C-504_Add03.pdf
PDF 400 KB 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 solicitation seeks 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 and reconfiguring it for F-35 aircraft maintenance operations, including repair shops, offices, and mechanical spaces. An additional 19,803 square feet of hangar space will be modified to accommodate F-35 aircraft and incorporate fire suppression and aircraft systems. Options include a fire protection runoff storage trench and slab infill. Bids are due by March 8, 2021 and will be publicly opened. The contract is valued between $10-25 million and has a one year period of performance upon notice to proceed. The solicitation is designated for the Department of the Army National Guard and adherence to F-35 facility requirements is required.
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Text version
T
T/4
1 1/4"
1/4" MIN
SILICON JOINT SEAL
ASTM D5893
ROD BACK-UP
MATERIAL
SAWED JOINT
CONSTRUCTION
JOINT
1/2"
SEALANT 1/8" - 1/4"
BELOW SURFACE
(EXPANSION JOINT
TYPE B)
3/4"
T
1/4" - 1/8"
BELOW
1/8"
3/4" + 1/8"
SILICON JOINT SEAL
ASTM D5893
BOND BREAKER MATERIAL
PREFORMED EXPANSION
JOINT FILLER
*ASTM D-1951 OR 1752)
SECTION
ASPHALT PAVEMENT
CRUSHED AGGREGATE
BASE COURSE
EXISTING ASPHALT PAVEMENT
EXISTING BASE COURSE
SAW CUT, APPLY TACK COAT
NOT TO SCALE
TRANSITION TO EXISTING
ASPHALTIC PAVEMENT DETAIL
SECTION
ASPHALT PAVEMENT
(2-INCH BINDER, 1 1/2-INCH SURFACE)
CRUSHED AGGREGATE BASE COURSE
3 1/2"
8"
SUBGRADE
NOT TO SCALE
ASPHALTIC PAVEMENT
DETAIL
NOT TO SCALE
ASPHALT/CONCRETE
CONSTRUCTION JOINT - TYPE "A"
NOT TO SCALE
ASPHALT/CONCRETE
CONSTRUCTION JOINT - TYPE "A"
3/4" TO 7/8"
5' MIN.
T
T
FIELD MOLDED JOINT
SEALER DETAIL 1
NEW OR EXISTING
CONCRETE
PREFORMED EXPANSION JOINT
FILLER
NEW
CONCRETE
5' MIN.
T
L/2 L/2
COMPRESSION JOINT SEALER DETAIL 2
T/2
T
NOTE: WELDED WIRE
RE-INFORCEMENT
REQUIRED ONLY IN AREAS
SHOWN ON C102
3" MAX.
T/4 + 1"
SMOOTH STEEL DOWELS, DRILLED
INTO SLAB PERPENDICULAR TO
PAVING STRIP
L/2 L/2
COMPRESSION JOINT SEALER DETAIL 2
T/2
SMOOTH STEEL DOWELS,
PLACED PARALLEL TO PAVING
STRIP ON DOWEL BASKETS
T
SEE "DOWEL BASKET
ASSEMBLY" DETAIL
NOTE: WELDED WIRE
RE-INFORCEMENT
REQUIRED ONLY IN AREAS
SHOWN ON C102
3" MAX.
T/4 + 1"
JOINT NOTES:
1. "T" = SLAB THICKNESS, "L" = DOWEL LENGTH
2. "T" = FOR AIRFIELD PAVEMENT = 11.00"
3. "L" = FOR DOWEL LENGTH = 18.00"
4. NO CHANGES IN THE JOINTING PATTERN SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE
CONTRACTING OFFICER AND THE DESIGN ENGINEER.
** MINIMUM STEEL FABRIC SIZES ARE:
W 8 @ 10" C-C EACH WAY.
W 6.5 @ 8" C-C EACH WAY.
W 5 @ 6" C-C EACH WAY.
W 4 @ 4" C-C EACH WAY.
1) MINIMUM PERCENTAGE OF EMBEDDED STEEL TO BE 0.05% OF SLAB CROSS SECTIONAL AREA, OTHER
FABRIC SIZES MAY BE USED UPON APPROVAL OF THE CONTRACTING OFFICER.
2) MESH DEPTH TO BE PLACED AT T/4 + 1" FROM SURFACE IN ALL PANELS AS SHOWN. REINFORCEMENT
TO BE PLACED ON STANDS SUFFICIENT TO MAINTAIN LOCATION DURING CONCRETE PLACEMENT. SEE
SPECIFICATION FOR SECURING MESH IN-PLACE DURING CONCRETE PLACEMENT.
3) FOR 11" P.C.C. USE 1" DIA. X 18" EPOXY COATED DOWELS @ 12" C-C SPACING (OIL PRIOR TO PLACING
CONCRETE)
HEIGHT TO CENTER OF DOWEL SHALL BE T/2.
DISTANCE BETWEEN DOWELS SHALL BE AS
STATED IN THE "JOINT NOTES".
DOWEL NOTES:
1. THE DOWEL BASKET ASSEMBLY SHOWN IS THE MINIMUM REQUIRED. THE REQUIREMENTS FOR THE DOWEL
BASKETS ARE A PERFORMANCE SPECIFICATION AND IT WILL BE REQUIRED THAT THE CONTRACTOR PROVIDE
SUFFICIENT SUPPORT, BRACING AND ANCHORAGE SO THAT THE AS-CONSTRUCTED DOWELS WILL MEET THE
TOLERANCE SPECIFICATIONS. CONTRACTOR SHALL STAKE BASKET ASSEMBLY SUFFICIENT TO PROVIDE
SUFFICIENT STABILITY DURING CONCRETE PLACEMENT FROM POSSIBLE MOVEMENT.
2. DOWELS TO MEET THE REQUIREMENTS STATED WITHIN THE SPECIFICATION. ALL MATERIALS TO BE
PROVIDED SHALL BE SMELTED AND MANUFACTURED IN THE UNITED STATES.
3. DOWELS TO BE EPOXY COATED TO MEET SPECIFICATION REQUIREMENTS.
4. ENDS OF DOWELS TO BE EPOXY COATED LIKE REST OF DOWEL.
5. ENTIRE DOWELS TO BE LUBRICATED IN THE THE FIELD PRIOR TO CONCRETE PLACEMENT UNLESS EPOXIED
INTO EXISTING CONCRETE. AT WHICH POINT CONTRACTOR SHALL LUBRICATE EXPOSED HALF OF DOWEL.
6. DOWEL ASSEMBLY LENGTH AS REQUIRED.
7. CONTRACTOR SHALL SUBMIT PCC PAVING PLAN 10 DAYS PRIOR TO PLACEMENT OF DOWEL BASKET
ASSEMBLIES.
STAKE AS REQUIRED TO PROVIDE
STABILITY. (SEE NOTE 1)
0.306" (MIN.)
DIA. WIRE
0.262" (MIN.) DIA. WIRE (DO NOT CUT)
DOWELS WELDED AT ALTERNATE
ENDS-ONE WELD PER DOWEL
0.306" (MIN) DIA.
WIRE
EPOXY COATED DOWEL
WELDED WIRE REINFORCEMENT
CRUSHED AGGREGATE BASE COURSE
THICKENED BASE COURSE SECTION (10')
FLEX PAV'T DESIGN
PER TYPICAL
SECTIONS
TACK COAT
ASPHALT
T
T
RIGID PAVEMENT DESIGN
PER TYPICAL SECTIONS
THICKENED EDGE
EXPANSION JOINT -
TYPE X
SEAL
JOINT
DOWEL
CRUSHED
AGGREGATE
COMPACT
SUBGRADE (TYP.)
TYPE "A" JOINT
COMPACT
SUBGRADE (TYP.)
1/2" +/- 1/8"
M
I N
M
A X
RECESS = 1/8" MIN.
1/4" MAX.
PAVEMENT SURFACE
ASPHALT
CONCRETE
FIELD MOLDED JOINT SEAL
BACKER MATERIAL
IF REQUIRED
M
I N
BAR LENGTH &
SPACING VARIES
LONGITUDINAL JOINT
TRANSVERSE JOINT
MIN. 0.6 x DOWEL LENGTH
BAR LENGTH &
SPACING VARIES
1/2" +/- 1/8"
M
I N
M
A X
RECESS = 1/8" MIN.
1/4" MAX.
PAVEMENT SURFACE
ASPHALT
ASPHALT
(EXISTING OR
NEW)
FIELD MOLDED JOINT SEAL
BACKER MATERIAL
IF REQUIRED
CENTER ON UNDERLYING
CONCRETE JOINT
INITIAL SAWCUT
NOT TO SCALE
DOWEL BASKET ASSEMBLY
DETAIL
NOT TO SCALE
THICKENED EDGE EXPANSION
JOINT - TYPE "E" DETAIL
NOT TO SCALE
DOWELED CONSTRUCTION
JOINT - TYPE "C" DETAIL
NOT TO SCALE
DOWELED CONTRACTION
JOINT - TYPE "X" DETAIL
NOT TO SCALE
POSITION OF DOWELS AT EDGE
JOINT DETAIL
NOT TO SCALE
ASPHALT CONTROL JOINT
DETAIL
NOT TO SCALE
JOINT SEALER DETAIL 1
NOT TO SCALE
JOINT SEALER DETAIL 2
NEW CONC. EXIST. CONC.
FIELD MOLDED JOINT SEALER DETAIL 1
T/2
NEW JOINT
OIL EXPOSED HALF OF DOWEL
PRIOR TO PLACING
NEW CONCRETE
T T
SMOOTH STEEL DOWELS. DRILL AND EPOXY INTO
EXISTING CONCRETE (OFFSET NEW BARS FROM THE
SAWED END OF THE EXISTING BARS REMAINING IN
CONCRETE NOT REMOVED)
NOT TO SCALE
DOWELED CONSTRUCTION
JOINT - TYPE "D" DETAIL
SHEET CONTENTS
DO NOT SCALE DRAWINGS
ISSUED
SHEET NO.
NOT FOR CONSTRUCTION
3141300-190289.01
C-504
DETAILS
XXX
CAJ
KSD
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
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W
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T R
U A
X
F
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L D
A
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B
F
A
L T
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D I N
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NOT FOR CONSTRUCTION
JULY 31, 2020
XGFG182008
3 03/08/21 ADDENDUM - 03
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