936CM2002-WNY-NAT-CEM-PH1B_BID-DWG_023-034.pdf

PDF 19 MB Posted

Attached to
Y1PC--Western New York National Cemetery Phase 1B
Solicitation number
36C10F21R0016
Issued by

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This document outlines a federal contract opportunity for cemetery development work. The Western New York National Cemetery in Corfu, NY seeks to develop approximately 30 additional acres to provide around 9,942 new gravesites over the next 10 years. This represents the second phase of ongoing cemetery construction intended to continue serving veterans in the area for at least a decade into the future. Interested parties should respond to solicitation number 36C10F21R0016 by the specified deadline. The selected contractor will be responsible for building out new burial sections, facilities, and infrastructure to support the added operations and interment capacity. The Department of Veterans Affairs aims to award a contract through this competitive opportunity to ensure veterans have access to burial services at the Western New York National Cemetery for the next 10 years.

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APPROXIMATE ARCHEOLOGICAL AREAS, TYP.

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70 AC PARCEL

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ATIONAL

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EMETERY

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DMINISTRATION

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WESTERN NEW YORK NATIONAL CEMETERY PHASE 1B DEVELOPMENT

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VA FORM 08-6231, OCT 1978

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CONSULTANTS:

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GENESEE COUNTY, NEW YORK

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936CM2002

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BID DOCUMENTS

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ARCHITECT/ENGINEER:

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TRAFFIC/GEOTECHNICAL

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ARCHITECTURAL/MEP&T*

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STRUCTURAL

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IRRIGATION

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SURVEYING

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AutoCAD SHX Text 700 WEST METRO PARK, ROCHESTER, NEW YORK 14623-2678 (585)272-7310 FAX (585)272-0159

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SCHAFER ENGINEERING ASSOCIATES

AutoCAD SHX Text (518)393-4767

AutoCAD SHX Text (518)393-3510

AutoCAD SHX Text 1885 State Street Schenectady, New York 12304

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AutoCAD SHX Text P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

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EST. 1915

AutoCAD SHX Text 8600 Indian Hills Drive Omaha, NE 68114-4039 Tel. 402-391-8111

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SUBSURFACE BORING LOCATION PLAN SOUTH

AutoCAD SHX Text B-102

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JGS

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JDB

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PHASE 1B CONSTRUCTION LIMIT

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MATCHLINE SEE SUBSURFACE BORING LOCATION PLAN NORTH - SHEET B-101

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MATCHLINE SEE SUBSURFACE BORING LOCATION PLAN NORTH - SHEET B-101

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PREVIOUS BORING LOCATION

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PREVIOUS TEST PIT LOCATION (MONTH-YEAR-TEST PIT #)

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PREVIOUS PERCOLATION TEST LOCATION (MONTH-YEAR-TEST#)

AutoCAD SHX Text 1-13-1

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WETLAND

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PREVIOUS MONITORING WELL LOCATION

AutoCAD SHX Text W-1

AutoCAD SHX Text TEST PIT REFERENCES: 1-16: SEE GEOTECHNICAL INVESTIGATION REPORT BY SEE GEOTECHNICAL INVESTIGATION REPORT BY FISHER ASSOCIATES DATED JAN. 2016. TEST PITS INCLUDED IN REPORT WERE CONDUCTED BY KENNEY GEOTECHNICAL SERIVCES ON DEC. 2015. 4-16: SEE GEOTECHNICAL INVESTIGATION REPORT SEE GEOTECHNICAL INVESTIGATION REPORT (PHASE 2A) PREPARED BY FISHER ASSOCIATES DATED APR. 2016. TEST PITS INCLUDED IN REPORT WERE CONDUCTED BY KENNEY GEOTECHNICAL SERVICES ON MAR. 2015, EXCEPT FOR 'TP 12' DATED DEC. 2015. 5-15: SEE GEOTECHNICAL INVESTIGATION REPORT SEE GEOTECHNICAL INVESTIGATION REPORT (PHASE 1) BY FISHER ASSOCIATES DATED MAY 2015. TEST PITS INCLUDED IN REPORT WERE CONDUCTED BY KENNEY GEOTECHNICAL SERIVCES ON APR. 2015. NOT INCLUDED IN FINAL GEOTECH REPORT. 1-13: SEE GEOTECH REPORT PREPARED BY SEE GEOTECH REPORT PREPARED BY EMPIREGEO SERVICES WITH TEST PITS CONDUCTED BY SBJ SERVICES, INC. ON JULY 2013. 11-20:SEE GEOTECHNICAL INVESTIGATION REPORT BY KENNEY GEOTECHNICHAL ENGINEERING SERVICES PLLC DATED NOV. 11, 2020. TEST PITS INCLUDED IN REPORT WERE CONDUCTED BY KENNEY SERVICES ON NOV. 6, 2020.

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PHASE 1B BORING LOCATION

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PHASE 1B TEST PIT LOCATION (MONTH-YEAR-TEST PIT #)

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O

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TREES & BRUSH

TREES & BRUSH

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TREES & BRUSH

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AREA 5

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AREA 3 AREA 4

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Phone (970) 229-9668

Fort Collins, Colorado 80525

4803 Innovation Drive

Innovative Water Solutions

Aqua Engineering, Inc.

FAX (970) 226-3855

* Design Development Architecture, Mechanical, Electrical, Plumbing, and Telecommunications was performed by CannonDesign, 2170 Whitehaven Road

Grand Island, NY 14072

02/08/21

LEGEND

GRAVESITE YIELD SUMMARY

GRAVESITE YIELD BY

SECTION (BASE BID)

S A

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UTILITY RESPONSIBILITY MATRIX

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N.I.C. N.I.C.

N.I.C. N.I.C. N.I.C.

N.I.C.N.I.C.N.I.C.

N.I.C. N.I.C.N.I.C.

N.I.C. N.I.C.

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NM 8325 EMPIRE TELE CORP 060701J 38-1

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ST

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WV

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24"HDPE

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DITCH

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ALLEGHANY ROAD/ N.Y.S. RTE 77

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GABBEY ROAD

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NYS THRUWAY I-90

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SEC. 1

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SEC. 2

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SEC. 9

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SEC. 10

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EXIST. POW/MIA FLAG

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EXIST. PRIVATE VAULTS (PV) / OVERSIZED CRYPTS (OS)

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EXISTING PARKING SPACES (6) STAFF (10) VISITORS

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EXISTING CORTEGE STAGING AREA

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EXISTING PIC/ADMINISTRATION BUILDING

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EXIST. US FLAG/ ASSEMBLY AREA

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EXISTING WOODS

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INDIAN FALLS CEMETERY (OWNED BY OTHERS)

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EXIST. CEMETERY PUBLIC ENTRANCE AREA

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EXIST. SUBSURFACE WASTEWATER DISPOSAL SYSTEM & RESERVE AREA

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EXIST. COMMITTAL SERVICE SHELTER NO. 1

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EXIST. IN-GROUND CREMAIN SECTION (IC)

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EXIST. STORMWATER MANAGEMENT

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EXISTING STORMWATER WETLAND

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EXIST. APPROXIMATE ARCHAEOLOGICAL AREA, TYP.

AutoCAD SHX Text CONSTRUCTION LIMIT LINE, REFER TO CONSTRUCTION LIMITS FINAL DELINEATION NOTE, THIS SHEET, TYP.

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EXIST. PHASE 1A EARLY TURNOVER FACILITIES

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INDIAN FALLS ROAD

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SEC. 3

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11 IC

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IN-GROUND CREMAIN SECTIONS, TYP.

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16 IC

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17 IC

AutoCAD SHX Text CONSTRUCTION LIMIT LINE, REFER TO CONSTRUCTION LIMITS FINAL DELINEATION NOTE, THIS SHEET, TYP.

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COLUMBARIUM A

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BIVOUAC OF THE DEAD MONUMENT SEE CS102 FOR SITE PLAN ENLARGEMENT

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ATIONAL

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WESTERN NEW YORK NATIONAL CEMETERY PHASE 1B DEVELOPMENT

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VA FORM 08-6231, OCT 1978

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CONSULTANTS:

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GENESEE COUNTY, NEW YORK

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936CM2002

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BID DOCUMENTS

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ARCHITECT/ENGINEER:

AutoCAD SHX Text Office of Construction and Facilities Management

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TRAFFIC/GEOTECHNICAL

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ARCHITECTURAL/MEP&T*

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STRUCTURAL

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IRRIGATION

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SURVEYING

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AutoCAD SHX Text 700 WEST METRO PARK, ROCHESTER, NEW YORK 14623-2678 (585)272-7310 FAX (585)272-0159

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SCHAFER ENGINEERING ASSOCIATES

AutoCAD SHX Text (518)393-4767

AutoCAD SHX Text (518)393-3510

AutoCAD SHX Text 1885 State Street Schenectady, New York 12304

AutoCAD SHX Text Phone:

AutoCAD SHX Text Facsimile:

AutoCAD SHX Text P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

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EST. 1915

AutoCAD SHX Text 8600 Indian Hills Drive Omaha, NE 68114-4039 Tel. 402-391-8111

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OVERALL SITE DEVELOPMENT PLAN

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GC100

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JGS

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JEB

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AutoCAD SHX Text 1 inch = 200 feet

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GRAPHIC SCALE

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NORTH

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IN-GROUND CREMAINS

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IC

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PHASE

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IC

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CN

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COLUMBARIUM NICHES

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CN

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IB (BASE BID)

AutoCAD SHX Text 2,642

AutoCAD SHX Text 3,972

AutoCAD SHX Text 6,914

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TOTAL

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ABBREVIATIONS:

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BURIAL SECTION NUMBER

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WETLAND

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SEC.

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YIELD

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775 IC

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939 IC

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928 IC

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3,972 CN

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300 MW

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MW

AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR SHALL INSPECT AND VERIFY ALL FIELD DIMENSIONS AND SITE CONDITIONS SHOWN HEREIN BEFORE PROCEEDING WITH SITE WORK. DISCREPANCIES BETWEEN FIELD CONDITIONS AND THESE PLANS SHALL BE BROUGHT TO THE DEPARTMENT OF VETERANS AFFAIRS RESIDENT ENGINEER'S ATTENTION PRIOR TO ANY COMMENCEMENT OF THE WORK. ONCE CONSTRUCTION HAS BEGUN CONTRACTOR SHALL NOT USE FIELD INFORMATION DISCREPANCIES AS THE BASIS FOR CHANGE ORDER CLAIMS. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 3. THIS PLAN DOES NOT SHOW ALL OF THE WORK THIS PLAN DOES NOT SHOW ALL OF THE WORK FOR THIS PROJECT. IT SHOWS MOST OF THE MAJOR FEATURES. REFER TO THE FULL COMPLIMENT OF DRAWINGS AND SPECIFICATIONS FOR FULL DETAIL OF THE WORK SCOPE RELATED TO ANY GIVEN DRAWING SHEET, TYP. 4. THE TOTAL AREA DISTURBED AT ANY ONE TIME IS THE TOTAL AREA DISTURBED AT ANY ONE TIME IS RESTRICTED TO 35 ACRES. ALL DISTURBED AREAS (AND AREAS DEEMED NECESSARY BY THE RE/COR) SHALL BE TEMPORARILY STABILIZED WITHIN 7 DAYS IF NO WORK IS OCCURRING WITHIN THAT AREA. 5. LAYOUT DETAILS FOR ALL WORK NOT LAYOUT DETAILS FOR ALL WORK NOT SPECIFICALLY SHOWN SHALL BE OBTAINED FROM THE RESPECTIVE ELECTRONIC DRAWING FILES TO BE PROVIDED TO THE SUCCESSFUL BIDDER. THE CONTRACTOR'S SURVEYOR SHALL PERFORM THE LAYOUT OF ALL WORK AND COLLECT THE INFORMATION FOR ELECTRONIC 'AS-BUILT' DRAWINGS. THE CONTRACTOR'S SURVEYOR SHALL COLLECT GIS GEO DATA FOR THE GPS/GIS SYSTEM IN COMPLIANCE WITH THE SPECIFICATIONS. 6. COORDINATE INFORMATION SHOWN WITHIN THE COORDINATE INFORMATION SHOWN WITHIN THE DRAWING SET IS BASED ON GRID COORDINATE SYSTEM IN U.S. FEET. SEE SURVEY DRAWING FOR BENCHMARK INFORMATION. 7. CONTRACTOR TO PROVIDE CEMETERY ONE CONTRACTOR TO PROVIDE CEMETERY ONE FUNCTIONING SET OF TRIMBLE R2 GNSS RTK ROVER SET TO MATCH EXISTING. SEE SPECIFICATIONS. 8. THE TOTAL PERFORMANCE PERIOD FOR THE BASE THE TOTAL PERFORMANCE PERIOD FOR THE BASE BID ITEM IS 510 CALENDAR DAYS FROM NOTICE TO PROCEED. BY THE END OF THE PERFORMANCE PERIOD, ALL WORK SHALL BE SATISFACTORILY COMPLETED AND READY FOR CUSTODY TRANSFER AND ACCEPTANCE BY NCA, ALL PUNCH LIST ITEMS SHALL BE SATISFACTORILY ADDRESSED, AND ALL TRAINING ACCOMPLISHED.

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MEMORIAL WALL MEMORIAL MARKERS

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MW

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CONSTRUCTION LIMIT LINE

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APPROXIMATE ARCHAEOLOGICAL AREA

AutoCAD SHX Text GENESEE COUNTY HEALTH DEPARTMENT 3837 WEST MAIN STREET ROAD BATAVIA, NY 14020 CONTACT: SARAH BALDUF PHONE: 585-344-2580

AutoCAD SHX Text INSTALL ALL ON-SITE SANITARY SEWER FACILITIES. COORDINATE REQUIRED INSPECTION SERVICES WITH THE VA AND THE GENESEE COUNTY HEALTH DEPARTMENT.

AutoCAD SHX Text PROVIDE ENGINEER'S CERTIFICATION THAT THE ON-SITE SEWAGE DISPOSAL SYSTEMS WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS TO THE GENESEE COUNTY HEALTH DEPARTMENT.

AutoCAD SHX Text MONROE COUNTY WATER AUTHORITY (MCWA) 475 NORRIS DRIVE ROCHESTER, NY 14610 CONTACT: TOD FERGUSON PHONE: 585-442-2000 GENESEE COUNTY HEALTH DEPARTMENT 3837 WEST MAIN STREET ROAD BATAVIA, NY 14020 CONTACT: SARAH BALDUF PHONE: 585-344-2580

AutoCAD SHX Text COORDINATE ACTIVITIES AND SCHEDULE FOR INSTALLATION OF WATER LINE EXTENSION. INSTALL ALL DOMESTIC WATER LINES AND APPURTENANCES UP TO THE POINT OF CONNECTION TO THE MONROE COUNTY WATER AUTHORITY WATER MAIN, INCLUDING THE WATER MAIN EXTENSION. INSTALL IRRIGATION LINES AND APPURTENANCES AS SHOWN IN THE CONSTRUCTION DOCUMENTS. OBTAIN ALL NECESSARY PERMITS AND APPROVALS. COORDINATE REQUIRED INSPECTION SERVICES WITH THE VA, THE UTILITY PROVIDER, AND THE AUTHORITIES HAVING JURISDICTION. SETUP WATER SERVICE ACCOUNTS WITH THE MCWA UPON INSTALLATION OF METER. THE METER IS PURCHASED FROM MCWA BY THE CONTRACTOR.

AutoCAD SHX Text ENTER INTO WATER SERVICE AGREEMENTS TO RECEIVE DOMESTIC AND PRIVATE FIRE PROTECTION WATER SERVICE FROM THE MONROE COUNTY WATER AUTHORITY. COORDINATE AND GRANT PROPOSED UTILITY EASEMENT TO MONROE COUNTY WATER AUTHORITY.

AutoCAD SHX Text ENTER INTO WATER SERVICE AGREEMENTS TO PROVIDE DOMESTIC AND PRIVATE FIRE PROTECTION WATER SERVICE TO THE VA SITE. SUPERVISE CONNECTION TO WATER LINE EXTENSION. PROVIDE THE WATER METER FOR PURCHASE BY THE CONTRACTOR.

AutoCAD SHX Text NATIONAL GRID (NG) 5100 E MAIN STREET ROAD BATAVIA, NY 14020 CONTACT: LAURIE J. MASTIN PHONE: 585-344-5880

AutoCAD SHX Text INSTALL ALL ON-SITE CONDUIT AND DUCT BANKS PER NG AND N.C.A. REQUIREMENTS. INSTALL ALL ON-SITE PULL BOXES PER NG AND N.C.A. REQUIREMENTS. INSTALL SECONDARY SERVICES AS SHOWN IN THE CONSTRUCTION DOCUMENTS. ENTER INTO SERVICE AGREEMENT DIRECTLY WITH NG FOR TEMPORARY POWER TO CONTRACTOR/RESIDENT ENGINEER STAGING AREA.

AutoCAD SHX Text ENTER INTO AN AGREEMENT WITH NG FOR INSTALLATION AND SUBSEQUENT REMOVAL OF TEMPORARY PRIMARY SERVICE TO THE CONTRACTOR/RESIDENT ENGINEER STAGING AREA

AutoCAD SHX Text PROVIDE WORK ORDER TO THE VA FOR INSTALLATION AND SUBSEQUENT REMOVAL OF TEMPORARY PRIMARY SERVICE. SCHEDULE AND PERFORM WORK AS COORDINATED BY THE CONTRACTOR.

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LOCAL PROPANE GAS PROVIDER

AutoCAD SHX Text INSTALL PROPANE GAS TANKS, LINES, AND APPURTENANCE AS SHOWN IN THE CONSTRUCTION DOCUMENTS. COORDINATE ACTIVITIES AND SCHEDULE FOR INSTALLATION OF PROPANE GAS LINES. ENTER INTO WORK ORDER WITH A LOCAL PROPANE GAS PROVIDER.

AutoCAD SHX Text FACILITATE EXECUTION OF WORK ORDERS FOR THE RELOCATION OF THE EXISTING NATURAL GAS PIPELINE. COORDINATE ACTIVITIES AND SCHEDULE FOR INSTALLATION OF GAS LINES TO BE DONE BY US GYPSUM.

AutoCAD SHX Text EMPIRE FAMILY OF SERVICES 34 MAIN STREET PRATTSBURGH, NY 14873 CONTACT: CARSON GODWIN JR. PHONE: 607-522-3749

AutoCAD SHX Text SUBMIT DESIGN PLANS TO EMPIRE FAMILY OF SERVICES (EFS) TO INITIATE WORK ORDER CREATION AND FACILITATE EXECUTION OF WORK ORDERS FOR THE ON-SITE SERVICE BETWEEN THE VA AND ESF. COORDINATE ACTIVITIES AND SCHEDULE FOR INSTALLATION OF COMMUNICATION LINES TO BE DONE BY ESF. INSTALL ALL ON-SITE CONDUIT AND DUCT BANKS PER ESF AND N.C.A. REQUIREMENTS. INSTALL ALL ON-SITE PULL BOXES PER ESF AND N.C.A. REQUIREMENTS. INSTALL COMMUNICATIONS CABLES FROM THE INITIAL POINT OF CONNECTION THROUGHOUT THE SITE AS SHOWN IN THE CONSTRUCTION DOCUMENTS.

AutoCAD SHX Text ENTER INTO AN AGREEMENT WITH ESF FOR EXTENSION OF T-1 INTERNET SERVICE ALONG ALLEGHANY ROAD.

AutoCAD SHX Text PROVIDE AN AGREEMENT TO THE VA FOR EXTENSION OF T-1 INTERNET SERVICE ALONG ALLEGHANY ROAD AS SHOWN IN THE CONSTRUCTION DOCUMENTS. SCHEDULE AND PERFORM WORK AS COORDINATED BY THE CONTRACTOR. MAKE CONNECTION TO PUBLIC COMMUNICATION LINES. INSTALL COMMUNICATION CABLES FROM ALLEGHANY ROAD EXTENSION TO THE INITIAL POINT OF CONNECTION.

AutoCAD SHX Text US GYPSUM CORP. 550 W ADAMS STREET CHICAGO, IL 60661 CONTACT: JENNY SCANLON PHONE: 800-874-4968

AutoCAD SHX Text COORDINATE REMOVAL OF US GYPSUM NATURAL GAS LINE AND APPURTENANCE WITH US GYPSUM PRIOR TO THE CONTRACTOR'S NOTICE TO PROCEED.

AutoCAD SHX Text

ENTER INTO PROPANE GAS SERVICE AGREEMENT TO RECEIVE PROPANE GAS.

AutoCAD SHX Text ENTER INTO PROPANE GAS SERVICE AGREEMENT TO PROVIDE PROPANE GAS SERVICE TO THE VA SITE. PROVIDE THE PROPANE GAS TANKS FOR PURCHASE BY THE CONTRACTOR.

AutoCAD SHX Text

CONSTRUCTION LIMITS FINAL DELINEATION NOTE:

THE CONSTRUCTION LIMIT LINE(S) DEPICTED ON THE CONTRACT DRAWINGS ASSUMES ACCEPTANCE OF BASE BID AND ALL BID OPTIONS. THE WINNING ALL BID OPTIONS. THE WINNING BID OPTIONS. THE WINNING BIDDER SHALL BE ISSUED A FINAL LIMITS OF CONSTRUCTION. THE CONTRACTOR SHALL NOTE THAT ANY OPTION NOT SELECTED SHALL ELIMINATE THAT OPTION'S DISTURBANCE AREA FROM THE CONSTRUCTION LIMITS; THE AREAS NOT SELECTED SHALL NOT BE CONSIDERED A BASIS FOR CHANGE ORDERS.

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B-90

852.9

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850.6

B-8

844.4

B-5

858.2

B-1

860.1

B-2

850.8

B-89

861.8

B-9

848.1

B-3

848.8

OH

OH

B-94

846.1

B-91

844.4

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845.5

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842.7

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857.0

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AREA 5

AREA 2

AREA 3 AREA 4

AREA 6

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Phone (970) 229-9668

Fort Collins, Colorado 80525

4803 Innovation Drive

Innovative Water Solutions

Aqua Engineering, Inc.

FAX (970) 226-3855

* Design Development Architecture, Mechanical, Electrical, Plumbing, and Telecommunications was performed by CannonDesign, 2170 Whitehaven Road

Grand Island, NY 14072

02/08/21

LEGEND

STATEMENT OF BID ITEMS

GRAVESITE YIELD SUMMARY

GRAVESITE YIELD

BY SECTION

AutoCAD SHX Text

NM 8325 EMPIRE TELE CORP 060701J 38-1

AutoCAD SHX Text T

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AutoCAD SHX Text T

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AutoCAD SHX Text T

AutoCAD SHX Text E

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ST

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ST

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ST

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ST

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ST

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ST

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ST

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WV

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24"HDPE

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ALLEGHANY ROAD

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INDIAN FALLS ROAD

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GABBEY ROAD

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NYS THRUWAY I-90

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EXISTING WOODS

AutoCAD SHX Text BID OPTION NO. 1A AND 1B: CLIN 002A AND CLIN 002B; REFER TO STATEMENT OF BID ITEMS FOR DESCRIPTION OF INCLUDED SCOPE

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SEC. 1

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SEC. 2

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SEC. 9

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SEC. 10

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SEC. 3

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11 IC

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16 IC

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17 IC

AutoCAD SHX Text BID OPTION NO. 3: CLIN 004; REFER TO STATEMENT OF BID ITEMS FOR DESCRIPTION OF INCLUDED SCOPE

AutoCAD SHX Text BID OPTION NO. 2: CLIN 003; REFER TO STATEMENT OF BID ITEMS FOR DESCRIPTION OF INCLUDED SCOPE

AutoCAD SHX Text BID OPTION NO. 6: CLIN 007; REFER TO STATEMENT OF BID ITEMS FOR DESCRIPTION OF INCLUDED SCOPE

AutoCAD SHX Text BID OPTION NO. 4: CLIN 005; REFER TO STATEMENT OF BID ITEMS FOR DESCRIPTION OF INCLUDED SCOPE

AutoCAD SHX Text BID OPTION NO. 5: CLIN 006; REFER TO STATEMENT OF BID ITEMS FOR DESCRIPTION OF INCLUDED SCOPE

AutoCAD SHX Text BID OPTION NO. 6: CLIN 007; REFER TO STATEMENT OF BID ITEMS FOR DESCRIPTION OF INCLUDED SCOPE

AutoCAD SHX Text CONSTRUCTION LIMIT LINE, REFER TO CONSTRUCTION LIMITS FINAL DELINEATION NOTE, THIS SHEET, TYP.

AutoCAD SHX Text CONSTRUCTION LIMIT LINE, REFER TO CONSTRUCTION LIMITS FINAL DELINEATION NOTE, THIS SHEET, TYP.

AutoCAD SHX Text

18 PPC

AutoCAD SHX Text BID OPTION NO. 2: CLIN 003; REFER TO STATEMENT OF BID ITEMS FOR DESCRIPTION OF INCLUDED SCOPE

AutoCAD SHX Text B

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AutoCAD SHX Text

ATIONAL

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EMETERY

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DMINISTRATION

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AutoCAD SHX Text N

AutoCAD SHX Text

WESTERN NEW YORK NATIONAL CEMETERY PHASE 1B DEVELOPMENT

AutoCAD SHX Text Revisions:

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VA FORM 08-6231, OCT 1978

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CONSULTANTS:

AutoCAD SHX Text Drawing Title

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GENESEE COUNTY, NEW YORK

AutoCAD SHX Text Project Title

AutoCAD SHX Text Location

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawn

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936CM2002

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Date

AutoCAD SHX Text 02-08-21

AutoCAD SHX Text Dwg

AutoCAD SHX Text of

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BID DOCUMENTS

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ARCHITECT/ENGINEER:

AutoCAD SHX Text Office of Construction and Facilities Management

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TRAFFIC/GEOTECHNICAL

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ARCHITECTURAL/MEP&T*

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STRUCTURAL

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IRRIGATION

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SURVEYING

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AutoCAD SHX Text V

AutoCAD SHX Text T

AutoCAD SHX Text N

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AutoCAD SHX Text 700 WEST METRO PARK, ROCHESTER, NEW YORK 14623-2678 (585)272-7310 FAX (585)272-0159

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SCHAFER ENGINEERING ASSOCIATES

AutoCAD SHX Text (518)393-4767

AutoCAD SHX Text (518)393-3510

AutoCAD SHX Text 1885 State Street Schenectady, New York 12304

AutoCAD SHX Text Phone:

AutoCAD SHX Text Facsimile:

AutoCAD SHX Text P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

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EST. 1915

AutoCAD SHX Text 8600 Indian Hills Drive Omaha, NE 68114-4039 Tel. 402-391-8111

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OVERALL SITE DEVELOPMENT PLAN (OPTIONS)

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GC101

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JGS

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JEB

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AutoCAD SHX Text 1 inch = 200 feet

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GRAPHIC SCALE

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NORTH

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BASE BID: CLIN 001

AutoCAD SHX Text BASE BID. GENERAL CONSTRUCTION:WESTERN NEW YORK NATIONAL CEMETERY PHASE 1B PROJECT NO. 936CM2002. WORK OF THE CONTRACT INCLUDES GENERAL CONDITIONS, GENERAL CONSTRUCTION, ALTERATIONS, ROADS, WALKS, GRADING, DRAINAGE, ELECTRICAL WORK, UTILITY SYSTEMS, IRRIGATION, LANDSCAPING AND CONSTRUCTION AND CERTAIN OF OTHER ITEMS AND ALL OTHER WORK NECESSARY TO CONSTRUCT THE PROJECT.

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BID OPTION NO. 1A: CLIN 002A

AutoCAD SHX Text BID OPTION 1A: INSTALL TWENTY-FOUR HUNDRED TWENTY-EIGHT (2,428) PRE-PLACED CRYPTS (SECTION 18) WITH APPURTENANCES AND MONUMENTATION. IN ADDITION, INSTALL MEMORIAL WALK EXTENSION AND ASSOCIATED PLANTING AND IRRIGATION.

AutoCAD SHX Text

BID OPTION NO. 1B: CLIN 002B

AutoCAD SHX Text BID OPTION 1B: PROCURE, MANUFACTURE, DELIVER, OFF-LOAD AND STORE TWENTY-FOUR HUNDRED TWENTY-EIGHT (2,428) PRE-PLACED CRYPTS (BURIAL SECTION 18).

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BID OPTION NO. 2: CLIN 003

AutoCAD SHX Text BID OPTION 2: INSTALL COMMITTAL SERVICE SHELTER NO. 2 (WITH APPURTENANCES) AND ASSOCIATED SITEWORK, INCLUDING, BUT NOT LIMITED TO TWO (2) WINDSCREEN WALLS, PAVEMENTS, CURBS, DRAINAGE, SIGNAGE, LANDSCAPING, AND IRRIGATION. IN ADDITION, INSTALL ONE (1) WINDSCREEN WALL AT EXISTING COMMITTAL SERVICE SHELTER 1, INCLUDING, BUT NOT LIMITED TO PAVEMENT DEMOLITION, DRAINAGE, AND NEW PAVEMENT.

AutoCAD SHX Text

BID OPTION NO. 3: CLIN 004

AutoCAD SHX Text BID OPTION 3: INSTALL NINE HUNDRED (900) COLUMBARIUM NICHES, AND ASSOCIATED SITEWORK, INCLUDING BUT NOT LIMITED TO PAVEMENTS, FOUR (4) BENCHES, PLANTING, AND IRRIGATION (COLUMBARIUM WALLS 13, 14, 19 AND 20). IN ADDITION, INSTALL TWO (2) MEMORIAL WALLS ONTO EXISTING FOUNDATIONS THAT WERE CONSTRUCTED AS PART OF BASE BID (MEMORIAL WALLS 5, 6, 7 AND 8).

AutoCAD SHX Text

BID OPTION NO. 4: CLIN 005

AutoCAD SHX Text BID OPTION 4: INSTALL ADDITIONAL LANDSCAPING AND IRRIGATION ALONG ALLEGHANY ROAD.

AutoCAD SHX Text

BID OPTION NO. 5: CLIN 006

AutoCAD SHX Text BID OPTION 5: INSTALL ORNAMENTAL FENCING AND MOW STRIP ALONG ALLEGHANY AND INDIAN FALLS ROADS.

AutoCAD SHX Text

BID OPTION NO. 6: CLIN 007

AutoCAD SHX Text BID OPTION 6: INSTALL CEMETERY IDENTIFICATION FEATURE AT INTERSTATE 90 (I-90) INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: CLEARING AND GRUBBING, CONSTRUCTION ACCESS ROAD FROM ALLEGHANY ROAD, PERMANENT ACCESS ROAD FROM ALLEGHANY ROAD, GUIDE RAIL, VEHICLE ACCESS GATE, VEGETATION CLEARING, CEMETERY IDENTIFICATION WALL (NO LIGHTING), PAVEMENTS AND ASSOCIATED LANDSCAPING. IN ADDITION, INSTALL CEMETERY IDENTIFICATION FEATURE AT THE CORNER OF INDIAN FALLS AND ALLEGHANY ROADS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING:CEMETERY IDENTIFICATION WALL, PAVEMENT, LIGHTING, AND ELECTRICAL POWER FOR THE LIGHTING.

AutoCAD SHX Text

PROPERTY LINE

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DECORATIVE FENCE

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CHAIN LINK FENCE

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WETLAND

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CONSTRUCTION LIMIT LINE

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PRE-PLACED CRYPTS

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PPC

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ABBREVIATIONS:

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SEC.

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YIELD: BASE BID

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AutoCAD SHX Text

775 IC

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939 IC

AutoCAD SHX Text

928 IC

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AutoCAD SHX Text

3,972 CN

AutoCAD SHX Text A

AutoCAD SHX Text

YIELD: OPTIONS

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900 CN

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APPROXIMATE ARCHAEOLOGICAL AREA

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IN-GROUND CREMAINS

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IC

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COLUMBARIUM NICHES

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CN

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BURIAL SECTION NUMBER

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MEMORIAL WALL MEMORIAL MARKERS

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MW

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300 MW

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MW

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300 MW

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2,428 PPC

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PHASE

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IC

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CN

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IB (BASE BID)

AutoCAD SHX Text 2,642

AutoCAD SHX Text 3,972

AutoCAD SHX Text 6,614

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TOTAL

AutoCAD SHX Text 3,972

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TOTAL (BASE BID)

AutoCAD SHX Text 2,642

AutoCAD SHX Text 6,614

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PPC

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OPTIONS 1-6

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AutoCAD SHX Text 3,328

AutoCAD SHX Text 4,872

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TOTAL (W/OPTIONS)

AutoCAD SHX Text 2,642

AutoCAD SHX Text 9,942

AutoCAD SHX Text 2,428

AutoCAD SHX Text 2,428

AutoCAD SHX Text

CONSTRUCTION LIMITS FINAL DELINEATION NOTE:

THE CONSTRUCTION LIMIT LINE(S) DEPICTED ON THE CONTRACT DRAWINGS ASSUMES ACCEPTANCE OF BASE BID AND ALL BID OPTIONS. THE ALL BID OPTIONS. THE BID OPTIONS. THE WINNING BIDDER SHALL BE ISSUED A FINAL LIMITS OF CONSTRUCTION. THE CONTRACTOR SHALL NOTE THAT ANY OPTION NOT SELECTED SHALL ELIMINATE THAT OPTION'S DISTURBANCE AREA FROM THE CONSTRUCTION LIMITS; THE AREAS NOT SELECTED SHALL NOT BE CONSIDERED A BASIS FOR CHANGE ORDERS.

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GLM

GLM

GLM

GLM

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B-90

852.9

B-4

850.6

B-8

844.4

WOODLAND

B-5

858.2

B-1

860.1

B-2

850.8

B-89

861.8

GRASS & BRUSH

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848.1

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844.4

SHED

B R

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B-97

845.5

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842.7

B-96

842.7

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857.0

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858.6

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TREES & BRUSH

TREES &

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TREES & BRUSH

TREES & BRUSH

TREES & BRUSH

TREES & BRUSH

X X

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P h a s e

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Phone (970) 229-9668

Fort Collins, Colorado 80525

4803 Innovation Drive

Innovative Water Solutions

Aqua Engineering, Inc.

FAX (970) 226-3855

* Design Development Architecture, Mechanical, Electrical, Plumbing, and Telecommunications was performed by CannonDesign, 2170 Whitehaven Road

Grand Island, NY 14072

02/08/21

LEGEND

GENERAL NOTES:

CONSTRUCTION SEQUENCING

ACTIVITIES:

CONSTRUCTION SEQUENCING

DIAGRAM

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NM 8325 EMPIRE TELE CORP 060701J 38-1

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ST

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24"HDPE

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DITCH

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EXISTING PIC/ADMIN BLDG.

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EXISTING WOODS

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INDIAN FALLS CEMETERY (OWNED BY OTHERS)

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EXISTING CEMETERY PUBLIC ENTRANCE

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WETLAND BOUNDARY

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(SEE SHEET GC107,GC110)

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(SEE SHEET GC106,GC109)

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WETLAND BOUNDARY

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SEC. 1

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INDIAN FALLS ROAD

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GABBEY ROAD

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ALLEGHANY ROAD

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NYS THRUWAY I-90

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APPROXIMATE ARCHAEOLOGICAL AREA, TYP.

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SEC. 2

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SEC. 3

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18 PPC

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17 IC

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16 IC

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SEC. 10

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SEC. 9

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11 IC

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(SEE SHEET GC108,GC111)

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PRIMARY CONSTRUCTION ACCESS

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SECONDARY CONSTRUCTION ACCESS

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SECONDARY CONSTRUCTION ACCESS ASSOCIATED WITH BID OPTION 6

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ATIONAL

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EMETERY

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DMINISTRATION

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WESTERN NEW YORK NATIONAL CEMETERY PHASE 1B DEVELOPMENT

AutoCAD SHX Text Revisions:

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VA FORM 08-6231, OCT 1978

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CONSULTANTS:

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GENESEE COUNTY, NEW YORK

AutoCAD SHX Text Project Title

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936CM2002

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AutoCAD SHX Text 02-08-21

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BID DOCUMENTS

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ARCHITECT/ENGINEER:

AutoCAD SHX Text Office of Construction and Facilities Management

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TRAFFIC/GEOTECHNICAL

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ARCHITECTURAL/MEP&T*

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STRUCTURAL

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IRRIGATION

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SURVEYING

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AutoCAD SHX Text 700 WEST METRO PARK, ROCHESTER, NEW YORK 14623-2678 (585)272-7310 FAX (585)272-0159

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SCHAFER ENGINEERING ASSOCIATES

AutoCAD SHX Text (518)393-4767

AutoCAD SHX Text (518)393-3510

AutoCAD SHX Text 1885 State Street Schenectady, New York 12304

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AutoCAD SHX Text P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

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EST. 1915

AutoCAD SHX Text 8600 Indian Hills Drive Omaha, NE 68114-4039 Tel. 402-391-8111

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OVERALL CONSTRUCTION SEQUENCING PLAN

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GC102

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JGS

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JEB

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AutoCAD SHX Text 1 inch = 200 feet

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GRAPHIC SCALE

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NORTH

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PROPERTY LINE

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WETLAND BOUNDARY

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CONSTRUCTION LIMIT LINE

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1. CONTRACTOR SHALL INSPECT AND VERIFY ALL FIELD DIMENSIONS AND SITE CONDITIONS SHOWN HEREIN BEFORE PROCEEDING WITH SITE WORK. DISCREPANCIES BETWEEN FIELD CONDITIONS AND THESE PLANS SHALL BE BROUGHT TO THE DEPARTMENT OF VETERANS AFFAIRS RESIDENT ENGINEER'S ATTENTION PRIOR TO ANY COMMENCEMENT OF THE WORK. ONCE CONSTRUCTION HAS BEGUN CONTRACTOR SHALL NOT USE FIELD INFORMATION DISCREPANCIES AS THE BASIS FOR CHANGE ORDER CLAIMS. 2. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 3. REFER TO CONSTRUCTION SEQUENCING PLANS REFER TO CONSTRUCTION SEQUENCING PLANS PHASE 1B FOR WORK REQUIREMENTS TO BE COMPLETED TO ALLOW ACCEPTANCE. 4. THIS PROJECT CONTAINS TWO PHASES OF THIS PROJECT CONTAINS TWO PHASES OF CONSTRUCTION. THE PHASES ARE REFERRED TO AS PHASE 1B AND PHASE 1B RESTORATION. PHASE 1B RESTORATION WORK CAN ONLY BEGIN AFTER PHASE 1B IS COMPLETED AND ACCEPTED. THE SCOPE OF PHASE 1B WORK IS DEPICTED ON CONSTRUCTION SEQUENCING PLANS AND SPECIFICATIONS. 5.

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