C-304 - Civil Details_Amendment 001.pdf

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Attached to
Construct Aircraft Support Equipment (ASE) and Vehicle Maintenance (VM) Facility, Bradley Air National Guard Base, CT
Solicitation number
W50SC2-23-R-0001
Issued by

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This document includes civil drawings and details for the construction of an Aircraft Support Equipment (ASE) and Vehicle Maintenance (VM) facility at Bradley Air National Guard Base in East Granby, Connecticut. The solicitation seeks offers for a project with a magnitude between $10-25 million to construct the facility in accordance with the contract drawings and technical specifications. Offerors are required to submit proposals on all items by the response date. Funds have not yet been allocated but are anticipated to become available prior to award, as this project is on the National Guard's priority list. No contract will be awarded until funding is secured. The North American Industry Classification code is 236220 and the size standard for small businesses is average annual revenue of $39.5 million for the past three years. A single award contract is contemplated under this unrestricted solicitation issued by the Department of the Army National Guard.

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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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D3257200

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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

AutoCAD SHX Text NOTE: CONTRACTOR TO CONSTRUCT CONSTRUCTION JOINT AT LOCATION OF CONTRACTION JOINT. LOCATIONS SHALL BE PREAPPROVED BY THE ENGINEER.

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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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12" MIN. ENGINEERED STRUCTURAL FILL

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VAPOR RETARDER (INTERIOR APPLICATIONS ONLY)

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SUBGRADE

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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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1 AMENDMENT 001 JAN 2023 AMENDMENT 001 JAN 2023 JAN 2023

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Sheets and Views
C-304

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