Atch3 Drawings.pdf

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Attached to
Airfield/Pavements IDIQ Contract, Misawa Air Base, Japan
Solicitation number
FA520523D0002
Issued by

About this file

This document package includes drawings and specifications for an indefinite delivery indefinite quantity (IDIQ) contract to provide airfield and pavement services at Misawa Air Base in Japan. The awarded contract FA520523D0002 was granted to Nippo Corporation on March 22, 2023 for 31,537,777.21 Japanese yen to conduct work such as asphalt concrete and Portland cement concrete pavement repairs, markings, lighting, drainage and utilities work. The 34 drawings attached as Appendix 3 outline requirements for tasks such as crack filling, joint sealing, sign installation, trenching, and storm drain installation. The work will be conducted across the airfield and supporting areas of Misawa AB except for Falcon Road and Draughon Range under the supervision of the 35th Civil Engineering Squadron of the Pacific Air Forces branch of the U.S. Department of the Air Force.

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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

Attachment 3 of Contract No. FA520523D0002

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

SHEET NUMBER

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

SHEET NUMBER

A-2 8

TYPICAL AC OVERLAY SECTION

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 9 OF 34

SHEET NUMBER

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

SHEET NUMBER

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

SHEET NUMBER

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

SHEET NUMBER

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

SHEET NUMBER

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

SHEET NUMBER

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

SHEET NUMBER

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

SHEET NUMBER

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

SHEET NUMBER

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)

SHEET NUMBER

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)

SHEET NUMBER

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

SHEET NUMBER

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

SHEET NUMBER

C-9 21

PAVEMENT MARKING DETAILS

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 22 OF 34

SHEET NUMBER

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

SHEET NUMBER

D-2 23

CONTROLLED AND RESTRICTED AREA SIGN BOARD TYPE 1

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 24 OF 34

SHEET NUMBER

D-3 24

RESTRICTED AREA SIGN BOARD, TYPE 2

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 25 OF 34

SHEET NUMBER

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

SHEET NUMBER

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

SHEET NUMBER

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

SHEET NUMBER

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

SHEET NUMBER

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

SHEET NUMBER

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

SHEET NUMBER

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

SHEET NUMBER

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

SHEET NUMBER

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

SHEET NUMBER

H-4 34

T-1R
T-1
T-2
T-3
T-4
T-5
T-6
A-1
A-1
A-2
A-3
A-4
A-5
B-1
B-1
C-1
C-1
C-2
C-3
C-4
C-5
C-6
C-7
C-8
C-9
D-1
D-1
D-2
D-3
D-4
E-1
E-1
F-1
F-1
F-2
G-1R
G-1
G-2
H-1
H-1
H-2
H-3
H-4

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