Atch3_Drawings.pdf

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 33

SHEET NUMBER

T-1 1

TITLE SHEET

AIRFIELD/PAVEMENTS

IDIQ CONTRACT

MISAWA AIR BASE

JAPAN

Date: 24 Apr 17

Attachment 3 to RFP No. FA520517R0006

DRAWING NO.

(SEQ. NO.) REF.NO. DATE OF DRAWING/REVISION

1 1 OF 33 T-1

2 2 OF 33 T-2 SCHEDULE OF DRAWINGS-1

3 3 OF 33 T-3

4 4 OF 33 T-4

5 5 OF 33 T-5

SERVICE ROADWAY AND VEHICLE PARKING ASPHALT CONCRETE SURFACES

6 6 OF 33 A-1

7 7 OF 33 A-2

8 8 OF 33 A-3

9 9 OF 33 A-4

10 10 OF 33 A-5

ADDITIONAL MINOR PAVEMENT WORK

11 11 OF 33 B-1

AIRFIELD PCC PAVEMENT SURFACE

12 12 OF 33 C-1

13 13 OF 33 C-2

14 14 OF 33 C-3

15 15 OF 33 C-4

16 16 OF 33 C-5

17 17 OF 33 C-6

18 18 OF 33 C-7

19 19 OF 33 C-8

20 20 OF 33 C-9

PAVEMENT MARKINGS/RUBBER REMOVAL

21 21 OF 33 D-1

22 22 OF 33 D-2

23 23 OF 33 D-3

24 24 OF 33 D-4

ELECTIRC WORK

25 25 OF 33 E-1 AIRFIELD ELIMINATION SIGN

MISCELLANEOUS WORK

26 26 OF 33 F-1

27 27 OF 33 F-2

SURFACE INLETS/DITCHES

28 28 OF 33 G-1

29 29 OF 33 G-2

PROJECT TITLE: RF. NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT T-2 2 OF 33 2

SCHEDULE OF DRAWINGS-1

SHEET

NO. DESCRIPTION OF DRAWINGS

TITLE SHEET

SCHEDULE OF DRAWINGS-2

TYPICAL AC OVERLAY SECTION

TYPICAL SECTION EXISTING CURB AND TYPICAL SHOULDER

DETAIL

LONGITUDINAL AND TRANSVERSE TRANSITION

SCHEDULE OF DRAWINGS-3

LOCATION MAP

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

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

30 30 OF 33 H-1

31 31 OF 33 H-2

32 32 OF 33 H-3

33 33 OF 33 H-4

PROJECT TITLE: RF. NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT T-3 3 OF 33 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 33 4

SCHEDULE OF DRAWINGS-3

SHEET

NO. DESCRIPTION OF DRAWINGS

SHEET NUMBER

PROJECT LOCATION IS ENTIRE AIRFIELD AREA MISAWA AB, JAPAN, EXCEPT FOR FALCON DRIVE.

LOCATION MAP OF MISAWA AB NOT TO SCALE

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 5 OF 33

T-5 5

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 6 OF 33A-1 6

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 7 OF 33

A-2 7

TYPICAL AC OVERLAY SECTION

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 8 OF 33

A-3 8

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 9 OF 33

A-4 9

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 10 OF 33

A-5 10

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 11 OF 33

B-1 11

CONTRACTION JOINT

FOR PLAIN CONCRETE PAVEMENTS

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 12 OF 33

C-1 12

CONTRACTION JOINT (DOWELED TRANSVERSE)

FOR PLAIN CONCRETE PAVEMENTS

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 13 OF 33

C-2 13

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 LONGITUDINAL) 14 OF 33

C-3 14

THICKEND EDGE SLIP JOINT

FOR PLAIN CONCRETE PAVEMENTS

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 15 OF 33

C-4 15

DOWELED EXPANCION JOINT

FOR PLAIN CONCRETE PAVEMENTS

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 16 OF 33

C-5 16

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 17 OF 33

WIDTH (W)

C-6 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 (SEPARATING TAPE)

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 18 OF 33

WIDTH (W)

C-7 18

STATIC GROUND DETAIL

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 19 OF 33

C-8 19

CONCRETE CRACK REPAIR DETAIL (ROUTING)

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 20 OF 33

C-9 20

PAVEMENT MARKING DETAILS

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 21 OF 33

D-1 21

Unit: m

ALPHANUMERIC AND JAPANESE SIGN BOARD

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 22 OF 33

D-2 22

CONTROLLED AND RESTRICTED AREA SIGN BOARD TYPE 1

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 23 OF 33

D-3 23

RESTRICTED AREA SIGN BOARD, TYPE 2

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 24 OF 33

D-4 24

*Concrete foundation size of airfield elimination sign is approximately 3.000m long x 0.600m wide x 0.914m deep

AIRFIELD ELIMINATION SIGN

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 25 OF 33

E-1 25

CABLE TIE DOWN ANCHOR DETAIL

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 26 OF 33

F-1 26

VEHICLE CONTOL SIGN

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 27 OF 33

F-2 27

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 33

G-2 29

REPAIR METHOD: EXCAVATE TRENCH AND INSTALL BEDDING UTILITY, COMPACTED BACKFILL, MARKING

BASIC TAPE AND SUBBASE/BASE COURSE TO GRADE AND MAINTAIN OPEN TO TRAFFIC AND

WEATHER FOR A MINIMUM OF 30 DAYS. THEN COMPLETE FINAL PAVEMENT REPAIR

1 OR 2 AS APPROPRIATE FOR AC OR PCC PAVEMENT.

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 30 OF 33

H-1 30

OFF-ROAD TRENCH DETAIL

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 31 OF 33

H-2 31

RAISE/LOWER HANDHOLE FRAME & COVER

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 32 OF 33

H-3 32

RAISE/LOWER CATCH BASIN FRAME & COVER

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 33 OF 33

H-4 33