36C10F19R0040-014.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_265-298-DWG.pdf
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 36C10F19C0015-000.docx | DOCX document | |
| 36C10F19R0040-0002001.pdf | ||
| 36C10F19R0040-0002002.pdf | ||
| 36C10F19R0040-0002000.docx | DOCX document | |
| 36C10F19R0040-002.docx | DOCX document | |
| 36C10F19R0040-013.pdf | ||
| 36C10F19R0040-008.pdf | ||
| 36C10F19R0040-010.pdf | ||
| 36C10F19R0040-004.pdf | ||
| 36C10F19R0040-017.pdf | ||
| 36C10F19R0040-011.pdf | ||
| 36C10F19R0040-012.pdf | ||
| 36C10F19R0040-009.pdf | ||
| 36C10F19R0040-003.docx | DOCX document | |
| 36C10F19R0040-007.pdf | ||
| 36C10F19R0040-006.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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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
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INDIAN FALLS ROAD
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ALLEGHANY ROAD
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PIC/ADMIN
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SUBSURFACE WASTEWATER DISPOSAL SYSTEM #3 RESERVE AREA
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8" HDPE DR-11 WATER LINE
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STA 62+96 FIRE HYDRANT ASSEMBLY
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STA 59+32 2" HDPE DR-11 WATER SERVICE
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2" HDPE DR-11 FORCE MAIN
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GABBEY ROAD
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EFFLUENT PUMP STATION #3
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1,000 GALLON UNDERGROUND PROPANE TANK
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STA 62+71 TRANSITION FROM HDPE TO D.I.P., CONCRETE ANCHOR
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STA62+84 6" GATE VALVE
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PHASE 1A ETO 1" HDPE DR-11 WATER SERVICE
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PROPOSED MCWA UTILITY EASEMENT
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EFFLUENT PUMP STATION CONTROL PANEL
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AutoCAD SHX Text START OF EXISTING U.S. GYPSUM GAS LINE TO BE ABANDONED IN PLACE PRIOR TO NOTICE TO PROCEED
AutoCAD SHX Text NEW U.S. GYPSUM GAS LINE BYPASS LOCATION PARALLEL TO PROPERTY LINE INSTALL BY U.S. GYPSUM
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EXISTING ASSUMED U.S. GYPSUM GAS WELL LOCATION
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APPROXIMATE ARCHEOLOGICAL AREA, TYP.
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WETLAND, TYP.
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2,000 GALLON SEPTIC TANK
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2 1/2" POLYETHYLENE TUBING
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STA 53+42 8" GATE VALVE
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PROPOSED NYSDOT DRAINAGE EASEMENT
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8"X8" TEE, (3) 8" GATE VALVES AND THRUST BLOCK
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PROPOSED 12" D.I.P. (BY OTHERS)
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CONCRETE VAULT HOUSING AN 8" RPZ BACKFLOW PREVENTER RIM: 872.50
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PROPOSED 12" D.I.P.(BY OTHERS)
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12"X8" TEE, 8" GATE VALVE & THRUST BLOCK (BY OTHERS)
AutoCAD SHX Text 6'X6' INSIDE DIMENSION CONCRETE VAULT HOUSING A 6" COMPOUND FIRE FLOW METER AND STRAINER RIM: 869.00
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6" GATE VALVE
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TRANSITION FROM 8" DIP TO 8" HDPE DR-11
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ATIONAL
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EMETERY
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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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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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EST. 1915
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SANITARY FORCE MAIN
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POTABLE WATER LINE
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SITE UTILITY PLAN AREA A
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CU101
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JGS
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DBH
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MATCHLINE SEE SITE UTILITY PLAN AREA B - SHEET CU102
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MATCHLINE SEE SITE UTILITY PLAN AREA B - SHEET CU102
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LP GAS LINE
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SANITARY SEWER LINE
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SANITARY SEWER CLEANOUT
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1. SEE NOTES ON SHEET CU100 SEE NOTES ON SHEET CU100 2. FIRE HYDRANTS TO BECOME ACTIVE ONCE FIRE HYDRANTS TO BECOME ACTIVE ONCE BACKFLOW PREVENTER IS INSTALLED, INSPECTED, AND APPROVED. 3. PRIOR TO THE NOTICE TO PROCEED FOR PRIOR TO THE NOTICE TO PROCEED FOR CONSTRUCTION U.S. GYPSUM WILL HAVE THE NEW NATURAL GAS LINE BYPASS INSTALLED AND THE EXISTING NATURAL GAS LINE WILL BE ABANDONED IN PLACE. IF REQUIRED BY CONSTRUCTION ACTIVITIES THE ABANDONED PIPE MAY BE REMOVED BY THE CONTRACTOR, FROM THE SITE.
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U.S. GYPSUM NATURAL GAS LINE BYPASS
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EXISTING U.S. GYPSUM NATURAL GAS LINE
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APPROXIMATE ARCHEOLOGICAL AREA
/ 66 SF
STORAGE
C-103
70 SF
/ 526 SF
HONOR GUARD
C-101
531 SF
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MECHANICAL
C-104
53 SF
/ 62 SF
WOMEN'S
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66 SF
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MEN'S
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112 SF
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LOCKER
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165 SF
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PORCH
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530 SF
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CLOSET
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VAULT
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PASSAGE
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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
NOTES
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ALLEGHANY ROAD
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HONOR GUARD BUILDING
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STA 41+24 FIRE HYDRANT ASSEMBLY
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2" HDPE DR-11 FORCE MAIN ADD-ALTERNATE 1
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IRRIGATION PUMP HOUSE
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AutoCAD SHX Text STA 38+42 8"x8" TEE, (3) 8" GATE VALVES, AND THRUST BLOCK
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COMMITTAL SERVICE SHELTER NO. 1
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1,200 GALLON SEPTIC TANK ADD-ALTERNATE 1
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STA 44+61 2" HDPE DR-11 WATER SERVICE ADD-ALTERNATE 1
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8" HDPE DR-11 WATERLINE
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EFFLUENT PUMP STATION #2 ADD-ALTERNATE 1
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1" POLYETHYLENE TUBING ADD-ALTERNATE 1
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(1) 500 GALLON ABOVEGROUND PROPANE TANK ADD-ALTERNATE 1
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SUBSURFACE WASTEWATER DISPOSAL SYSTEM #2 RESERVE AREA ADD-ALTERNATE 1
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STA 44+66 8" GATE VALVE
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CARILLON TOWER (N.I.C)
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PROPOSED MCWA UTILITY EASEMENT
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STA 37+90 8" END CAP AND THRUST BLOCK
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ATIONAL
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EMETERY
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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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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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AutoCAD SHX Text P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S
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EST. 1915
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SANITARY FORCE MAIN
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POTABLE WATER LINE
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SITE UTILITY PLAN AREA B
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CU102
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JGS
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APPROXIMATE ARCHEOLOGICAL AREA
EPS2-WDS2 PROFILE
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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
VERTICAL SCALE: 1"= 5' HORIZONTAL SCALE: 1"= 50'
WASTEWATER DISPOSAL SYSTEM-1 PROFILE
VERTICAL SCALE: 1"= 5' HORIZONTAL SCALE: 1"= 50'
WASTEWATER DISPOSAL SYSTEM-2 PROFILE (ADD ALTERNATE 1)
VERTICAL SCALE: 1"= 5' HORIZONTAL SCALE: 1"= 50'
WASTEWATER DISPOSAL SYSTEM-3 PROFILE
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2" HDPE DR-11 FORCE MAIN
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FINISHED GRADE
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EXISTING GRADE
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HONOR GUARD FFE 854.60
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STA. 0+20 0+20 SEPTIC TANK #2 INV IN 848.80 INV OUT 848.55
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MAINTAIN CONTINUOUS SLOPE TO AVOID CREATING HIGH POINT IN LINE (TYP.)
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4'-0" MIN.
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STA 4+40 DISTRIBUTION BOX #2 INV. IN 853.78IN 853.78
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STA 0+05 4" INV 849.10
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8" WATER
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ADD ALTERNATE 1 FINISHED GRADE
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FINISHED GRADE
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EXISTING GRADE
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ADMIN./PIC FFE 862.20
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STA 0+05 4" INV 856.70
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STA 0+25 SEPTIC TANK #3 INV IN 856.30 INV OUT 856.05
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STA 6+55 DISTRIBUTION BOX #3 INV IN 861.18
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4'-0" MIN.
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MAINTAIN CONTINUOUS SLOPE TO AVOID CREATING HIGH POINT IN LINE (TYP.)
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STA 0+45 PUMP STATION #3 RIM 861.75 INV IN 856.00 INV OUT 857.25 BOT 852.75
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2" WATER SERVICE
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ATIONAL
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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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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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WASTEWATER PROFILES
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DLM
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CU201
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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
VERTICAL SCALE: 1"= 5' HORIZONTAL SCALE: 1"= 50'
WATER MAIN - STATION 36+50 TO 55+00
VERTICAL SCALE: 1"= 5' HORIZONTAL SCALE: 1"= 50'
WATER MAIN - STATION 55+00 TO 63+09
VERTICAL SCALE: 1"= 5' HORIZONTAL SCALE: 1"= 50'
WATER MAIN - STATION 0+00 TO 3+37
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5'-0" MIN.
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8" HDPE DR-11 WATERLINE (MAINTAIN POSITIVE SLOPE TO HIGH POINT)
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FINISHED GRADE
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EXISTING GRADE
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8" HDPE DR-11 WATERLINE (MAINTAIN POSITIVE SLOPE TO HIGH POINT)
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2" HDPE FORCEMAIN
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STA 48+45 TEMPORARY ETO 1"HDPE WATER SERVICE
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STA 38+42 8"X8" TEE & (3) 8" GATE VALVES ELEV. 844.37
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STA 41+24 FIRE HYDRANT ASSEMBLY
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STA 44+61 2" HDPE WATER SERVICE
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CU503
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CU504
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5'-0" MIN.
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STA 44+66 8" GATE VALVE
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CU503
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STA 53+42 8" GATE VALVE
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CU503
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STA 38+00 8" END CAP AND THRUST BLOCK
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CU503
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5'-0" MIN.
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8" HDPE DR-11 WATERLINE (MAINTAIN POSITIVE SLOPE TO HIGH POINT)
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STA 59+32 2" HDPE WATER SERVICE
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STA 60+62 TEMPORARY ETO 2"HDPE WATER SERVICE
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STA 62+96 FIRE HYDRANT ASSEMBLY
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CU504
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CU504
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CU503
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STA 62+71 TRANSITION FROM HDPE TO D.I.P., CONCRETE ANCHOR AND 8"X6" M.J. REDUCER
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CU504
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CU504
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STA: 62+96 ELEV. 851.50
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STA 59+04 8"X8" TEE & (3) 8" GATE VALVES
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STA. 0+42 RPZ VAULT RIM: 872.50
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STA. 0+14 WATER METER VAULT RIM: 869.00
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STA. 0+00 PROPOSED 12"D.I.P.WATER MAIN (BY OTHERS)
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CONNECT TO PROPOSED 8"GATE VALVE INSTALLED BY OTHERS
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8" HDPE RPZ VAULT DRAIN - DAYLIGHT INSTALL RODENT GUARD INV. 863.00
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CU504
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CU505
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STA. 0+55 TRANSITION FROM D.I.P. TO HDPE, CONCRETE ANCHOR
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CU504
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STA. 3+37 8"X8" TEE & (3) 8" GATE VALVES
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CU503
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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 1A DEVELOPMENT
AutoCAD SHX Text Revisions:
AutoCAD SHX Text
VA FORM 08-6231, OCT 1978
AutoCAD SHX Text
CONSULTANTS:
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GENESEE COUNTY, NEW YORK
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AutoCAD SHX Text Location
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AutoCAD SHX Text Drawn
AutoCAD SHX Text
936PC2002
AutoCAD SHX Text Drawing Number
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AutoCAD SHX Text Date
AutoCAD SHX Text 03-15-19
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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
WATER LINE PROFILES 2
AutoCAD SHX Text
DLM
AutoCAD SHX Text
CU211
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NCW
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MATCHLINE (SEE 2/CU210)
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MATCHLINE (SEE 2/CU211)
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MATCHLINE (SEE 1/CU211)
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HG SERVICE PROFILE
ETO RR SERVICE PROFILE
PIC-ADMIN SERVICE PROFILE
ETO Mx SERVICE PROFILE
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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
VERTICAL SCALE: 1"= 5' HORIZONTAL SCALE: 1"= 50'
MAINTENANCE BUILDING WATER SERVICE PROFILE
VERTICAL SCALE: 1"= 5' HORIZONTAL SCALE: 1"= 50'
HONOR GUARD WATER SERVICE PROFILE (ADD ALTERNATE 1)
VERTICAL SCALE: 1"= 5' HORIZONTAL SCALE: 1"= 50'
ETO - TEMPORARY HONOR GUARD WATER SERVICE PROFILE
VERTICAL SCALE: 1"= 5' HORIZONTAL SCALE: 1"= 50'
ADMINISTRATIVE/P.I.C. BUILDING WATER SERVICE PROFILE
VERTICAL SCALE: 1"= 5' HORIZONTAL SCALE: 1"= 50'
ETO- TEMPORARY WATER SERVICE PROFILE
(ADD ALTERNATE 1)
N.I.C.
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2" HDPE DR-11 WATER SERVICE TO PIC/ADMIN BLDG.
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
18" HDPE STORMWATER PIPE
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HONOR GUARD FFE 854.60
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STA. 44+61 8" HDPE DR-11 WATERLINE
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5'-0" MIN.
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TEMPORARY ETO FINISHED GRADE
AutoCAD SHX Text TEMPORARY ETO 1" HDPE DR-11 WATER SERVICE (TO BE REMOVED UPON REMOVAL OF ETO FACILITIES)
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EXISTING GRADE
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5'-0" MIN.
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STA. 48+45 8" HDPE DR-11 WATERLINE
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2" HDPE DR-11 WATER SERVICE
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FINISHED GRADE
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EXISTING GRADE
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STA. 59+32 8" HDPE DR-11 WATERLINE
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5'-0" MIN.
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2" FORCE MAIN
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ADMIN./PIC BUILDING FFE 862.20
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MAINTAIN 18" CLEARANCE
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TEMPORARY ETO FG
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15" HPDE STORMWATER PIPE
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STA 0+05 2" CURB VALVE
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EXISTING GRADE
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STA 1+80 1" WATER SERVICE
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STA 2+25 1" WATER SERVICE
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STA. 60+62 8" HDPE DR-11 WATERLINE
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5'-0" MIN.
AutoCAD SHX Text STA 0+00 TO 1+80 TEMPORARY ETO 2" WATER SERVICE (TO BE REMOVED UPON REMOVAL OF ETO FACILITIES)
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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 1A DEVELOPMENT
AutoCAD SHX Text Revisions:
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VA FORM 08-6231, OCT 1978
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text Drawing Title
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GENESEE COUNTY, NEW YORK
AutoCAD SHX Text Project Title
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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
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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*
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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
WATER LINE PROFILES 3
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DLM
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CU212
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NCW
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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
1,200 GALLON SEPTIC TANK (SYSTEM #2) ADD-ALTERNATE 1
Scale: NTS
2,000 GALLON SEPTIC TANK (SYSTEM #3)
Scale: NTS
FORCE MAIN TRENCH DETAIL
Scale: NTS
EFFLUENT PUMP STATION DETAIL
Scale: NTS
4,500 GALLON HOLDING TANK
Scale: NTS
500 GALLON OIL/WATER SEPARATOR
PUMP SCHEDULE
PUMP "ON" FLOAT HEIGHT HP GPM TDH PANEL MOUNTING
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CONTROL PANEL BUILDING MOUNT DETAIL (ADD ALTERNATE 1)
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JOINT MADE WATERTIGHT WITH BUTYL ROPE BETWEEN STRUCTURE SECTIONS
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OUTLET PIPE INVERT ELEVATION
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OUTLET PIPE SIZE AS INDICATED ON PLAN
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HIGH DENSITY POLYETHYLENE PIPE GASKETS AT ALL PIPE CONNECTIONS
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UNDISTURBED SUBGRADE
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CROSS SECTION
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PLAN
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SLOPE FINISHED GRADE AWAY FROM COVERS (TYP.)
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PRECAST 1,200 GALLON CONCRETE SEPTIC TANK
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4"X 18" SLOT
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5-1/2" THICK BAFFLE
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HEAVY DUTY MANHOLE FRAME AND COVER (TYPICAL, LETTERING ON COVER "SEWER")
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NON-SHRINK GROUT AROUND ENTIRE FRAME (TYP.)
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INLET PIPE SIZE AS INDICATED ON PLAN
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INLET PIPE INVERT ELEVATION
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4" DIA. PVC SANITARY TEE (TYP.)
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EXTEND PIPE TO PROVIDE TEE BENEATH OPENING (TYP.)
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12" MIN.
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LIQUID LEVEL
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INLET INVERT 3" ABOVE OUTLET INVERT
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24"%%C RISER
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6" MIN.
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24"%%C RISER
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ASPHALT BITUMASTIC COATING ENTIRE INTERIOR AND EXTERIOR SURFACES AS SPECIFIED
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JOINT MADE WATERTIGHT WITH BUTYL ROPE BETWEEN STRUCTURE SECTIONS
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OUTLET PIPE INVERT ELEVATION
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OUTLET PIPE SIZE AS INDICATED ON PLAN
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HIGH DENSITY POLYETHYLENE PIPE GASKETS AT ALL PIPE CONNECTIONS
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UNDISTURBED SUBGRADE
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CROSS SECTION
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PLAN
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PRECAST 2,000 GALLON CONCRETE SEPTIC TANK
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6"X 18" SLOT
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5-1/2" THICK BAFFLE
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HEAVY DUTY MANHOLE FRAME AND COVER (TYPICAL, LETTERING ON COVER "SEWER")
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NON-SHRINK GROUT AROUND ENTIRE FRAME (TYP.)
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INLET PIPE SIZE AS INDICATED ON PLAN
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INLET PIPE INVERT ELEVATION
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4" DIA. PVC SANITARY TEE (TYP.)
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EXTEND PIPE TO PROVIDE TEE BENEATH OPENING (TYP.)
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12" MIN.
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LIQUID LEVEL
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INLET INVERT 3" ABOVE OUTLET INVERT
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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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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
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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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SITE UTILITY DETAILS 1
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CU501
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DPD
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KMK
AutoCAD SHX Text NOTES: : 1. PUMP MOTOR SHALL BE POWERED PUMP MOTOR SHALL BE POWERED FROM A DEDICATED CIRCUIT, SEPARATE FROM ALARM. 2. VALVES AND PIPING TO BE VALVES AND PIPING TO BE SCH-80 PVC INSIDE OF PUMP PIT.
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PIPING AND VALVE ARRANGEMENT DETAIL
AutoCAD SHX Text GUIDE PIPE RAILS, TYP. 2" STAINLESS STEEL PIPE. TWO REQUIRED PER PUMP (EXTEND TO BOTTOM OF VAULT (TYP.)
AutoCAD SHX Text NOTES: 1. THE EXCAVATED TRENCH MATERIAL SHALL BE THE EXCAVATED TRENCH MATERIAL SHALL BE DEPOSITED AT THE SIDES OF THE TRENCHES AND USED FOR BACKFILL UNLESS DECLARED TO BE UNSUITABLE BY THE RESIDENT ENGINEER. 2. THE EXISTING TOPSOIL SHALL BE CAREFULLY THE EXISTING TOPSOIL SHALL BE CAREFULLY REMOVED AND CAST ASIDE IN SEPARATE PILES TO BE USED FOR TURF RESTORATION.
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TURF REMOVAL/ RESTORATION. SEE NOTE #2
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METALLIC FOIL TRACER TAPE "CAUTION-SEWER"
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TRENCH EXCAVATION SEE NOTE #1
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
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UNDISTURBED EARTH
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CLEAN COURSE SAND-TAMPED
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THHN #10 COPPER CONTINUOUS TRACER WIRE
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2" HDPE DR-11 FORCE MAIN
AutoCAD SHX Text 4" DIA. SCH.40 HOT-DIPPED GALVANIZED STEEL AIR VENT WITH WELDED JOINTS. PROVIDE 2 COATS OF EXTERIOR ENAMEL PAINT (COLOR AS SELECTED BY OWNER) INCLUDE AN APPROVED INSECT SCREEN & CARBON FILTER.
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24"X36" ALUMINUM ACCESS HATCH WITH SAFETY GRATING.
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SLOPE AWAY FROM TOP, TYP.
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TRUE UNION BALL VALVE (TYP.) (2 TOTAL)
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INLET: EPDM GROMMET FOR 4" PVC SCH 40 PIPE FROM SEPTIC TANK
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FOR SANITARY MANHOLE, JOINTS BUTYL SEALED - INDUSTRY STD.
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PRECAST CONCRETE SECTIONS - 4,000 PSI AT 28 DAYS, AIR- ENTRAINED
AutoCAD SHX Text DUPLEX PUMPS w/ EFFLUENT HANDLING CAPABILITIES PER PUMP SCHEDULE
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CHECK VALVE, TYP.
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1/4" WEEP TO DRAIN, TYP.
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LIFT CABLE, TYP.
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12" CRUSHED STONE BEDDING
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4" INLET
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2" DISCHARGE PIPE
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2" HDPE DR-11 DISCHARGE
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HD CLOSED CELL INSULATION
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"ALARM"
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"ON"
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"OFF"
AutoCAD SHX Text *INSIDE DIAMETER = 48" AT HONOR GUARD BUILDING (PS #2) ADD-ALTERNATE 1 **'ON' FLOAT HEIGHT - SEE PUMP SCHEDULE
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%%UCROSS SECTION
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%%UPLAN
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LIQUID LEVEL (HIGH WATER)
AutoCAD SHX Text NOTES: 1. HIGH DENSITY POLYETHYLENE PIPE GASKETS AT ALL PIPE CONNECTIONS 2. ASPHALT BITUMASTIC COATING ENTIRE INTERIOR & EXTERIOR SURFACES AS SPECIFIED
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%%UFLUID LEVEL MONITOR
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PROGRAMMABLE FLUID LEVEL MONITOR SYSTEM
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PROVIDE 4" PVC SCH-40 PIPE AND END CAP AS REQUIRED BY MANUFACTURER
AutoCAD SHX Text 1" PVC CONDUIT BACK TO MONITOR PANEL WITH INCREMENTAL LED FLUID LEVEL DISPLAY & AUDIBLE ALARM (SET ALARM AT 80% FULL LEVEL). LOCATION INSIDE BUILDING TO BE COORDINATED W/ RESIDENT ENGINEER
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PRECAST 4,500 GALLON HEAVY DUTY CONCRETE SEPTIC TANK WITH NO OUTLET.
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LATERAL FROM OIL/WATER SEPARATOR
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24" CONCRETE RISER,TYP.
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PROGRAMMABLE FLUID LEVEL MONITOR SYSTEM (SEE DETAIL INSET)
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JOINT MADE WATERTIGHT WITH BUTYL ROPE BETWEEN STRUCTURE SECTIONS
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FINISHED GRADE
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UNDISTURBED SUBGRADE
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4" PVCSANITARY TEE
AutoCAD SHX Text PRECAST CONCRETE GRADE EXTENSIONS AS REQUIRED; CEMENT MORTAR SHALL BE PLACED BETWEEN SECTION & ENTIRE EXTERIOR
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24" HEAVY DUTY MANHOLE FRAME & COVER, TYP.
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CEMENT MORTAR ALL AROUND FRAME, TYP.
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INLET PIPE AS INDICATED ON PLAN
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SEE PLAN FOR PIPE INVERT ELEVATION
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INLET
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%%UCROSS SECTION
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%%UPLAN
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OUTLET
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SLOT FOR BAFFLE & WEIR PLATES, TYP.
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PRECAST CONCRETE 500 GAL OIL/WATER SEPARATOR 4000 PSI
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4" PVC OUTLET PIPE W/ SAMPLING TEE
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HIGH DENSITY POLYTHYLENE PIPE GASKETS AT ALL PIPE CONNECTIONS
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ASPHALT BITUMASTIC COATING ENTIRE INTERIOR & EXTERIOR SURFACES AS SPECIFIED
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12" MIN CRUSHED STONE BEDDING
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UNDISTURBED SUBGRADE
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OUTLET
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SEDIMENT WEIR
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OIL RETAINING BAFFLE
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FLOW DIFFUSER BAFFLE
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4" PVC SANITARY TEE,TYP.
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LIQUID LEVEL
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INLET INVERT 3" ABOVE OUTLET INVERT
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FINISHED GRADE
AutoCAD SHX Text PRECAST CONCRETE GRADE EXTENSIONS AS REQUIRED; CEMENT MORTAR SHALL BE PLACED BETWEEN SECTIONS & ENTIRE EXTERIOR
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CEMENT MORTAR ALL AROUND FRAME, TYP
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24" HEAVY DUTY MANHOLE FRAME & COVER
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12" HEAVY DUTY MANHOLE FRAME & COVER, TYP.
AutoCAD SHX Text 2**
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WALL
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AutoCAD SHX Text 18"
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POST
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(3) 2" PVC CONDUIT
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PROVIDE GROUT FILLET AROUND INSIDE
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1" PVC CONDUIT BACK TO BUILDING
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* SEE DETAIL 4 ON THIS SHEET ** ADD-ALTERNATE 1
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FINISHED GRADE
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%%USECTION
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%%UELEVATION
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BUILDING FOUNDATION
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CMU SPLIT FACE BLOCK
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BUILDING WALL
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LIMESTONE SILL
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CEMENT BOARD SIDING
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AutoCAD SHX Text MOUNT CONTROL PANEL TO BUILDING ACCORDING TO MANUFACTURER`S RECOMMENDATIONS AND INSTRUCTIONS
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CONTROL PANEL ALARM LIGHT
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FOOTING DRAIN
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CONTROL PANEL ALARM LIGHT
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CONTROL PANEL BOX (PAINT TO MATCH BUILDING SIDING)
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POWER AND SIGNAL CONDUIT OUT TO EFFLUENT PUMP STATION (3) 2" PVC
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POWER AND SIGNAL CONDUIT OUT TO EFFLUENT PUMP STATION (3) 2" PVC
AutoCAD SHX Text MOUNT PUMP 3 CONTROL PANEL ON MANUFACTURERS PROVIDED POST MOUNTING SYSTEM ACCORDING TO MANUFACTURER`S RECOMMENDATIONS AND INSTRUCTIONS
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ASPHALT BITUMASTIC COATING ENTIRE INTERIOR AND EXTERIOR SURFACES AS SPECIFIED.
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BOTTOM
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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
WASTEWATER DISPOSAL SYSTEM LAYOUT (SYSTEM #3)
Scale: NTS
WASTEWATER DISPOSAL SYSTEM LAYOUT (SYSTEM #2) ADD-ALTERNATE 1
Scale: NTS
SHALLOW ABSORPTION TRENCH DETAIL (SYSTEM #3)
Scale: NTS
ABSORPTION TRENCH DETAILS
Scale: NTS
RAISED ABSORPTION TRENCH DETAIL (SYSTEM #2) ADD-ALTERNATE 1
Scale: NTS
DISTRIBUTION BOX DETAIL
Scale: NTS
SANITARY CLEAN OUT
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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
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text Drawing Title
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GENESEE COUNTY, NEW YORK
AutoCAD SHX Text Project Title
AutoCAD SHX Text Location
AutoCAD SHX Text Date
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AutoCAD SHX Text Drawn
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936PC2002
AutoCAD SHX Text Drawing Number
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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
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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
SITE UTILITY DETAILS 2
AutoCAD SHX Text
CU502
AutoCAD SHX Text
AutoCAD SHX Text
DPD
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KMK
AutoCAD SHX Text NOTES: 1. DO NOT INSTALL ABSORPTION TRENCHES IN WET SOIL. DO NOT INSTALL ABSORPTION TRENCHES IN WET SOIL. 2. INSTALL TRENCHES PARALLEL TO CONTOURS. INSTALL TRENCHES PARALLEL TO CONTOURS. 3. INSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET ABOVE NOTED MINIMUM DEPTHS. INSTALL TRENCHES AS SHALLOW AS POSSIBLE WHICH MEET ABOVE NOTED MINIMUM DEPTHS. 4. RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING CRUSHED STONE/GRAVEL. RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING CRUSHED STONE/GRAVEL. 5. INSTALL SOLID END CAPS AT ENDS OF ALL DISTRIBUTOR PIPES. BACKFILL MATERIAL SHALL NOT CONTAIN INSTALL SOLID END CAPS AT ENDS OF ALL DISTRIBUTOR PIPES. BACKFILL MATERIAL SHALL NOT CONTAIN STONES OR COBBLES LARGER THAT 2" DIAMETER. SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS.
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ABSORPTION TRENCH LONGITUDINAL VIEW
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ABSORPTION TRENCH CROSS-SECTION
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PARTIAL TRENCH PROFILE
AutoCAD SHX Text NOTES: 1. PIPE JOINTS TO BE SEALED WITH ASPHALTIC MATERIAL PIPE JOINTS TO BE SEALED WITH ASPHALTIC MATERIAL OR EQUIVALENT. INVERT ELEVATIONS OF ALL OUTLET PIPES MUST BE EQUAL. 2. USE OF SPEED LEVELING DEVICES IS REQUIRED. USE OF SPEED LEVELING DEVICES IS REQUIRED. 3. THE SLOPE OF OUTLET PIPES BETWEEN THE THE SLOPE OF OUTLET PIPES BETWEEN THE DISTRIBUTION BOX AND DISTRIBUTOR LATERALS SHOULD BE AT LEAST 1/32" PER FOOT. 4. BAFFLE REQUIRED FOR SIPHON OR AUTOMATIC DOSING BAFFLE REQUIRED FOR SIPHON OR AUTOMATIC DOSING OR IF INLET PIPE SLOPE EXCEEDS 1/2" PER FOOT. 5. PLUG UNUSED OUTLETS.PLUG UNUSED OUTLETS.
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PLAN VIEW
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SECTION VIEW
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AutoCAD SHX Text NOTES: 1. THE PLACEMENT OF FILL MATERIAL OR THE CONSTRUCTION OF ABSORPTION FACILITIES IN FILL SHALL NOT OCCUR WHEN THE PLACEMENT OF FILL MATERIAL OR THE CONSTRUCTION OF ABSORPTION FACILITIES IN FILL SHALL NOT OCCUR WHEN THE SOIL MOISTURE CONTENT IS HIGH. 2.
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