583-17-102 dwg pkg 1 of 4.pdf

PDF 12 MB Posted Jul 18, 2022

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

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Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal construction contract solicitation to construct a contingency water supply at a Veterans Affairs medical center. Key requirements include constructing water and sewer lines and related structures between $5 million to $10 million, with a 550 calendar day period of performance. Offerors must submit proposals by July 29, 2022 addressing technical specifications, past safety performance, and subcontracting plans if applicable. Construction must comply with all applicable environmental, safety and security regulations. The selected contractor will be required to enroll in E-Verify and ensure employee compliance with VA screening and training protocols, such as annual influenza vaccinations and COVID screening.

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Other files for this federal contract opportunity

Other files attached to Y1NE--Construct Contingency Water Supply 583-17-102, newest first.
File	Type	Posted
36C25022R0134 0005.docx	DOCX document	Aug 15, 2022
36C25022R0134 0004.docx	DOCX document	Aug 11, 2022
R - 163-428 Geotechnical Report.pdf	PDF	Aug 11, 2022
36C25022R0134 0003.docx	DOCX document	Aug 2, 2022
36C25022R0134 0002.docx	DOCX document	Jul 28, 2022
JCI Sole Source_Redacted.pdf	PDF	Jul 28, 2022
Performance Relevancy Survey.docx	DOCX document	Jul 28, 2022
ConServ Sole Source_Redacted.pdf	PDF	Jul 28, 2022
Past Performance Questionnaire.docx	DOCX document	Jul 28, 2022
36C25022R0134 0001.docx	DOCX document	Jul 18, 2022
RFI Form.docx	DOCX document	Jul 18, 2022
Contractor Certification Regarding Safety and Environmental.docx	DOCX document	Jul 18, 2022
583-17-102 dwg pkg 2 of 4.pdf	PDF	Jul 18, 2022
Wage determination July 2022.txt	TXT text file	Jul 18, 2022
583-17-102 dwg pkg 4 of 4.pdf	PDF	Jul 18, 2022
583-17-102 dwg pkg 3 of 4.pdf	PDF	Jul 18, 2022
36C25022R0134.docx	DOCX document	Jul 18, 2022
VHA Directive1192.01 Seasonal Influenza Prevention.pdf	PDF	Jul 18, 2022
583-17-102 NEPA .pdf	PDF	Jul 18, 2022
583-17-102 Specifications.pdf	PDF	Jul 18, 2022

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A-LOT

-LO

8'-6"5'-0"

EXISTING PARKING GARAGE

E2 E2

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GARAGE

CONTINGENCY WATER SUPPLY AND REMEDIATION

INDEX OF DRAWINGS

DRAWING TITLE

GI-001

SHEET NO.

9 SEPTEMBER 2020

ROUDEBUSH VA MEDICAL CENTER, INDIANA

COVER SHEET

LOCATION MAP

PROJECT # 583-17-102

CS-001 CIVIL SITE PLAN

CP-001 PAVING AND STRIPING PLAN

SB-001 FOUNDATION NOTES

MES-001 MECHANICAL/ELECTRICAL SITE PLAN

GI-002 GENERAL NOTES

MJ-001 WATER TANK DETAILS

GC-001 CONSTRUCTION ROUTING

VF-001 BOUNDARY RETRACEMENT SURVEY

CD-001 CIVIL DEMOLITION SITE PLAN

CD-003 CIVIL UTILITY DEMOLITION PLAN

GR-001 BORING LOCATIONS

GR-002 BORING LOGS

DRAWING TITLESHEET NO.

CS-004 CIVIL GEOMETRIC LAYOUT

CI-001 FENCE DETAILS

CU-002 WATER DETAILS PL-001 MECHANICAL PLAN

EJ-001 ELECTRICAL DETAILS

EJ-002 ELECTRICAL DETAILS

EJ-003 ELECTRICAL DETAILS

EK-001 ELECTRICAL PANEL & RISER DIAGRAMS

VF-002 BOUNDARY RETRACEMENT SURVEY

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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\

COVER SHEET

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SB-006 STRUCTURAL DETAILS (PUMP HOUSE)

SB-007 STRUCTURAL DETAILS (PUMP HOUSE)

SB-008 DOOR SCHEDULE, DOOR TYPES,

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FRAME TYPES & DETAILS

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FOUNDATION, HOIST & ROOF

EP-001 PUMP BUILDING ELECTRICAL PLAN

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ESKENAZI HEALTH

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VA HOSPITAL

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BLDG. 1

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MICHIGAN STREET

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SCALE: N.T.S.

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AND LEAD BASED PAINT (LBP) STATEMENT

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ASBESTOS CONTAINING MATERIAL (ACM)

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VA MEDICAL CENTER

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RICHARD L. ROUDEBUSH

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ENGINEERING SERVICE

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SIGNATURES

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VA CONTRACT NO. VA250-17-C-0048

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VA PURCHASE ORDER NO. 583.C72319

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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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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\

GENERAL NOTES

GI-002

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1. ALL WORK MUST CONFORM TO THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS OR ALL WORK MUST CONFORM TO THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS OR OTHER SPECIFIED STANDARDS THAT MIGHT BE APPLICABLE INCLUDING FEDERAL, STATE AND LOCAL REGULATIONS. 2. THE CONTRACTOR SHALL COORDINATE THE RELOCATION AND/OR ALTERATION OF ALL THE CONTRACTOR SHALL COORDINATE THE RELOCATION AND/OR ALTERATION OF ALL UTILITIES WITH THE UTILITY OWNER. 3. THE EXISTING UTILITIES TO BE RELOCATED SERVE THE OPERATING MEDICAL CENTER, THUS THE EXISTING UTILITIES TO BE RELOCATED SERVE THE OPERATING MEDICAL CENTER, THUS ANY TEMPORARY INTERRUPTIONS OF SERVICE MUST BE COORDINATED WITH THE CONTRACTING OFFICER REPRESENTATIVE (COR) AS REQUIRED IN THE SPECIFICATIONS. 4. THE LOCATIONS OF UNDERGROUND AND OTHER NONVISIBLE UTILITIES SHOWN HAVE BEEN THE LOCATIONS OF UNDERGROUND AND OTHER NONVISIBLE UTILITIES SHOWN HAVE BEEN DETERMINED FROM DATA EITHER FURNISHED BY THE AGENCIES CONTROLLING SUCH DATA AND/OR EXTRACTED FROM RECORDS MADE AVAILABLE TO THE SURVEYOR BY AGENCIES CONTROLLING SUCH RECORDS. WHERE FOUND, THE SURFACE FEATURES OF LOCATIONS ARE SHOWN. THE ACTUAL NONVISIBLE LOCATIONS MAY VARY FROM THOSE SHOWN. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION, DEPTH THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION, DEPTH AND SIZE OF EXISTING UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION AND SHALL BE LIABLE FOR ANY DAMAGES OR DOWNTIME CAUSED BY FAILURE TO COMPLY WITH THESE REQUIREMENTS. ANY CONFLICTS BETWEEN EXISTING UTILITIES AND PROPOSED IMPROVEMENTS SHOULD BE REPORTED TO THE COR FOR COORDINATION. 6. THE CONTRACTOR SHALL VERIFY ELEVATIONS OF ALL EXISTING INVERTS THAT ARE PART OF THE CONTRACTOR SHALL VERIFY ELEVATIONS OF ALL EXISTING INVERTS THAT ARE PART OF THIS PROJECT. 7. ALL DRAINAGE AND SEWER STRUCTURES IN PAVEMENT REPLACEMENT AREAS SHALL BE ALL DRAINAGE AND SEWER STRUCTURES IN PAVEMENT REPLACEMENT AREAS SHALL BE BOXED OUT. 8. CONTRACTOR SHALL MAINTAIN TEMPORARY DRAINAGE WITHIN THE PROJECT AREA DURING CONTRACTOR SHALL MAINTAIN TEMPORARY DRAINAGE WITHIN THE PROJECT AREA DURING CONSTRUCTION. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR HOUSEKEEPING OF THE PROJECT SITE AND CONTRACTOR SHALL BE RESPONSIBLE FOR HOUSEKEEPING OF THE PROJECT SITE AND SHALL KEEP THE AREA CLEAN AND FREE OF ALL TRASH AND DEBRIS. 10. THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS FOR CONSTRUCTION PURPOSES. THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS FOR CONSTRUCTION PURPOSES. 11. CONTRACTOR SHALL REMOVE AND REPLACE CONCRETE PAVEMENT OR CURBING FROM JOINT CONTRACTOR SHALL REMOVE AND REPLACE CONCRETE PAVEMENT OR CURBING FROM JOINT TO JOINT. IF NOT REMOVED AT JOINT, CONTRACTOR SHALL SAW CUT FULL DEPTH. PAYMENT FOR SAW CUTTING SHALL BE INCLUDED IN THE COST OF THE REMOVAL PAY ITEM(S). CONTRACTOR SHALL OBTAIN APPROVAL FROM COR BEFORE FULL DEPTH SAW CUTTING. 12. THE CONTRACTOR IS RESPONSIBLE TO DESIGN, PROVIDE, INSTALL AND MAINTAIN SHEETING, THE CONTRACTOR IS RESPONSIBLE TO DESIGN, PROVIDE, INSTALL AND MAINTAIN SHEETING, SHORING, BRACING AND DEWATERING SYSTEMS REQUIRED TO COMPLETE THE WORK IN A CONTINUOUS SAFE MANNER. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THE STABILITY AND ADEQUACY OF SHEETING, SHORING, BRACING AND DEWATERING SYSTEMS CONSTRUCTED BY HIM AND ALL COSTS AND DAMAGES RESULTING FROM ANY FAILURE THEREOF. ALL LUMBER AND MATERIALS USED FOR SHEETING, BRACING, SUPPORT, ETC. SHALL BE INCLUDED IN PRICE BID FOR THE RELATED ITEM OF WORK. 13. ALL TREES AND SHRUBS WHICH ARE NOT CALLED OUT IN THESE DRAWINGS TO BE ALL TREES AND SHRUBS WHICH ARE NOT CALLED OUT IN THESE DRAWINGS TO BE REMOVED SHALL BE PROTECTED. 14. CONTRACTOR SHALL NOT DAMAGE OR HARM ANY TREES, BUSHES, SHRUBS, FENCES, CONTRACTOR SHALL NOT DAMAGE OR HARM ANY TREES, BUSHES, SHRUBS, FENCES, SIDEWALKS, OR DRIVEWAYS DUE TO CONSTRUCTION, UNLESS OTHERWISE NOTED. ANY DAMAGE TO THE ITEMS MENTIONED ABOVE (UNLESS SPECIFICALLY REQUIRED FOR INSTALLATION OF THE WORK) SHALL BE REPAIRED OR REPLACED BY CONTRACTOR AT NO ADDITIONAL COST TO OWNER. ALL AREAS OF CONSTRUCTION SHALL BE RETURNED TO A CONDITION EQUAL TO OR BETTER THAN THE CONDITION BEFORE CONSTRUCTION. CONTRACTOR SHALL PROTECT ADJACENT PROPERTY AND IMPROVEMENTS FROM DAMAGE AND REPLACE ANY PORTIONS DAMAGED THROUGH HIS OPERATION AT HIS OWN EXPENSE. ALL REPAIR WORK SHALL BE TO THE SATISFACTION OF THE COR. 15. ANY SURVEY OR PROPERTY MARKERS DAMAGED OR DESTROYED BY CONTRACTOR SHALL BE ANY SURVEY OR PROPERTY MARKERS DAMAGED OR DESTROYED BY CONTRACTOR SHALL BE REPLACED BY A LICENSED SURVEYOR AT CONTRACTOR'S EXPENSE. 16. ALL WORK SHALL BE LOCATED ON THE RICHARD L. ROUDEBUSH VA MEDICAL CENTER ALL WORK SHALL BE LOCATED ON THE RICHARD L. ROUDEBUSH VA MEDICAL CENTER PROPERTY OR IN PUBLIC RIGHTS-OF-WAY, UNLESS OTHERWISE APPROVED. 17. THE CONTRACTOR SHALL NOTIFY THE COR OF ANY CONFLICTS BETWEEN THE PLANS AND THE CONTRACTOR SHALL NOTIFY THE COR OF ANY CONFLICTS BETWEEN THE PLANS AND ACTUAL CONDITIONS DISCOVERED DURING CONSTRUCTION. 18. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING MINIMUM CLEARANCES AT UTILITY CONTRACTOR IS RESPONSIBLE FOR MAINTAINING MINIMUM CLEARANCES AT UTILITY CROSSINGS DURING INSTALLATION AND FOR TAKING ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO ANY EXISTING UTILITIES DURING INSTALLATION OF NEW WORK. 19. ALL ASSOCIATED WORK MUST BE INCLUDED IN ONE OF THE PROVIDED BID ITEMS. ALL ASSOCIATED WORK MUST BE INCLUDED IN ONE OF THE PROVIDED BID ITEMS. 20. CONTRACTOR SHALL RE-GRADE ALL AREAS AFFECTED BY CONSTRUCTION TO PROVIDE CONTRACTOR SHALL RE-GRADE ALL AREAS AFFECTED BY CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE. ALL WORK SHALL BE IN A MANNER ACCEPTABLE TO THE OWNER. 21. THE CONTRACTOR SHALL SOD, FERTILIZE, WATER, MOW AND MAINTAIN ALL GRASSY AREAS THE CONTRACTOR SHALL SOD, FERTILIZE, WATER, MOW AND MAINTAIN ALL GRASSY AREAS DAMAGED OR AFFECTED BY CONSTRUCTION UNTIL FINAL ACCEPTANCE. 22. BENCHMARKS HAVE BEEN ESTABLISHED AT THE SITE BY THE SURVEYOR. SEE SURVEY FOR BENCHMARKS HAVE BEEN ESTABLISHED AT THE SITE BY THE SURVEYOR. SEE SURVEY FOR BENCHMARK INFORMATION AND ELEVATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE TO ESTABLISH AND MAINTAIN TEMPORARY BENCHMARKS DURING CONSTRUCTION AS NEEDED. 23. ALL ELEVATIONS ARE GIVEN IN N.A.V.D. 88. ALL ELEVATIONS ARE GIVEN IN N.A.V.D. 88. 24. CONTRACTOR MUST VERIFY ALL EXISTING PIPE SIZES, DEPTHS AND INVERTS TO BE TIED CONTRACTOR MUST VERIFY ALL EXISTING PIPE SIZES, DEPTHS AND INVERTS TO BE TIED INTO PRIOR TO ORDERING MATERIAL. 25. DUST CONTROL - ALL TEMPORARY HAUL ROADS AND BARE EARTHEN SURFACES WITHIN THE DUST CONTROL - ALL TEMPORARY HAUL ROADS AND BARE EARTHEN SURFACES WITHIN THE CONSTRUCTION LIMITS SHALL BE WATERED DOWN TO PREVENT DUST FROM DRIFTING INTO ADJACENT AREAS. THE CONTRACTOR SHALL AT ALL TIMES HAVE EQUIPMENT ON SITE TO WATER TEMPORARY HAUL ROADS AND BARE EARTHEN SURFACES. FAILURE TO CONTROL DUST WILL RESULT IN THE CONTRACTOR STOPPING RELATED OPERATIONS UNTIL A SUITABLE PLAN TO CONTROL DUST IS IMPLEMENTED. 26. NOISE CONTROL - CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO AVOID NOISE CONTROL - CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO AVOID UNNECESSARY NOISE APPROPRIATE FOR THE AMBIENT SOUND LEVELS IN THE AREA DURING WORKING HOURS. ALL CONSTRUCTION MACHINERY AND VEHICLES SHALL BE EQUIPPED WITH PRACTICAL SOUND MUFFLING DEVICES AND OPERATED IN A MANNER TO CAUSE NOISE LEVELS NOT TO EXCEED 75DB AT THE LIMITS OF CONSTRUCTION OR AS REQUIRED IN LOCAL CITY ORDINANCES. 27. PARKING GARAGE - DURING ALL CONSTRUCTION ACTIVITIES, THE WEST FACE OF THE PARKING GARAGE - DURING ALL CONSTRUCTION ACTIVITIES, THE WEST FACE OF THE PARKING GARAGE SHALL BE SHROUDED FOR A DISTANCE OF 100-FEET FROM THE SOUTHWEST CORNER. THIS IS TO PREVENT DUST AND DEBRIS FROM ENTERING THE STRUCTURE. CONTRACTOR SHALL MAINTAIN THIS PROTECTIVE BARRIER THROUGHOUT CONSTRUCTION. 28. CONTRACTOR SHALL NOTIFY ALL OVERHEAD UTILITIES TEN (10) DAYS IN ADVANCE FOR ANY CONTRACTOR SHALL NOTIFY ALL OVERHEAD UTILITIES TEN (10) DAYS IN ADVANCE FOR ANY NECESSARY ADJUSTMENTS OF LINES. ALL WORK AROUND HIGH VOLTAGE POWER LINES SHALL BE IN ACCORDANCE WITH OSHA, NEC, AND ENTERGY REQUIREMENTS. 29. IF EXISTING DRAINAGE STRUCTURES ARE DAMAGED DURING CONSTRUCTION, CONTRACTOR IF EXISTING DRAINAGE STRUCTURES ARE DAMAGED DURING CONSTRUCTION, CONTRACTOR WILL BE RESPONSIBLE FOR COST OF REPLACEMENT. 30. CONTRACTOR IS RESPONSIBLE FOR TEMPORARY EROSION CONTROL MEASURES WITHIN THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY EROSION CONTROL MEASURES WITHIN THE PROJECT AREA WHERE WORK IS ACCOMPLISHED IN CONJUNCTION WITH THE PROJECT. 31. AFTER THE PROJECT IS COMPLETE, THE CONTRACTOR SHALL FLUSH EXISTING STORM AFTER THE PROJECT IS COMPLETE, THE CONTRACTOR SHALL FLUSH EXISTING STORM DRAINAGE LINES (WITHIN AND ADJACENT TO THE PROJECT AREA) USING MECHANICAL HIGH PRESSURE EQUIPMENT AT NO DIRECT PAY. 32. IF IT IS NECESSARY TO WORK AFTER NORMAL WORKING HOURS OR DURING THE WEEKEND, IF IT IS NECESSARY TO WORK AFTER NORMAL WORKING HOURS OR DURING THE WEEKEND, THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE COR. IF THE CONTRACTOR IS DIRECTED TO WORK AFTER NORMAL WORKING HOURS OR DURING THE WEEKEND, THE CONTRACTOR SHALL DO SO AT NO ADDITIONAL COMPENSATION. 33. CONTRACTOR SHALL KEEP ADJOINING PROPERTIES CLEAN OF CONSTRUCTION DEBIS AND CONTRACTOR SHALL KEEP ADJOINING PROPERTIES CLEAN OF CONSTRUCTION DEBIS AND CONSTRUCTION TRAFFIC AT ALL TIMES. 34. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES AND CONDUITS TO AVOID CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES AND CONDUITS TO AVOID CONFLICTS AND PROVIDE REQUIRED MINIMUM DEPTHS OF COVER.

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%%UPROJECT CONTACTS

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UTILITY

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OWNER

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CONTACT

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TELEPHONE

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VA MEDICAL CENTER

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CONTRACTING OFFICER REPRESENTATIVE

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TIMOTHY FLYNN

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(317) 988-4521

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DESIGN ENGINEER

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CMET ENGINEERING, LLC

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SCOTT CHEHARDY

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(985) 233-9763

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WATER

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CITIZENS ENERGY GROUP

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MARK SHOCKLEY

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(317) 264-7718

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GAS

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CITIZENS ENERGY GROUP

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JEFF VELIKAN

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(317) 430-9299

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RLR VAMC FORM 09-JD0227

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CONSTRUCTION ROUTING PLAN

SCALE: 1" =20'

VICINITY MAP

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\

CONSTRUCTION ROUTING

GC-001

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PARKING GARAGE

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PORTO ALEGRE STREET

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W. MICHIGAN STREET

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DR. HARVEY MIDDLETON WAY

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CONSTRUCTION AREA

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PROPOSED OFFLOADING AREA

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CONTRACTOR STAGING AREA

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SITE ACCESS

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LEGEND

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CONSTRUCTION AREA

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STAGING AREA

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OFFLOADING AREA

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PROJECT SITE

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TO I-65

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FROM I-65

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FAIRBANKS ST.

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W. MICHIGAN ST.

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ESKENAZI AVE.

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ST. MARGARET'S DR.

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10TH ST.

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RILEY HOSPITAL DR.

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SMITH BLVD.

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PORTO ALEGRE ST.

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DR. HARVEY MIDDLETON WAY

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text 583-17-102

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RLR VAMC FORM 09-JD0227

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PLOT DATE:

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NOTES: 1. CONTRACTOR INGRESS TO THE WORK SITE SHALL BE BY WAY OF MICHIGAN STREET TO PORTO CONTRACTOR INGRESS TO THE WORK SITE SHALL BE BY WAY OF MICHIGAN STREET TO PORTO ALEGRE STREET TO DR. HARVEY MIDDLETON WAY THEN INTO LOT H WHERE THE PROJECT IS TO BE CONSTRUCTED. WHEN LEAVING THE SITE, THE CONTRACTOR EGRESS SHALL BE DR. HARVEY MIDDLETON WAY TO PORTO ALEGRE STREET THEN NORTH TO WEST 10TH STREET. 2. DELIVERY OF EQUIPMENT AND MATERIALS TO THE PROJECT SITE SHALL BE FROM I-65 TO THE N. DELIVERY OF EQUIPMENT AND MATERIALS TO THE PROJECT SITE SHALL BE FROM I-65 TO THE N. WEST STREET (W. DR. MARTIN LUTHER KING JR. STREET) EXIT. TAKE N. WEST STREET SOUTH TO W. MICHIGAN STREET THEN WEST ON W. MICHIGAN STREET TO PORTO ALEGRE STREET. THE STAGING AREA FOR OFFLOADING IS AS SHOWN. ONCE COMPLETE, DELIVERY TRUCKS SHALL LEAVE THE AREA BY WAY OF PORTO ALEGRE STREET NORTH TO WEST 10TH STREET. 3. CONTRACTOR SHALL COORDINATE AT LEAST 24 HOURS IN ADVANCE OF ALL DELIVERIES WITH THE CONTRACTOR SHALL COORDINATE AT LEAST 24 HOURS IN ADVANCE OF ALL DELIVERIES WITH THE COR SO THAT OFFLOADING AREA CAN BE RESERVED. 4. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND CONTROLLING TRAFFIC THROUGH THE AREA CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND CONTROLLING TRAFFIC THROUGH THE AREA DURING DELIVERIES. 5. ARROWS ON PLAN DEPICT ROUTES OF INGRESS AND EGRESS. ARROWS ON PLAN DEPICT ROUTES OF INGRESS AND EGRESS. 6. REFER TO SHEET GI-002 FOR GENERAL PROJECT NOTES. REFER TO SHEET GI-002 FOR GENERAL PROJECT NOTES. 7. CONTRACTOR SHALL BE ALLOWED TO ENTER H-LOT BY WAY OF A TEMPORARY CURB CUT AND CONTRACTOR SHALL BE ALLOWED TO ENTER H-LOT BY WAY OF A TEMPORARY CURB CUT AND ACCESS DRIVE FROM PORTO ALEGRE STREET. DISRUPTED CURBING AND LANDSCAPING SHALL BE REPLACED AFTER CONSTRUCTION.

BORING LOCATIONS

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\

BORING LOCATIONS

GR-001

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HYDRANT

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20 MPH

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PIV

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CATCH BASIN RIM= 702.45 INV.(NW)= 698.20 (12" RCP)

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CATCH BASIN RIM= 701.25 INV.(N)= 697.45 (12" RCP)

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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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CONCRETE

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GRASS

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LANDSCAPE

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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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CURB/GUTTER

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VALVE

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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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TEST BORING

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LEGEND

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AutoCAD SHX Text 583-17-102

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RLR VAMC FORM 09-JD0227

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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\

BORING LOGS

GR-002

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text 583-17-102

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AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

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RLR VAMC FORM 09-JD0227

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10TH STREET

A D

E R

SUBJECT TRACT 1

ALEG

R E S

EET

SUBJECT TRACT 2

A D

E R

SURVEYED PARCEL

LEGEND:

SITE

SUBJECT TRACT 1

MICHIGAN STREET

ALEG

R E S

EET

A D

E R

VICINITY MAP

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

Indianapolis, Indiana 46202

BOUNDARY RETRACEMENT SURVEY

H-LOT

SEPTEMBER, 2020 ABS TJT

CONTINGENCY WATER SUPPLY

AND REMEDIATION

VF-001

6 40

SEPTEMBER, 2020

SURVEYOR'S REPORT

LEGAL DESCRIPTION

Easements per Title Search

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

Indianapolis, Indiana 46202

BOUNDARY RETRACEMENT SURVEY

H-LOT

SEPTEMBER, 2020 ABS TJT

CONTINGENCY WATER SUPPLY

AND REMEDIATION

VF-002

7 40

SITE

LEGEND:

UTILITY NOTE:

BENCHMARKS:

NORTH

VICINITY MAP

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

Indianapolis, Indiana 46202

TOPOGRAPHIC SURVEY

H-LOT

SEPTEMBER, 2020 ABS TJT

CONTINGENCY WATER SUPPLY

AND REMEDIATION

VF-003

8 40

CIVIL DEMOLITION SITE PLAN

SCALE: 1" =10'

CIVIL DEMOLITION SITE PLAN

CD-001

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\

AutoCAD SHX Text 3"

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PED

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HYDRANT (TO REMAIN)

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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)

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)

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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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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)

AutoCAD SHX Text

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)

AutoCAD SHX Text E

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POWER GENERATOR

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5' PROTECTIVE FENCING (TO BE REMOVED)

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CURB/GUTTER/SLAB (TO BE REMOVED)

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VALVE

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HYDRANT

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VALVE

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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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AutoCAD SHX Text FULL DEPTH ASPHALT REMOVAL (APPROX. 890 SQ YDS.) 2" COLD MILL & OVERLAY (APPROX. 1090 SQ YDS.) CONCRETE BARRIER CURB REMOVAL (APPROX. 288 LIN FT.) ITEMS TO BE REMOVED OR RELOCATED

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LEGEND

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REQ'D EXIST. GENERATOR TO BE REMOVED AND REPLACED

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EXIST. LIGHT POLE (TO REMAIN)

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APPROXIMATE LIMITS OF ASPHALT REMOVAL

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EXIST. LIGHT POLE (TO REMAIN)

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CONC.

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35 MPH

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20 MPH

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A=364.61' R=359.26' =58°08'58" CHB=S85°07'02"W CH=349.16'

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REQ'D EXIST. SHRUBS TO BE REMOVED

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AutoCAD SHX Text NOTES: 1. REFER TO SHEET GI-002 FOR GENERAL NOTES. REFER TO SHEET GI-002 FOR GENERAL NOTES. 2. REFER TO SHEET CP-001 FOR ASPHALT AND CURBING REPLACEMENT DETAILS. REFER TO SHEET CP-001 FOR ASPHALT AND CURBING REPLACEMENT DETAILS. 3. ANY AREAS DISTURBED/DAMAGED BY THE CONTRACTOR BUT NOT CALLED TO BE REMOVED AND/OR ANY AREAS DISTURBED/DAMAGED BY THE CONTRACTOR BUT NOT CALLED TO BE REMOVED AND/OR REPLACED UNDER THIS CONTRACT, SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THIS SHALL INCLUDE BUT NOT BE LIMITED TO ASPHALT PAVED AREAS, CURBING, LANDSCAPING, LIGHT FIXTURES AND FIRE HYDRANTS. 4. 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. 5. REFER TO SHEET VF-003 FOR LEGEND AND TBM INFORMATION. REFER TO SHEET VF-003 FOR LEGEND AND TBM INFORMATION. 6. REFER TO SHEET CD-003 FOR DEMOLITION OF BURIED UTILITIES. REFER TO SHEET CD-003 FOR DEMOLITION OF BURIED 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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AutoCAD SHX Text 583-17-102

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ADDRESS:

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PROJECT ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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File details come from the government source that posted it. Updated Jul 18, 2022.