12_ITEM 01.3-2_ADD 04_02700C-401.pdf
PDF 1 MB 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 solicitation seeks a contractor to construct a new three-bay hangar at Dane County Regional Airport - Truax Field in Madison, Wisconsin to support F-35 mission operations for the 115th Fighter Wing. Scope of work includes demolishing an existing building and constructing a 31,000 square foot hangar with three bays, associated shop and administrative spaces, HVAC, electrical, fire suppression and security systems. The solicitation includes a base bid for construction and two options for additional spaces. The contract duration is 550 days from notice to proceed. The estimated value is between $25-100 million. The NAICS code is 236220 and bids are due on SAM.gov. The pre-bid conference will be held on-site and brand name justification is included in the solicitation attachments.
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Text version
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PROPOSED PCC
PAVEMENT,
1,468 S.Y.
EXISTING PCC
PAVEMENT
F-35 3-BAY
SPECIALIZED
HANGAR
PROPOSED
AIRSIDE
BITUMINOUS
PAVEMENT (OLI 2),
1413 S.Y.
EXISTING
BITUMINOUS
PAVEMENT
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING PCC
PAVEMENT
PROPOSED LANDSIDE
BITUMINOUS
PAVEMENT, 2,218 S.Y.
PROPOSED MARKING,
80 L.F.
PROPOSED 10' CHAIN
LINK FENCE WITH
VISUAL SLATS, 197 L.F.
PROPOSED DROP BEAM
BARRIER WITH KEYPAD AND
REMOTE ACROSS MITCHELL ST.
PROPOSED
SIDEWALK,
544 S.F.
PROPOSED LANDSIDE
BITUMINOUS PAVEMENT,
(OLI 1), 259 S.Y.
PROPOSED LANDSIDE
BITUMINOUS PAVEMENT, 175 S.Y.
PROPOSED LANDSIDE
BITUMINOUS PAVEMENT, 112 S.Y.
PROPOSED DOUBLE
SWING GATE 20 L.F.
OPENING
INTRUSION DETECTION CABLES
AND GAP SENSORS TO BE
REMOVED AND REPLACED,
SPLICING WILL NOT BE ALLOWED.
WORK TO BE COORDINATED WITH
ADVANTOR.
PROPOSED LANDSIDE
BITUMINOUS PAVEMENT,
143 S.Y.
PROPOSED 10' POST
AND PANEL WALL,
3 - 12' SECTIONS = 36 L.F.
PROPOSED 2' MOW
STRIP, TYP.
5'x5'
STOOP
5'x5'
STOOP
5'x5'
STOOP
PROPOSED
SIDEWALK, 1,087 S.F.
5'x8'
STOOP
(BASE BID)
PROPOSED SIDEWALK
(OLI 1), 141 S.F.
6'-10" x 10'-11"
MECHANICAL
PAD
2' MOW STRIP (BASE
BID), REMOVE FOR OLI 1
2' MOW STRIP (BASE
BID), REMOVE FOR OLI 1
2' MOW STRIP (OLI 1)
PAINT
BOOTH
(O
LI
1)1
4546 47
52 53
58 59 60
77 78
FEDERAL AVIATION
ADMINISTRATION CABLE IN THIS
AREA, APPROXIMATELY 24" DEEP.
THIS CABLE CANNOT BE SPLICED
IF CUT AND WOULD NEED
REPLACED ITS ENTIRE LENGTH.
PROPOSED
LANDSIDE
BITUMINOUS
PAVEMENT (OLI 2),
3,060 S.Y.
0 15' 30' 60' N
EXISTING PROPOSED LEGEND
BITUMINOUS PAVEMENT
PCC PAVEMENT
PCC SIDEWALK
WATER
ELECTRIC
GAS
COMMUNICATION
STORM
FENCE
STORM/SANITARY STRUCTURE
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
PROPOSED PLAN
C-401
LDH
HLE
SS
ADDENDUM 2 06/08/20221
1. OLI - OPTIONAL LINE ITEM
2. THE POST AND PANEL WALL SECTION SHALL BE AS
INDICATED (10' TALL AND 12' WIDE PANELS) WITH DELEGATED
DESIGN TO BE CARRIED OUT BY THE CONTRACTOR UTILIZING
WIND LOADS/PRESSURES AS INDICATED ON SHEET S-001. A
MINIMUM 3" GAP SHALL BE CONSTRUCTED BETWEEN THE
PROPOSED BUILDING AND WALL.
ADDENDUM 3 06/14/20222
ADDENDUM 4 06/28/20223
AutoCAD SHX Text
SEE UTILITY PLAN FOR PROPOSED UTILITY INFORMATION
| Sheets and Views |
| PROPOSED PLAN |
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