Atch_2_Dwgs.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 53

SHEET NUMBER

T-1 1

TITLE SHEET

AIRFIELD/PAVEMENTS

IDIQ CONTRACT

MISAWA AIR BASE

JAPAN

Date: 16 Jul 2014

APPROVED BY:

BASE CIVIL ENGINEER DATE

APPROVED BY:

CEN DATE

APPROVAL RECOMMENED BY:

CENM DATE

APPROVAL RECOMMENED BY:

CONTRACTING DATE

APPROVAL RECOMMENED BY:

CEO DATE

APPROVAL RECOMMENED BY:

COMMUNICATION DATE

APPROVAL RECOMMENED BY:

SFS DATE

APPROVAL RECOMMENED BY:

FW AT/FP DATE

APPROVAL RECOMMENED BY:

ENVIRONMENTAL DATE

APPROVAL RECOMMENED BY:

SAFTY OFFICER DATE

APPROVAL RECOMMENED BY:

BIO ENVIRONMENTAL DATE

APPROVAL RECOMMENED BY:

FIRE DEPARTMENT DATE

APPROVAL RECOMMENED BY:

AIRFIELD MANAGEMENT DATE

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 2 OF 53

PROJECT COORDINATION/APPROVAL

SHEET NUMBER

T-2 2

DRAWING NO.

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

1 1 OF 53 T-1

2 2 OF 53 T-2

3 3 OF 53 T-3

4 4 OF 53 T-4

5 5 OF 53 T-5

6 6 OF 53 T-6

SERVICE ROADWAY AND VEHICLE PARKING ASPHALT CONCRETE SURFACES

7 7 OF 53 A-1

8 8 OF 53 A-2

9 9 OF 53 A-3

10 10 OF 53 A-4

11 11 OF 53 A-5

ADDITIONAL MINOR PAVEMENT WORK

12 12 OF 53 B-1

AIRFIELD PCC PAVEMENT SURFACE

13 13 OF 53 C-1

14 14 OF 53 C-2

15 15 OF 53 C-3

16 16 OF 53 C-4

17 17 OF 53 C-5

18 18 OF 53 C-6

19 19 OF 53 C-7

20 20 OF 53 C-8

21 21 OF 53 C-9

PAVEMENT MARKINGS/RUBBER REMOVAL

22 22 OF 53 D-1

23 23 OF 53 D-2

24 24 OF 53 D-3

25 25 OF 53 D-4

ELECTIRC WORK

26 26 OF 53 E-1 DETAILS OF PRE-CAST CONCRETE MANHOLE ELECT)

27 27 OF 53 E-2 DETAILS OF PRE-CAST CONCRETE MANHOLE (ELECT)

28 28 OF 53 E-3

29 29 OF 53 E-4

30 30 OF 53 E-5

MISCELLANEOUS WORK

31 31 OF 53 F-1

32 32 OF 53 F-2

PROJECT TITLE: RF. NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT T-3 3 OF 53 3

SCHEDULE OF DRAWINGS-2

SCHEDULE OF DRAWINGS-3

LOCATION MAP

PLAN OF BAK-12

POLYETHYLEN PANEL DETAIL

SCHEDULE OF DRAWINGS-1

SHEET NO. DESCRIPTION OF DRAWINGS

TITLE SHEET

PROJECT COORDINATION / APPROVAL

SCHEDULE OF DRAWINGS-1

TYPICAL AC PAVEMENT SECTION

TYPICAL AC SURFACE COURSE REPLACEMENT

TYPICAL AC OVERLAY SECTION

TYPICAL SECTION EXISTING CURB AND TYPICAL SHOULDER

DETAIL

LONGITUDINAL AND TRANSVERSE TRANSITION

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)

SHEET NUMBER

RESTRICTED AREA SIGN BOARD, TYPE 2

CUBICLE TRANSFORMER STATION

DETAILS OF CABLE RACKS, HOOKS AND CONDUIT

POURED JT SEALANT DETAILS FOR RIGID PAVEMENT

(SEPARATING TAPE)

STATIC GROUND DETAIL

CONCRETE CRACK REPAIR DETAIL (ROUTING)

CUBICLE TRANSFORMER STATION DIAGRAM

PAVEMENT MARKING DETAILS

33 33 OF 53 F-3

34 34 OF 53 F-4

35 35 OF 53 F-5

36 36 OF 53 F-6

37 37 OF 53 F-7

38 38 OF 53 F-8

39 39 OF 53 F-9

40 40 OF 53 F-10

41 41 OF 53 F-11

SURFACE INLETS/DITCHES

42 42 OF 53 G-1

43 43 OF 53 G-2

44 44 OF 53 G-3

45 45 OF 53 G-4

STORM DRAIN LINES/MANHOLES

46 46 OF 53 H-1

47 47 OF 53 H-2

48 48 OF 53 H-3

49 49 OF 53 H-4

50 50 OF 53 H-5

51 51 OF 53 H-6

52 52 OF 53 H-7

EROSION PROTECTION

53 53 OF 53 J-1

PROJECT TITLE: RF. NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT T-4 4 OF 53 4

SUB DRAIN PIPE

INSTALL GEOTEXTILE BY GREEN-FRAME-METHOD

SHEET NUMBER

PRECAST CONCRETE BOX COLVERT

REPAIR OF PCC & PAVEMENTS (UTILITY & TRENCH)

PIPE UNDER AC PAVEMENT DETAIL

TRANCH DETAIL

RAISE/LOWER HANDHOLE FRAME & COVER

RAISE/LOWER CATCH BASIN FRAME & COVER

PRECAST FREE GRADIENT DITCH DETAIL

V-TYPE CONCRETE DITCH DETAIL

GUTTER INLET DETAIL

POLYETHYLEN PANEL DETAIL

AIR FORCE AIRCRAFT TIEDOWN

AIRCRAFT TRIM PAD AND THRUST ANCHOR

SCHEDULE OF DRAWINGS-2

SHEET NO. DESCRIPTION OF DRAWINGS

AIRCRAFT LOAD-RATED WATER PROOF MANHOLE COVER

AIRCRAFT TRIM PAD AND THRUST ANCHOR

AIRCRAFT TRIM PAD AND THRUST ANCHOR

AIRCRAFT TRIM PAD AND THRUST ANCHOR

AIRCRAFT TRIM PAD AND THRUST ANCHOR

VEHICLE CONTROL SIGN

BIRD SPIKE

PROJECT TITLE: RF. NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT T-5 5 OF 53 5

SCHEDULE OF DRAWINGS-3

SHEET NO. DESCRIPTION OF DRAWINGS

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 6 OF 53

T-6 6

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 53A-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 53

A-2 8

TYPICAL AC OVERLAY SECTION

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 9 OF 53

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 53

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 53

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 53

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 53

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 53

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 53

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 53

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 53

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 53

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 53

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 53

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 53

C-9 21

PAVEMENT MARKING DETAILS

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 22 OF 53

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 53

D-2 23

CONTROLLED AND RESTRICTED AREA SIGN BOARD TYPE 1

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 24 OF 53

D-3 24

RESTRICTED AREA SIGN BOARD, TYPE 2

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 25 OF 53

D-4 25

PLAN

SECTION

DETAILS OF PRE-CAST CONCRETE MANHOLE (ELECT)

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 26 OF 53

E-1 26

PLAN

SECTION

Unit: mm

DETAILS OF PRE-CAST CONCRETE MANHOLE (ELECT)

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 27 OF 53

E-2 27

CABLE RACKS AND HOOKS FOR PRE-CAST CONCRETE MANHOLE (ELEC)

UNDERGROUND CONDUIT INSTALLATION

& SURFACE RESTORATION DETAILS

Unit: mm

DETAILS OF CABLE RACKS, HOOKS AND CONDUIT

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 28 OF 53

E-3 28

CUBICLE TRANSFORMER STATION

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 29 OF 53

SHEET NUMBER

E-4 29

Approx. 2,500mm Approx. 2,000mm

Ap pr ox . 2

,3 m m

CUBICLE TRANSFORMER STATION DIAGRAM

DRAWING BY: YT AIRFIELDS/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 30 OF 53

SHEET NUMBER

E-5 30

ELB P x 10

50AF / 20AT

FOR EXTERIOR LIGHTS

PLAN OF BAK-12

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 31 OF 53

F-1 31

POLYETHYLEN PANEL DETAIL

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 32 OF 53

F-2 32

CABLE TIE DOWN ANCHOR AND ANCHOR STUD DETAIL

Unit: mm

POLYETHYLEN PANEL DETAIL

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 33 OF 53

F-3 33

AIR FORCE AIRCRAFT TIEDOWN

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 34 OF 53

F-4 34

AIRCRAFT TRIM PAD AND THRUST ANCHOR

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 35 OF 53

F-5 35

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 36 OF 53

F-6 36

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 37 OF 53

F-7 37

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 38 OF 53

F-8 38

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 39 OF 53

F-9 39

VEHICLE CONTOL SIGN

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 40 OF 53

F-10 40

Unit: inch (cm)

BIRD SPIKE

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 41 OF 53

F-11 41

V-TYPE CONCRETE DITCH DETAIL

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 42 OF 53

G-1 42

GUTTER INLET DETAIL

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 43 OF 53

G-2 43

Unit: inch (mm)

AIRCRAFT LOAD-RATED WATER PROOF MANHOLE COVER

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 44 OF 53

G-3 44

PRECAST FREE GRADIENT DITCH DETAIL

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 45 OF 53

G-4 45

NEW AC

NFS BASE

NFS SUBBASE

EXCAVATION SLOPE WILL BE DETRMONED AT JOB SITE.

Unit: mm

PRECAST CONCRETE BOX COLVERT

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 46 OF 53

H-1 46

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 47 OF 53

H-2 47

"D"=PIPE DEPTH TO INVERT

PIPE UNDER AC PAVEMENT DETAIL

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 48 OF 53

H-3 48

OFF-ROAD TRENCH DETAIL

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 49 OF 53

H-4 49

RAISE/LOWER HANDHOLE FRAME & COVER

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 50 OF 53

H-5 50

RAISE/LOWER CATCH BASIN FRAME & COVER

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 51 OF 53

H-6 51

* D=Pipe Diameter Size, 150 mm diameter

SUB DRAIN PIPE

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 52 OF 53

H-7 52

INSTALL GEOTEXTILE BY GREEN-FRAME-METHOD

PROJECT TITLE: RF.NO. SEQ.NO.

DRAWING BY: YT AIRFIELD/PAVEMENTS IDIQ CONTRACT

CHECKED BY: YT 53 OF 53

J-1 53