3c Drawings 19Jul22.pdf
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- Solicitation number
- FA520522R0005
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This document contains drawings and specifications for an Airfield/Pavements Indefinite-Delivery/Indefinite-Quantity contract opportunity with the Department of the Air Force Pacific Air Forces. The scope of work encompasses repair, maintenance, and construction of airfield pavement, roads, parking lots, and associated incidental work at Misawa Air Base in Japan. The contract would have a one-year basic period plus four one-year options. A fixed-price IDIQ contract is contemplated in Japanese Yen with a minimum guarantee of YEN300,000 and maximum limit of YEN5,200,000,000 over the life of the contract. Evaluation criteria include technical acceptability, price, and past performance. Offerors must be registered in the System for Award Management to be eligible for award.
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Text version
Revised 19 Jul 2022
PREPARED BY:
35 CIVIL ENGINEERING SQ.
US AIR FORCE, MISAWA AB
APO AP 96319-5022
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 1 OF 34
SHEET NUMBER
T-1 1
TITLE SHEET
AIRFIELD/PAVEMENTS
IDIQ CONTRACT
MISAWA AIR BASE
JAPAN
DRAWING NO.
(SEQ. NO.) REF.NO. DATE OF DRAWING/REVISION
1 1 OF 34 T-1
2 2 OF 34 T-2 SCHEDULE OF DRAWINGS-1
3 3 OF 34 T-3
4 4 OF 34 T-4
5 5 OF 34 T-5
6 6 OF 34 T-6
SERVICE ROADWAY AND VEHICLE PARKING ASPHALT CONCRETE SURFACES
7 7 OF 34 A-1
8 8 OF 34 A-2
9 9 OF 34 A-3
10 10 OF 34 A-4
11 11 OF 34 A-5
ADDITIONAL MINOR PAVEMENT WORK
12 12 OF 34 B-1
AIRFIELD PCC PAVEMENT SURFACE
13 13 OF 34 C-1
14 14 OF 34 C-2
15 15 OF 34 C-3
16 16 OF 34 C-4
17 17 OF 34 C-5
18 18 OF 34 C-6
19 19 OF 34 C-7
20 20 OF 34 C-8
21 21 OF 34 C-9
PAVEMENT MARKINGS/RUBBER REMOVAL
22 22 OF 34 D-1
23 23 OF 34 D-2
24 24 OF 34 D-3
25 25 OF 34 D-4
ELECTIRC WORK
26 26 OF 34 E-1
MISCELLANEOUS WORK
27 27 OF 34 F-1
28 28 OF 34 F-2
SURFACE INLETS/DITCHES
29 29 OF 34 G-1
30 30 OF 34 G-2 19-Jul-22
PROJECT TITLE: RF. NO. SEQ.NO.
DRAWING BY: YTAIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT T-2 2 OF 34 2
TYPICAL SECTION EXISTING CURB AND TYPICAL SHOULDER
DETAIL
LONGITUDINAL AND TRANSVERSE TRANSITION
SCHEDULE OF DRAWINGS-1
SHEET
NO. DESCRIPTION OF DRAWINGS
TITLE SHEET
SCHEDULE OF DRAWINGS-2
TYPICAL AC OVERLAY SECTION
LOCATION MAP-2
SCHEDULE OF DRAWINGS-3
LOCATION MAP-1
TYPICAL AC PAVEMENT SECTION
TYPICAL AC SURFACE COURSE REPLACEMENT
V-TYPE CONCRETE DITCH DETAIL
AC AIRFIELD PAVEMENT REPAIR WITH CRACK REPAIR DETAIL
(GEOTEXTILE)
CONTROLLED AND RESTRICTED AREA SIGN BOARD TYPE 1
ALPHANUMERIC AND JAPANESE SIGN BOARD
CONTRACTION JOINT FOR PLAIN CONCRETE PAVEMENTS
CONTRACTION JOINT (DOWELED TRANSVERSE) FOR PLAN
CONCRETE PAVEMENTS
CONSTRACTION JOINT (DOWELED TRANSVERSE OR
LONGITUDINAL)
THICKEND EDGE SLIP JOINT FOR PLAIN CONCRETE
PAVEMENTS
DOWELED EXPANSION JOINT FOR PLAIN CONCRETE
PAVEMENTS
POURED JT SEALANT DETAILS FOR RIGID PAVEMENT (BACKER
MATERIAL)
PRECAST FREE GRADIENT DITCH DETAIL
SHEET NUMBER
AIRFIELD SEMI-FLUSH/ELEVATED FIXTURE FOR
RUNWAY/TAXIWAY
RESTRICTED AREA SIGN BOARD, TYPE 2
POURED JT SEALANT DETAILS FOR RIGID PAVEMENT
(SEPARATING TAPE)
STATIC GROUND DETAIL
CONCRETE CRACK REPAIR DETAIL (ROUTING)
PAVEMENT MARKING DETAILS
CABLE TIE DOWN ANCHOR DETAIL
VEHICLE CONTROL SIGN
STORM DRAIN LINES/MANHOLES
31 31 OF 34 H-1
32 32 OF 34 H-2
33 33 OF 34 H-3
34 34 OF 34 H-4
PROJECT TITLE: RF. NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT T-3 3 OF 34 3
SCHEDULE OF DRAWINGS-2
SHEET
NO. DESCRIPTION OF DRAWINGS
SHEET NUMBER
REPAIR OF PCC & PAVEMENTS (UTILITY & TRENCH)
OFF-ROAD TRENCH DETAIL
RAISE/LOWER HANDHOLE FRAME & COVER
RAISE/LOWER CATCH BASIN FRAME & COVER
PROJECT TITLE: RF. NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT T-4 4 OF 34 4
SCHEDULE OF DRAWINGS-3
SHEET
NO. DESCRIPTION OF DRAWINGS
SHEET NUMBER
LOCATION MAP-1 OF MISAWA AB NOT TO SCALE
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 5 OF 34
SHEET NUMBER
T-5 5
Project location is entire airfield area Misawa AB and, including its associated sites of Draughon Range except for Falcon Road/Drive.
LOCATION MAP-2 OF MISAWA AB NOT TO SCALE
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 6 OF 34
SHEET NUMBER
T-6 6
Project location is entire airfield area Misawa AB and, including its associated sites of Draughon Range except for Falcon Road/Drive.
NOTE:
1. REMOVE EXISTING AC/BASE/SUBBASE COURSE AND SUBGRADE AS REQUIRED TO THE DEPTHS
SUCH THAT COMPACTED THICKNESS WILL BE AS SHOWN ABOVE.
2. FINISH GRADES SHALL MACH SURROUNDING SURFACE AND SHALL HAVE
TRANSVERSE SLOPES OF 2%, OR A.O.B.E.
TYPICAL AC PAVEMENT SECTION
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 7 OF 34A-1 7
EXISTING BASE COURSE FINE GRADE &
RECOMPACT TO 100% MAXIMUM DENSITY.
PROVIDE BASE COURSE AT DEPRESSED
AREAS AND AS REQUIRED TO PROVIDE
TRANSVERSE SLOPES AS SHOWN.
NOTE:
1. SLOPE AT PARKING LOT AREA MAY VARY.
2. BASE COURSE FINE GRADING & RECOMPACTION, WITHIN +/-50mm IS TO BE A COST INCLUDED
IN THE BID ITEM(S) FOR SURFACE COURSE REPLACEMENT.
* SLOPE VARIES AT SUPERELEVATED SECTIONS.
TYPICAL AC SURFACE COURSE REPLACEMENT
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 8 OF 34
A-2 8
TYPICAL AC OVERLAY SECTION
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 9 OF 34
A-3 9
TYPICAL SECTION AT EXISTING CURB
N.T.S.
TYPICAL SHOULDER DETAIL
N.T.S.
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 10 OF 34
A-4 10
ALTERNATE: EXISTING PAVEMENT COLD PLANE, (MILL), VARIABLE DEPTH (0mm-50mm)
EXISTING PAVEMENT; REMOVE DEBRIS AND CLEAN SURFACE; APPLY TACK COAT
& NEW AC OVERLAY
LONGITUDINAL AND TRANSVERSE TRANSITION
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 11 OF 34
A-5 11
Unit: mm
AC AIRFIELD PAVEMENT REPAIR WITH
CRACK REPAIR DETAIL (GEOTEXTILE)
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 12 OF 34
B-1 12
CONTRACTION JOINT
FOR PLAIN CONCRETE PAVEMENTS
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 13 OF 34
C-1 13
CONTRACTION JOINT (DOWELED TRANSVERSE)
FOR PLAIN CONCRETE PAVEMENTS
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 14 OF 34
C-2 14
CONSTRUCTION JOINT (DOWELED TRANSVERSE OR
LONGITUDINAL) FOR PLAIN CONCRETE PAVEMENTS
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT CONSTRUCTION JOINT (DOWELED TRANSVERSE OR LONGITUDIN 15 OF 34
C-3 15
THICKEND EDGE SLIP JOINT
FOR PLAIN CONCRETE PAVEMENTS
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 16 OF 34
C-4 16
DOWELED EXPANCION JOINT
FOR PLAIN CONCRETE PAVEMENTS
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 17 OF 34
C-5 17
TABLE (mm)
JOINT SPACING
m MIN MAX 7.6-15 19 22
6.1 12.7 15.9
NOTE:
1. TOP OF SEALANT WILL BE 3mm BELOW TOP OF PAVEMENT.
POURED JT SEALANT DETAILS FOR RIGID PAVEMENT (BACKER MATERIAL)
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 18 OF 34
WIDTH (W)
C-6 18
TABLE (mm)
JOINT SPACING
m MIN MAX 7.6-15 19 22
6.1 12.7 15.9
NOTE:
1. TOP OF SEALANT WILL BE 3mm BELOW TOP OF PAVEMENT.
POURED JT SEALANT DETAILS FOR RIGID PAVEMENT (SEPARATING TAPE)
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 19 OF 34
WIDTH (W)
C-7 19
STATIC GROUND DETAIL
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 20 OF 34
C-8 20
CONCRETE CRACK REPAIR DETAIL (ROUTING)
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 21 OF 34
C-9 21
PAVEMENT MARKING DETAILS
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 22 OF 34
D-1 22
Unit: m
ALPHANUMERIC AND JAPANESE SIGN BOARD
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 23 OF 34
D-2 23
CONTROLLED AND RESTRICTED AREA SIGN BOARD TYPE 1
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 24 OF 34
D-3 24
RESTRICTED AREA SIGN BOARD, TYPE 2
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 25 OF 34
D-4 25
AIRFIELD SEMI-FLUSH/ELEVATED FIXTURE FOR RUNWAY/TAXIWAY
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 26 OF 34
E-1 26
CABLE TIE DOWN ANCHOR DETAIL
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 27 OF 34
F-1 27
VEHICLE CONTOL SIGN
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 28 OF 34
F-2 28
V-TYPE CONCRETE DITCH DETAIL
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 28 OF 33
G-1 28
PRECAST FREE GRADIENT DITCH DETAIL
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 29 OF 34
G-2 29
REPAIR METHOD: REMOVE PAVEMENT 600mm MINIMUM FROM EDGES OF THE EXCAVATION. BACKFILL
1 THE CUT WITH WELL-COMPACTED LAYER MEETING SPECIFIED DENSITY, TO THE BOTTOM
OF PAVEMENT STRUCTURE. PLACE A BASE COURSE OF REQUIRED THICKNESS TO
AN ELEVATION APPROX 50mm BELOW PAVEMENT SURFACE, AND PLACE AN ASPHALT
SURFACE OVER THE COMPACTED BASE.
REPAIR METHOD: REMOVE PAVEMENT FROM EDGES OF THE CUT 1,200mm BACKFILL THE CUT WITH
2 WELL-COMPACTED LAYER MEETING SPECIFIED DENSITY, TO THE BOTTOM OF PAVEMENT
STRUCTURE, PLACE A CONCRETE SLAB OF REQUIRED THICKNESS; INSTALL SMOOTH
DOWELS AS REQUIRED BY DRILLING & EPOXYING INTO EXISTING PCC. PAINT AND OIL
OTHER ENDS OF DOWEL TIE BARS.
Unit: mm
REPAIR OF PCC & PAVEMENTS (UTILITY & TRENCH)
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 31 OF 34
H-1 31
OFF-ROAD TRENCH DETAIL
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 32 OF 34
H-2 32
RAISE/LOWER HANDHOLE FRAME & COVER
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 33 OF 34
H-3 33
RAISE/LOWER CATCH BASIN FRAME & COVER
PROJECT TITLE: RF.NO. SEQ.NO.
DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT
CHECKED BY: YT 34 OF 34
H-4 34
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