C-102_Add03.pdf
PDF 709 KB Posted
- Attached to
- F-35 Alter Hangar 406
- Solicitation number
- W50S9F-21-B-0001
- Issued by
-
Department of the Army National Guard
About this file
This solicitation is for a firm fixed-price construction contract to alter an F-35 Aircraft Hangar at Dane County Regional Airport - Truax Field in Madison, Wisconsin. The project seeks to demolish and reconfigure 19,913 square feet of existing hangar shop space for F-35 aircraft maintenance operations, including lavatories, offices, break rooms, and repair shops. An additional 19,803 square feet of hangar space will be modified to accommodate F-35 aircraft, including modifications to the high expansion foam fire suppression system, aircraft make-up power and air systems, and lightning protection. The work also includes mechanical, plumbing, electrical, and communications systems installation. Strict adherence to construction plans and specifications is required to ensure compliance with F-35 facility requirements. The contract includes two option items for additional work. The solicitation closing date is March 8, 2021, with award to the responsive and responsible lowest bidder. The Department of the Army National Guard is the issuing agency.
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Text version
EGRESS
WORKSHOP
EGRESS
SUPERVISOR
COMPOSITE
MAINTENANCE
HANGAR BAY
EGRESS
STORAGE
MA8
MA8
MA8
23'-1" to structure
S V
S V
S V
CO
S
S
S
S V
S S S
CONCRETE
B
B
S
TRENCH DRAIN
EXISTING
ASPHALT
ASPHALT
ASPHALT
EXISTING
CONCRETE
60'
46'
ISOLATION FILLER
AROUND VALVE BOX
D
X
X
X
X
D D D D D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
C C C C C
C
C
C
C
C
C C C C
C C C C
C C C C
C C C C
C C C C
E E E E EE
E E E E E E
E E E E
A
A
A
A
A
AA
A
A
A
A
A
EXISTING
ASPHALT
REINFORCEMENT IN
SLABS
SHEET CONTENTS
DO NOT SCALE DRAWINGS
ISSUED
SHEET NO.
NOT FOR CONSTRUCTION
3141300-190289.01
SHEET CONTENTS
DO NOT SCALE DRAWINGS
ANG NO:
M&H NO.:
DATE:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ISSUED
SHEET NO.
© Copyright 2020
This document, or any portion thereof, shall not be duplicated, disclosed, or used on any other project or extension of this project except by written agreement with Mead &
Hunt, Inc. Mead & Hunt shall not be responsible for any unauthorized use of, or alteration to these documents.
2440 Deming Way
Middleton, WI 53562 phone: 608-273-6380 meadhunt.com
Mead & Hunt, Inc.
07/31/20 TYPE B3 FINAL
M A
D I S
O N
W
I
T R
U A
X
F
I E
L D
A
N G
B
F
A
L T
E R
B
U I L
D I N
G
NOT FOR CONSTRUCTION
JULY 31, 2020
XGFG182008
3 03/08/21 ADDENDUM - 03
00 5 10
C-102
CONCRETE JOINTING
PLAN
XXX
CAJ
KSD
TRUE
NORTH
X = DOWELED CONTRACTION JOINTS
= DOWELED CONSTRUCTION JOINTS
= EXPANSION JOINTS
C
E
JOINTING PLAN NOTES:
PROPOSED LEGEND:
REMOVE GATE
REMOVE WATER
REMOVE SANITARY
REMOVE
SAW CUT PAVEMENT
ASPHALT REMOVAL
CONCRETE REMOVAL
GENERAL REMOVAL
//FNC//
//W//
//SS//
XXXXXXXXXXXXXXXXXXX
FLOW DIRECTION
EXISTING CONTOUR LINES
PROPOSED CONTOUR LINES
GRADING LIMITS
FINISHED / PROPOSED SPOT ELEVATION
FINISHED / PROPOSED SLOPE
xxx.x xxx.x xxx(.xx) xxx(.xx)
2%
3:1
CLEANOUT, SANITARY OR STORM
SANITARY SEWER MANHOLE
STORM SEWER ROUND CATCHBASIN
STORM SEWER SQUARE CATCHBASIN
SANITARY SEWER VALVE
WATER VALVE
SANITARY SEWER
WATER
BOLLARD
HYDRANT
CONCRETE
ASPHALT
CO
S
CB
W V
SS
W
B
STORM SEWER / CULVERT
STORM FLARED END SECTION
STORM SEWER MANHOLE
D
SEE SHEET C504 FOR JOINTING DETAILS
= ASPHALT/CONCRETE JOINTSA
= DOWELED CONSTRUCTION JOINTSD
AutoCAD SHX Text
CB
AutoCAD SHX Text
SV
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