19_ITEM 01.3-5_ADD 02_02700C-402.pdf
PDF 688 KB Posted
- Attached to
- F-35 THREE BAY SPECIALIZED HANGAR Federal contract opportunity
- Solicitation number
- W50S9F-22-B-0001
- Issued by
- Department of the Army National Guard
About this file
This document provides details for an unrestricted invitation for bid for construction services. The 115th Fighter Wing at Dane County Regional Airport intends to issue an IFB for award of a single firm fixed-price contract to construct a new three-bay hangar facility at Truax Field in Madison, Wisconsin compatible with the F-35 mission. Scope of work includes demolishing an existing building and constructing a new 31,000 square foot three bay hangar with aircraft air, power, fire suppression, HVAC and administrative and shop spaces. The contract duration is 550 days from notice to proceed with a project value between $25-100 million. The solicitation includes a base bid for construction and two options. Interested contractors should register in SAM and attend the pre-bid conference and site visit. The bid opening will follow FAR Subpart 14.4 procedures. The NAICS code is 236220 with a $39.5 million size standard.
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Text version
D
SHEET NUMBER:
ISSUE DATE:
SHEET TITLE:
PROJECT NUMBER:
PROJECT INFORMATION:
REVISION HISTORY:
FSB2020-270-00
DATEDESCRIPTION
REVIEWED BY:
DRAWN BY:
DESIGNED BY:
PROJECT MANAGER:
NWC / JBC
F-
-B ay S pe ci al iz ed H an ga r M ad is on , W is co ns in
Ai r N at io na l G ua rd
C
B
A
D
C
B
A
54321
DECEMBER 23, 2021
LDH
Engineering | Planning | Allied Services
Offices Nationwide www.hanson-inc.com
Hanson Professional Services Inc.
1525 S. 6th Street Springfield, IL 62703 phone: 217-788-2450 fax: 217-788-2503
TYPICAL SECTION AND
PAVEMENT DETAILS
HLE
LDH
C-402
ADDENDUM 2 06/08/20221
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TYPICAL APRON SECTION
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1. PROPOSED 12 INCH PCC PAVEMENT PROPOSED 12 INCH PCC PAVEMENT 2. PROPOSED 12 INCH STONE PROPOSED 12 INCH STONE 3. PROPOSED COMPACTED SUBGRADE OR FILL MATERIALPROPOSED COMPACTED SUBGRADE OR FILL MATERIAL
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VARIES
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%%U SIDEWALK/STOOP/MOW STRIP CROSS SECTION DETAIL
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VARIES
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VARIES
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VARIES
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PROPOSED CONCRETE SIDEWALK
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%%UNOTES
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1. JOINTS SHALL BE SPACED AT 6' MAX SPACING OR AS SPECIFIED. JOINTS SHALL BE SPACED AT 6' MAX SPACING OR AS SPECIFIED. 2. JOINTS SHALL BE CONTRACTION JOINTS. EXPANSION JOINTS WITH 1/2" PREFORMED JOINTS SHALL BE CONTRACTION JOINTS. EXPANSION JOINTS WITH 1/2" PREFORMED EXPANSION MATERIAL SHALL BE SPACED AT 36' MAX. INTERVALS. 3. 1/2" PREFORMED JOINT FILLER TO BE USED IN ALL LOCATIONS WHERE 1/2" PREFORMED JOINT FILLER TO BE USED IN ALL LOCATIONS WHERE SIDEWALK IS ADJACENT TO EXISTING PAVEMENT.
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6 INCH AGGREGATE BASE COURSE
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AutoCAD SHX Text POLYETHYLENE OR POLYESTER TAPE (3 MIL. MIN.) OR MARKING TAPE, RUBBER TAPE, 1/8" WIDER THAN WIDTH OF JOINT.
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EXPANSION JOINT
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NEW PCC PAVEMENT
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NEW PCC SIDEWALK
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SEE SEALANT DETAIL 1
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AGGREGATE BASE COURSE
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%%UDETAIL 1 - SEALANT
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1/4" MAX. BELOW PAVEMENT
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1/4" RADIUS OR CHAMFER
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SILICONE SEALANT 1 ± 1/8" DEPTH
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PREFORMED JOINT FILLER, ASTM 1751
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BOND BREAKER
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2.0% AND VARIES
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PAVEMENT SECTION - ASPHALT - AIRSIDE
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1. PROPOSED 2" BITUMINOUS SURFACE COURSE 2. PROPOSED TACK COAT 3. PROPOSED 3" BITUMINOUS BASE COURSE 4. PROPOSED BITUMINOUS PRIME COAT 5. PROPOSED 12" AGGREGATE BASE COURSE 6. PROPOSED COMPACTED SUBGRADE OR FILL MATERIAL
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2.0% AND VARIES
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PAVEMENT SECTION - ASPHALT - LANDSIDE
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1. PROPOSED 2" BITUMINOUS SURFACE COURSE 2. PROPOSED TACK COAT 3. PROPOSED 2" BITUMINOUS BASE COURSE 4. PROPOSED BITUMINOUS PRIME COAT 5. PROPOSED 12" AGGREGATE BASE COURSE 6. PROPOSED COMPACTED SUBGRADE OR FILL MATERIAL
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EXISTING MITCHELL STREET PAVEMENT SECTION
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1. 4" ASPHALT PAVEMENT 4" ASPHALT PAVEMENT 2. 15" AGGREGATE BASE COURSE15" AGGREGATE BASE COURSE
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EXISTING BID OPTION 2 ASPHALT PAVEMENT SECTION
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1. 5" ASPHALT PAVEMENT 5" ASPHALT PAVEMENT 2. 12" AGGREGATE BASE COURSE12" AGGREGATE BASE COURSE
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EXISTING PCC APRON PAVEMENT SECTION
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1. 12" PCC PAVEMENT 12" PCC PAVEMENT 2. 12" AGGREGATE BASE COURSE12" AGGREGATE BASE COURSE
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