36C10F19R0040-011.pdf
PDF 24 MB Posted
- Attached to
- WESTERN NEW YORK NATIONAL CEMETERY PHASE 1A Federal contract opportunity
- Solicitation number
- 36C10F19R0040
About this file
36C10F19R0040 C27 936PC2002_WNYNC_086-139-DWG.pdf
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 36C10F19C0015-000.docx | DOCX document | |
| 36C10F19R0040-0002002.pdf | ||
| 36C10F19R0040-0002000.docx | DOCX document | |
| 36C10F19R0040-0002001.pdf | ||
| 36C10F19R0040-014.pdf | ||
| 36C10F19R0040-012.pdf | ||
| 36C10F19R0040-009.pdf | ||
| 36C10F19R0040-003.docx | DOCX document | |
| 36C10F19R0040-007.pdf | ||
| 36C10F19R0040-006.pdf | ||
| 36C10F19R0040-002.docx | DOCX document | |
| 36C10F19R0040-013.pdf | ||
| 36C10F19R0040-008.pdf | ||
| 36C10F19R0040-010.pdf | ||
| 36C10F19R0040-004.pdf | ||
| 36C10F19R0040-017.pdf | ||
| 36C10F19R0040-018.pdf | ||
| 36C10F19R0040-019.pdf | ||
| 36C10F19R0040-016.pdf | ||
| 36C10F19R0040-005.pdf | ||
| 36C10F19R0040-015.pdf | ||
| 36C10F19R0040-020.pdf | ||
| 36C10F19R0040-001.docx | DOCX document |
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FAX (970) 226-3855
* Design Development Architecture, Mechanical, Electrical, Plumbing, and Telecommunications was performed by CannonDesign, 2170 Whitehaven Road
Grand Island, NY 14072
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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 1A 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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936PC2002
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BID DOCUMENTS
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ARCHITECT/ENGINEER:
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HIGHWAY WORK PERMIT STANDARD SHEET 9
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CP413
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R.BENNETT
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TRD
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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
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AutoCAD SHX Text 1885 State Street Schenectady, New York 12304
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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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* Design Development Architecture, Mechanical, Electrical, Plumbing, and Telecommunications was performed by CannonDesign, 2170 Whitehaven Road
Grand Island, NY 14072
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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 1A DEVELOPMENT
AutoCAD SHX Text Revisions:
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VA FORM 08-6231, OCT 1978
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CONSULTANTS:
AutoCAD SHX Text Drawing Title
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GENESEE COUNTY, NEW YORK
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AutoCAD SHX Text Location
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936PC2002
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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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HIGHWAY WORK PERMIT STANDARD SHEET 10
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CP414
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R.BENNETT
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TRD
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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 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
8600 Indian Hills Drive Omaha, NE 68114-4039 Tel. 402-391-8111
ASPHALT PAVEMENT SECTION - PARKING - TYPE D
HD ASPHALT PAVEMENT SECTION - TYPE E
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Phone (970) 229-9668 Fort Collins, Colorado 80525 4803 Innovation Drive Innovative Water Solutions
Aqua Engineering, Inc.
FAX (970) 226-3855
* Design Development Architecture, Mechanical, Electrical, Plumbing, and Telecommunications was performed by CannonDesign, 2170 Whitehaven Road Grand Island, NY 14072
3/15/19
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LIGHT-DUTY ASPHALT PAVEMENT SECTION
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HEAVY-DUTY ASPHALT PAVEMENT SECTION
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ASPHALT PAVEMENT KEY
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LIGHT-DUTY AND HEAVY-DUTY CONCRETE
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CONCRETE WALK HAUNCH
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MOUNTABLE CURB SECTION
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FLUSH CURB SECTION
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CURB TRANSITION ELEVATION
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GRAVEL PAVEMENT
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DROP CURB
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CURB TRANSITION - 'A'
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CURB TRANSITION - 'B'
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ASPHALT WING WEDGE CURB
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CONCRETE JOINTING
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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
N.I.C.
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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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COMPACTED GRANULAR FILL
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EXISTING GRADE
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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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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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3 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
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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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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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CP501
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CP501
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LAWN
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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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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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CP501
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CP501
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LAWN
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CP501
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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.
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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 100+30 - 108+00 STA 200+26 - 204+39 STA 200+26 - 204+39 STA 300+00 - 307+50 STA 300+00 - 307+50 STA 503+00 - 509+00 STA 503+00 - 509+00
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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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DMINISTRATION
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WESTERN NEW YORK NATIONAL CEMETERY PHASE 1A 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
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936PC2002
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AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Date
AutoCAD SHX Text 03-15-19
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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
PAVEMENT DETAILS 1
AutoCAD SHX Text
CP501
AutoCAD SHX Text
AutoCAD SHX Text
JGS
JEB
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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
3/15/19
Scale: NTS
CONCRETE WHEEL STOP
Scale: NTS
PAVEMENT MARKING - ACCESSIBLE PARKING SYMBOL
Scale: NTS
EDGE DRAIN
Scale: NTS
CABLE GUIDE RAIL
Scale: NTS
PIPE BOLLARD
Scale: NTS
HEADSTONE SUPPORT RAIL
Scale: NTS
FUEL STORAGE TANK PLAN
Scale: NTS
CURB TRANSITION - 'C'
N.I.C.
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.
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ADJACENT CONCRETE WALK OR TOPSOIL. SEE PLANS FOR ELEVATION AND MATERIAL
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SUBBASE COURSE
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COMPACTED SELECT GRANULAR FILL
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MOUNTABLE CONCRETE CURB
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UNDERDRAIN FILTER STONE, TYPE 1 (NYSDOT ITEM 605.0901)
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4" PERFORATED HDPE UNDERDRAIN
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CP501
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GEOTEXTILE SEPARATION FABRIC, 6" MIN., OVERLAP
AutoCAD SHX Text NOTE: UNDERDRAINS ARE TO CONNECT TO UNDERDRAINS ARE TO CONNECT TO STORM SEWER SYSTEM
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FINISHED GRADE
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STEEL PLATE
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STEEL BEAM POST
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6" TO OF CABLES
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POST
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NOTE: REFERENCE NYSDOT STANDARD SHEET 606-1 (EXTRA LONG POST)
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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.
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WASH CONCRETE TO DRAIN; PROVIDE SMOOTH UNIFORM SLOPED FINISH @ 2 INCH./FT. MIN.
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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.
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PLACE & COMPACT BACKFILL PER SPECIFICATIONS.
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EXPANSION JOINT ALL AROUND
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HEAVY-DUTY CONCRETE PAVEMENT AS INDICATED ON PLANS
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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
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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.
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W6"X9" GALVANIZED STEEL POSTS, 6' O.C.
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(2) 2X8 PRESSURE TREATED WOOD RAIL. PROVIDE BEVELED EDGES ON EXPOSED RAIL
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(4) 3/8" X 5" CARRIAGE BOLTS, (4) NUTS & (8) WASHERS, REQ'D. PER POST. ALL FASTENERS GALVANIZED.
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GALVANIZED BOLT AND WASHER
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PREPARED SUBGRADE
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AGGREGATE BASE COURSE
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UNDISTURBED SOIL
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(4) 5/8" HILTI KWIK-BOLT TZ S.S.ANCHORS W/ 4" MIN. EMBEDMENT; INSTALL PER MFR. SPEC
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SECTION
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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"
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3/4" HOLES, TYP.
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POST & BASE PLATE
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H.D. CONC. PVMT.
LAYOUT LINE
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LAYOUT LINE
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PIPE BOLLARD, TYP.
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ALIGN W/EDGE
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ALIGN
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LIGHT POLE AND BASE, SEE SITE ELECTRICAL DRAWINGS
AutoCAD SHX Text 3'-0"
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REINFORCED EXTENDED CONCRETE FUEL TANK SLAB
AutoCAD SHX Text 500 GAL. GASOLINE / 500 GAL. DIESEL FUEL TANK WITH PUMPS, TOTALIZERS, AND FUEL MANAGEMENT SYSTEM. SEE SPECIFICATIONS.
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CHAIN-LINK FENCE
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EDGE OF PAVEMENT
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CP501
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CP502
ELECTRICAL CONDUIT BELOW GRADE SEE SITE ELECTRICAL PLANS
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TELECOMMUNICATIONS CONDUIT BELOW GRADE SEE PLANS
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ALIGN W/JNT.
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GALVANIZED STEEL STEPS AND HANDRAILS
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GAS
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DIESEL
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CONCRETE PAVEMENT
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CP501
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CP501
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CP501
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CP501
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ENTRY WALL PIER
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LAWN
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CP501
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CP501
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SIM.
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SIM.
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LANDSCAPE AREA
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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 1A 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
936PC2002
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Date
AutoCAD SHX Text 03-15-19
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
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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
PAVEMENT DETAILS 2
AutoCAD SHX Text
CP502
AutoCAD SHX Text
AutoCAD SHX Text
JGS
D
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AM
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By
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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
3/15/19
Scale: NTS
CURB TRANSITION - 'D'
Scale: NTS
CURB TRANSITION - 'E'
AutoCAD SHX Text
AutoCAD SHX Text
CP302
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LAWN
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CP302
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ASPHALT WING WEDGE CURB
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AutoCAD SHX Text
CP501
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AutoCAD SHX Text
CP501
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WARP ASPHALT TO PROVIDE A SMOOTH AND CONSISTENT TRANSITION
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LAWN
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6' CURB
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6' CURB
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LAWN
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LAWN
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PLAN
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PERSPECTIVE
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ASPHALT WING WEDGE CURB
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CP501
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GRAVEL SHOULDER
AutoCAD SHX Text 8%
AutoCAD SHX Text 8%
AutoCAD SHX Text 8%
AutoCAD SHX Text 8%
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MAINTENANCE ROAD
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EDGE OF DRIVE
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AutoCAD SHX Text
CP302
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LAWN
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AutoCAD SHX Text
CP302
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ASPHALT WING WEDGE CURB
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CP501
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CP501
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LAWN
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6' CURB
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6' CURB
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LAWN
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LAWN
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PLAN
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PERSPECTIVE
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ASPHALT WING WEDGE CURB
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CP501
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CONC. MOUNTABLE CURB
AutoCAD SHX Text 8%
AutoCAD SHX Text 8%
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MAINTENANCE ROAD
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EDGE OF DRIVE
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WARP CONCRETE TO PROVIDE A SMOOTH AND CONSISTENT TRANSITION
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CONC. MOUNT. CURB
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FINISH ROAD SURFACE
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6' CURB
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6' CURB
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CP501
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ASPHALT WING WEDGE CURB
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CP501
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ASPHALT PAVEMENT VARIES; SEE PLANS
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ATIONAL
AutoCAD SHX Text
EMETERY
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DMINISTRATION
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text N
AutoCAD SHX Text
WESTERN NEW YORK NATIONAL CEMETERY PHASE 1A 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
936PC2002
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Date
AutoCAD SHX Text 03-15-19
AutoCAD SHX Text Dwg
AutoCAD SHX Text of
AutoCAD SHX Text
BID DOCUMENTS
AutoCAD SHX Text
ARCHITECT/ENGINEER:
AutoCAD SHX Text Office of Construction and Facilities Management
AutoCAD SHX Text
TRAFFIC/GEOTECHNICAL
AutoCAD SHX Text
ARCHITECTURAL/MEP&T*
AutoCAD SHX Text
STRUCTURAL
AutoCAD SHX Text
IRRIGATION
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SURVEYING
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AutoCAD SHX Text 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 3
AutoCAD SHX Text
CP503
AutoCAD SHX Text
AutoCAD SHX Text
JGS
O H
O H
O H
O H
O H
O H
O H
O H
O H
O H
OH
O H
OH
OH
OH
O H
O H
O H
O H
UP
T
T
T
MON
GLM
GLM
GLM
GLM
GLM
GLM
GLM
GLM
POST
165.00'
OH OH
W W
W W
W
AREA 5
AREA 1 AREA 2
AREA 3 AREA 4
AREA 6
AREA 7 AREA 8
Sa ve
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Pl ot te d
By
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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 3/15/19
LEGEND
GRAVESITE YIELD BY
SECTION
NOTES:
GRAVESITE YIELD SUMMARY
AutoCAD SHX Text
NM 8325 EMPIRE TELE CORP 060701J 38-1
AutoCAD SHX Text T
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AutoCAD SHX Text T
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ST
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ST
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ST
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ST
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ST
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ST
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ST
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ST
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ST
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ST
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WV
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POW/MIA FLAG
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ALLEGHANY ROAD
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INDIAN FALLS ROAD
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GABBEY ROAD
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NYS THRUWAY I-90
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1 PPC
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2 PV
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2 OS
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9 IC
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PRE-PLACED CRYPT SECTION (PPC)
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PRIVATE VAULTS (PV) / OVERSIZED CRYPTS (OS)
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PIC/ADMIN BLDG.
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US FLAG/ ASSEMBLY AREA
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EXISTING WOODS
AutoCAD SHX Text
INDIAN FALLS CEMETERY (OWNED BY OTHERS)
AutoCAD SHX Text
CEMETERY PUBLIC ENTRANCE AREA WITH ENTRY WALLS & SIGNAGE
AutoCAD SHX Text
10 IC
AutoCAD SHX Text
COMMITTAL SERVICE SHELTER NO. 1
AutoCAD SHX Text
CARILLON TOWER (N.I.C.)
AutoCAD SHX Text
IN-GROUND CREMAIN SECTIONS (IC)
AutoCAD SHX Text
STORMWATER MANAGEMENT
AutoCAD SHX Text
STORMWATER WETLAND
AutoCAD SHX Text
(SEE SHEET CS105)
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(SEE SHEET CS101)
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(SEE SHEET CS102)
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(SEE SHEET CS103)
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(SEE SHEET CS104)
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(SEE SHEET CS106)
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(SEE SHEET CS107)
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(SEE SHEET CS108)
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IRRIGATION PUMP HOUSE
AutoCAD SHX Text
APPROXIMATE ARCHAEOLOGICAL AREA, TYP.
AutoCAD SHX Text
ALLEGHANY ROAD / N.Y.S. RTE. 77
AutoCAD SHX Text B
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AutoCAD SHX Text B
AutoCAD SHX Text A
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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 1A DEVELOPMENT
AutoCAD SHX Text Revisions:
AutoCAD SHX Text
VA FORM 08-6231, OCT 1978
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CONSULTANTS:
AutoCAD SHX Text Drawing Title
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GENESEE COUNTY, NEW YORK
AutoCAD SHX Text Project Title
AutoCAD SHX Text Location
AutoCAD SHX Text Date
AutoCAD SHX Text Checked
AutoCAD SHX Text Drawn
AutoCAD SHX Text
936PC2002
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Date
AutoCAD SHX Text 03-15-19
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
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
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AutoCAD SHX Text E
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AutoCAD SHX Text N
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AutoCAD SHX Text 700 WEST METRO PARK, ROCHESTER, NEW YORK 14623-2678 (585)272-7310 FAX (585)272-0159
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
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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
NATURAL ALTERNATIVE
AutoCAD SHX Text
NA
AutoCAD SHX Text
PRIVATE VAULT/ OVER-SIZED CRYPTS
AutoCAD SHX Text
PV/OS
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
AutoCAD SHX Text
WETLAND ADJACENT AREA
AutoCAD SHX Text
SEC.
AutoCAD SHX Text
YIELD
AutoCAD SHX Text
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1,200 PPC
AutoCAD SHX Text
650 OS
AutoCAD SHX Text
650 PV
AutoCAD SHX Text
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750 IC
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
750 IC
AutoCAD SHX Text
CONSTRUCTION LIMIT LINE
AutoCAD SHX Text
APPROXIMATE ARCHAEOLOGICAL AREA
AutoCAD SHX Text
1. AREAS 1-11 REPRESENT SHEET COVERAGE AREAS 1-11 REPRESENT SHEET COVERAGE AREAS AS IDENTIFIED WITHIN THE THREE PROJECT WORK AREAS IDENTIFIED AS AREA A AND AREA B.
AutoCAD SHX Text
PHASE
AutoCAD SHX Text
PPC
AutoCAD SHX Text
PV/OS
AutoCAD SHX Text
IC
AutoCAD SHX Text
ETO
AutoCAD SHX Text
REMAINDER
AutoCAD SHX Text 1,200
AutoCAD SHX Text 650/650
AutoCAD SHX Text
AutoCAD SHX Text 1,500
AutoCAD SHX Text
AutoCAD SHX Text 4,000
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TOTAL
AutoCAD SHX Text 650/650
AutoCAD SHX Text 1,500
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TOTAL
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AutoCAD SHX Text 1,200
4,000
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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 3/15/19
LEGEND
AutoCAD SHX Text
ALLEGHANY ROAD N.Y.S. RTE 77
AutoCAD SHX Text
ALLEGHANY ROAD / N.Y.S. RTE 77
AutoCAD SHX Text
GABBEY ROAD
AutoCAD SHX Text 1&2
AutoCAD SHX Text
CI802
AutoCAD SHX Text
OVERSIZED PERIMETER CRYPT, TYP.
AutoCAD SHX Text
OVERSIZED PRE-PLACED CRYPT BURIAL PLOT (4'X10'), TYP.
AutoCAD SHX Text
GRAVESITE GRID MONUMENT, TYP.
AutoCAD SHX Text
GRAVEL ACCESS ROAD, TYP.
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
RIGHT-OF-WAY
AutoCAD SHX Text
INDIAN FALLS ROAD
AutoCAD SHX Text
CORTEGE PAVEMENT LANE STENCILED NUMBER (WHITE, 72"HT. X 20"W.), TYP.
AutoCAD SHX Text
6" WIDE, WHITE, CORTEGE PAVEMENT MARKING, TYP.
AutoCAD SHX Text
LIGHT-DUTY ASPHALT PVMT., TYP.
AutoCAD SHX Text
FLUSH CONC. CURB
AutoCAD SHX Text
OVER-SIZED CRYPT BURIAL SECTION 2 (650 PLOTS)
AutoCAD SHX Text
AutoCAD SHX Text
CI801
AutoCAD SHX Text
HEAVY-DUTY CONC. WALK, TYP.
AutoCAD SHX Text
MOUNTABLE CONC. CURB
AutoCAD SHX Text
CONSTRUCTION LIMIT LINE, TYP.
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
SITE SIGNAGE, TYP. SEE SIGNAGE PLAN SHEET CI111
AutoCAD SHX Text 1&2
AutoCAD SHX Text
CI802
AutoCAD SHX Text
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CP501
AutoCAD SHX Text
AutoCAD SHX Text
CP501
AutoCAD SHX Text
AutoCAD SHX Text
CP501
AutoCAD SHX Text
AutoCAD SHX Text
CP501
AutoCAD SHX Text
CONTROL JOINT, TYP.
AutoCAD SHX Text
AutoCAD SHX Text
CP501
AutoCAD SHX Text
EXPANSION JOINT, TYP.
AutoCAD SHX Text
AutoCAD SHX Text
CP501
AutoCAD SHX Text
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CP501
AutoCAD SHX Text B
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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 1A 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
936PC2002
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Date
AutoCAD SHX Text 03-15-19
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
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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
SITE LAYOUT PLAN AREA 1
AutoCAD SHX Text
CS101
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 = 30 feet
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
MATCHLINE SEE SITE LAYOUT PLAN AREA 2 SHEET - CS102
AutoCAD SHX Text
MATCHLINE SEE SITE LAYOUT PLAN AREA 2 SHEET - CS102
AutoCAD SHX Text
MATCHLINE SEE SITE LAYOUT PLAN AREA 3 SHEET - CS103
AutoCAD SHX Text
MATCHLINE SEE SITE LAYOUT PLAN AREA 3 SHEET - CS103
AutoCAD SHX Text
LIGHT-DUTY CONCRETE PAVING
AutoCAD SHX Text
LIGHT-DUTY ASPHALT PAVING
AutoCAD SHX Text
HEADSTONE FACE DIRECTION
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
CHAIN LINK FENCE
AutoCAD SHX Text
GRAVESITE GRID MONUMENT
AutoCAD SHX Text
PERIMETER CRYPT PLOT (BOLD OUTLINE)
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
KEY PLAN (N.T.S.)
AutoCAD SHX Text
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HEAVY-DUTY CONCRETE PAVING
AutoCAD SHX Text
CONSTRUCTION LIMIT LINE
AutoCAD SHX Text
GRAVEL PAVING
AutoCAD SHX Text
CONTROL JOINT (CONC. PAVING)
AutoCAD SHX Text
EXPANSION JOINT (CONC. PAVING)
AutoCAD SHX Text
LAYOUT LINE
LAYOUT NOTES: 1. THESE PLANS DO NOT REFLECT THE THESE PLANS DO NOT REFLECT THE POTENTIAL ADD ALTERNATE CONDITIONS. 2. COORDINATE INFORMATION SHOWN IS BASED COORDINATE INFORMATION SHOWN IS BASED ON GRID COORDINATE SYSTEM IN U.S. FEET. SEE SURVEY DRAWINGS FOR BENCHMARK INFORMATION. 3. ALIGNMENT FOR BURIAL SECTION 2 IS ALIGNMENT FOR BURIAL SECTION 2 IS ESTABLISHED BY COORDINATE POINTS B1 & B2. ALL PLOTS WITHIN THE BURIAL SECTION HAVE BOUNDARY LINES PARALLEL OR PERPENDICULAR TO THE LINE ESTABLISHED BY POINTS B1 & B2. 4. LAYOUT LINES INDICATED ARE PARALLEL OR LAYOUT LINES INDICATED ARE PARALLEL OR PERPENDICULAR UNLESS SHOWN OTHERWISE.
165.00'
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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 3/15/19
LEGEND
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
MOUNTABLE CONCRETE CURB, TYP.
AutoCAD SHX Text
HEAVY-DUTY ASPHALT PAVEMENT, TYP.
AutoCAD SHX Text
FLAG SLEEVE, TYP. FOR LOCATIONS SEE CI101
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
INDIAN FALLS ROAD
AutoCAD SHX Text
6" WIDE, WHITE, CORTEGE PAVEMENT MARKING, TYP.
AutoCAD SHX Text
CURB TRANSITION
AutoCAD SHX Text
INDIAN FALLS CEMETERY (OWNED BY OTHERS)
AutoCAD SHX Text
CONSTRUCTION LIMIT LINE, TYP.
AutoCAD SHX Text
APPROXIMATE ARCHAEOLOGICAL AREA, TYP.
AutoCAD SHX Text
LIGHT-DUTY ASPHALT PAVEMENT
AutoCAD SHX Text
SITE SIGNAGE, TYP. SEE SIGNAGE PLAN SHEET CI111
AutoCAD SHX Text
LIGHT-DUTY ASPHALT PAVEMENT, TYP.
AutoCAD SHX Text
AutoCAD SHX Text
CP501
AutoCAD SHX Text
AutoCAD SHX Text
CP501
AutoCAD SHX Text
AutoCAD SHX Text
CI502
AutoCAD SHX Text
AutoCAD SHX Text
CP501
AutoCAD SHX Text
AutoCAD SHX Text
CP501
AutoCAD SHX Text
AutoCAD SHX Text
CP501
AutoCAD SHX Text
SEE SHEET CS113 FOR PERMANENT CONDITION, TYP.
AutoCAD SHX Text
CORTEGE PAVEMENT LANE STENCILED NUMBER (WHITE, 72"HT. X 20"W.), TYP.
AutoCAD SHX Text
WHEEL STOPS, TYP.
AutoCAD SHX Text
AutoCAD SHX Text
CP502
AutoCAD SHX Text
TEMPORARY STABILIZED GRAVEL CONSTRUCTION ENTRANCE, SEE GC121
AutoCAD SHX Text
REFER TO NOTE 3 ON SHEET CU101 FOR INFORMATION ON U.S. GYPSUM GAS LINE
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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 1A 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
936PC2002
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project…
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