C-141_Add02.pdf
PDF 2 MB Posted
- Attached to
- F-35 Alter Hangar 406 Federal contract opportunity
- Solicitation number
- W50S9F-21-B-0001
- Issued by
- Department of the Army National Guard
About this file
This federal solicitation seeks competitive bids for construction services to alter an F-35 aircraft hangar at Dane County Regional Airport - Truax Field in Madison, Wisconsin. The project includes demolishing 19,913 square feet of hangar shop space to reconfigure areas for F-35 maintenance operations such as lavatories, offices, break rooms, mechanical spaces, and repair shops for wheel and tire, welding, egress, and structures. An additional 19,803 square feet of hangar space will be modified to accommodate F-35 aircraft, including high expansion foam fire suppression system modifications, aircraft make-up power and air systems, and lightning protection. The solicitation will result in a single firm fixed-price construction contract valued between $10-25 million. The North American Industry Classification code is 236220 with a size standard of $39.5 million average annual revenue. The contract duration is 365 days from notice to proceed. Bids are due by 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
6" VCP SW=852.99
6" VCP SE=852.99
S
D
D
S
B
B
B
S S
S
S
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
D
S
C
B
D
S
D
B
B
D
S
D
S
18" SS
B406 OPERATIONS
FFE=858.8
S
C
O
B
B
B
B
B
C B
63'
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
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S V
W
S S
SS
SS
S V
CO
CO
W
W
W
W
W
W
W
W
W
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W
W
W
W
W
C O
B
B
B
B
S
SS
W
S
S
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SS
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S
B
S V
B
B
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S S S
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W V
REPLACE 6"
WATER LATERAL
12" AUTOMATED VALVES AND 12"
PIPING AT A 1% SLOPE OR
GREATER TO HOLDING TANK.
(SEE ELECTRICAL SHEET E-101)
(ADDITIVE BID ITEM 2A)
UNDERGROUND FIRE
FOAM HOLDING TANK
SEE DETAIL 2 ON SHEET
C501
INSTALL OIL \ WATER SEPARATOR,
ANCHOR DUE TO GROUNDWATER BUOYANCY
(SEE DETAIL 1 ON SHEET C501)
6" SANITARY LATERAL
INVERT = 854.47 AT THE WALL
WALL MOUNTED CONTROL
PANEL FOR AUTOMATED
VALVES (SEE ELECTRICAL SHEET 101)
CLEANOUT
CLEANOUT
4" AUTOMATED VALVE
(SEE ELECTRICAL SHEET
101)
PROJECT LIMIT
FOR BUILDING
ADD WATER LINE UP TO 45 LF 6" WATER
FROM HYDRANT TO LIMITS OF PAVEMENT
REPAIR AND CAP. EXTENSION WILL BE
CONSTRUCTED IN FUTURE PROJECT,
XGFG192005. CONTRACTOR SHALL
SURVEY LOCATION OF CAP AND PROVIDE
TO BASE AND ENGINEER FOR AS BUILT
RECORDS.
ADD WATER LINE UP TO 56 LF 6" WATER
FROM HYDRANT TO LIMITS OF
PAVEMENT REPAIR AND CAP.
EXTENSION WILL BE CONSTRUCTED IN
FUTURE PROJECT, XGFG192005.
CONTRACTOR SHALL SURVEY
LOCATION OF CAP AND PROVIDE TO
BASE AND ENGINEER FOR AS BUILT
RECORDS.
HS20 RATED WATERTIGHT
MANHOLE COVERS
12" SANITARY INLET
W/ 6" PVC OUTLET
PIPE 1' ABOVE GRADE
6" VENT
INSTALL 4" PVC SDR 35
AUTOMATED PUMP
(SEE ELECTRICAL
SHEET 101)
WALL MOUNTED CONTROL PANEL FOR TANK
PUMP (SEE ELECTRICAL SHEET 101)
2.5" WATER LATERAL
ADD VALVE FOR
BUILDING LATERALS
LIFT STATION MANHOLE
WITH EXPLOSION
PROOF PUMP (SEE DETAIL 3
ON SHEET 501)
RIM=857.92
INV EL=850.41
VALVE MANHOLE
RIM = 858.26
INV EL=850.82
CONNECT TO EXISTING MANHOLE
INV EL W = 853.54
EX INV EL= 852.54
6" AUTOMATED VALVE
(SEE ELECTRICAL SHEET 101)
(ADDITIVE BID ITEM 2B)
SANITARY SEWER CONNECTION,
LIFT STATION, AND VALVE
MAN HOLE CONNECTING THE TANK
TO THE EXISTING SANITARY SEWER
PIPING FROM LIFT STATION TO
EXISTING SANITARY MANHOLE
WALL MOUNTED CONTROL PANEL
FOR LIFT STATION (SEE ELECTRICAL
SHEET 101)
6" PVC PIPING OUTLET
6" VENT PIPING OUTLET
HYDRANT
HYDRANT
HYDRANT
HYDRANT
F.E.
F.E.
TRANS
B
BB
B
W
V
W
V
W
V
ADJUST CATCHBASIN RIM
RIM = 857.99
EX. RIM = 857.34
ADJUST RIM
RIM = 859.30
EX. RIM = 859.01
ADJUST RIM
RIM = 857.77
EX. RIM = 857.69
INSTALL 6" PVC SDR 26 LATERAL,
MATCH EXISTING INVERT AT MANHOLE,
CONNECT TO NEW PIPE FROM BUILDING,
0.4% MINIMUM SLOPE
REPLACE WITH
CATCHBASIN
GRATE COVER
ADJUST MANHOLE RIM
RIM = 858.30
EX. RIM = 857.79
6" INV SW= 852.99
6" INV NE = 852.99
6" INV SE= 852.99
32 LF 6" WATER
10 LF 6" WATER
SHEET CONTENTS
DO NOT SCALE DRAWINGS
ISSUED
SHEET NO.
KSF
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
2 03/03/21 ADDENDUM - 02
00 20 40
C-141
SITE UTILITIES PLAN
SITE UTILITY PLAN NOTES:
1. EXISTING UTILITIES WERE IDENTIFIED FROM THE OWNER'S UITILITY BASE MAP,
PREVIOUS CONSTRUCTION PLANS, AND LIMITED SITE OBSERVATIONS. ALL
UTILITY LOCATIONS SHALL BE CONFIRMED BY THE CONTRACTOR.
2. SHEETING AND / OR SHORING WILL BE REQUIRED FOR NEW HOLDING TANK AND
OIL/WATER SEPARATOR. GROUNDWATER REMOVAL WILL BE REQUIRED. THE
CONTRACTOR SHALL PROVIDE A SOIL SUPPORT AND GROUNDWATER REMOVAL
PLAN FOR APPROVAL PRIOR TO INSTALLATION.
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
SD
D
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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