C-121_Add03.pdf
PDF 2 MB 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 package describes an upcoming federal contract opportunity to alter an F-35 aircraft hangar at Dane County Regional Airport - Truax Field in Madison, Wisconsin. The project involves demolishing approximately 19,913 square feet of existing hangar shop space and reconfiguring the area for F-35 aircraft maintenance operations, including new lavatories, offices, break rooms, and mechanical and repair shops. An additional 19,803 square feet of existing hangar space will be modified to accommodate F-35 aircraft, with modifications to fire suppression, aircraft power and air systems, and lightning protection. The solicitation will be issued as a single firm fixed-price construction contract, including two options related to fire protection runoff storage and slab infill. Interested contractors must register in the System for Award Management and attend a mandatory pre-bid conference on February 16, 2021 to be eligible to respond. Bids are due by March 8, 2021. The contract is valued between $10-25 million and has a one year period of performance. The soliciting agency is the Department of the Army National Guard.
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Text version
6" VCP SW=852.99
6" VCP SE=852.99
D
D
B
B
B
D
D
S
D
S
D
S
C
B
G
V
C
B
D
S
D
D
E
S
P
T
R
A
N
S
B
B
E
S
P
W
D
S
W
C
B
D
D
B
B
D
S
D
S
B406 OPERATIONS
FFE=858.8
B
B
B
B
B
WELDING
EGRESS
WORKSHOP
EGRESS
SUPERVISOR
CORRIDOR
STRUCTURES
WORKSHOP
COMM
ELECTRIC
STRUCTURES
SUPERVISOR
METALS TECH
SUPERVISOR
HALL
METALS/
STRUCTURES
WORK ROOM
C O
R R
I D
O R
W&T
SUPERVISOR
MECHANICAL
WHEEL &
TIRE
WORKSHOP
FIRST
SERGEANT
RECEPTION/
OPEN OFFICE
SQUADRON
COMMANDER
TRAINING ROOM
BREAK ROOM
CORRIDOR
MEN'S
LOCKER
ROOM
MEN'S TOILET
STORAGE
CHIEFS'
OFFICE
EF LEAD
CMF
LEAD
CHIEFS'
OFFICE
JANITOR
MOTHER'S
ROOM
MECHANICAL
STORAGE
STORAGE
STORAGE
WOMEN'S
TOILET
WOMEN'S LOCKER
ROOM
CORRIDOR
DEPUTY
COMMANDER
COMPOSITE
MAINTENANCE
HANGAR BAY
VEST.
HALLWAY
HEF ROOM
EGRESS
STORAGE
METAL TECH
WORKSHOP
SA3
SA3
SA3
SA3
FC3
SA3SA3
FC3
SA3
SA3SA3
SA3
SA3
SA3
SA3
FC3
FC3
FC3
FC3
FC3
FC3FC3
SA3
SA3
FC3FC3
FC3
MA8MA8
FC3
FC3
FC3FC3
FC3
FC3
FC3 MA8MA8
MA8
MA8
MA8
MA8MA8
MA8
MA8 MA8
MA8
MA8
MA8
MA8
MA8MA8
MA8
MA8
MA8
MA8
FC3
23'-1" to structure
Approx. 24'-9" to structure
S V
S V
S V
CO
CO
C O
B
B
B
B
S
S
S
B
S V
B
B
B
S S S
S
B
B
B
W V
W V
EXISTING
CONCRETE
EXISTING
CONCRETE
EXISTING TURF
EXISTING TURF
EXISTING TURF
EXISTING SIDEWALK
EXISTING SIDEWALK
EXISTING SIDEWALK
EXISTING
ASPHALT
EXISTING
ASPHALT
EXISTING
ASPHALT
EXISTING
ASPHALT
PROJECT LIMIT
FOR BUILDING 406
EXISTING
PATIO
.0
.5
NEW SIDEWALK
NEW
RAMP
NEW
RAMP
NEW
RAMP
C O
N C
R E
T E
A P
R O
N
S
L A
B
858.28
858.76
858.80
858.80
858.80
859.01
859.01
858.37
858.33
858.17
859.79 859.52
859.52
859.79
859.83
859.82
858.03
858.03
857.99
-2.97%
-1.32%
-0.64%
858.41
858.69
858.69
858.04
859.01
858.47
859.01
-2 .0
-0.29%
-1 .9
-11.84%
-1.66%
-0.83%
858.80
858.80
858.80
858.80
858.80
858.80
858.80
858.80
858.80
858.80
858.80
858.80
859.30
859.30
859.30
859.30
857.77
857.77
857.77
857.77
857.69
857.55
857.75
858.04
858.04
857.89
859.05
857.99
857.98
859.05
857.91
857.92
859.05
859.05 857.95
857.90
858.80
858.80
858.80
858.80
858.00
857.93
857.92
.0
858.0
859.0
858.5
859.05
859.05
858.00
858.56
858.56
858.21
858.20
858.69
858.65
857.99
857.99858.06
858.11
858.20
.0
TYPE D INLET PROTECTION
(SEE DETAIL 12 ON SHEET C502)
C O
N C
R E
T E
A P
R O
N
S
L A
B
TYPE D INLET PROTECTION
(SEE DETAIL 12 ON SHEET C502)
INLET PROTECTION, SEE
SHEET C502 FOR DETAILS. IF
SOLID MANHOLE LID USE
DETAIL 11. IF GRATED
MANHOLE LID USE DETAIL 12.
RESTORATION
AREA
F.E.
F.E.
VEST
BREAK ROOM
VEST
COMM
ELEC
MECH
MA8
A-301
TRANS
B
B
B
B
2"
P
O
S
T
B B
T
P
E
D
C
O
S
MH SAN
RIM = -0.13
B
B
B
C
G
M
C
O
B
G
N
D
G
M
C B
S
Q
U
A
R
E
I
N
L
E
T
R
M
S
H
S
A
N
R
858.5
RESTORATION
AREA
RESTORATION
AREA
RESTORATION
AREA
SHEET CONTENTS
DO NOT SCALE DRAWINGS
ISSUED
SHEET NO.
KSD
KSD
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 20 40
C-121
SITE GRADING AND
EROSION CONTROL
PLAN
KSF
TRUE
NORTH
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
NOTES:
1. AREAS LISTED AS "RESTORATION AREA" SHALL
INCLUDE TOPSOIL AND SEEDING. TACKIFIER
SHALL BE USED FOR EROSION CONTROL. REFER
TO SPECIFICATION SECTION 32 92 19.
AutoCAD SHX Text
6' X 10' SAFETY LOOP EXAMPLE FOR BEAM
AutoCAD SHX Text
6' X 10' SAFETY LOOP EXAMPLE FOR BEAM
AutoCAD SHX Text
B406 OPERATIONS FFE=858.8
AutoCAD SHX Text
CB
AutoCAD SHX Text
SV
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