
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AutoCAD SHX Text E
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AutoCAD SHX Text A
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NW
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NOTES: 1. REFER TO SHEET CP-001 FOR SITE PAVING AND STRIPING REQUIREMENTS AND DETAILS. REFER TO SHEET CP-001 FOR SITE PAVING AND STRIPING REQUIREMENTS AND DETAILS. 2. CONTRACTOR SHALL INSTALL A 2" STAINLESS STEEL PIPE WITH BALL VALVE IN THE SOUTHEAST CONTRACTOR SHALL INSTALL A 2" STAINLESS STEEL PIPE WITH BALL VALVE IN THE SOUTHEAST CORNER OF THE GENERATOR CONTAINMENT AREA AND THE SOUTHWEST CORNER OF THE FUEL TRUCK TRANSFER AREA. THE INVERT OF THE PIPE SHALL BE INSTALLED FLUSH WITH THE BOTTOM ELEVATION OF THE SLAB TO ALLOW FOR DRAINING OF THE CONTAINMENT AREA. 3. 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. 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 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. 6. 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.
GEOMETRIC CIVIL LAYOUT
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\
GEOMETRIC CIVIL LAYOUT
CS-003
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text
PED
AutoCAD SHX Text 3"
AutoCAD SHX Text 4"
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text
HYDRANT
AutoCAD SHX Text 4"
AutoCAD SHX Text 3"
AutoCAD SHX Text 4"
AutoCAD SHX Text 3"
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text 5"
AutoCAD SHX Text 5"
AutoCAD SHX Text 3"
AutoCAD SHX Text
TR
AutoCAD SHX Text
20 MPH
AutoCAD SHX Text E
AutoCAD SHX Text
ET
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 8"
AutoCAD SHX Text 6"
AutoCAD SHX Text 8"
AutoCAD SHX Text
PIV
AutoCAD SHX Text S
AutoCAD SHX Text
TR
AutoCAD SHX Text
SANITARY MANHOLE RIM= 701.69 INV.(NW)= 696.07 (8" VCP) INV.(E)= 694.36 (8" VCP)
AutoCAD SHX Text
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)
AutoCAD SHX Text CATCH BASIN RIM= 702.15 INV.(S)= 697.92 (12" RCP) INV.(E)= 692.21 (21" RCP) INV.(N)= 692.21 (21" RCP)
AutoCAD SHX Text CATCH BASIN RIM= 703.14 INV.(N)= 699.20 (12" RCP) INV.(S)= 692.07 (21" RCP) INV.(E)= 689.41 (21" RCP) INV.(W)= 689.04 (24" RCP)
AutoCAD SHX Text
PARKING GARAGE
AutoCAD SHX Text
ROUDEBUSH VA MEDICAL CENTER
AutoCAD SHX Text
PORTO ALEGRE STREET
AutoCAD SHX Text
MICHIGAN STREET
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
UTILITY BOX "HOT BOX"
AutoCAD SHX Text
CURB/GUTTER TYPICAL
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
LANDSCAPE
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
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)
AutoCAD SHX Text
CATCH BASIN RIM= 702.45 INV.(W)= 698.15 (12" VCP) INV.(NE)= 698.35 (12" RCP)
AutoCAD SHX Text E
AutoCAD SHX Text
VALVE
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text
HYDRANT
AutoCAD SHX Text
VALVE
AutoCAD SHX Text U
AutoCAD SHX Text
APPROXIMATE PROPERTY BOUNDARY
AutoCAD SHX Text
DRINKING WATER FILTRATION AREA
AutoCAD SHX Text
TBM #2 = 705.13
AutoCAD SHX Text
*PATIENT
AutoCAD SHX Text
PARKING GARAGE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
SANITARY MANHOLE RIM= 701.99 INV.(N)= 690.67 (12" VCP) INV.(E)= 690.39 (12" VCP)
AutoCAD SHX Text
ASHPALT
AutoCAD SHX Text 3"
AutoCAD SHX Text
POWER GENERATOR
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text 583-17-102
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
ADDRESS:
AutoCAD SHX Text
PROJECT ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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
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
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
RLR VAMC FORM 09-JD0227
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
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AutoCAD SHX Text B
AutoCAD SHX Text A
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AutoCAD SHX Text
NORTH REFERENCE
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CAD DRAWING FILE LOCATION:
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text Engineering and Facilities Management Services
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text U
AutoCAD SHX Text D
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AutoCAD SHX Text E
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AutoCAD SHX Text A
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AutoCAD SHX Text N
AutoCAD SHX Text V
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
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AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text M
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AutoCAD SHX Text F
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text A
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AutoCAD SHX Text E
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AutoCAD SHX Text R
AutoCAD SHX Text A
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AutoCAD SHX Text
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AutoCAD SHX Text S
W
D
GEOMETRIC CIVIL LAYOUT
SCALE: 1" =10'
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\
GEOMETRIC CIVIL LAYOUT
CS-004
AutoCAD SHX Text 4"
AutoCAD SHX Text 3"
AutoCAD SHX Text 4"
AutoCAD SHX Text 3"
AutoCAD SHX Text
PARKING GARAGE
AutoCAD SHX Text
ROUDEBUSH VA MEDICAL CENTER
AutoCAD SHX Text
MICHIGAN STREET
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
PARKING GARAGE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
SANITARY MANHOLE RIM= 701.99 INV.(N)= 690.67 (12" VCP) INV.(E)= 690.39 (12" VCP)
AutoCAD SHX Text
ASHPALT
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text
EH
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text
TR
AutoCAD SHX Text
MH
AutoCAD SHX Text
GAS VALVE
AutoCAD SHX Text
GAS VALVE
AutoCAD SHX Text
GAS VALVE
AutoCAD SHX Text 3"
AutoCAD SHX Text
STOP
AutoCAD SHX Text S
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text S
AutoCAD SHX Text
ST. MARGARET'S DR.
AutoCAD SHX Text
ASHPALT
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
VA EMERGENCY SIGN
AutoCAD SHX Text
CROSSING SIGNAL
AutoCAD SHX Text
CONC.
AutoCAD SHX Text
BACK OF SIDEWALK
AutoCAD SHX Text
SANITARY MANHOLE RIM= 698.83 INV.(NW)= 689.11 (VCP) INV.(SE)= 689.11 (VCP)
AutoCAD SHX Text
SANITARY MANHOLE RIM= 699.47 INV.(NW)= 689.45 (DI) INV.(SE)= 689.34 (VCP)
AutoCAD SHX Text
POSSIBLE BURIED MANHOLE PER MAPINDY GIS
AutoCAD SHX Text
UNKNOWN MANHOLE RIM= 698.94 BOTTOM= 691.40 3' OF WATER IN STRUCTURE
AutoCAD SHX Text
TURN SIGN
AutoCAD SHX Text
SIGN "ST. MARGARET'S DR"MARGARET'S DR"
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
GAS VALVE
AutoCAD SHX Text
35 MPH
AutoCAD SHX Text
A=364.61' R=359.26' =58°08'58" CHB=S85°07'02"W CH=349.16'
AutoCAD SHX Text N 64°58'51" W 26.54'(M) 26'(D)
AutoCAD SHX Text
POWER GENERATOR
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text 583-17-102
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
ADDRESS:
AutoCAD SHX Text
PROJECT ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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
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
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
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
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
RLR VAMC FORM 09-JD0227
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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
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NORTH REFERENCE
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CAD DRAWING FILE LOCATION:
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text Engineering and Facilities Management Services
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text U
AutoCAD SHX Text D
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AutoCAD SHX Text T
AutoCAD SHX Text A
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NW
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PAVING PLAN
SCALE: 1" =20'
D
FULL DEPTH ASPHALT PAVEMENT SECTION
SCALE: N.T.S.
MILL AND OVERLAY SECTION
SCALE: N.T.S.
STRIPING PLAN
SCALE: 1" =20'
D CONCRETE BARRIER CURB DETAIL
SCALE: N.T.S.
ASPHALT DRIVEWAY PAVEMENT SECTION
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\
PAVING AND STRIPING PLAN
CP-001
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PORTO ALEGRE STREET
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FULL DEPTH REPLACEMENT
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2" COLD MILL AND OVERLAY
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LEGEND
AutoCAD SHX Text FULL DEPTH ASPHALT REMOVAL (APPROX. 756 SQ YDS.) 2" COLD MILL & OVERLAY (APPROX. 1042 SQ YDS.)
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ST. MARGARET'S DR.
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A=364.61' R=359.26' =58°08'58" CHB=S85°07'02"W CH=349.16'
AutoCAD SHX Text N 64°58'51" W 26.54'(M) 26'(D)
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REQ'D ASPHALT DRIVEWAY
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2" COLD MILL AND OVERLAY
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EXISTING SUB BASE OR BACKFILL MATERIAL PER SPECIFICATIONS
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GEOTEXTILE FABRIC
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8" COMPACTED CRUSHED STONE
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6" ASPHALT (2" WEARING & 4" BINDER)
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EXISTING SUB BASE OR BACKFILL MATERIAL PER SPECIFICATIONS
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EXISTING ASPHALT TO REMAIN (4")
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PORTO ALEGRE STREET
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REQ'D 4" STRIPING
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NO PARKING STRIPING (TYP.)
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A=364.61' R=359.26' =58°08'58" CHB=S85°07'02"W CH=349.16'
AutoCAD SHX Text N 64°58'51" W 26.54'(M) 26'(D)
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BOTTOM OF ASPHALT PAVEMENT
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EPOXY COATED #4 BAR
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EXISTING SUB BASE OR BACKFILL MATERIAL PER SPECIFICATIONS
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GEOTEXTILE FABRIC
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12" COMPACTED CRUSHED STONE
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6" ASPHALT (2" WEARING & 4" BINDER)
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BACKFILL MATERIAL
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EXISTING PARKING GARAGE STRUCTURE
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1.4% SLOPE
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text 583-17-102
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RLR VAMC FORM 09-JD0227
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NORTH REFERENCE
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PLOT DATE:
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DRAWN BY:
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CAD DRAWING FILE LOCATION:
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PLOT DATE:
AutoCAD SHX Text Engineering and Facilities Management Services
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NOTES: 1. REFER TO SHEET GI-002 FOR GENERAL PROJECT NOTES. REFER TO SHEET GI-002 FOR GENERAL PROJECT NOTES. 2. WHERE REQUIREMENTS FOR STRIPING AND ASPHALT WHERE REQUIREMENTS FOR STRIPING AND ASPHALT PAVEMENT ARE NOT CLEAR, THE CONTRACTOR SHALL REFER TO THE INDIANA DOT DESIGN MANUAL, LATEST EDITION. 3. ALL WORK SHALL COMPLY WITH LOCAL, STATE & FEDERAL ALL WORK SHALL COMPLY WITH LOCAL, STATE & FEDERAL CODES TO SATISFACTION OF CODE AUTHORITIES HAVING JURISDICTION. 4. CONTRACTOR SHALL CAP AND SEAL ALL PIPING DURING CONTRACTOR SHALL CAP AND SEAL ALL PIPING DURING CONSTRUCTION TO PREVENT CONTAMINATION DUE TO CONSTRUCTION DEBRIS. 5. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE 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. 6. CONTRACTOR SHALL VERIFY EXACT LOCATION OF UTILITIES, 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.
CIVIL UTILITY SITE PLAN
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\
CIVIL UTILITY SITE PLAN
CU-001
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PED
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HYDRANT (TO REMAIN)
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TR
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20 MPH
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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= 702.35 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)
AutoCAD SHX Text CATCH BASIN RIM= 702.15 INV.(S)= 697.92 (12" RCP) INV.(E)= 692.21 (21" RCP) INV.(N)= 692.21 (21" RCP)
AutoCAD SHX Text CATCH BASIN RIM= 703.14 INV.(N)= 699.20 (12" RCP) INV.(S)= 692.07 (21" RCP) INV.(E)= 689.41 (21" RCP) INV.(W)= 689.04 (24" RCP)
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PARKING GARAGE
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ROUDEBUSH VA MEDICAL CENTER
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PORTO ALEGRE STREET
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MICHIGAN STREET
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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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ASHPALT
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ASHPALT
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ASHPALT
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ASPHALT
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LANDSCAPE
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UTILITY BOX "HOT BOX"
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CURB/GUTTER TYPICAL
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CONCRETE
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GRASS
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LANDSCAPE
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LANDSCAPE
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CONC.
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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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APPROXIMATE PROPERTY BOUNDARY
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DRINKING WATER FILTRATION AREA
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TBM #2 = 705.13
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*PATIENT
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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) INV.(SE) = 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
AutoCAD SHX Text REQ'D INLET STRUCTURE #3 T.O.C. = 701.25 INV.(N) = 697.33 (FIELD VERIFY) INV.(S) = 697.50 (FIELD VERIFY) (SEE SHEET CU-003)
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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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REQ'D 4" PVC SAINITARY SEWER/DRAIN PIPE
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REQ'D SEE SHEET PL-001 FOR CONTINUATION
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Au…
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