Attach_11_MUHJ_03-4247_Final_Drawings_-_13Mar17.pdf
PDF 8 MB Posted
- Attached to
- Repair East Apron Federal contract opportunity
- Solicitation number
- FA4800-17-B-0001
About this file
Attachment 11 - Drawings
View the file
Other files for this federal contract opportunity
Show all 35
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
C O
V E
R S
H E
E T
857B
882B
532A
989A
688A
815A
535A
537A
830A
840A
826B
835B
527A
960B
957A
512B
820B
816A
445B
583A
969B
974A
845A
690B
827A
995B
530A
991A
504A
881B
852B
874A
534B
988B
536A
513A
512A
502B
461B 551A
842A
539A
826A
504B
819A
809A
527B
645A
882A
431B
462B
819B
983A
452A
980A
827B
985B
849A
505B
531A
878A
951B
971B
426A
525B
507B
533B
873B
805A
456A
430B
825A
539B
502A
816B
957B
526A
849B
510A
456B
538A
986A
838B
435A
852A
458A
833A
969A
551B
988A
537B
956B
875B
825B
505A
449B
453A
691B
989B
991B
542A
460B
821B
850A
455A
854B
542B
976B
535B
453B
987A
829B
875A
462A
878B
423B
428A
960A
985A
508A
856B
10611061
428B
808B
821A
689A
689B
840B
843B
980B
436A
524B
829A
807B
648B
449A
820A
857A
983B
833B
525A
446A
807A
530B
982A
818B
876B
536B
648A
823B
458B
823A
987B
982B
848A
831A
838A
454B
436B
538B
950B
423A
809B
532B
526B
951A
845B
856A
976A
446B
956A
541A
691A
804B
430A
429A
974B
533A
874B
454A
830B
843A
975A
541B
435B
950A
450A
995A
450B
975B
835A
445A
461A
513B
997A
455B
986B
690A
429B
854A
805B
997B
873A
460A
534A
971A
431A
818A
806B
842B
806A
524A
815B
452B
531B
881A
508B
808A
507A
876A
426B
850B
688B
804A
510B
831B
848B
E
A
S
T
W
E
S
T
R
U
N
W
A
Y
WEOR
WEST END
of RWY
HOT
RADAR
PAD
TAXIWAY I
TAXIWAY J
S
O
U
H
A
M
P
WEST AIRCRAFT PARKING APRON
C
L
O
S
E
D
T
A
X
I
W
Y
TAXIWAY B
T
A
X
I
W
T
A
X
I
W
EEOR
EAST END
of RWY
T
A
X
I
W
D
N
O
R
M
P
T
A
X
I W
E
EAST AIRCRAFT PARKING APRON
T
A
X
I
W
G
A
X
I
W
F
X
O
V
E
R
R
U
N
X
O
V
E
R
R
U
N
PROJECT
LOCATION
E A
S T
A P
R O
N R
E P
A
IR
D E
P A
R T
M E
N T
O F T
H E
A
IR
F O
R C
E
A
IR
C O
M B
A T
C O
M M
A N
D
L A
N G
L E
Y A
F B
V A
C
IV
IL
E
N G
IN
E
E R
IN
G
O F F
IC
C-100
S T
A P
R O
N R
E P
A
IR
D E
P A
R T
M E
N T
O F T
H E
A
IR
F O
R C
E
A
IR
C O
M B
A T
C O
M M
A N
D
L A
N G
L E
Y A
F B
V A
C
IV
IL
E
N G
IN
E
E R
IN
G
O F F
IC
E
C-101
G E
N E
R A
L N
O T
S T
A P
R O
N R
E P
A
IR
D E
P A
R T
M E
N T
O F T
H E
A
IR
F O
R C
E
A
IR
C O
M B
A T
C O
M M
A N
D
L A
N G
L E
Y A
F B
V A
C
IV
IL
E
N G
IN
E
E R
IN
G
O F F
IC
E
N
O
R
T
H
S U
R V
E Y
A N
D E
X
IS
T
IN
G C
O N
D
IT
IO
N
C-103
S T
A P
R O
N R
E P
A
IR
D E
P A
R T
M E
N T
O F T
H E
A
IR
F O
R C
E
A
IR
C O
M B
A T
C O
M M
A N
D
L A
N G
L E
Y A
F B
V A
C
IV
IL
E
N G
IN
E
E R
IN
G
O F F
IC
E S
O
IL
B O
R
IN
G L
O G
C-104
S T
A P
R O
N R
E P
A
IR
D E
P A
R T
M E
N T
O F T
H E
A
IR
F O
R C
E
A
IR
C O
M B
A T
C O
M M
A N
D
L A
N G
L E
Y A
F B
V A
C
IV
IL
E
N G
IN
E
E R
IN
G
O F F
IC
E
N
O
R
T
H
D E
M O
L
IT
IO
N
P L A
C-200
S T
A P
R O
N R
E P
A
IR
D E
P A
R T
M E
N T O
F T
H E
A
IR
F O
R C
E
A
IR
C O
M B
A T
C O
M M
A N
D
L A
N G
L E
Y A
F B
V A
C
IV
IL
E
N G
IN
E
E R
IN
G
O F F
IC
E
NORTH
P R
O P
O S
E D
G E
O M
E T
R
IC
P L A
N J O
IN
T
L A
Y O
U T
A N
D T
Y P
IC
A
L S
E C
T
IO
N
C-300
LEGEND
GENERAL NOTES
S T
A P
R O
N R
E P
A
IR
D E
P A
R T
M E
N T
O F T
H E
A
IR
F O
R C
E
A
IR
C O
M B
A T
C O
M M
A N
D
L A
N G
L E
Y A
F B
V A
C
IV
IL
E
N G
IN
E
E R
IN
G
O F F
IC
E P
R O
P O
S E
D G
R A
D
IN
G A
N D
D R
A
IN
A G
E P
L A
N
C-400
N
O
R
S T
A P
R O
N R
E P
A
IR
D E
P A
R T
M E
N T
O F T
H E
A
IR
F O
R C
E
A
IR
C O
M B
A T
C O
M M
A N
D
L A
N G
L E
Y A
F B
V A
C
IV
IL
E
N G
IN
E
E R
IN
G
O F F
IC
E
N
O
R
T
H
P R
O P
O S
E D
P A
V E
M E
N T
E L E
V A
T
IO
N P
L A
C-500
S T
A P
R O
N R
E P
A
IR
D E
P A
R T
M E
N T
O F T
H E
A
IR
F O
R C
E
A
IR
C O
M B
A T
C O
M M
A N
D
L A
N G
L E
Y A
F B
V A
C
IV
IL
E
N G
IN
E
E R
IN
G
O F F
IC
E
N
O
R
T
H
P R
O P
O S
E D
P A
V E
M E
N T
M A
R K
IN
G
P L A
C-600
S T
A P
R O
N R
E P
A
IR
D E
P A
R T
M E
N T
O F T
H E
A
IR
F O
R C
E
A
IR
C O
M B
A T
C O
M M
A N
D
L A
N G
L E
Y A
F B
V A
C
IV
IL
E
N G
IN
E
E R
IN
G
O F F
IC
E
NOTES
1. DOWEL SPACING FOR
ALL DOWELED JOINTS
IS 15 INCHES O.C.
2. ALL WIRE MESH
REINFORCING SHALL BE
6 x 6 - D6/D6
1. PRIOR TO INSTALLATION IN CONTRACTION JOINTS, DOWELS SHALL BE LIGHTLY
GREASED WITH A THIN COAT OF HIGH MELTING POINT GREASE OR APPROVED
EQUAL AS INDICATED. IN CONSTRUCTION JOINT, ONLY THE FREE END SHALL
BE GREASED, AND ONLY AFTER INSERTION AND GROUTING INTO PLACE.
2. ALL CONSTRUCTION JOINT DOWELS SHALL BE GANG-DRILLED AND EPOXY
GROUTED. INSERTION EQUIPMENT WILL NOT BE ALLOWED.
3. DRILLING METHOD FOR DOWELS SHALL BE CAPABLE OF MAINTAINING DRILL
HOLES PARALLEL TO THE CONCRETE SURFACE AND NORMAL TO THE JOINT
LINES. DRILL HOLES SHALL BE ACCURATELY LAID OUT SO THAT THE MAXIMUM
DEVIATION DOES NOT EXCEED 1" HORIZONTAL. DRILL HOLE DIAMETER TO BE
OF SUFFICIENT SIZE TO ACCEPT THE TYPE AND SIZE DOWEL REQUIRED.
4. AFTER DRILLING IS COMPLETE AND PRIOR TO THE INSTALLATION OF THE
DOWELS, THE HOLES SHALL BE THOROUGHLY CLEANED TO REMOVE DRILLING
DUST, CONCRETE CHIPS AND ANY OTHER MATERIAL DETRIMENTAL TO
DEVELOPING BOND.
5. EPOXY SHALL BE INJECTED UNIFORMLY TO THE ENTIRE CIRCUMFERENCE OF
THE DOWEL HOLE SURFACE (CONTRACTOR SHALL NOT DIP AND INSERT
DOWEL) AND SUFFICIENT MATERIAL PLACED IN THE HOLE SO THAT A SLIGHT
AMOUNT WILL BE FORCED OUT FROM AROUND THE ENTIRE CIRCUMFERENCE
WHEN THE DOWEL IS INSERTED AND TAPPED TO THE CORRECT POSITION.
SMALL WEDGES MAY BE USE TO SUPPORT THE DOWEL IN CORRECT
ALIGNMENT UNTIL THE MATERIAL HARDENS. THE TOLERANCE FOR DOWEL
ALIGNMENT IN EITHER THE HORIZONTAL OR VERTICAL PLANE IS 1/4" PER FOOT
OF DOWEL BAR.
6. SUBMIT PROPOSED EPOXY MANUFACTURER INFORMATION FOR APPROVAL
PRIOR TO STARTING WORK.
7. ALL LONGITUDINAL AND TRANSVERSE CONTRACTION JOINT DOWELS SHALL BE
INSTALLED USING AN ENGINEER-APPROVED WELDED BASKET ASSEMBLY
ANCHORED TO THE BASE COURSE WITH A MINIMUM OF 4 GALVANIZED STRAPS
AND NAILS PER ASSEMBLY. POSITION ANCHOR STRAPS ON ALTERNATING
SIDES OF THE BASKET ASSEMBLY.
8. A TRANSVERSE CONSTRUCTION JOINT SHALL BE INSTALLED AT A PLANNED
JOINT WHEN PAVING OPERATIONS ARE INTERRUPTED FOR MORE THAN 30
MINUTES. IF THE INTERRUPTION OCCURS BETWEEN PLANNED JOINTS, THE
FRESH CONCRETE SHALL BE REMOVED BACK TO THE PREVIOUSLY INSTALLED
JOINT. NO JOINTS WILL BE ALLOWED BETWEEN THE JOINTS SHOWN ON THE
JOINTING PLAN.
9. EDGES OF CONCRETE SLABS SHALL BE COVERED WITH AN APPROVED CURING
MATERIAL AT THE SAME TIME AS SURFACE IS CURED. AT FORMED LOCATIONS,
SLAB SIDES SHALL BE CURED WHEN FORMS ARE REMOVED.
10. IN THICKENED EDGE AREAS WHERE DOWELS OR REINFORCING STEEL IS
REQUIRED, PROVIDE ADDITIONAL SUPPORT, AS APPROVED BY THE ENGINEER,
TO MAINTAIN THE SAME DEPTH FROM THE SURFACE AS FOR 13" THICK
CONCRETE PAVEMENT.
11. CONCRETE IN REINFORCED PANELS SHALL BE PLACED IN ONE COURSE. ALL
WWF SHALL BE INSTALLED USING ENGINEER-APPROVED HI-CHAIRS ANCHORED
TO THE BASE COURSE 3' ON CENTER MAXIMUM. THE WWF SHALL RETAIN ITS
SPECIFIED POSITION DURING CONCRETE PLACEMENT. WWF VIBRATED DOWN
FROM THE TOP AFTER CONCRETE IS PLACED WILL NOT BE ALLOWED.
12. COST OF MODIFYING UNDERLYING PAVEMENT COURSES TO ACCOMMODATE
THE CONCRETE PAVEMENT THICKENED EDGE TO BE INCLUDED IN THE COST
OF OTHER ITEMS. NO SEPARATE PAYMENT WILL BE MADE FOR SAID
MODIFICATIONS. THE AGGREGATE BASE SHALL BE CONSTRUCTED FULL
THICKNESS UNDER THE THICKENED EDGE.
JOINTING NOTES:
C-700
S T
A N
D A
R D
D E
T A
IL
S T
A P
R O
N R
E P
A
IR
D E
P A
R T
M E
N T
O F T
H E
A
IR
F O
R C
E
A
IR
C O
M B
A T
C O
M M
A N
D
L A
N G
L E
Y A
F B
V A
C
IV
IL
E
N G
IN
E
E R
IN
G
O F F
IC
E
1. SEALANT RESERVOIR SHAPE FACTOR, W/D, SHALL BE PER
THE MANUFACTURER'S RECOMMENDATIONS.
2. ALL JOINT SEALANT RESERVOIRS SHOWN ON THIS SHEET
SHALL BE VERIFIED BY THE SEALANT MANUFACTURER
PRIOR TO CONSTRUCTION. REFER TO SECTION 32 01 19 AND
32 13 17 OF THE SPECIFICATIONS FOR FURTHER
INFORMATION.
3. EXISTING JOINT FILLER AND BACKER ROD SHALL BE
COMPLETELY REMOVED BY SAWCUTTING TO COMPLETELY
REMOVE THE EXISTING JOINT SEALANT.
4. JOINT CLEANING SHALL BE ACCOMPLISHED BY
COMPRESSED AIR OR OTHER APPROVED METHOD. OTHER
CLEANING METHODS SHALL BE SUBMITTED IN WRITING TO
THE ENGINEER FOR APPROVAL.
5. CONTRACTOR SHALL THOROUGHLY CLEAN ALL JOINTS,
REMOVING ALL LOOSE MATERIAL AND SHALL THOROUGHLY
SWEEP (VACUUM) PAVEMENT SURFACE TO THE
SATISFACTION OF THE ENGINEER PRIOR TO ACCEPTANCE.
6. SAWCUT WIDTH SHALL BE 1/2" WIDE OR THE WIDTH OF THE
EXISTING CONTRACTION OR CONSTRUCTION JOINTS AND 1"
WIDE FOR EXPANSION JOINTS. NO EXTRA PAYMENT WILL BE
MADE FOR SAWCUTS CLEANING, BACKER ROD OR SEALANT
IN JOINTS EXCEEDING DETAILED WIDTHS.
7. SAWCUT DEPTH SHALL BE TO THE DEPTHS SHOWN IN THE
DETAILS ON THIS SHEET OR THE DEPTH NECESSARY TO
FULLY REMOVE EXISTING BACKER ROD. NO EXTRA PAYMENT
WILL BE MADE FOR SAWCUTS IN EXCESS OF DETAILED
DEPTHS.
8. ALL JOINT SEALANT RESERVOIRS SHOWN ON THIS SHEET
SHALL BE VERIFIED BY THE SEALANT MANUFACTURER
PRIOR TO CONSTRUCTION. REFER TO SECTION 32 01 19 AND
32 13 17 OF THE SPECIFICATIONS FOR FURTHER
INFORMATION.
9. THE PREFORMED JOINT SEAL IN TRANSVERSE CONTRACTION
JOINTS SHALL BE INSTALLED IN ONE CONTINUOUS PIECE
ACROSS THE APRON. THE LONGITUDINAL (CONSTRUCTION)
JOINT SEALANT SHALL BE INTERRUPTED AT EVERY
TRANSVERSE JOINT.
SEALING NOTES:
C-701
S T
A N
D A
R D
D E
T A
IL
S T
A P
R O
N R
E P
A
IR
D E
P A
R T
M E
N T
O F T
H E
A
IR
F O
R C
E
A
IR
C O
M B
A T
C O
M M
A N
D
L A
N G
L E
Y A
F B
V A
C
IV
IL
E
N G
IN
E
E R
IN
G
O F F
IC
E
C-702
S T
A N
D A
R D
D E
T A
IL
S T
A P
R O
N R
E P
A
IR
D E
P A
R T
M E
N T
O F T
H E
A
IR
F O
R C
E
A
IR
C O
M B
A T
C O
M M
A N
D
L A
N G
L E
Y A
F B
V A
C
IV
IL
E
N G
IN
E
E R
IN
G
O F F
IC
E
C-703
S T
A N
D A
R D
D E
T A
IL
S T
A P
R O
N R
E P
A
IR
D E
P A
R T
M E
N T
O F T
H E
A
IR
F O
R C
E
A
IR
C O
M B
A T
C O
M M
A N
D
L A
N G
L E
Y A
F B
V A
C
IV
IL
E
N G
IN
E
E R
IN
G
O F F
IC
E
C-704
S T
A N
D A
R D
D E
T A
IL
File details come from the government source that posted it. Updated .