936CM2002-WNY-NAT-CEM-PH1B_BID-DWG_035-051.pdf

PDF 19 MB Posted

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

About this file

Written by GovTribe AI ·

This document outlines a federal contract opportunity for cemetery development services. The Western New York National Cemetery in Corfu, NY seeks to develop approximately 30 additional acres to provide around 9,942 new gravesites over a 10-year period. This represents the second phase of ongoing cemetery expansion intended to support burial needs for veterans in the area for at least another decade. Interested parties should respond to solicitation number 36C10F21R0016 by the specified deadline. The selected contractor will be responsible for constructing new burial facilities and related infrastructure to enable the cemetery to continue serving the veteran population within 75 miles. The Department of Veterans Affairs Office of Construction and Facilities Management will oversee the contract award.

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ATTACHMENT 3 - Pre-Proposal Inquiry (PPI) Form.docx DOCX document
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LEGEND

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CONSTRUCTION LIMIT LINE, TYP.

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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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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

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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

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CONSTRUCTION SEQUENCING PLAN PHASE 1B SEQUENCE 2, AREA C

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GC111

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Grand Island, NY 14072

02/08/21

LEGEND

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ALLEGHANY ROAD

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WESTERN NEW YORK NATIONAL CEMETERY PHASE 1B DEVELOPMENT

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936CM2002

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SCHAFER ENGINEERING ASSOCIATES

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OVERALL EROSION AND SEDIMENT CONTROL PLAN

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GC120

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1. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE PRIOR TO ANY GRADING OPERATION AND/OR INSTALLATION OF PROPOSED STRUCTURES OR UTILITIES. 2. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE CONSTRUCTED IN ACCORDANCE WITH NEW YORK STATE STANDARDS FOR EROSION AND SEDIMENT CONTROL REQUIREMENTS. 3. APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE UNTIL CONSTRUCTION IS COMPLETED AND/OR THE AREA IS STABILIZED AS PER THE APPROVED STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 4. THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL MATERIALS AND INSTALL THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL MATERIALS AND INSTALL ALL MEASURES REQUIRED TO REASONABLY CONTROL SOIL EROSION RESULTING FROM CONSTRUCTION OPERATIONS AND PREVENT EXCESSIVE FLOW OF SEDIMENT FROM THE CONSTRUCTION SITE. 5. EROSION AND SEDIMENT CONTROL PRACTICES DEPICTED ON THE PLANS ARE A MINIMUM EROSION AND SEDIMENT CONTROL PRACTICES DEPICTED ON THE PLANS ARE A MINIMUM TO CONTAIN SEDIMENT AND PREVENT EROSION FROM AFFECTING AREAS OUTSIDE THE LIMITS OF CONSTRUCTION. ADDITIONAL CONTROL MEASURES MAY BE DEEMED NECESSARY BY THE RESIDENT ENGINEER/EROSION CONTROL INSPECTOR AND SHALL BE CONSTRUCTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 6. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES. 7. ALL SEDIMENTATION STRUCTURES SHALL BE INSPECTED AND MAINTAINED ON A ALL SEDIMENTATION STRUCTURES SHALL BE INSPECTED AND MAINTAINED ON A REGULAR BASIS AND AFTER EVERY STORM EVENT. 8. A CRUSHED STONE, TIRE CLEANING PAD SHALL BE INSTALLED WHEREVER A A CRUSHED STONE, TIRE CLEANING PAD SHALL BE INSTALLED WHEREVER A CONSTRUCTION ACCESS EXISTS. THE STABILIZED PAD WILL BE INSTALLED ACCORDING TO THE STANDARD FOR STABILIZED CONSTRUCTION ACCESS. 9. PAVED AREAS MUST BE KEPT CLEAN AT ALL TIMES. PAVED AREAS MUST BE KEPT CLEAN AT ALL TIMES. 10. ALL CATCH BASIN INLETS SHALL BE PROTECTED WHERE REQUIRED. ALL CATCH BASIN INLETS SHALL BE PROTECTED WHERE REQUIRED. 11. ALL STORM DRAINAGE OUTLETS SHALL BE STABILIZED, AS REQUIRED, BEFORE THE ALL STORM DRAINAGE OUTLETS SHALL BE STABILIZED, AS REQUIRED, BEFORE THE DISCHARGE POINTS BECOME OPERATIONAL. 12. A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN MUST BE MAINTAINED ON A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN MUST BE MAINTAINED ON THE PROJECT SITE DURING CONSTRUCTION. 13. DUST SHALL BE CONTROLLED BY AN APPROVED METHOD ACCORDING TO NEW YORK DUST SHALL BE CONTROLLED BY AN APPROVED METHOD ACCORDING TO NEW YORK STATE DEPT. OF ENVIRONMENTAL CONSERVATION (DEC) STANDARDS 14. USE STAGED CONSTRUCTION METHODS TO MINIMIZE EXPOSED SURFACES, WHERE USE STAGED CONSTRUCTION METHODS TO MINIMIZE EXPOSED SURFACES, WHERE APPLICABLE.

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EXISTING WETLANDS

NOTE: 1. CONTRACTOR IS TO FURNISH AND INSTALL CONTRACTOR IS TO FURNISH AND INSTALL ARCHAEOLOGICALLY SENSITIVE AREA PROTECTION FENCING BETWEEN POINTS INDICATED ON SHEETS GC121 AND GC122. NO CONSTRUCTION PERSONNEL OR VEHICLES ARE ALLOWED WITHIN ARCHAEOLOGICALLY SENSITIVE AREAS. 2. SEE DETAIL 10A, SHEET CP302 FOR SEQUENCING SEE DETAIL 10A, SHEET CP302 FOR SEQUENCING REQUIREMENTS RELATED TO CONSTRUCTION WITHIN ARCHAEOLOGICALLY SENSITIVE AREAS.

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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

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STABILIZED CONSTRUCTION ENTRANCE

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TEMPORARY INLET PROTECTION

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EROSION CONTROL BLANKET

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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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GENESEE COUNTY, NEW YORK

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936CM2002

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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

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WETLAND BOUNDARY

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MATCHLINE SEE EROSION AND SEDIMENT CONTROL PLAN AREA B - SHEET GC122

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MATCHLINE SEE EROSION AND SEDIMENT CONTROL PLAN AREA B - SHEET GC122

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NOTE: 1. SEE NOTES ON SHEET GC120.SEE NOTES ON SHEET GC120.

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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

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936CM2002

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ARCHITECTURAL/MEP&T*

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STRUCTURAL

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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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MATCHLINE SEE EROSION AND SEDIMENT CONTROL PLAN AREA A - SHEET GC121

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MATCHLINE SEE EROSION AND SEDIMENT CONTROL PLAN AREA A - SHEET GC121

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PROPERTY LINE

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CONSTRUCTION LIMIT LINE

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EROSION AND SEDIMENT CONTROL PLAN AREA B

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BCS

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WETLAND PROTECTION FENCE

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TEMPORARY STONE CHECK DAM

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INLET PROTECTION

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NEW STORM PIPE

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NOTES: 1. SEE NOTES ON SHEET GC120.SEE NOTES ON SHEET GC120.

ARCHAEOLOGICALLY SENSITIVE AREA PROTECTION FENCE

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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

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WETLAND PROTECTION FENCE

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EROSION CONTROL BLANKET

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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

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936CM2002

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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

AutoCAD SHX Text

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

AutoCAD SHX Text

EST. 1915

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

AutoCAD SHX Text

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AutoCAD SHX Text 1 inch = 40 feet

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GRAPHIC SCALE

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NORTH

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KEY PLAN (N.T.S.)

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BID OPTION COMMITTAL SERVICE SHELTER EROSION AND SEDIMENT CONTROL PLAN

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PROPERTY LINE

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TEMPORARY DIVERSION SWALE

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WETLAND BOUNDARY

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COMPOST FILTER SOCK

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LIMIT OF DISTURBANCE

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GC123

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DBH

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BCS

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WETLAND PROTECTION FENCE

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TEMPORARY STONE CHECK DAM

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INLET PROTECTION

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NEW STORM PIPE

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NOTE: 1. SEE NOTES ON SHEET GC120.SEE NOTES ON SHEET GC120.

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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

Scale: 1"=60'

ALLEGHANY AND INDIAN FALLS ROAD CEMETERY ID FEATURE

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I-90 CEMETERY ID FEATURE

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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

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AutoCAD SHX Text Drawn

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936CM2002

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AutoCAD SHX Text Building Number

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AutoCAD SHX Text Date

AutoCAD SHX Text 02-08-21

AutoCAD SHX Text Dwg

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AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

EST. 1915

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

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = 60 feet

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GRAPHIC SCALE

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NORTH

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NORTH

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KEY PLAN (N.T.S.)

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BID OPTION CEMETERY I.D. FEATURES EROSION AND SEDIMENT CONTROL PLAN

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PROPERTY LINE

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TEMPORARY DIVERSION SWALE

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WETLAND

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COMPOST FILTER SOCK

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LIMIT OF DISTURBANCE

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GC124

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DBH

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BCS

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WETLAND PROTECTION FENCE

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TEMPORARY STONE CHECK DAM

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INLET PROTECTION

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NEW STORM PIPE

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NOTE: 1. SEE NOTES ON SHEET GC120.SEE NOTES ON SHEET GC120.

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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

Scale: NTS

STABILIZED CONSTRUCTION ENTRANCE

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ROCK CHECK DAM

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N.I.C.

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N.I.C.

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ARCHAEOLOGICALLY SENSITIVE AREA - PROTECTION FENCE

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PIPE OUTLET SEDIMENT TRAP

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WATERPROOF PERMANENT SIGN 50' O.C. MAX.

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ORANGE POLYETHYLENE WARNING FENCE

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METAL POST; OR EQUAL 10' O.C. MAX.

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4'-0" MIN.

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4'-0" MIN.

AutoCAD SHX Text NOTES: : WETLAND PROTECTION FENCE SIGN TO READ: "WETLAND BOUNDARY - NO EQUIPMENT NO DISTURBANCE" ARCHAEOLOGICALLY SENSITIVE AREA PROTECTION FENCE SIGN TO READ: "ARCHAEOLOGICALLY SENSITIVE AREA PROTECTION - NO CONSTRUCTION PERSONNEL OR VEHICLES ALLOWED" MAINTAIN FENCE AND SIGNS THROUGHOUT DURATION OF THE CONTRACT.

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6" DEEP 50/50 MIXTURE OF NYSDOT TYPE 3 & 4 STONE WITH FILTER FABRIC. SEE NOTES.

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EXISTING ROADWAY

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WIDEN AS NEEDED TO MAINTAIN STABILIZED ENTRANCE

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1. MINIMUM STONE SIZE SHALL BE 1"-4" STONE, INSTALLED OVER FILTER FABRIC TO A MINIMUM STONE SIZE SHALL BE 1"-4" STONE, INSTALLED OVER FILTER FABRIC TO A MINIMUM DEPTH OF 6". 2. MINIMUM WIDTH SHALL BE 12' FOR ONE WAY TRAFFIC, 24' FOR TWO WAY TRAFFIC. MINIMUM WIDTH SHALL BE 12' FOR ONE WAY TRAFFIC, 24' FOR TWO WAY TRAFFIC. MINIMUM LENGTH SHALL BE 50'. 3. ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH ENTRANCE. IF IMPRACTICAL, A MOUNTABLE DIVERSION BERM PREVENTING RUNOFF ONTO ADJACENT ROAD SHALL BE PERMITTED. 4. ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY SHALL BE REMOVED IMMEDIATELY. 5. ALL VEHICLE WASHING SHALL BE DONE IN A STONE STABILIZED AREA WHICH DRAINS INTO ALL VEHICLE WASHING SHALL BE DONE IN A STONE STABILIZED AREA WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 6. INSPECT AND MAINTAIN AS NEEDED TO CONFORM TO SPECIFICATIONS AND STORMWATER INSPECT AND MAINTAIN AS NEEDED TO CONFORM TO SPECIFICATIONS AND STORMWATER POLLUTION PREVENTION PLAN.

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CONSTRUCTION SPECIFICATIONS

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24' TWO WAY

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MIN.

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MIN.

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COMPOST FILTER SOCK

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2"X2" WOODEN STAKES PLACED 10' O.C.

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PROTECTED AREA

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DISTURBED AREA

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BLOW / PLACED FILTER MEDIA OR WOOD CHIPS

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SECTION VIEW

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EXISTING CONTOURS

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2"X2" WOODEN STAKES PLACED 10' O.C.

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PLAN VIEW

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FLOW

AutoCAD SHX Text NOTES: 1. PLACE FILTER SOCKS PARALLEL WITH PLACE FILTER SOCKS PARALLEL WITH CONTOURS. 2. REMOVE ACCUMULATED SEDIMENT REMOVE ACCUMULATED SEDIMENT WHEN IT REACHED HEIGHT OF 12 HEIGHT OF THE SOCK. 3. INSPECT WEEKLY & REPAIR DAMAGE INSPECT WEEKLY & REPAIR DAMAGE / DEFICIENCIES WITHIN 24 HOURS.

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BOTTOM OF SWALE

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TYP

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TYP

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LONGITUDINAL CROSS SECTION

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CROSS SECTION A-A

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SWALE SIDE SLOPE BEYOND

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FILTER FABRIC

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FILTER FABRIC

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CUT-OFF TRENCH

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SPACING VARIES DEPENDING ON SWALE SLOPE-SEE NOTE 2

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CUTOFF TRENCH 18" WIDE X 6" DEEP

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PROFILE NOT TO SCALE

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CREST 24" MAX @ CENTER

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HEIGHT (FT.)

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SLOPE (FT./FT.)

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1. STONE WILL BE PLACED ON A STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES, AND LOCATIONS SHOWN IN THE PLAN. 2. SET SPACING OF CHECK DAMS SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM. 3. EXTEND STONE A MINIMUM 1'-6" EXTEND STONE A MINIMUM 1'-6" BEYOND TOP BANK OF SWALE. 4. PROTECT SWALE/CHANNEL PROTECT SWALE/CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE. 5. ENSURE THAT CULVERT ENSURE THAT CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE. 6. ONCE SITE HAS ACHIEVED ONCE SITE HAS ACHIEVED PERMANENT STABILIZATION AS DETERMINED BY THE RESIDENT ENGINEER, CONTRACTOR SHALL CLEAN/REPAIR/REMOVE CHECKDAMS BASED ON FINISHED CONDITION AND REPAIR AFFECTED AREAS.

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SPACING=

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NOTES:

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TOP OF BANK

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SAME ELEVATION

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TOE

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PRESSURE RELIEF HOLES 1 " DIAMETER12" DIAMETER

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12 GA TOP

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SPOT WELD ALL AROUND TOP

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14 GA CYLINDER TRASH RACK

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WELDED

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ISOMETRIC VIEW

AutoCAD SHX Text #8 SUPPORT BAR TO BE WELDED TO THE TOP OF THE RISER OR ATTACHED BY STRAPS TO THE TOP OF THE RISER

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CYLINDER MUST BE FIRMLY FASTENED TO THE TOP OF THE RISER

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TRASH RACK & ANTI-VORTEX DEVICE

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