936CM2002-WNY-NAT-CEM-PH1B_BID-DWG_165-187.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. Services required include constructing new burial facilities and supporting infrastructure to accommodate an estimated 10 more years of operations and interments. The performance period and award date are not specified. The Department of Veterans Affairs Office of Construction and Facilities Management will oversee the project. No further details are provided on pricing, response deadlines, or terms and conditions.

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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

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WETLAND ADJACENT AREA BOUNDARY

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EXISTING WETLAND BOUNDARY

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CB #31

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6" HDPE SOLID PIPE WITH STONE RIPRAP OUTLET APRON INV. OUT=849.0

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TC 856.93 BC 856.60

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936CM2002

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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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EST. 1915

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BID OPTION COMMITTAL SERVICE SHELTER 2 GRADING PLAN ENLARGEMENT

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#8335 ALLEGANY ROAD

TAX MAP No.

10-1-29.11

TIMOTHY D. KING

(NOW/FORMERLY)

REF. LIBER 730 OF DEEDS, PAGE 159

#8331 ALLEGANY ROAD

TAX MAP No.

10-1-28

RONALD M. MARKEK

(NOW/FORMERLY)

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#8331 ALLEGANY ROAD

TAX MAP No.

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RONALD M. MARKEK

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DEEDS, PAGE 138

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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

NOTES:

SCALE: 1"=30'

CEMETERY ID FEATURE GRADING PLAN CONTINUED

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WESTERN NEW YORK NATIONAL CEMETERY PHASE 1B DEVELOPMENT

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GENESEE COUNTY, NEW YORK

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936CM2002

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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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MATCHLINE SEE CEMETERY ID FEATURE GRADING PLAN - THIS SHEET

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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

NOTES:

SCALE: 1"=10'

CEMETERY ID FEATURE GRADING PLAN ENLARGEMENT AT ALLEGHANY AND INDIAN FALLS ROAD

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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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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

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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BID OPTION CEMETERY I.D. FEATURES GRADING PLAN ENLARGEMENTS

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CG415

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JGS

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JEB

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GRAPHIC SCALE

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AutoCAD SHX Text 1 inch = 10 feet

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NORTH

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NEW STORM PIPE

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NEW UNDERDRAIN

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NEW HEADER PIPE

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EXISTING CONTOUR

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MAJOR CONTOUR

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MINOR CONTOUR

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CONSTRUCTION LIMIT LINE

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SPOT ELEVATION

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SLOPE

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1. SEE NOTES ON DRAWING CG100. SEE NOTES ON DRAWING CG100. 2. SEE DRAWINGS CI780 & CI782 FOR CEMETERY SEE DRAWINGS CI780 & CI782 FOR CEMETERY I.D. FEATURE WALL ELEVATIONS.

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NORTH

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KEY PLAN (N.T.S.)

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CG501

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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

TYPICAL PIPE TRENCH DETAIL

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YARD/AREA DRAIN

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STORM MANHOLE

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FLARED END SECTION

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STORM SEWER CONNECTION

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LEVEL SPREADER

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CATCH BASIN

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PIPE ZONE BEDDING

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PIPE ZONE BACKFILL

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FINAL TRENCH BACKFILL

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6" MIN.

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DEPTH

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PIPE OD/2

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12" MIN.

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VARIES

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COVER

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MATERIAL

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CRUSHED STONE

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PIPE

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METHOD OF

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PLACEMENT

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MECHANICAL

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MECHANICAL

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COMPACTION

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COMPACTION

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MECHANICAL

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COMPACTION

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CRUSHED STONE

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LAWN RESTORATION

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TOPSOIL AND SEED

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PAVEMENT

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NEW PAVEMENT, SEE DETAIL

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1.5' MIN. COVER

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1.5' MIN. COVER

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NEW PAVEMENT SUBBASE MATERIAL REFER TO NEW ASPHALT CONCRETE PAVEMENT DETAIL

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TRENCH WALL SLOPES SHALL CONFORM TO O.S.H.A. REGULATIONS, TYP.

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FINAL TRENCH BACKFILL

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PIPE ZONE BACKFILL

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PIPE ZONE BEDDING MATERIAL

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SELECT GRANULAR FILL

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%%UOUTLET PLAN VIEW

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%%USECTION VIEW

AutoCAD SHX Text WIDTH OF ROCK CHANNEL PROTECTION SHALL VARY FROM TWICE PIPE DIA. AT PIPE OUTLET TO EXISTING CHANNEL BOTTOM AT END OF APRON;

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STONE FILL

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STORM SEWER LINE; REFER TO PLANS FOR SIZE AND LENGTH

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FLARED END SECTION, TYP.

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PROPOSED FINISHED GRADE, SEE PLANS, TYP.

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FLARED END SECTION WITH MATCHING COUPLING

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STONE FILL

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SEE GRADING

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SEE GRADING

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SEPARATION FABRIC UNDER FLARED END SECTION AND RIPRAP

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STONE FILL

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FLARED END SECTION, TYP.

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%%UINLET PLAN VIEW

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CULVERT

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CULVERT

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LEVEL SPREADER

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LEVEL SPREADER

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LEVEL GRASS TRENCH

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DIRECTION OF FLOW

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EXTEND BERM INTO EXISTING GRADE

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PLUNGE POOL

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PLAN

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SECTION

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PLUNGE POOL INVERT

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EXISTING GRADE

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STONE FILL

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GEOTEXTILE SEPARATION FABRIC

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GRASS TRENCH INVERT

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TOP OF BERM= PIPE INV. OUT

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PLACE EROSION CONTROL FABRIC ON ALL DISTURBED AREAS OF BERM

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FINISHED GRADE

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FRAME AND GRATE FLUSH WITH FINISHED GRADE

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COMPACTED SUBGRADE

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CRUSHED STONE

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PVC INLET DRAIN

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FLOW

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WYE (SIZE AS INDICATED)

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45° OR 30°BEND AS REQ'D

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STORM PIPE

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45° OR 30°BEND AS REQ'D

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SLOPE

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INVERT AS INDICATED

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CAST IRON MANHOLE FRAME AND COVER PER SPECIFICATIONS

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PRECAST CONCRETE MANHOLE

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JOINTS BUTYL SEALED, TOP AND BOTTOM LIP

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CLEAR OPENING

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CIRCUMFERENTIAL REINFORCEMENT 0.12 SQ. IN PER LIN. FT. MIN.

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SIZE AND LOCATION OF PIPES AS SPECIFIED

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12" CRUSHED STONE

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COMPACTED SUBGRADE

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FINISHED GRADE

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MANHOLE STEPS AS SPECIFIED

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CONE EXTENSIONS AS REQ'D TO ADJUST TO FINISHED GRADE. USE PRECAST UNITS

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AS PER PLAN (TYP)

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PIPE & SLOPE

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12" SUMP

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TYP.

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8"MAX

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VARIES

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30" SQ

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PITCH

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FLOW

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4'-0"DIA. MIN.

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REINFORCED PRECAST CONCRETE COVER

AutoCAD SHX Text REINFORCED PRECAST CONCRETE BARREL SECTIONS AS REQUIRED, MANUFACTURED IN ACCORDANCE WITH ASTM C478-85a

AutoCAD SHX Text SHIPLAP JOINT MADE WATERTIGHT WITH BUTYL ROPE BETWEEN STRUCTURE SECTIONS APPLY BITUMASTIC JOINT COMPOUND ALL AROUND AFTER ASSEMBLY

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SELECT GRANULAR BACKFILL IN ACCORDANCE WITH THE SPECIFICATIONS

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BOOT TYPE FLEXIBLE

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REINFORCED PRECAST CONCRETE INTEGRAL WALL AND BASE SECTION

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12" CRUSHED STONE BASE

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COMPACTED SUBGRADE

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CATCH BASIN STEPS IN ALL DRAINAGE STRUCTURES DEEPER THAN 5'.

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PIPE SIZE & INVERT AS INDICATED ON PLANS

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F.G. PAVEMENT

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NON-SHRINK CEMENT MORTAR ALL AROUND FRAME

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A. 3 FLANGE FRAME & GRATE ALONG CURB

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CURB

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3 FLANGE FRAME AND GRATE FOR CURB CONDITION

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CONCRETE CATCH BASIN

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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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AutoCAD SHX Text 02-08-21

AutoCAD SHX Text Dwg

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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

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

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EST. 1915

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

AutoCAD SHX Text

DRAINAGE DETAILS 1

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CG501

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DBH

JEB

t

P

M

F i m

P r o j

W e s t e r n

N e w

Y o r k

N a t i o n a l

C e m e t e r y

P h a s e

B

C

A D

C M

C G

D r a i n a g e

D e t l s d w g

P l o t t e d

B y

J O

N A

T H

N

H A

M

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

STONE OVERFLOW WEIR

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OUTLET CONTROL STRUCTURE

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FOOTING DRAIN DETAIL

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NOT USED

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POND EMBANKMENT

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TYPICAL STRUCTURE FOOTING SECTION

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TYPICAL BUILDING SECTION

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TYP

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TOP OF EMBANKMENT

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MIN

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MIN

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TOPSOIL

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WEIR CREST

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TOPSOIL

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TOP OF BERM BEYOND

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OVERFLOW WEIR CREST

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STABILIZE TOE OF SLOPE, 5' MIN. LENGTH

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MIN.

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BOTTOM OF BASIN

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SEPARATION FABRIC

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STONE FILL, 12: MIN. DEPTH

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STONE FILL, 12" MIN. DEPTH

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GEOTEXTILE SEPARATION FABRIC

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FLARED END SECTION WITH STONE OUTFALL PROTECTION.

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BROAD CRESTED OVERFLOW WEIR

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TOP OF EMBANKMENT BEYOND

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4'X4' HDPE ANTI-SEEP COLLAR

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OVERFLOW WEIR

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TRASH RACK

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OUTLET CONTROL STRUCTURE

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PRIMARY ORIFICE/PERM. POOL ELEVATION

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OUTLET PIPE

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EMBANKMENT FILL

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BOTTOM OF BASIN

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OVERFLOW ORIFICE

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SECONDARY ORIFICE

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DRAINAGE AGGREGATE

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AGGREGATE SUBBASE

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GEOTEXTILE SEPARATION FABRIC; TOP, BOTTOM, AND SIDES

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4" HDPE PERFORATED PIPE, MAX. 1" ABOVE FOOTING

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4" HDPE PERFORATED PIPE, MAX 1" ABOVE FOOTING

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DRAINAGE AGGREGATE

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GEOTEXTILE FILTER FABRIC, SIDE AND BOTTOM ONLY

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PEA GRAVEL

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FOOTING DRAIN 'A'

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FOOTING DRAIN 'B'

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RECESSED 4" PVC CLEANOUT WITH PLUG

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4" SOLID PVC RISER (WHERE INDICATED)

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CONCRETE FOUNDATION

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CONCRETE FOUNDATION

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DRAINAGE AGGREGATE

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GEOTEXTILE SEPARATION FABRIC; TOP, BOTTOM, AND SIDES

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4" HDPE PERFORATED PIPE, MAX. 1" ABOVE FOOTING

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FOOTING DRAIN 'C'

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4" SOLID PVC RISER

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45° SWEEPELBOWS (2)

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CONCRETE FOUNDATION, BEYOND

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SEE FOUNDATION DRAIN SECTION DETAILS FOR CLEANOUT CONDITIONS

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4" HDPE PERFORATED PIPE

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FOOTING CLEANOUT

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CONCRETE FOUNDATION

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TOP OF FOOTING

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BOTTOM OF FOOTING

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3' X 3' MIN.

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12" SUMP, TYP.

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12" THICK CRUSHED STONE BASE

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AutoCAD SHX Text %%uORIFICE DETAIL

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PRIMARY ORIFICE 3" DIAMETER (SEE TABLE)

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OUTLET PIPE INVERT (SEE TABLE)

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FLAT ROOF TRASH RACK

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TOP OF STRUCTURE

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FINISHED GRADE

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SELECT GRANULAR BACKFILL

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6" MIN.

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PRIMARY ORIFICE (SEE TABLE)

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UNDISTURBED OR COMPACTED SUBGRADE

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OVERFLOW ORIFICE (SEE TABLE)

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SECONDARY ORIFICE (SEE TABLE)

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SECONDARY ORIFICE (SEE TABLE)

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GEOTEXTILE FABRIC

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GEOTEXTILE FABRIC

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FOOTING DRAIN (SEE PLUMBING PLAN)

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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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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

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

DRAINAGE DETAILS 2

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CG502

AutoCAD SHX Text

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DBH

JEB

O

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WOODLAND

GRASS & BRUSH

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P A

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GRASS & BRUSH

SIGN

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SHED

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W x x x x x x

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TREES & BRUSH

TREES & BRUSH

TREES &

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TREES & BRUSH

TREES & BRUSH

TREES & BRUSH

TREES & BRUSH

X X

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XXX

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AREA B

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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

AutoCAD SHX Text

NM 8325 EMPIRE TELE CORP 060701J 38-1

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WV

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24"HDPE

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DITCH

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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 PIC/ADMIN BLDG.

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EXISTING US FLAG/ ASSEMBLY AREA

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INDIAN FALLS CEMETERY

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CEMETERY PUBLIC ENTRANCE (NO CONSTRUCTION TRAFFIC)

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EXISTING COMMITTAL SERVICE SHELTER NO. 1

AutoCAD SHX Text

(SEE SHEET CI102)

AutoCAD SHX Text

(SEE SHEET CI101)

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BURIAL SECTION 11

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P.O.W/M.I.A FLAG

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BURIAL SECTION 17

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BURIAL SECTION 16

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COLUMBARIUM A

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SEC 1

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CONSTRUCTION ENTRANCE

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ATIONAL

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EMETERY

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DMINISTRATION

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text

WESTERN NEW YORK NATIONAL CEMETERY PHASE 1B DEVELOPMENT

AutoCAD SHX Text Revisions:

AutoCAD SHX Text

VA FORM 08-6231, OCT 1978

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text Drawing Title

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GENESEE COUNTY, NEW YORK

AutoCAD SHX Text Project Title

AutoCAD SHX Text Location

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936CM2002

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AutoCAD SHX Text Date

AutoCAD SHX Text 02-08-21

AutoCAD SHX Text Dwg

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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

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

OVERALL SITE FURNISHINGS PLAN

AutoCAD SHX Text

CI100

AutoCAD SHX Text

AutoCAD SHX Text

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

APPROXIMATE ARCHAEOLOGICAL AREA REQUIRING FURTHER STUDY

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UTILITY POLE

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16" RCP

INV.=863.48

16" RCP

INV.=865.14

16" CMP

INV.=863.93

16" CMP

INV.=864.81

MB

B-90

852.9

B-4

850.6

B-8

844.4

WOODLAND

B-5

858.2

INDIAN FALLS ROAD (66' R.O.W.)

EDGE OF PAVEMENT

EDGE OF TRAVEL LANE

UTILITY POLE

UTILITY POLE

UTILITY POLE

B-1

860.1

GRAVEL DRIVE

G R

A V

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B-2

850.8

B-89

861.8

GRASS & BRUSH

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B-3

848.8

UTILITY POLE

10" RCMP

INV.=845.59

10" RCMP

INV.=846.31

10" RCMP

INV.=844.66

10" RCMP

INV.=844.18

12" RCMP

INV.=853.80

12" RCMP

INV.=852.96

SIGN

12" RCMP

INV.=860.03

12" RCMP

INV.=859.65

OH OH OH

36" RCMP

INV.=838.50

36" RCMP

INV.=838.32

OH

OH

OH

OH

OH

OH

OH

SIGN

12" RCMP

INV.=857.82

12" RCMP

INV.=857.15

SHED

B-93

857.0

B-92

858.6 x x x x x x x x x x x x x x x x x x x x x x x x x x

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END OF FORMER U.S.

GYPSUM GAS LINE

(ABANDONED IN PLACE)

FORMER U.S. GYPSUM

GAS LINE (ABANDONED

IN PLACE)

FORMER U.S. GYPSUM

GAS LINE (ABANDONED

IN PLACE)

START OF FORMER U.S.

GYPSUM GAS LINE

(ABANDONED IN PLACE)

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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

FURNISHINGS LEGEND

A

B

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ALLEGHANY ROAD

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INDIAN FALLS ROAD

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INDIAN FALLS CEMETERY (OWNED BY OTHERS)

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EXISTING P.I.C/ ADMINISTRATION BUILDING

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EXSITING U.S. FLAG

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SEC 3

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SECTION 17 IN-GROUND CREMAINS

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FLOWER WATERING STATION, TYP.

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CI501

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FWS1

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ATIONAL

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EMETERY

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DMINISTRATION

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text

WESTERN NEW YORK NATIONAL CEMETERY PHASE 1B DEVELOPMENT

AutoCAD SHX Text Revisions:

AutoCAD SHX Text

VA FORM 08-6231, OCT 1978

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

BID DOCUMENTS

AutoCAD SHX Text

ARCHITECT/ENGINEER:

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

TRAFFIC/GEOTECHNICAL

AutoCAD SHX Text

ARCHITECTURAL/MEP&T*

AutoCAD SHX Text

STRUCTURAL

AutoCAD SHX Text

IRRIGATION

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SURVEYING

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AutoCAD SHX Text I

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

SITE FURNISHINGS PLAN AREA A

AutoCAD SHX Text

CI101

AutoCAD SHX Text

AutoCAD SHX Text

JGS

AutoCAD SHX Text

JEB

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AutoCAD SHX Text 1 inch = 60 feet

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

FLOWER WATER STATION

AutoCAD SHX Text NOTES: 1. REFER TO CI501 FOR FURNISHING DETAILS REFER TO CI501 FOR FURNISHING DETAILS (BENCH, FLOWER WATERING STATION, FLOWER REGULATIONS DECAL).

AutoCAD SHX Text

MATCHLINE SEE SITE FURNISHINGS PLAN AREA B - SHEET CI102

AutoCAD SHX Text

MATCHLINE SEE SITE FURNISHINGS PLAN AREA B - SHEET CI102

AutoCAD SHX Text

NORTH

KEY PLAN (N.T.S.)

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TREES & BRUSH

B-91

844.4

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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

FURNISHINGS LEGEND

B

A

NOTES:

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ALLEGHANY ROAD

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SEC 9

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SEC 10

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FWS2

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FLOWER WATERING STATION, TYP.

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CI501

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SEC 16 IN-GROUND CREMAINS

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BENCH, TYP REFER TO COLUMBARIUM ENLARGEMENT PLAN, CS409, FOR LOCATION

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CI501

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REFER TO COLUMBARIUM ENLARGEMENT PLAN, CS409, FOR LOCATION

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COLUMBARIUM A

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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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AutoCA…

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