C-306 - Civil Details_Amendment 001.pdf
PDF 2 MB Posted
- Solicitation number
- W50SC2-23-R-0001
- Issued by
-
Department of the Army National Guard
About this file
This document includes a solicitation for construction services and related civil drawings. The solicitation seeks construction of an Aircraft Support Equipment and Vehicle Maintenance Facility at Bradley Air National Guard Base in East Granby, Connecticut. Work will be performed according to the contract, drawings, and technical specifications. 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. The project magnitude is estimated between $10-25 million. A single award contract is contemplated. The solicitation and amendments will be posted on SAM.gov. Instructions for obtaining drawings and specifications are in Section 00100. Funds have not been appropriated yet but are anticipated prior to award, as this project is on the National Guard's priority list. No contract will be awarded without available funds.
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Text version
TIMBER GUARDRAIL
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C-104
C-105
C-200
C-201
SEWER PIPE TRENCH DETAIL
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SEWER PIPE PLUG AT MANHOLE DETAIL
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SEWER PIPE CONNECTION TO EXISTING
STRUCTURE DETAIL
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PRECAST SANITARY SEWER MANHOLE DETAIL
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C-306
STANDARD WATERTIGHT SANITARY MANHOLE
FRAME AND COVER
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JWG
JPP
JPP
03/31/2022
C-306
CIVIL DETAILS
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CIVIL
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4" X 10" PRESSURE TREATED TIMBER RAIL
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10" X 10" PRESSURE TREATED TIMBER POST
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GROUND LINE
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%%UFRONT VIEW
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%%USIDE VIEW
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%%UTOP VIEW
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34" GALV. CARRIAGE BOLT
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TURF AREAS
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PAVED AREAS
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CRUSHED AGGREGATE BASE COURSE
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HMA PAVEMENT
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UNDER PAVEMENT AND BASED ON PIPE DEPTH: SUBBASE COURSE OR BACKFILL
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SUITABLE UNDISTURBED MATERIAL
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SAND PLACED IN 12" LAYERS
AutoCAD SHX Text "SUITABLE COMPACTABLE" BACKFILL MATERIAL COMPACTED TO 95%. MAY BE OBTAINED FROM THE PROJECT EXCAVATIONS.
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6" MIN. TOPSOIL
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SEED AND MULCH
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6" WIDE UNDERGROUND WARNING TAPE (NON-DETECTABLE)
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6" DIA. SEWER PIPE
AutoCAD SHX Text GEOTEXTILE FABRIC WRAPPED AROUND CRUSHED STONE BEDDING W/ 12" MIN. OVERLAP IN ALL DIRECTIONS
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CRUSHED STONE TO SPRINGLINE OR TOP OF PIPE
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SEWER BRICK AND MORTAR (SEE NOTES)
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EXISTING MANHOLE WALL
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INSIDE OF MANHOLE
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1. MIN. 6" THICKNESS FOR PIPE SIZES 4" THROUGH 10". MIN. 6" THICKNESS FOR PIPE SIZES 4" THROUGH 10". 2. MIN. 8" THICKNESS FOR PIPE SIZES 12" AND 15". MIN. 8" THICKNESS FOR PIPE SIZES 12" AND 15". 3. MIN. 12" THICKNESS FOR PIPE SIZES 15" AND GREATER. MIN. 12" THICKNESS FOR PIPE SIZES 15" AND GREATER. 4. SEWER PIPE 36" OR GREATER MAY UTILIZE CONCRETE SEWER PIPE 36" OR GREATER MAY UTILIZE CONCRETE BLOCK INSTEAD OF SEWER BRICK.
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%%UNOTES
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POURED OR HAND PACKED NON-SHRINK GROUT
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CONCRETE ENCASED TO 12" EACH SIDE OF PIPE
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PIPE
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MANHOLE WATER STOP GASKET AND CLAMP (SS) ASSEMBLY
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INSIDE FACE OF STRUCTURE
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CORED OPENING
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1. FORM CONCRETE ENCASEMENT ON UNDISTURBED FORM CONCRETE ENCASEMENT ON UNDISTURBED MATERIAL OR STRUCTURALLY FIRM FOUNDATION. 2. PROVIDE WATER STOP WITH STAINLESS STEEL CLAMP PROVIDE WATER STOP WITH STAINLESS STEEL CLAMP AROUND NEW PIPE FOR SANITARY SEWER FLOWS. 3. REWORK EXISTING MANHOLE INVERT TO ACCOMMODATE REWORK EXISTING MANHOLE INVERT TO ACCOMMODATE NEW FLOWS, IF NECESSARY.
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%%UNOTES
AutoCAD SHX Text NOTES: 1. STANDARD MDC TYPE II PRECAST CONCRETE MANHOLE. STANDARD MDC TYPE II PRECAST CONCRETE MANHOLE. 2. PIPE CONNECTION TO MANHOLE SHALL BE WATERTIGHT CONNECTION PIPE CONNECTION TO MANHOLE SHALL BE WATERTIGHT CONNECTION CAST-IN-PLACE RESILIENT RUBBER GASKET OR RUBBER BOOT IN STAINLESS STEEL BANDS. ANNULAR SPACE AROUND PIPE SHALL BE FILLED WITH GROUT FROM INTERIOR OF STRUCTURE.
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1 AMENDMENT 001 JAN 2023 AMENDMENT 001 JAN 2023 JAN 2023
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| C-306 |
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