13_ITEM 01.3-3_ADD 04_02700C-601.pdf
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- 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 summarizes an unrestricted invitation for bid to construct a new three-bay specialized hangar facility at Dane County Regional Airport - Truax Field in Madison, Wisconsin. The project scope includes demolishing an existing 19,875 square foot building and constructing a new 31,000 square foot three-bay hangar with associated shop and administrative spaces to support F-35 fuel cell operations, indoor wash requirements, squadron-level surface coating operations, and weapons load training. Work will be performed in accordance with provided design requirements, specifications, and drawings. The base bid is for hangar construction with options to add a paint/mix addition and aircraft-rated pavement. The bid opening will be conducted according to FAR Subpart 14.4 and DFARS Subpart 214.4. The contract duration is 550 days from notice to proceed. Interested contractors must attend a pre-bid conference and site visit and submit bids through the System for Award Management by the specified due date. The estimated value of construction is between $25-100 million.
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Text version
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BUILDING
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BUILDINGS1a
S1
S3
S4
S5
S6c
S8
S7
S16
S13
INTRUSION DETECTION CABLES
AND GAP SENSORS TO BE
REMOVED AND REPLACED,
SPLICING WILL NOT BE ALLOWED.
WORK TO BE COORDINATED WITH
ADVANTOR.
PROPOSED COMMUNICATION LINE PER
BUILDING REQUIREMENTS, 235 L.F.
PROPOSED 3" DOMESTIC WATER
LINE PER BUILDING REQUIREMENTS,
49 L.F.
PROPOSED 12" DUCTILE IRON FIRE
PROTECTION SUPPLY PER BUILDING
REQUIREMENTS, 64 L.F.
PROPOSED 2" NATURAL GAS LINE PER
BUILDING REQUIREMENTS, 111 L.F.
PROPOSED GROUND ROD
(TYP.), 6 EACH
PROPOSED ELECTRICAL,
COORDINATE WITH MADISON
GAS AND ELECTRIC
PROPOSED HYDRANT AND
WATER CONNECTION
PROPOSED HYDRANT
AND WATER
CONNECTION
PROPOSED
HYDRANT AND
WATER CONNECTION
PROPOSED
HYDRANT AND
WATER CONNECTION
S6aS6b
S7a
S7b
S11
S12
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S10b S10c
S10d
PROPOSED ELECTRICAL
TRANSFORMER,
COORDINATE WITH MADISON
GAS AND ELECTRIC
PROPOSED ELECTRICAL
TRANSFORMER,
COORDINATE WITH MADISON
GAS AND ELECTRIC T1a
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T3a
T3b
T4a
T4b
T5
T6a
T6b T7
T9
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T8
S14
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PROPOSED ELECTRIC DROP BEAM
BARRIER (24' CLEAR OPENING) ACROSS
MITCHELL ST.
T1d
T1e
F-35 3-BAY
SPECIALIZED
HANGAR
S17
UPSTREAM JET FUEL
RESISTANT KNIFE GATE VALVE
L1b
L1a
S6d
L2
FEDERAL AVIATION
ADMINISTRATION CABLE IN THIS
AREA, APPROXIMATELY 24" DEEP.
THIS CABLE CANNOT BE SPLICED
IF CUT AND WOULD NEED
REPLACED ITS ENTIRE LENGTH.
ADDITIONAL PAVEMENT TO BE
REMOVED FOR UTILITY
REMOVAL OR INSTALLATION
SHALL BE REPLACED IN KIND.
T1b
"L" DRAINAGE
STRUCTURES ARE
ASSOCIATED WITH OLI
AWARD, SEE SCHEDULE
T4c
T4d
HYDRANT TO
BE 30" MAX
PROPOSED HYDRANT AND
WATER CONNECTION
FIRE DEPARTMENT
CONNECTION
POST INDICATOR VALVE
WITH TAMPER SWITCH
3/4" CONDUIT FOR TAMPER
SWITCH SIGNAL WIRING 2 - 1" CONDUITS FROM ELECTRICAL
ROOM TO DROP BEAM BARRIER
DOWNSTREAM JET FUEL
RESISTANT KNIFE GATE VALVE
0 15' 30' 60'
N
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
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B
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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
UTILITY PLAN
C-601
LDH
HLE
EXISTING PROPOSED LEGEND
WATER
ELECTRIC
GAS
COMMUNICATION
STORM
SANITARY
STORM/SANITARY STRUCTURE
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ADDENDUM 3
1 06/14/2022
ADDENDUM 42 06/28/2022
AutoCAD SHX Text NOTES: 1. FOR ADDITIONAL INFORMATION SEE UTILITY DETAIL SHEETS. FOR ADDITIONAL INFORMATION SEE UTILITY DETAIL SHEETS. 2. ALL WORK PERFORMED SHALL BE IN CONFORMANCE WITH APPLICABLE UFCS, LOCAL UTILITY CODES AND WIDOT ALL WORK PERFORMED SHALL BE IN CONFORMANCE WITH APPLICABLE UFCS, LOCAL UTILITY CODES AND WIDOT REQUIREMENTS. 3. THE DROP BEAM CRASH BARRIER SHALL BE INCLUDED ON THE DEPARTMENT OF DEFENSE ANTI-RAM VEHICLE THE DROP BEAM CRASH BARRIER SHALL BE INCLUDED ON THE DEPARTMENT OF DEFENSE ANTI-RAM VEHICLE BARRIER LIST. THE SYSTEM SHALL BE ELECTRIC AND HAVE REMOTE AND KEY PAD ACCESS FOR TRAFFIC FROM THE EAST. FOR TRAFFIC ACCESS FROM THE WEST A DETECTOR LOOP SHOULD BE PROVIDED TO AUTOMATICALLY RAISE THE BARRIER ARM. 4. THE GAS LINE WILL NEED TO ACCOMMODATE 5 PSI PRESSURE AND 5,808 MBH LOAD. A 5M ROTARY METER PER THE GAS LINE WILL NEED TO ACCOMMODATE 5 PSI PRESSURE AND 5,808 MBH LOAD. A 5M ROTARY METER PER MG&E SPECIFICATION WILL BE REQUIRED. 5. THE KNIFE GATE VALVES SHALL BE JET FUEL RESISTANT. THE KNIFE GATE VALVES SHALL BE JET FUEL RESISTANT. 5.1. THE UPSTREAM VALVE SHALL HAVE A MANUAL SHUT OFF WITH POSITION MONITORING SYSTEM CONNECTED TO THE UPSTREAM VALVE SHALL HAVE A MANUAL SHUT OFF WITH POSITION MONITORING SYSTEM CONNECTED TO CONTAINMENT SYSTEM CONTROL PANEL. 5.2. THE DOWNSTREAM VALVE HALL HAVE A MANUAL, REMOTE SHUT OFF, TO BE ACTIVATED IN CASE OF FUEL SPILL, THE DOWNSTREAM VALVE HALL HAVE A MANUAL, REMOTE SHUT OFF, TO BE ACTIVATED IN CASE OF FUEL SPILL, WITH POSITION MONITORING SYSTEM CONNECTED TO CONTAINMENT SYSTEM CONTROL PANEL. 6. INSTALL, FLUSH AND TEST DOMESTIC WATER/FIRE SERVICE LINE PER NFPA 24. ALSO FLUSH PER NFPA 20 AT INSTALL, FLUSH AND TEST DOMESTIC WATER/FIRE SERVICE LINE PER NFPA 24. ALSO FLUSH PER NFPA 20 AT 3,000 GPM WITHOUT THE USE OF THE FIRE PUMP. 225 PSI TEST PRESSURE FLUSH AT 10 FPS PER NFPA 24. TRANSITION TO 12" WELDED STAINLESS LEAD IN AT 5' OUTSIDE FIRE PROTECTION ROOM. MINIMUM DEPTH OF BURY IS 82" BELOW GRADE 7. THE LOCATION, TYPE AND SIZE OF EXISTING UNDERGROUND AND/OR ABOVE GROUND UTILITIES ARE APPROXIMATE. THE LOCATION, TYPE AND SIZE OF EXISTING UNDERGROUND AND/OR ABOVE GROUND UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE RESPECTIVE UTILITIES TO BE LOCATED PRIOR TO CONSTRUCTION. IN THE EVENT OF AN UNEXPECTED UTILITY INTERFERENCE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY, THE ARCHITECT, AND THE OWNER'S REPRESENTATIVE. ANY DAMAGE TO A SERVICE OR MAIN SHALL BE RESTORED AT ONCE AT NO ADDITIONAL COST TO THE CONTRACT. 8. ANY CONFLICTS WITH PROPOSED CONSTRUCTION AND UTILITIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION ANY CONFLICTS WITH PROPOSED CONSTRUCTION AND UTILITIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 9. WARNING TAPES SHALL BE PLACED ABOVE UTILITIES 1 FOOT BELOW GRADE. WARNING TAPES SHALL BE PLACED ABOVE UTILITIES 1 FOOT BELOW GRADE. 10. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, UNLESS NOTED OTHERWISE, INCLUDING THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, UNLESS NOTED OTHERWISE, INCLUDING PROVIDING ANY FINANCIAL SURETIES REQUIRED AS PART OF ANY PERMIT. 11. UTILITIES SHALL BE FURNISHED BY THE UTILITY PROVIDER, BUT INSTALLED BY THE GENERAL CONTRACTOR. UTILITIES SHALL BE FURNISHED BY THE UTILITY PROVIDER, BUT INSTALLED BY THE GENERAL CONTRACTOR. 12. EACH HYDRANT LOCATION SHALL HAVE 4 BOLLARDS, SEE DETAIL.EACH HYDRANT LOCATION SHALL HAVE 4 BOLLARDS, SEE DETAIL.
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