936CM2002-WNY-NAT-CEM-PH1B_BID-DWG_081-095.pdf

PDF 18 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 Department of Veterans Affairs Office of Construction and Facilities Management is soliciting bids to develop approximately 30 acres of undeveloped land at the Western New York National Cemetery in Corfu, NY to provide around 9,942 additional gravesites over the next 10 years. The purpose of the project is to enable the existing national cemetery to continue providing burial services for eligible veterans in the western New York area for at least another decade. Key work under this contract would include constructing new burial facilities and supporting infrastructure to accommodate the additional interments. The solicitation number is 36C10F21R0016 and bids are due by the date specified in the opportunity posting on the relevant government contracting website.

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ATTACHMENT 3 - Pre-Proposal Inquiry (PPI) Form.docx DOCX document
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ASPHALT PAVEMENT SECTION - PARKING - TYPE D

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* 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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LIGHT-DUTY ASPHALT PAVEMENT SECTION

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MODIFIED LIGHT DUTY ASPHALT PAVEMENT SECTION

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LIGHT-DUTY AND HEAVY-DUTY CONCRETE

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GRAVEL PAVEMENT

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DROP CURB

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REINFORCED CONCRETE FUEL TANK SLAB DETAIL

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CONCRETE PAVEMENT AT CONCRETE FOUNDATION

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PAVEMENT TRANSITION DETAIL

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ADJACENT FINISHED GRADE - SEE PLAN FOR ELEVATION AND MATERIAL

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14"R ON ALL EDGES

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EXPANSION JOINT AND SEALANT

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CONCRETE SIDEWALK

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SUBBASE COURSE

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4'-0" THICK COMPACTED SELECT GRANULAR FILL

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CP501

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CONCRETE HAUNCH

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ADJACENT CONCRETE WALK OR LAWN. SEE PLANS FOR ELEVATION AND MATERIAL

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ADJACENT FINISHED GRADE - SEE PLAN FOR ELEVATION AND MATERIAL

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SUBBASE COURSE

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4'-0" THICK COMPACTED SELECT GRANULAR FILL

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1/4"R ON BACK EDGE OF CURB, EXPANSION JOINT AND SEALANT

AutoCAD SHX Text EXTRUDE SLIP-FORM FIBER REINFORCED MOUNTABLE CEMENT CONCRETE CURB; EXPANSION JOINTS 15' O.C.

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CP501

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3/8" EXPANSION JOINT

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CP501

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CP501

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ADJACENT FINISH GRADE AT BOTTOM OF CURB

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SUBBASE COURSE

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ASPHALT PAVING, SEE PLANS FOR TYPE

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1 " MIN. MILL/DEEP KEY 12" MIN. MILL/DEEP KEY INTO EXISTING PAVEMENT

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EXISTING PAVEMENT

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SAW CUT. KEYED PAVEMENT SHALL BE FLUSH WITH EXISTING PAVEMENT

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EXISTING SUBBASE

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APPLY TACK COAT TO EXISTING PAVEMENT

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1 1/2" 9.5 F3 TOP COURSE HMA 70 SERIES COMPACTION, NYSDOT ITEM 402.097302

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2 1/2" 25 F9 BINDER COURSE HMA 70 SERIES COMPACTION, NYSDOT ITEM 402.257902

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12" SUBBASE COURSE, TYPE 2, NYSDOT ITEM 304.12

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COMPACTED SELECT GRANULAR FILL

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TACK COAT, NYSDOT ITEM 407.0103

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COMPACTED SUBGRADE

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GEOTEXTILE FABRIC

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FINISHED GRADE

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EXISTING TOPSOIL TO BE REMOVED (DEPTH VARIES)

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COMPACTED SELECT GRANULAR FILL

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1 1/2" 9.5 F3 TOP COURSE HMA 70 SERIES COMPACTION, NYSDOT ITEM 402.097302

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2 1/2" 25 F9 BINDER COURSE HMA 70 SERIES COMPACTION, NYSDOT ITEM 402.257902

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15" SUBBASE COURSE, TYPE 2, NYSDOT ITEM 304.12

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TACK COAT, NYSDOT ITEM 407.0103

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COMPACTED GRANULAR FILL

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GEOTEXTILE FABRIC

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CUT

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FILL

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FINISHED GRADE

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COMPACTED SUBGRADE

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EXISTING TOPSOIL TO BE REMOVED (DEPTH VARIES)

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EXISTING GRADE

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ADJACENT FINISHED GRADE 1/2" BELOW WALK ELEVATION - SEE PLAN FOR MATERIAL

AutoCAD SHX Text 6"X6" W1.4/1.4 WWM CENTERED IN SLAB, USE ONLY SHEETS, NOT ROLLS, PLACE MESH ON CHAIRS

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#4 SLIP DOWELS @ 18" O.C. X 18" LONG -GREASE AND CAP ONE END OR USE SPEED DOWEL

AutoCAD SHX Text COMPACTED SELECT GRANULAR FILL IN FILL CONDITION / COMPACTED SUBGRADE IN CUT CONDITION

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TOOLED CONTROL JOINT - 1/6 SLAB DEPTH

AutoCAD SHX Text 3/8" WIDE EXPANSION JOINT WITH PREMOLDED ASHPALTIC JOINT FILLER & SEALANT, 1/4" RADIUS AT SLAB EDGES

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REINFORCED CEMENT CONCRETE PAVEMENT, BROOM FINISH TO REMOVE TOOL MARKS

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1/4" RADIUS AT ALL EXPOSED EDGES

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COMPACTED SUBBASE COURSE, TYPE 2 NYSDOT ITEM 304.12

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CP501

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3" CLEAR

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(3) #5 CONTINUOUS BARS

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#3 @ 18" O.C.; EXTEND 24" FROM EDGE OF WALK AND 6" INTO NON-THICKENED SLAB

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4'-0" THICK COMPACTED SELECT GRANULAR FILL

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6" THICK COMPACTED SUBBASE COURSE

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REINFORCED CONCRETE PAVEMENT

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1/4" RADIUS AT ALL EXPOSED EDGES

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FINISH GRADE; 1/4" BELOW ADJACENT PAVEMENT UNLESS OTHERWISE NOTED

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CP501

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LAWN

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CP501

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CONCRETE WALK

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CP501

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CP501

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CP501

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LAWN

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LAWN

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CP501

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CP501

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COMPACTED GRANULAR FILL

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AGGREGATE SUBBASE

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12 MAX SLOPE

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SURFACE TREATMENT VARIES

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SURFACE COURSE

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BINDER COURSE

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SHOULDER

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SLOPE PAVEMENT

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ASPHALT WING WEDGE

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4" TOPSOIL

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COMPACTED SELECT GRANULAR FILL

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12" SUBBASE COURSE, TYPE 2, NYSDOT ITEM 304.12

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COMPACTED GRANULAR FILL

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GEOTEXTILE FABRIC

AutoCAD SHX Text NOTE: 1. FOR CONSTRUCTION ACCESS ROADS FOR CONSTRUCTION ACCESS ROADS CONTRACTOR SHALL INCREASE SUBBASE COURSE DEPTH AS NECESSARY TO WITHSTAND CONSTRUCTION TRAFFIC, AT NO ADDITIONAL COST TO VA.

AutoCAD SHX Text TOOLED JOINT 5' O.C. OR AS SHOWN ON PLANS & OTHER DETAILS OR TO MATCH EXISTING. SCORE JOINTS, TOOLING, SHALL ALSO OCCUR AROUND PERIMETER OF CONCRETE PAVEMENT.

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CONTROL JOINT

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EXPANSION JOINT

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PREMOULDED JOINT FILLER

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TOOLED JOINT W/ 1/4" RADIUS EDGES AS SHOWN, TYP.

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JOINT SEAL & BACKER ROD PER SPECS

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HEAVY BROOM FINISH

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CONCRETE WALK

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1:12 MAX. SLOPE

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CP501

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CP501

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LAWN

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CP501

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3/8" EXPANSION JOINT

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1/4" RADIUS AT ALL EXPOSED EDGES

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HEAVY-DUTY CONC. PVMT.

AutoCAD SHX Text 0'-6"

AutoCAD SHX Text 0'-6"

AutoCAD SHX Text 10" THICK REINFORCED CONCRETE SLAB WITH 2 LAYERS OF 6X6 10/10 WWM. (MIN. 3" COVER AGAINST SOIL)

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8" COMPACTED AGGREGATE SUBBASE, TYPE 2 NYSDOT ITEM 304.12

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COMPACTED SELECT GRANULAR FILL

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CP501

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REINFORCING SUPPORT CHAIR, TYP.

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TOP OF FOOTING

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BOTTOM OF FOOTING

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TOP OF FOUNDATION

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3/8" WASHED ROUNDED RIVERSTONE, SEE SPECS.

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REINF. CONC. PVMT.

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STONE VENEER

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REINFORCED CONCRETE FOUNDATION

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REINFORCED CONCRETE FOOTING; SEE STRUCTURAL DRAWINGS

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FOOTING U.D., CONNECT TO STORM SYSTEM

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COMPACTED SELECT GRANULAR FILL

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DRAINAGE STONE WRAPPED IN FILTER FABRIC

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WATER PROOF COATING BELOW GRADE, TYP.

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DIMPLED DRAINAGE BOARD

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EXISTING SUBGRADE

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COMPACTED SUBBASE COURSE, TYPE 2 NYSDOT ITEM 304.12

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FACE OF FOUNDATION

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CUT

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FILL

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TRANSITION

AutoCAD SHX Text NOTES: : 1. GEOTEXTILE FABRIC SHALL BE PLACED ON COMPACTED GEOTEXTILE FABRIC SHALL BE PLACED ON COMPACTED SUBGRADE UNDER ALL PAVED AREAS WHERE FINISHED GRADE IS LESS THAN 4' ABOVE EXISTING GRADE. FOLLOWING ARE ROADWAY STATIONS WHERE GEOTEXTILE FABRIC SHALL BE PLACED: STA 900+35 - 909+39

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COMPACTED GRANULAR FILL

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COMPACTED SUBGRADE

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EXISTING GRADE (AFTER TOPSOIL REMOVED)

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COMPACTED SELECT GRANULAR FILL

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ASPHALT PAVEMENT OR CONCRETE SECTION

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GEOTEXTILE FABRIC

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ATIONAL

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EMETERY

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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 R

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text G

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

PAVEMENT DETAILS 1

AutoCAD SHX Text

CP501

AutoCAD SHX Text

AutoCAD SHX Text

JGS

AutoCAD SHX Text

JEB

S 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 P

P v m t

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

CONCRETE WHEEL STOP

Scale: NTS

PAVEMENT MARKING - ACCESSIBLE PARKING SYMBOL

Scale: NTS

CURB TRANSITION 'E'

Scale: NTS

CABLE GUIDE RAIL

Scale: NTS

PIPE BOLLARD

Scale: NTS

HEADSTONE SUPPORT RAIL

N.I.C.

N.I.C.

AutoCAD SHX Text NOTES: 1. ANCHORED BY (2) 3/4" STEEL RODS, 18" LONG 2. REINFORCED BY 4-3/8" DEFORMED #3 BARS 3. WEIGHT, APPROX. 275 LBS.

AutoCAD SHX Text %%uSECTION

AutoCAD SHX Text %%uOBLIQUE

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 5'-6"

AutoCAD SHX Text NOTES: ALL PAINT TO BE COLOR BLUE AND AS SPECIFIED THE NEW SYMBOL DOES NOT MATCH THE HISTORICAL ADA STANDARDS, BUT SLIGHT VARIATIONS ON THE HISTORICAL SYMBOL ARE PERMISSIBLE UNDER SECTION 103 WHEREAS THE SYMBOL CLEARLY DISPLAYS A WHEELCHAIR AND SIGNIFIES ACCESSIBILITY.

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

STEEL PLATE

AutoCAD SHX Text

STEEL BEAM POST

AutoCAD SHX Text

6" TO OF CABLES

AutoCAD SHX Text

POST

AutoCAD SHX Text NOTE: 1. REFERENCE NYSDOT STANDARD REFERENCE NYSDOT STANDARD SHEET 606-1 (EXTRA LONG POST) 2. RAIL MOUNTING HEIGHT IS TO BE RAIL MOUNTING HEIGHT IS TO BE MEASURED FROM PAVEMENT

AutoCAD SHX Text

WASH CONCRETE TO DRAIN; PROVIDE SMOOTH DOMED FINISH (2" HIGH AT CENTER).

AutoCAD SHX Text 8" GALV. SCHEDULE 40 ASTM A501 STEEL PIPE BOLLARD.FILL INSIDE OF BOLLARD WITH 4,000 PSI MIN. CONCRETE (MAX. 0.35 W/C RATIO & MIN. 630 LBS. CEMENT/C.Y.). PRIMER AND PAINT SHALL BE APPLIED PER SPECIFICATIONS.

AutoCAD SHX Text

WASH CONCRETE TO DRAIN; PROVIDE SMOOTH UNIFORM SLOPED FINISH @ 2 INCH./FT. MIN.

AutoCAD SHX Text

PROPOSED FINISH GRADE

AutoCAD SHX Text 4,000 PSI MIN. CONCRETE COLLAR (0.35 X/C RATIO & 630 LBS. CEMENT/C.Y.); FORM WITH APPROVED CONCRETE FORMING TUBE. PIPE BOLLARD SHALL BE CENTERED INSIDE CONCRETE COLLAR.

AutoCAD SHX Text

PLACE & COMPACT BACKFILL PER SPECIFICATIONS.

AutoCAD SHX Text

EXPANSION JOINT ALL AROUND

AutoCAD SHX Text

HEAVY-DUTY CONCRETE PAVEMENT AS INDICATED ON PLANS

AutoCAD SHX Text

DRAINAGE AGGREGATE

AutoCAD SHX Text NOTE: 2" SQ. X 1/4" STEEL PLATE COMPLETELY WELDED TO 2" SQ. X 1/4" STEEL PLATE COMPLETELY WELDED TO STEEL PIPE WHERE USED WITH PIPE RAIL GATES. PROVIDE 3/8" DIA HOLE IN CENTER OF PLATE

AutoCAD SHX Text

PROVIDE 6" MIN. OF STIFF MIX CONCRETE COVER BELOW STEEL PIPE BOLLARD

AutoCAD SHX Text NOTES: : 1. ALL POSTS & BASE PLATES ALL POSTS & BASE PLATES ARE TO BE GALVANIZED. 2. ALL BOLTS, NUTS & ALL BOLTS, NUTS & WASHERS TO BE STAINLESS STEEL. 3. ALL RAIL BUTT JOINTS ARE ALL RAIL BUTT JOINTS ARE TO BE MADE AT POSTS. 4. WELD ALL AROUND STEEL WELD ALL AROUND STEEL BEAM AT BASE PLATE.

AutoCAD SHX Text

W6"X9" GALVANIZED STEEL POSTS, 6' O.C.

AutoCAD SHX Text

(2) 2X8 PRESSURE TREATED WOOD RAIL. PROVIDE BEVELED EDGES ON EXPOSED RAIL

AutoCAD SHX Text

(4) 3/8" X 5" CARRIAGE BOLTS, (4) NUTS & (8) WASHERS, REQ'D. PER POST. ALL FASTENERS GALVANIZED.

AutoCAD SHX Text

GALVANIZED BOLT AND WASHER

AutoCAD SHX Text

PREPARED SUBGRADE

AutoCAD SHX Text

AGGREGATE BASE COURSE

AutoCAD SHX Text

UNDISTURBED SOIL

AutoCAD SHX Text

(4) 5/8" HILTI KWIK-BOLT TZ S.S.ANCHORS W/ 4" MIN. EMBEDMENT; INSTALL PER MFR. SPEC

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

PLAN

AutoCAD SHX Text 12"X12"X3/4" GALVANIZED STEEL BASE PLATE WELDED TO GALVANIZED STEEL POST (SEE PLAN VIEW)

AutoCAD SHX Text 1/4" 1/4"

AutoCAD SHX Text

3/4" HOLES, TYP.

AutoCAD SHX Text

POST & BASE PLATE

AutoCAD SHX Text

H.D. CONC. PVMT.

LAYOUT LINE

AutoCAD SHX Text

LAYOUT LINE

AutoCAD SHX Text

AutoCAD SHX Text

CP302

AutoCAD SHX Text

LAWN

AutoCAD SHX Text

AutoCAD SHX Text

CP302

AutoCAD SHX Text

EXISTING ASPHALT WING WEDGE CURB

AutoCAD SHX Text

AutoCAD SHX Text

CP501

AutoCAD SHX Text

LAWN

AutoCAD SHX Text

6' CURB

AutoCAD SHX Text

6' CURB

AutoCAD SHX Text

LAWN

AutoCAD SHX Text

LAWN

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

PERSPECTIVE

AutoCAD SHX Text

EXISTING ASPHALT WING WEDGE CURB

AutoCAD SHX Text

CONC. MOUNTABLE CURB

AutoCAD SHX Text 8%

AutoCAD SHX Text 8%

AutoCAD SHX Text

MAINTENANCE ROAD

AutoCAD SHX Text

EDGE OF DRIVE

AutoCAD SHX Text

WARP CONCRETE TO PROVIDE A SMOOTH AND CONSISTENT TRANSITION

AutoCAD SHX Text

CONC. MOUNT. CURB

AutoCAD SHX Text

FINISH ROAD SURFACE

AutoCAD SHX Text

6' CURB

AutoCAD SHX Text

6' CURB

AutoCAD SHX Text

AutoCAD SHX Text

CP501

AutoCAD SHX Text

EXISTING ASPHALT WING WEDGE CURB

AutoCAD SHX Text

EXISTING ASPHALT PAVEMENT

AutoCAD SHX Text

SECTION

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

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AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ATIONAL

AutoCAD SHX Text

EMETERY

AutoCAD SHX Text

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

AutoCAD SHX Text

SURVEYING

AutoCAD SHX Text

AutoCAD SHX Text V

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text G

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

PAVEMENT DETAILS 2

AutoCAD SHX Text

CP502

AutoCAD SHX Text

AutoCAD SHX Text

JGS

JEB

H

O

H

O

H

O H

O H

O H

O H

O H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

UP

T

T

T

MON

GLM

GLM

GLM

GLM

GLM

GLM

GLM

GLM

POST

MB

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

P

A

T

H

B-9

848.1

H E

D G

E

R

O W

GRASS & BRUSH

P A

T H

H E

D G

E

R

O W

GAS WELL

P A

T H

P A

T H

P A

T H

TREES & BRUSH

B-3

848.8

SIGN

OH

OH

SIGN

P

A

T

H

P

A

T

H

P

A

T

H

SIGN

B-94

846.1

GRASS & BRUSH

SIGN

POST

POST

POST

POST

POST

POST

B-91

844.4

SHED

B R

U S

H

B-97

845.5

B-95

842.7

B-96

842.7

B-93

857.0

B-92

858.6

W

W

W

W

W x x x x x x

W

W

W

W

W

W

W

W

W

W

W

F

M

F

M

S

T

S T

S

T

S

T

S

T

XXX

X X

X

XXX

X X

X

XXX

XXX

A C

C E

R

A

D

H E

D G

E

R

O W

TREES & BRUSH

D

I

T

C

H

MON

TREES & BRUSH

TREES & BRUSH

TREES &

BRUSH

TREES & BRUSH

TREES & BRUSH

TREES & BRUSH

TREES & BRUSH

X X

X

X X

X

XXX

X X

X

XXX

X X

X X

X X

X X

X

XXX

XXX

X X

X

XXX

XXX

X X

X

X X

X

X X

X

XXX

AREA 5

AREA 2

AREA 3 AREA 4

AREA 6

AREA 7

BID OPTION 2

BID OPTION 6

S a 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 S

O v e r a l l

S i t e

L a y o u t

P l a n 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

LEGEND

NOTES:

GRAVESITE YIELD SUMMARY

GRAVESITE YIELD BY

SECTION (BASE BID)

AutoCAD SHX Text

NM 8325 EMPIRE TELE CORP 060701J 38-1

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

WV

AutoCAD SHX Text M

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

24"HDPE

AutoCAD SHX Text

DITCH

AutoCAD SHX Text

EXISTING POW/MIA FLAG

AutoCAD SHX Text

ALLEGHANY ROAD

AutoCAD SHX Text

INDIAN FALLS ROAD

AutoCAD SHX Text

GABBEY ROAD

AutoCAD SHX Text

NYS THRUWAY I-90

AutoCAD SHX Text

SEC 1

AutoCAD SHX Text

SEC 2

AutoCAD SHX Text

SEC 9

AutoCAD SHX Text

EXISTING PIC/ADMIN BLDG.

AutoCAD SHX Text

EXISTING US FLAG/ ASSEMBLY AREA

AutoCAD SHX Text

EXISTING WOODS

AutoCAD SHX Text

INDIAN FALLS CEMETERY (OWNED BY OTHERS)

AutoCAD SHX Text

EXISTING CEMETERY PUBLIC ENTRANCE

AutoCAD SHX Text

SEC 10

AutoCAD SHX Text

EXISTING COMMITTAL SERVICE SHELTER NO. 1

AutoCAD SHX Text

CARILLON TOWER (N.I.C.)

AutoCAD SHX Text

IN-GROUND CREMAIN SECTION (IC)

AutoCAD SHX Text

EXISTING STORMWATER MANAGEMENT

AutoCAD SHX Text

EXISTING STORMWATER WETLAND

AutoCAD SHX Text

(SEE SHEET CS105)

AutoCAD SHX Text

(SEE SHEET CS102)

AutoCAD SHX Text

(SEE SHEET CS103)

AutoCAD SHX Text

(SEE SHEET CS104)

AutoCAD SHX Text

(SEE SHEET CS106)

AutoCAD SHX Text

(SEE SHEET CS107)

AutoCAD SHX Text

EXISTING IRRIGATION PUMP HOUSE

AutoCAD SHX Text

APPROXIMATE ARCHAEOLOGICAL AREA, TYP.

AutoCAD SHX Text

ALLEGHANY ROAD / N.Y.S. RTE. 77

AutoCAD SHX Text

11 IC

AutoCAD SHX Text

SECONDARY CONSTRUCTION ENTRANCE

AutoCAD SHX Text

SEC 3

AutoCAD SHX Text

PRIMARY CONSTRUCTION ENTRANCE

AutoCAD SHX Text

17 IC

AutoCAD SHX Text

16 IC

AutoCAD SHX Text

"BIVOUAC OF THE DEAD" MONUMENT

AutoCAD SHX Text

AutoCAD SHX Text

CI542

AutoCAD SHX Text

IN-GROUND CREMAIN SECTIONS (IC)

AutoCAD SHX Text

COLUMBARIUM A, MEMORIAL WALL, AND OSSUARY

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

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AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ATIONAL

AutoCAD SHX Text

EMETERY

AutoCAD SHX Text

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

AutoCAD SHX Text

SURVEYING

AutoCAD SHX Text

AutoCAD SHX Text V

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text G

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

OVERALL SITE LAYOUT PLAN

AutoCAD SHX Text

CS100

AutoCAD SHX Text

AutoCAD SHX Text

JGS

AutoCAD SHX Text

JDB

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = 200 feet

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

PRE-PLACED CRYPTS

AutoCAD SHX Text

PPC

AutoCAD SHX Text

IN-GROUND CREMAINS

AutoCAD SHX Text

IC

AutoCAD SHX Text

MEMORIAL WALL MARKERS

AutoCAD SHX Text

MW

AutoCAD SHX Text

ABBREVIATIONS:

AutoCAD SHX Text

COLUMBARIUM NICHES

AutoCAD SHX Text

CN

AutoCAD SHX Text

BURIAL SECTION NUMBER

AutoCAD SHX Text

AutoCAD SHX Text

WETLAND BOUNDARY

AutoCAD SHX Text

WETLAND ADJACENT AREA BOUNDARY

AutoCAD SHX Text

CONSTRUCTION LIMIT LINE

AutoCAD SHX Text

APPROXIMATE ARCHAEOLOGICAL AREA

AutoCAD SHX Text

1. AREAS 2-7 REPRESENT SHEET COVERAGE AREAS 2-7 REPRESENT SHEET COVERAGE AREAS AS IDENTIFIED WITHIN THE PROJECT WORK AREAS IDENTIFIED AS AREA A AND AREA B.

AutoCAD SHX Text

PHASE

AutoCAD SHX Text

IC

AutoCAD SHX Text

CN

AutoCAD SHX Text

IB (BASE BID)

AutoCAD SHX Text 2,642

AutoCAD SHX Text 3,972

AutoCAD SHX Text 6,614

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SEC.

AutoCAD SHX Text

YIELD

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

775 IC

AutoCAD SHX Text

939 IC

AutoCAD SHX Text

928 IC

AutoCAD SHX Text

AutoCAD SHX Text

3,972 CN

AutoCAD SHX Text A

AutoCAD SHX Text

300 MW

AutoCAD SHX Text

MW

AutoCAD SHX Text

EXISTING BURIAL SECTION

SEC

4" GAS MAIN

GLM

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 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 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

X

X

X

X

X

X

X

X

XXX

XXX

X X

X X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X X

X

XXXXXXXXX

X X

X X

X X

X

X

X

END OF FORMER U.S.

GYPSUM GAS LINE

(ABANDONED IN PLACE)

CI542

CP501

CP501

CP501

S a 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 S

S i t e

L a y o u t

P l a n 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

LEGEND

Scale: 1"=10'-0"

BIVOUAC OF THE DEAD SITE PLAN ENLARGEMENT

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INDIAN FALLS CEMETERY (OWNED BY OTHERS)

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CONSTRUCTION LIMIT LINE, TYP.

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APPROXIMATE ARCHAEOLOGICAL AREA, TYP.

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FORMER U.S. GYPSUM GAS LINE (ABANDONED-IN-PLACE)

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PROPERTY LINE

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INDIAN FALLS ROAD

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EXISTING CEMETERY MAINTENANCE AREA

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EXISTING PUBLIC CEMETERY ENTRANCE. NO CONSTRUCTION VEHICLE ACCESS.

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CONSTRUCTION ENTRANCE

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EXISTING PHASE 1A CONTRACTOR TRAILER AND YARD

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EXISTING PIC/ADMINISTRATION BUILDING

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"BIVOUAC OF THE DEAD" MONUMENT

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CONTROL JOINT

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EXPANSION JOINT, TYP.

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LIGHT-DUTY CONCRETE PAVEMENT

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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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SITE LAYOUT PLAN AREA 2

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CS102

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JGS

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JDB

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GRAPHIC SCALE

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NORTH

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MATCHLINE SEE SITE LAYOUT PLAN AREA 4 SHEET - CS104

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MATCHLINE SEE SITE LAYOUT PLAN AREA 4 SHEET - CS104

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NORTH

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KEY PLAN (N.T.S.)

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LIGHT-DUTY CONCRETE PAVING

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LIGHT-DUTY ASPHALT PAVING

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CHAIN LINK FENCE

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GRAVEL PAVING

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PROPERTY LINE

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CONSTRUCTION LIMIT LINE

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APPROXIMATE ARCHAEOLOGICAL AREA

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CONTROL JOINT (CONC. PAVING)

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EXPANSION JOINT (CONC. PAVING)

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LAYOUT LINE

AutoCAD SHX Text LAYOUT NOTES: : 1. FOR ROADWAY GEOMETRY, REFER TO THE FOR ROADWAY GEOMETRY, REFER TO THE CP SERIES OF DRAWINGS. 2. THESE PLANS DO NOT REFLECT THESE PLANS DO NOT REFLECT POTENTIAL BID OPTION CONDITIONS. 3. COORDINATE INFORMATION SHOWN IS COORDINATE INFORMATION SHOWN IS BASED ON GRID COORDINATE SYSTEM (IN U.S. FEET); SEE EXISTING CONDITIONS DRAWINGS FOR BENCHMARK INFORMATION. 4. LAYOUT LINES INDICATED ARE PARALLEL LAYOUT LINES INDICATED ARE PARALLEL OR PERPENDICULAR UNLESS SHOWN OTHERWISE.

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NORTH

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AutoCAD SHX Text 1 inch = 10 feet

NOTE: : 1. SEE CG102 FOR GRADING PLAN SEE CG102 FOR GRADING PLAN ENLARGEMENT.

081_936CM2002CP408
082_936CM2002CP409
083_936CM2002CP410
084_936CM2002CP411
085_936CM2002CP412
086_936CM2002CP413
087_936CM2002CP414
090_936CM2002CP501_30x42
091_936CM2002CP502_30x42
093_936CM2002CS100_30x42
095_936CM2002CS102_30x42

File details come from the government source that posted it. Updated .