C-304 - Civil Details_Amendment 002.pdf
PDF 585 KB Posted
- Solicitation number
- W50SC2-23-R-0001
- Issued by
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Department of the Army National Guard
About this file
This solicitation is for the construction of an Aircraft Support Equipment (ASE) and Vehicle Maintenance (VM) Facility at Bradley Air National Guard Base in East Granby, Connecticut. Work will include all labor, materials, equipment, tools, supervision and services necessary to complete the project in accordance with contract drawings and technical specifications. The project magnitude is estimated between $10 million and $25 million. A single award contract will be awarded. The North American Industry Classification code is 236220 for Commercial and Institutional Building Construction, with a small business size standard of $39.5 million in average annual revenue for the past three years. Funds are not presently available but are anticipated to be appropriated prior to award. The solicitation and all amendments will be posted on sam.gov. Instructions for obtaining drawings and specifications are in Section 00100 of the solicitation.
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ASE COVERED STORAGE SLAB DETAIL
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ISOLATION JOINT DETAIL
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CONSTRUCTION JOINT DETAIL
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CONTRACTION JOINT DETAIL
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CONCRETE SLAB/APRON & REINFORCEMENT DETAIL
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CONSTRUCTION JOINT AT DRAIN DETAIL
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03/31/2022
C-304
CIVIL DETAILS
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Phase: B-3 FINAL DESIGN
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CIVIL
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EL. 173.0' (TYP.)
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APPROX. LIMITS OF FOOTING (TYP.) REFER TO STRUCTURAL DRAWINGS
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NEW 8" REINFORCED CONCRETE FLOOR SEE DETAIL 5 THIS SHEET
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VALLEY (TYP. OF 4)
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EL. 172.80' (TYP.)
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EL. 172.79' (TYP.)
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AutoCAD SHX Text KEY: 1 NEW CONTRACTION JOINT NEW CONTRACTION JOINT 2 ISOLATION JOINT ISOLATION JOINT 3 NEW CONSTRUCTION JOINT NEW CONSTRUCTION JOINT 4 NEW CONSTRUCTION JOINT AT DRAIN NEW CONSTRUCTION JOINT AT DRAIN NOTES: 1. ALL DIMENSIONS SHALL BE COORDINATED WITH ALL DIMENSIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS. 2. SURFACE TO RECEIVE MEDIUM-TO-FINE SURFACE TO RECEIVE MEDIUM-TO-FINE TEXTURED BROOM FINISH.
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SAWED BITUMINOUS JOINT (TYP.) SEE DETAIL 7 SHEET C-301
AutoCAD SHX Text 18" - " DOWEL OR REINFORCING 34" DOWEL OR REINFORCING DOWEL OR REINFORCING BAR @ 12" O.C.
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FUEL RESISTANT SEALANT
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CLOSED CELL POLYURETHANE 58" BACKER ROD
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14" - " RECESS18" RECESS
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SAW JOINT
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SAWED NOTCH
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REINFORCING STEEL
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FUEL RESISTANT SEALANT
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14" - " RECESS18" RECESS
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FORMED OR SAWED NOTCH
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CRACK
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REINFORCING STEEL CUT EVERY OTHER WIRE AT JOINT
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PORTLAND CEMENT CONCRETE
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REINFORCING STEEL: 6X6 W3.4XW3.4 OR MINIMUM 0.05 IN²/FT WIDTH OF SLAB
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6" GRANULAR SUBBASE COURSE (CTDOT M.02.06.B)
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VAPOR RETARDER (INTERIOR APPLICATIONS ONLY)
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SUBGRADE SEE NOTE 1
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12" PREMOLDED NON-EXTRUDING EXPANSION JOINT MATERIAL FULL DEPTH OF CONCRETE
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REINFORCING STEEL
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NEW TRENCH DRAIN
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JET FUEL RESISTANT SEALANT
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PORTLAND CEMENT CONCRETE
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CLOSED CELL POLYURETHANE 58" BACKER ROD
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34" PREMOLDED NON-EXTRUDING EXPANSION JOINT MATERIAL FULL DEPTH OF CONCRETE
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REINFORCING STEEL
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NEW FOUNDATION KNEE WALL OR COLUMN BASE
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NEW TRENCH DRAIN
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4" SANITARY SEWER PIPE 3.5' BFF REF C-200 FOR CONTINUATION
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CLOSED CELL POLYURETHANE 58" BACKER ROD
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6" AGGREGATE BASE COURSE (CTDOT M.05.01)
AutoCAD SHX Text NOTES: 1. SUBGRADE SHALL BE PROOFROLLED WITH EIGHT SLOW PASSES OF A HEAVY, SUBGRADE SHALL BE PROOFROLLED WITH EIGHT SLOW PASSES OF A HEAVY, SELF-PROPELLED, VIBRATORY ROLLER. ANY LOOSE OR UNSTABLE AREAS DETECTED BELOW THE ROLLER DURING PROOFROLLING SHALL BE REMOVED AND REPLACED WITH COMPACTED GRANULAR SUBBASE (CTDOT M.02.06.B).
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1 AMENDMENT 001 JAN 2023 AMENDMENT 001 JAN 2023 JAN 2023
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2 AMENDMENT 002 JAN 2023 AMENDMENT 002 JAN 2023 JAN 2023
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