936CM2002-WNY-NAT-CEM-PH1B_BID-DWG_230-281.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 is soliciting bids to develop approximately 30 additional acres into 9,942 new gravesites and supporting facilities. This second phase of construction will provide 10 more years of burial capacity and is critical to continuing service for veterans in the region. Bids are due by the closing date of May 25, 2022. The selected contractor will be responsible for constructing the new burial sections, roads, and other infrastructure to fully develop the additional land area. The Department of Veterans Affairs Office of Construction and Facilities Management will oversee the project intended to honor our nation's veterans for years to come.

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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: 3"=1'-0"

OSSUARY LID DETAILS

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LOCK ACCESS HOLE

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CAST STAR EMBLEM; RAISE ABOVE SURFACE OF OSSUARY LID

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TAMPERPROOF FASTENER, TYP.

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ELEVATION

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PLAN

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NOTE: ADJUST DIMENSIONS AS NECESSARY TO COORD WITH "TORX" TAMPERPROOF SCREWS

AutoCAD SHX Text 1/4" THICK (MIN) CAST BRONZE FLANGE; SECURE TO STONE "TABLE" WITH COUNTERSUNK ANCHORAGE

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FILL VOID WITH SEALANT

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SEAL VOIDS, TYP.

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COORD DIAMETER OF CAST BRONZE HOUSING FOR SNUG FIT WITH PVC PIPE BELOW

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6" BLACK SCHED 40 PVC PIPE

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CAST BRONZE LID

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RUBBER GASKET AT PERM

AutoCAD SHX Text 3/8" CAST BRONZE HINGE WINGS W/ HVY DUTY TAMPERPROOF HINGE, PINS, SUITABLE FOR LOAD OF LID; RESTRICT SWING TO 115 DEGREES

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GRANITE TO BE LEVEL BELOW RECEPTACLE

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RUBBER GASKET @ PERIMETER

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CAST BRONZE HOUSING

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STONE "TABLE"

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THREADED STUDS; EPOXY INTO STONE

AutoCAD SHX Text STAINLESS STEEL TAMPERPROOF CAM-LOCK W/COMPRESSION LATCH SUITABLE FOR EXTERIOR USE; PROVIDE WEATHER-PROOF RUBBER PLUG AND 10 SPARE RUBBER PLUGS

AutoCAD SHX Text LOCK ACCESS HOLE; MIN. DIA AS REQ'D FOR LOCK DEPTH AS NECESSARY TO ALLOW KEY OPERATION

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FLANGE GASKET

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18" DIA DRAINAGE HOLE

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RUBBER GASKET @ PERM

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LATCH SLOT; LOCATE AS REQ'D FOR "TORX" TAMPERPROOF SCREWS

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HAND HOLE GRIP

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SECTION

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TOP OF PIER (857.43)

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SEATWALL BEYOND

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FINISH GRADE BEYOND

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FINISH GRADE 2 855.57

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TOP OF FOUNDATION 855.61

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FINISH GRADE 1 855.57

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REINFORCED CONCRETE CORE

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REINFORCED CONCRETE FOUNDATION

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REINFORCED CONCRETE FOUNDATION (SEE STRUCTURAL DRAWINGS), TYP.

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REINFORCED CONCRETE FOOTING (SEE STRUCTURAL DRAWINGS),TYP.

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FOOTING DRAIN. DAYLIGHT OR CONNECT TO STORMWATER SEWER, TYP.

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COMPACTED SELECT GRANULAR FILL

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BOTTOM OF FOOTING (851.57)

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3/8" MORTAR JOINT; MORTAR SOLID, TYP.

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MORTAR SOLID TO 2" ABOVE FOUNDATION AND AT BACK/OPEN SIDE OF PIER, TYP.

AutoCAD SHX Text S.S. MASONRY ANCHORS, HORIZ. 16" O.C. MAX. SPACING, VERT. 12" O.C. MAX SPACING, TYP.

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TUBE ROPE WEEP, W/ S.S. SCREEN, 24" MAX. SPACING, 2" ABOVE FOUNDATION

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DIMPLED DRAINAGE BOARD ON ALL FOUNDATIONS, TYP.

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DRAINAGE STONE WRAPPED IN FILTER FABRIC

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FINISH GRADE 1 VARIES (855.62-855.70)

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TOP OF FOUNDATION 855.70

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REINFORCED CONCRETE FOOTING (SEE STRUCTURAL DRAWINGS),TYP.

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FOOTING DRAIN. DAYLIGHT OR CONNECT TO STORMWATER SEWER, TYP.

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COMPACTED SELECT GRANULAR FILL

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REINFORCED CONCRETE FOUNDATION

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REINFORCED CONCRETE FOUNDATION (SEE STRUCTURAL DRAWINGS), TYP.

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PIER BEYOND

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FINISH GRADE 2 855.57

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TOP OF WALL 856.90

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BOTTOM OF FOOTING (851.57)

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MORTAR SOLID TO 2" ABOVE FOUNDATION AND AT BACK/OPEN SIDE OF PIER, TYP.

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TUBE ROPE WEEP, W/ S.S. SCREEN, 24" MAX. SPACING, 2" ABOVE FOUNDATION

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DIMPLED DRAINAGE BOARD ON ALL FOUNDATIONS, TYP.

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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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CI751

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JGS

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JDB

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OSSUARY DETAILS 2

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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: 1"=1'-0"

OSSUARY ELEVATION - REAR

Scale: NTS

OSSUARY BASE STONE TYPE A

Scale: NTS

OSSUARY BASE STONE TYPE B

Scale: NTS

OSSUARY STONE PANEL TYPE A

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Scale: NTS

OSSUARY STONE PANEL TYPE B

Scale: NTS

OSSUARY STONE PANEL TYPE D

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CURVED WHITE MARBLE OSSUARY CAP. MARBLE TO MATCH MEMORIAL WALL MARKERS

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CUSTOM CAST ALUMINUM OSSUARY LID W/ LOCK POWDER COAT BRONZE FINISH

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CURVED EXPOSED CONCRETE CORE

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CHAMPLAIN LIMESTONE CAP FLEURI FACE SANDBLAST FINISH, TYP.

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4'-7 3/16" FACE OF FOUNDATION

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4'-7 3/16" FACE OF FOUNDATION

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POINT OF CURVATURE

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POINT OF CURVATURE

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POINT OF CURVATURE

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POINT OF CURVATURE

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CHAMPLAIN LIMESTONE CAP VEIN FACE SANDBLAST FINISH, TYP.

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CI750

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LAYOUT LINE

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CI750

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TOP OF OSSUARY 857.99

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TOP OF PIER 857.43

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TOP OF SEATWALL 856.90

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FINISH GRADE 855.57

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TOP OF FOUNDATION 855.61

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CI751

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CI751

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FINISH GRADE 855.57

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FINISH GRADE 855.70

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FINISH GRADE 855.70

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FINISH GRADE 855.66

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FINISH GRADE 855.62

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FINISH GRADE 855.57

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TOP OF FOUNDATION 855.70

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CI751

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CUT STONE PANEL FLEURI FACE SANDBLAST FINISH, TYP.

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CHAMPLAIN LIMESTONE CAP FLEURI FACE SANDBLAST FINISH, TYP.

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EXPOSED CONC. CORE (SEATWALL)

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EXPOSED CONC. CORE (SEATWALL)

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EXPOSED CONC. CORE (PIER)

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EXPOSED CONC. CORE (PIER)

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INDIAN FIELDS STONE VENEER, TYP.

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3/8" VERTICAL EXPANSION JOINT

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3/8" VERTICAL EXPANSION JOINT

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SHELF 856.90

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SHELF 856.90

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ELEVATION A2

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ROCK FACE FINISH

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THERMAL FINISH

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SAWN FINISH

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ROCK FACE FINISH

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ELEVATION A1

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SECTION A

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ROCK FACE FINISH

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SAWN FINISH

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HEARTWOOD BLUESTONE

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PLAN A

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SAWN BLANK EDGE, TYP.

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PLAN B

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ROCK FACE FINISH

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ELEVATION A

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CHAMPLAIN LIMESTONE PANEL, FLEURI FACE, SANDBLAST FINISH, TYP.

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SECTION 1

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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

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

CI752

AutoCAD SHX Text

AutoCAD SHX Text

JGS

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JDB

OSSUARY DETAILS 3

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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

OSSUARY WALL CAP PLAN

Scale: 1 1/2"=1'-0"

OSSUARY CAP TYPE 1

Scale: 1 1/2" = 1'-0"

OSSUARY CAP SECTION 1

Scale: 1 1/2" = 1'-0"

OSSUARY CAP SECTION 2

Scale: 1 1/2"=1'-0"

OSSUARY CAP TYPE 2

Scale: 1 1/2"=1'-0"

OSSUARY CAP TYPE 3

Scale: 1 1/2"=1'-0"

OSSUARY CAP TYPE 4

Scale: 1 1/2"=1'-0"

OSSUARY CAP TYPE 5

Scale: 1 1/2"=1'-0"

OSSUARY CAP TYPE 6

Scale: 1 1/2"=1'-0"

OSSUARY CAP TYPE 7

Scale: 1 1/2" = 1'-0"

OSSUARY CAP SECTION 3

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CAP TYPE 1

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CAP TYPE 1

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CAP TYPE 2

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CAP TYPE 5

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CAP TYPE 3

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CAP TYPE 6

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CAP TYPE 7

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WASH

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CENTER LINE OF CONTINUOUS DRIP SLOT UNDERSIDE OF CAP

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ARRIS LINE

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CHAMPLAIN LIMESTONE CAP, TYP.

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CI753

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WASH

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WASH

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CENTER LINE OF CONTINUOUS DRIP SLOT UNDERSIDE OF CAP

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ARRIS LINE

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CHAMPLAIN LIMESTONE CAP, TYP.

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CI753

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WASH

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CENTER LINE OF CONTINUOUS DRIP SLOT UNDERSIDE OF CAP

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ARRIS LINE

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CHAMPLAIN LIMESTONE CAP, TYP.

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CI753

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WASH

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CENTER LINE OF CONTINUOUS DRIP SLOT UNDERSIDE OF CAP

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ARRIS LINE

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CHAMPLAIN LIMESTONE CAP, TYP.

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CI753

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WASH

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WASH

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CENTER LINE OF CONTINUOUS DRIP SLOT UNDERSIDE OF CAP

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ARRIS LINE

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CHAMPLAIN LIMESTONE CAP, TYP.

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CI753

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WASH

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WASH

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CENTER LINE OF CONTINUOUS DRIP SLOT UNDERSIDE OF CAP

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ARRIS LINE

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CHAMPLAIN LIMESTONE CAP, TYP.

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CI753

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WASH

STONE CAP FLEURI FACE SAND BLAST FINISH

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STONE CAP VEIN FACE SAND BLAST FINISH

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STONE CAP FLEURI FACE SAND BLAST FINISH ON FACE EXPOSED TO VIEW (OVERHANG)

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ARRIS LINE

AutoCAD SHX Text CENTERLINE OF CONTINUOUS DRIP SLOT, STRAIGHT AND CONSISTENT IN DEPTH AND WIDTH, TYP.

NOTE: : CAP PIECES THAT DO NOT MEET THESE REQUIREMENTS WILL BE REJECTED.

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STONE CAP FLEURI FACE SAND BLAST FINISH

STONE CAP FLEURI FACE SAND BLAST FINISH ON FACE EXPOSED TO VIEW (OVERHANG)

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STONE CAP VEIN FACE SAND BLAST FINISH

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ARRIS LINE

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NOTE: : CAP PIECES THAT DO NOT MEET THESE REQUIREMENTS WILL BE REJECTED.

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CENTER LINE OF CONTINUOUS DRIP SLOT UNDERSIDE OF CAP

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SEALED OLYMPIAN DANBY WHITE MARBLE TO MATCH MEMORIAL WALL MARKERS, SEE SPECS.

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CI763

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SAWN BLANK EDGE, TYP.

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* PITCH TOP OF CAP 1/4" PER FOOT ON A BEARING FROM EDGE OF OPENING TO BACK CORNERS (LONGEST DISTANCE); MAINTAIN RESULTING FACE THICKNESS AROUND CAP AS INDICATED IN DETAIL 11 THIS DRAWING

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PITCH VARIES, SEE NOTE

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WHITE MARBLE CAP HONED FINISH

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DIAMETER AND DEPTH OF OPENINGS IS TO ACCOMMODATE ADJUSTABLE BRASS CLEANOUT AND PVC PIPE. +1/4" O.D.

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ATIONAL

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EMETERY

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DMINISTRATION

AutoCAD SHX Text A

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AutoCAD SHX Text N

AutoCAD SHX Text

WESTERN NEW YORK NATIONAL CEMETERY PHASE 1B DEVELOPMENT

AutoCAD SHX Text Revisions:

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VA FORM 08-6231, OCT 1978

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CONSULTANTS:

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GENESEE COUNTY, NEW YORK

AutoCAD SHX Text Project Title

AutoCAD SHX Text Location

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawn

AutoCAD SHX Text

936CM2002

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AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Date

AutoCAD SHX Text 02-08-21

AutoCAD SHX Text Dwg

AutoCAD SHX Text of

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BID DOCUMENTS

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ARCHITECT/ENGINEER:

AutoCAD SHX Text Office of Construction and Facilities Management

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TRAFFIC/GEOTECHNICAL

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ARCHITECTURAL/MEP&T*

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STRUCTURAL

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IRRIGATION

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SURVEYING

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AutoCAD SHX Text 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

CI753

AutoCAD SHX Text

AutoCAD SHX Text

JGS

AutoCAD SHX Text

JDB

OSSUARY DETAILS 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

Scale: 1/4" = 1'-0"

CEMETERY I.D. FEATURE AT INTERSTATE 90 - FRONT ELEVATION

Scale: 1" = 1'-0"

BLOCK DETAILS

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

NOM. 130'-3" MIN. ARC LENGTH

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NOM. 130'-3" MIN. ARC LENGTH

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NOM. 130'-3" MIN. ARC LENGTH

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NOM. 130'-3" MIN. ARC LENGTH

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NOM. 130'-3" MIN. ARC LENGTH

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NOM. 130'-3" MIN. ARC LENGTH

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5 MAX.

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NOM. 117'-0"

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NOM. 117'-0"

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BOTTOM OF FOOTING (842.00)

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TOP OF FOOTING (841.50)

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FINISH GRADE BACK OF WALL (851.50)

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TOP OF WALL (855.50)

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CI781

AutoCAD SHX Text 20'-6"

AutoCAD SHX Text 20'-6"

AutoCAD SHX Text 18'-4"

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AutoCAD SHX Text 9'-3"

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AutoCAD SHX Text 11'-10"

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AutoCAD SHX Text 21'-1"

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FINISH GRADE FACE OF WALL (850.80)

AutoCAD SHX Text 87'-0"

AutoCAD SHX Text 87'-0"

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FINISH GRADE BACK OF WALL (850.20)

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FINISH GRADE FACE OF WALL (850.00)

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5 MAX.

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BLOCK A, TYP.

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BLOCK B, TYP.

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BLOCK C, TYP.

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BLOCK D, TYP.

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BLOCK E, TYP.

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FINISH GRADE BACK OF WALL (853.75)

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36" HT. CUT ALUMINUM LETTERS

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FINISH GRADE FACE OF WALL (847.00)

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FINISH GRADE FACE OF WALL (846.25)

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FINISH GRADE FACE OF WALL (847.00)

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BOTTOM OF LETTERS (851.00)

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EXISTING GRADE

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HAND DRESSED VERTICAL FACE, TYP.

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REINFORCED CONCRETE FOUNDATION AND FOOTING

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TOP OF FOUNDATION (846.46)

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WESTERN

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NEW

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YORK

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NATIONAL

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CEMETERY

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START OF STEM WALL

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END OF STEM WALL

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MIDPOINT OF TOP OF WALL

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PLAN A OR C

AutoCAD SHX Text HAND DRESS EDGES AS REQUIRED TO ALIGN WITH ADJACENT STONES. NO SAWN EDGES VISIBLE ABOVE FINISH GRADE OR BETWEEN JOINTS

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SAWN FACE

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VARIES

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VARIES

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SAWN FACE

AutoCAD SHX Text A,C

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VARIES

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VARIES

AutoCAD SHX Text HAND DRESS EDGES AS REQUIRED TO ALIGN WITH ADJACENT STONES. NO SAWN EDGES VISIBLE ABOVE FINISH GRADE OR BETWEEN JOINTS

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SAWN FACE

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SAWN FACE

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PLAN B OR D

AutoCAD SHX Text B,D

AutoCAD SHX Text HAND DRESS EDGES AS REQUIRED TO ALIGN WITH ADJACENT STONES. NO SAWN EDGES VISIBLE ABOVE FINISH GRADE OR BETWEEN JOINTS

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SAWN FACE

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SAWN FACE

AutoCAD SHX Text 3'-0"

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PLAN E

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SAWN FACE

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SAWN FACE

AutoCAD SHX Text HAND DRESS EDGES AS REQUIRED TO ALIGN WITH ADJACENT STONES. NO SAWN EDGES VISIBLE ABOVE FINISH GRADE OR BETWEEN JOINTS

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ELEVATION E

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SAWN FACE

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SAWN FACE

AutoCAD SHX Text HAND DRESS EDGES AS REQUIRED TO ALIGN WITH ADJACENT STONES. NO SAWN EDGES VISIBLE ABOVE FINISH GRADE OR BETWEEN JOINTS

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ELEVATION B

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SAWN FACE

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SAWN FACE

AutoCAD SHX Text HAND DRESS EDGES AS REQUIRED TO ALIGN WITH ADJACENT STONES. NO SAWN EDGES VISIBLE ABOVE FINISH GRADE OR BETWEEN JOINTS

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ELEVATION A

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SAWN FACE

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SAWN FACE

AutoCAD SHX Text HAND DRESS EDGES AS REQUIRED TO ALIGN WITH ADJACENT STONES. NO SAWN EDGES VISIBLE ABOVE FINISH GRADE OR BETWEEN JOINTS

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ELEVATION C

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SAWN FACE

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SAWN FACE

AutoCAD SHX Text HAND DRESS EDGES AS REQUIRED TO ALIGN WITH ADJACENT STONES. NO SAWN EDGES VISIBLE ABOVE FINISH GRADE OR BETWEEN JOINTS

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ELEVATION D

AutoCAD SHX Text B

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ATIONAL

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EMETERY

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DMINISTRATION

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AutoCAD SHX Text N

AutoCAD SHX Text

WESTERN NEW YORK NATIONAL CEMETERY PHASE 1B DEVELOPMENT

AutoCAD SHX Text Revisions:

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VA FORM 08-6231, OCT 1978

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CONSULTANTS:

AutoCAD SHX Text Drawing Title

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

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936CM2002

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Date

AutoCAD SHX Text 02-08-21

AutoCAD SHX Text Dwg

AutoCAD SHX Text of

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BID DOCUMENTS

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ARCHITECT/ENGINEER:

AutoCAD SHX Text Office of Construction and Facilities Management

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TRAFFIC/GEOTECHNICAL

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ARCHITECTURAL/MEP&T*

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STRUCTURAL

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IRRIGATION

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SURVEYING

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AutoCAD SHX Text 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

BID OPTION CEMETERY I.D. FEATURE AT I-90 ELEVATIONS

AutoCAD SHX Text

CI780

AutoCAD SHX Text

AutoCAD SHX Text

JGS

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JDB

AutoCAD SHX Text NOTES: 1. STONE COURSES TO BE SET LEVEL HORIZONTALLY. 2. CONCRETE STEM WALL TO STEP WITH CONCRETE STEM WALL TO STEP WITH STONE BLOCKS. 3. DIMENSIONS SHOWN IN ELEVATION ARE DIMENSIONS SHOWN IN ELEVATION ARE ALONG FACE OF WALL UNLESS NOTED OTHERWISE. 4. SEE SPECIFICATIONS FOR STONE SEE SPECIFICATIONS FOR STONE REQUIREMENTS. STONE SHALL BE INDIANA LIMESTONE, COLOR: GRAY, FINISH: ROCK FACE. FOLLOWING INSTALLATION, ALL EXPOSED FACES SHALL BE SANDBLASTED, CLEANED, AND SEALED WITH SILICONE RUBBERIZED SEALANT (MIN. 20-YEAR WARRANTY) PRIOR TO BACKFILLING.

NOTE: ALL DETAILS INCLUDED ON THIS DRAWING ARE ARE PART OF BID OPTION NO. 6; REFER TO GC101 FOR COMPLETE DESCRIPTION OF BID OPTION t

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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: 1" = 1'-0"

CEMETERY I.D. FEATURE AT INTERSTATE 90 - SECTION

AutoCAD SHX Text

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COMPACTED SELECT GRANULAR FILL, TYP.

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COMPACTED SUBGRADE SEE SPECIFICATIONS

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COMPACTED GRANULAR FILL, TYP.

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COMPACTED SUBBASE TYPE 2 NYSDOT ITEM 304.12

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FINISHED GRADE

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4" MIN. TOPSOIL, TYP.

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COMPACTED DRAINAGE STONE WRAPPED IN FILTER FABRIC, SEE SPECS.

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WRAP STONE IN FILTER FABRIC, TYP.

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2% MIN.

AutoCAD SHX Text NOM. 18" OR 36" HT., CUT STONES VERTICALLY AND HORIZONTALLY TO FIT WALL LAYOUT, STONES TO BE SET LEVEL. MIN. JOINT 1/2", MAX. JOINT 3/4", TYP.

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COMPACTED GRANULAR FILL

AutoCAD SHX Text FACE STONES (BLOCK TYPES A - E) MODIFY STONES AS REQUIRED TO MAINTAIN LEVEL COURSING, TYP.

AutoCAD SHX Text 36" HT. , 1" THICK CAST ALUMINUM SIGN LETTERS W/ DURANODIC INTEGRAL COLOR FINISH; OPTIMA BOLD FONT, TYP. COLOR TO BE CHOSEN DURING SUBMITTAL REVIEW PROCESS

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1" DIA. ALUMINUM ROD WELDED TO LETTER, EPOXY IN PLACE. MIN. 4 RODS PER LETTER

AutoCAD SHX Text 1 1/2" DIA. ANCHORING HOLE ENSURE RODS MAINTAIN MIN. 3" CLEAR FROM EDGES OF STONES. MIN. 4 RODS PER LETTER. HAND DRESS FACE OF STONES AS NECESSARY TO INSTALL LETTERS PLUMB.

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EXISTING GRADE VARIES (±843.50)

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2% MIN.

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COMPACTED SELECT GRANULAR FILL

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REINFORCED LIGHT DUTY CONC. PVMNT.

AutoCAD SHX Text NOTE: : 1. CONTRACTOR TO PROVIDE A 12' TO CONTRACTOR TO PROVIDE A 12' TO 22' MOCK-UP IN PLACE OF WALL TO ESTABLISH THE MINIMUM LEVEL OF ACCEPTANCE. APPROVED MOCK-UP REQUIRED PRIOR TO CONSTRUCTION OF ENTIRE WALL. MOCK UP TO INCLUDE INSTALLED LETTERS. CONTRACTOR IS TO PROVIDE A MOUNTING PATTERN OF THE LETTERS, ROD, AND STONES TO DEMONSTRATE RODS DO NOT OCCUR WITHIN 3" OF STONE EDGES. 2. VERTICAL CONCRETE JOINTS IN VERTICAL CONCRETE JOINTS IN CONCRETE STEM WALL AND FOUNDATION 15' MAX. SPACING. SEE STRUCTURAL DRAWINGS FOR JOINT DETAIL.

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BOTTOM OF FOOTING (842.00)

AutoCAD SHX Text 6" PERFORATED HDPE DRAINAGE PIPE DAYLIGHT OR CONNECT TO STORM DRAINAGE SYSTEM TO DRAIN, TYP.

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TOP OF WALL 855.50

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BOTTOM OF LETTERS 851.00

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FINISH GRADE VARIES (853.75 - 850.20)

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FINISH GRADE VARIES (850.80-846.25)

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TOP OF FOUNDATION (846.46)

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BOTTOM OF SUBBASE (841.00)

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LAYOUT ARC

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REINFORCED CONCRETE FOOTING AND FOUNDATION SEE STRUCTURAL DRAWINGS, TYP.

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REMOVE EXISTING TOPSOIL IN ENTIRETY, TYP.

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EXISTING GRADE, TYP.

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APPLY WATER PROOF MEMBRANE BELOW GRADE ON FOUNDATION & FOOTING, TYP.

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REINFORCED CONCRETE STEM WALL. SEE STRUCTURAL DRAWINGS.

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3/8" WASHED ROUNDED RIVER STONE, SEE SPECS.

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1" DIMPLED DRAINAGE BOARD

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TOP OF STEM WALL 854.00

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TOP OF FOOTING (843.50)

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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

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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. FEATURE AT I-90 SECTION

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CI781

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JGS

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JDB

NOTE: ALL DETAILS INCLUDED ON THIS DRAWING ARE ARE PART OF BID OPTION NO. 6; REFER TO GC101 FOR COMPLETE DESCRIPTION OF BID OPTION t

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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: 1/2"=1'

CEMETERY I.D. FEATURE AT INDIAN FALLS ROAD/ALLEGHANY ROAD CORNER - FRONT ELEVATION

Scale: 1/2"=1'

CEMETERY I.D. FEATURE AT INDIAN FALLS ROAD/ALLEGHANY ROAD CORNER - REAR ELEVATION

AutoCAD SHX Text 12" HT. (1" DEPTH) CAST ALUMINUM LETTERS FINISH AS SPECIFIED. CUSTOM COLOR TO BE DETERMINED DURING SUBMITTAL REVIEW PROCESS.. OPTIMA BOLD FONT..

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CUT INDIANA LIMESTONE CAP, COLOR BUFF FINISH SMOOTH, SEE CAP PLAN, TYP.

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INDIAN FIELDS STONE VENEER, TYP.

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BID OPTION PERIMETER FENCING, TYP.

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FINISH GRADE

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BID OPTION PERIMETER FENCING, TYP.

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20'-2 " ARC LENGTH 78" ARC LENGTH

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20'-2 " ARC LENGTH 78" ARC LENGTH

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20'-2 " ARC LENGTH 78" ARC LENGTH

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20'-2 " ARC LENGTH 78" ARC LENGTH

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20'-2 " ARC LENGTH 78" ARC LENGTH

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3/8" VERT. EXPANSION JOINT W/ BACKERROD AND SEALANT

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3/8" VERT. EXPANSION JOINT W/ BACKERROD AND SEALANT

AutoCAD SHX Text 11'-11 "12"

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POINT OF DEFLECTION

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POINT OF DEFLECTION

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POINT OF DEFLECTION

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POINT OF CURVATURE

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POINT OF TANGENCY

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POINT OF DEFLECTION

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WESTERN NEW YORK NATIONAL CEMETERY

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CI720

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3/8" SEALANT JOINT W/ BACKER ROD AT ALL CAP BUTT JOINTS, TYP.

AutoCAD SHX Text

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CI784

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CUT INDIANA LIMESTONE CAP, COLOR BUFF, FINISH SMOOTH, SEE CAP PLAN, TYP.

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INDIAN FIELDS STONE VENEER, TYP.

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BID OPTION PERIMETER FENCE, TYP.

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FINISH GRADE

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BID OPTION PERIMETER FENCE, TYP.

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POINT OF DEFLECTION

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AutoCAD SHX Text 11'-6 " 78"

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POINT OF DEFLECTION

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CI720

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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 Location

AutoCAD SHX Text Date

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936CM2002

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AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Date

AutoCAD SHX Text 02-08-21

AutoCAD SHX Text Dwg

AutoCAD SHX Text of

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BID DOCUMENTS

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ARCHITECT/ENGINEER:

AutoCAD SHX Text Office of Construction and Facilities Management

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TRAFFIC/GEOTECHNICAL

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ARCHITECTURAL/MEP&T*

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STRUCTURAL

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IRRIGATION

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SURVEYING

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AutoCAD SHX Text 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

BID OPTION CEMETERY I.D. FEATURE AT INDIAN FALLS ROAD ELEVATIONS

AutoCAD SHX Text

CI782

AutoCAD SHX Text

AutoCAD SHX Text

JGS

AutoCAD SHX Text

JDB

AutoCAD SHX Text NOTES: 1. DRY-LAID STONE COURSES TO BE PARALLEL TO FINISH GRADE. DRY-LAID STONE COURSES TO BE PARALLEL TO FINISH GRADE. 2. MASONRY STONE COURSES TO BE SET LEVEL HORIZONTALLY. MASONRY STONE COURSES TO BE SET LEVEL HORIZONTALLY. LEVEL HORIZONTALLY. 3. DIMENSIONS ARE FROM FACE OF FOUNDATION UNLESS NOTED DIMENSIONS ARE FROM FACE OF FOUNDATION UNLESS NOTED OTHERWISE. 4. ALL JOINTS SHALL BE CONSTRUCTED TO 1/8" TOLERANCE. ALL JOINTS SHALL BE CONSTRUCTED TO 1/8" TOLERANCE. TP: TOP OF PIER TW: TOP OF WALL TF: TOP OF FOUNDATION

NOTE: ALL DETAILS INCLUDED ON THIS DRAWING ARE ARE PART OF BID OPTION NO. 6; REFER TO GC101 FOR COMPLETE DESCRIPTION OF BID OPTION

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CI785

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CI785

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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: 1" = 1'-0"

PIER CROSS SECTION - TYPE 1

Scale: 1" = 1'-0"

WALL CROSS SECTION - TYPE 2

Scale: 1" = 1'-0"

WALL CROSS SECTION - TYPE 1

Scale: 1/2" = 1'-0"

CEMETERY I.D. FEATURE AT INDIAN FALLS ROAD - PLAN SECTION

AutoCAD SHX Text MORTAR SOLID TO 2" ABOVE F.G. AT BACK & BELOW WEEP SET ON TOP OF 2" SOLID MORTAR, TYP.

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FOUNDATION DRAIN, TYP.

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MORTAR NET, TYP.

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TUBE ROPE WEEP W/S.S. SCREEN; 24" MAX. SPACING 2" ABOVE F.G., TYP.

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FINISH GRADE

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LAYOUT LINE, TYP.

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INDIANA LIMESTONE CAP, SEE CAP PLAN, TYP.

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TOP COURSE OF STONE VENEER CUT LEVEL TO MEET TOP OF WALL ELEVATION, TYP.

AutoCAD SHX Text 1/2" x5" S.S. PINS, (2 PINSPER CAP), TYP.

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S.S. MASONRY ANCHORS, HOR. 16" O.C. MAX. SPACING VER. 16" O.C. MAX. SPACING TYP.

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1" MIN. CAVITY, TYP.

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INDIAN FIELDS STONE VENEER, TYP.; SIZE VARIES - NOM. 5" THICKNESS

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COMPACTED SUBGRADE

REINFORCED CONCRETE WALL CORE; SEE STRUCTURAL DRAWINGS FOR REINFORCING

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REINFORCED CONCRETE FOOTING & FOUNDATION (SEE STRUCTURAL DRAWINGS), TYP.

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FILTER FABRIC, TYP.

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DRAINAGE STONE, TYP.

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BOTTOM OF FOOTING 869.60

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APPLY WATER PROOF MEMBRANE BELOW GRADE ON FOUNDATION & FOOTING, TYP.

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TOP OF FOUNDATION VARIES (873.60 OR 874.66) SEE ELEVATION

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TOP OF PIER VARIES (880.33 OR 882.33) SEE ELEVATION

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CI783

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3/8" BACKER ROD & SEALANT JOINT AT CAP, TYP.

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LAYOUT LINE, TYP.

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INDIANA LIMESTONE CAP, CAP TYPE VARIES, SEE CAP PLAN, TYP.

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TOP COURSE OF STONE VENEER CUT LEVEL TO MEET TOP OF WALL ELEVATION, TYP.

AutoCAD SHX Text 1/2" x5" S.S. PINS, (2 PINS PER CAP), TYP.

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REINFORCED CONCRETE WALL CORE; SEE STRUCTURAL DRAWINGS FOR REINFORCING

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S.S. MASONRY ANCHORS, HOR. 16" O.C. MAX. SPACING VER. 16" O.C. MAX. SPACING TYP.

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1" MIN. CAVITY, TYP.

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INDIAN FIELDS STONE VENEER, TYP.; SIZE VARIES - NOM. 5" THICKNESS

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MORTAR NET, TYP.

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TUBE ROPE WEEP W/S.S. SCREEN; 24" MAX. SPACING 2" ABOVE F.G., TYP.

AutoCAD SHX Text MORTAR SOLID TO 2" ABOVE F.G. AT BACK & BELOW WEEP SET ON TOP OF 2" SOLID MORTAR, TYP.

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FINISH GRADE

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REINFORCED CONCRETE FOOTING & FOUNDATION (SEE STRUCTURAL DRAWINGS), TYP.

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FILTER FABRIC, TYP.

AutoCAD SHX Text 12" HT., 1" THICK CAST ALUMINUM SIGN LETTERS, TYP.; FIELD DRILL MOUNTING HOLES AND EPOXY IN PLACE. MODIFY STONES OR LETTERS AS REQUIRED TO ENSURE STUD LOCATIONS DO NOT OCCUR IN MORTAR JOINTS.

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TOP OF WALL 882.33

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DRAINAGE STONE, TYP.

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BOTTOM OF FOOTING 869.60

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APPLY WATER PROOF MEMBRANE BELOW GRADE ON FOUNDATION & FOOTING, TYP.

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TOP OF FOUNDATION (874.16)

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AutoCAD SHX Text

CI783

AutoCAD SHX Text

3/8" BACKER ROD & SEALANT JOINT AT CAP, TYP.

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LAYOUT LINE, TYP.

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INDIANA LIMESTONE CAP, CAP TYPE VARIES, SEE CAP PLAN, TYP.

AutoCAD SHX Text

TOP COURSE OF STONE VENEER CUT LEVEL TO MEET TOP OF WALL ELEVATION, TYP.

AutoCAD SHX Text 1/2" x5" S.S. PINS, (2 PINS PER CAP), TYP.

AutoCAD SHX Text

REINFORCED CONCRETE WALL CORE; SEE STRUCTURAL DRAWINGS FOR REINFORCING

AutoCAD SHX Text

S.S. MASONRY ANCHORS, HOR. 16" O.C. MAX. SPACING VER. 16" O.C. MAX. SPACING TYP.

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1" MIN. CAVITY, TYP.

AutoCAD SHX Text

INDIAN FIELDS STONE VENEER, TYP.; SIZE VARIES - NOM. 5" THICKNESS

AutoCAD SHX Text

MORTAR NET, TYP.

AutoCAD SHX Text

TUBE ROPE WEEP W/S.S. SCREEN; 24" MAX. SPACING 2" ABOVE F.G., TYP.

AutoCAD SHX Text MORTAR SOLID TO 2" ABOVE F.G. AT BACK & BELOW WEEP SET ON TOP OF 2" SOLID MORTAR, TYP.

AutoCAD SHX Text

FINISH GRADE, TYP.

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FOUNDATION DRAIN, TYP.

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REINFORCED CONCRETE FOOTING & FOUNDATION (SEE STRUCTURAL DRAWINGS), TYP.

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FILTER FABRIC, TYP.

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DRAINAGE STONE, TYP.

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BOTTOM OF FOOTING 869.60

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APPLY WATER PROOF MEMBRANE BELOW GRADE ON FOUNDATION & FOOTING, TYP.

AutoCAD SHX Text

TOP OF WALL VARIES (881.33-879.33)

AutoCAD SHX Text

TOP OF FOUNDATION VARIES (873.60 OR 874.16)…

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