090_936CM2002CP501.pdf

PDF 983 KB Posted

Attached to
Y1PC--Western New York National Cemetery Phase 1B
Solicitation number
36C10F21R0016
Issued by

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Written by GovTribe AI ·

This solicitation package describes a requirements contract opportunity for Phase 1B construction services at the Western New York National Cemetery in Corfu, NY. The scope of work involves developing approximately 30 additional acres of land to provide around 9,942 new gravesites and associated infrastructure to support burial operations and maintenance for the next 10 years. The selected contractor will be responsible for constructing new burial sections, facilities, and utilities to enable the existing national cemetery to continue serving eligible veterans in the surrounding 75-mile area. The solicitation was issued by the Department of Veterans Affairs Office of Construction and Facilities Management to fulfill its mission of providing uninterrupted burial services to veterans in the western New York region for the next decade.

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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

02/08/21

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LIGHT-DUTY ASPHALT PAVEMENT SECTION

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MODIFIED LIGHT DUTY ASPHALT PAVEMENT SECTION

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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.

N.I.C.

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

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15" SUBBASE COURSE, TYPE 2, NYSDOT ITEM 304.12

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TACK COAT, NYSDOT ITEM 407.0103

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COMPACTED GRANULAR FILL

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GEOTEXTILE FABRIC

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CUT

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FILL

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FINISHED GRADE

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COMPACTED SUBGRADE

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EXISTING TOPSOIL TO BE REMOVED (DEPTH VARIES)

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EXISTING GRADE

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

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

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

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

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TOOLED CONTROL JOINT - 1/6 SLAB DEPTH

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

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REINFORCED CEMENT CONCRETE PAVEMENT, BROOM FINISH TO REMOVE TOOL MARKS

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1/4" RADIUS AT ALL EXPOSED EDGES

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COMPACTED SUBBASE COURSE, TYPE 2 NYSDOT ITEM 304.12

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CP501

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3" CLEAR

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(3) #5 CONTINUOUS BARS

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

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4'-0" THICK COMPACTED SELECT GRANULAR FILL

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6" THICK COMPACTED SUBBASE COURSE

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REINFORCED CONCRETE PAVEMENT

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1/4" RADIUS AT ALL EXPOSED EDGES

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

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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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CONCRETE WALK

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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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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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AutoCAD SHX Text 4%

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4" TOPSOIL

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COMPACTED SELECT GRANULAR FILL

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12" SUBBASE COURSE, TYPE 2, NYSDOT ITEM 304.12

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COMPACTED GRANULAR FILL

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GEOTEXTILE FABRIC

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

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

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CONTROL JOINT

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EXPANSION JOINT

AutoCAD SHX Text EXPANSION JOINTS TO OCCUR 60' O.C. MAX & AT ALL CURBS, WALLS, & WHERE SHOWN ON PLANS AND OTHER DETAILS.

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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.

AutoCAD SHX Text 0'-6"

AutoCAD SHX Text 0'-6"

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

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8" COMPACTED AGGREGATE SUBBASE, TYPE 2 NYSDOT ITEM 304.12

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COMPACTED SELECT GRANULAR FILL

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CP501

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REINFORCING SUPPORT CHAIR, TYP.

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TOP OF FOOTING

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BOTTOM OF FOOTING

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TOP OF FOUNDATION

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3/8" WASHED ROUNDED RIVERSTONE, SEE SPECS.

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REINF. CONC. PVMT.

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STONE VENEER

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REINFORCED CONCRETE FOUNDATION

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REINFORCED CONCRETE FOOTING; SEE STRUCTURAL DRAWINGS

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FOOTING U.D., CONNECT TO STORM SYSTEM

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COMPACTED SELECT GRANULAR FILL

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DRAINAGE STONE WRAPPED IN FILTER FABRIC

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WATER PROOF COATING BELOW GRADE, TYP.

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DIMPLED DRAINAGE BOARD

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EXISTING SUBGRADE

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COMPACTED SUBBASE COURSE, TYPE 2 NYSDOT ITEM 304.12

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FACE OF FOUNDATION

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CUT

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FILL

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TRANSITION

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

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COMPACTED GRANULAR FILL

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COMPACTED SUBGRADE

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EXISTING GRADE (AFTER TOPSOIL REMOVED)

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COMPACTED SELECT GRANULAR FILL

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ASPHALT PAVEMENT OR CONCRETE SECTION

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GEOTEXTILE FABRIC

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ATIONAL

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EMETERY

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DMINISTRATION

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WESTERN NEW YORK NATIONAL CEMETERY PHASE 1B DEVELOPMENT

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VA FORM 08-6231, OCT 1978

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CONSULTANTS:

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GENESEE COUNTY, NEW YORK

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936CM2002

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AutoCAD SHX Text 02-08-21

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BID DOCUMENTS

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ARCHITECT/ENGINEER:

AutoCAD SHX Text Office of Construction and Facilities Management

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TRAFFIC/GEOTECHNICAL

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ARCHITECTURAL/MEP&T*

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STRUCTURAL

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IRRIGATION

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SURVEYING

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AutoCAD SHX Text 700 WEST METRO PARK, ROCHESTER, NEW YORK 14623-2678 (585)272-7310 FAX (585)272-0159

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SCHAFER ENGINEERING ASSOCIATES

AutoCAD SHX Text (518)393-4767

AutoCAD SHX Text (518)393-3510

AutoCAD SHX Text 1885 State Street Schenectady, New York 12304

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AutoCAD SHX Text P L A N N I N G A R C H I T E C T U R E E N G I N E E R I N G I N T E R I O R S

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EST. 1915

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

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PAVEMENT DETAILS 1

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CP501

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JGS

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JEB

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AMENDMENT 1 04/09/202104/09/2021

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