20100823 AB1141 091085-A1.pdf
PDF 209 KB Posted
- Attached to
- Restore CEMIRT Parking Area Federal contract opportunity
- Solicitation number
- FA481921R0023
About this file
This document provides details for a federal construction contract opportunity to restore a parking area at Tyndall Air Force Base in Florida. The single award, firm-fixed price contract will require the contractor to complete tasks defined in the Statement of Work to repair select pavements. This includes adhering to various construction codes and regulations. The North American Industry Classification System code of 238990 applies, with a size standard of $16.5 million. The solicitation will utilize the Lowest Price Technically Acceptable source selection procedure and be set aside for Service-Disabled Veteran-Owned Small Businesses. The period of performance is 365 calendar days after notice to proceed. A pre-solicitation site visit will be held in June 2021 and the full solicitation will be available on beta.SAM.gov thereafter. Interested parties should monitor the site for additional details and amendments.
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Text version
15'-0"
'-0
24'-0" 264'-11" 290'-0"
'-0
'-0
'-8
1'-1"
4"-6" MIN
" M
IN
2'-0"
'-8
7 1/2" 6 1/2"
/3
TYNDALL A.F.B., FL. 32403
325th CIVIL ENGINEERING SQUADRON
Task Order No.
SHEET:
PROJ. NO.
SCALE:
DATE:
Sheet Title
DRAWN BY:
DESIGNED BY:
TYNDALL A.F.B., FL. 32403
MTNT/MPI Job No.
S-1
CONSTRUCT MAAS
STORAGE PAD
CEMERT
0002SLAB PLAN & DETAILS
A. WHITTEMORE
A. KRINER
14 AUG 09
3/32"=1'-0"
09-1085
5 6
A APPROVED PER CE 18 FEB 10 AAK
B AS BUILTS 16 AUG 10 AAK
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#3 REBAR @ 18" O.C. EACH WAY
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CONCRETE SLAB OVER
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6" 3000 PSI. FIBER MESH
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COMPACTED FILL
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SAW CUT CONTROL JOINT
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EXISTING SLAB
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SEE TRENCH DRAIN DETAIL
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EXISTING SOIL
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CONCRETE
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SEE NOTE 2
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SEE NOTE 4
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NOTES:
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1. It is necessary to ensure the minimum dimensions shown are suitable for the existing ground conditions.
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2. A minimum concrete strength of 3000 PSI is recommended. The concrete should be vibrated to eliminate air pockets.
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3. Expansion and crack control joints are recommended to protect the channel and the concrete surround.
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4. The finished level of the concrete surround must be approx. 1/8" above the top of the channel edge.
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5. Refer to ACO'S latest installation instructions for complete details.
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EXISTING SLAB
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COMPACTED FILL
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TRENCH DRAIN DETAIL
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WIDE
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6" THICK CONC.
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SLAB
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SAW CUT CONTROL JOINT
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DEPTH
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SAW CUT
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FOR CONSTRUCTION
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%%U SLAB PLAN
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SCALE: 3/32"=1'-0"
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FOR CONSTRUCTION
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OF
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NO.
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REVISION
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DATE
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BY
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SHT. REF. NO.
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