DBKL JPIF - PELAN PIAWAIAN UNTUK KERJA KEJURUTERAAN AWAN - 2014.pdf

REFER DETAIL B

N T OOMINAL 2m CON INU US

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DF

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SEE DETAIL ON

LOCKING DEVICE

WEATHER STRIP

6mm SCREW12mm

5mm

25mm

6mm SCREW

12mm25mm

SECTION C - C

X N O VE ISTI G R AD LE EL

00mm40

LA A A T CNEW YER OF SPH L I

CR T MCON E E PRE IX110

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SECTION X - X(N O CALE)OT T S

m80 m

30 mm

os. 2 DIA.2 N 1

M. BARS

280

50

03

3 5 A.DI

MS SPACER. S

450

510

F

IE

RO

NT

V

W

ROAD SURFACE/

WEARING COURSE

225mm O GLAZE WARE PIPE

70mm x 70mm x 6mm THK

ANGLE BEDDED IN CONCRETE

WITH TAIL AT 300mm c/c

ROAD KERB (CONCRETE GRADE 25)

(MIN)

300300

50 250 50

22

5

100 150 100 100mm THK CONCRETE

SURROUND GRADE 15

50mm THK LEAN

CONCRETE

110 - 150 c/c BOTHWAY

3I

00

MN

0

10

01

0

20mmE

E

8mm

38

mm

FRONT

DETAILS OF LOCKING DEVICE

LUG TO REGISTER COVER

LIFTING HOLE

FA

ME

70

5

5

7

0R

x

A

B

B

A

PLAN

4mm DIA.

SPLIT PIN

STAINLESS

STEEL STUD

GALVANISED

STOPPER

SECTION E - E

PELAN PIAWAIANPELAN PIAWAIANPELAN PIAWAIANPELAN PIAWAIANUNTUK KERJA-KERJA KEJURUTERAAN AWAMUNTUK KERJA-KERJA KEJURUTERAAN AWAM

JABATAN PERANCANGAN INFRASTRUKTUR

DEWAN BANDARAYA KUALA LUMPUR

2014201420142014

NO. LUKISAN:NO. LUKISAN:

NO. SYIT:NO. SYIT: JUMLAH SYIT:JUMLAH SYIT:

0

Diagr00/Yus/2002Diagr00/Yus/2002

JPIF/STD/001

LIST OF STANDARD DRAWINGSLIST OF STANDARD DRAWINGS

No.No. TitleTitleDrawing

No.

Drawing

No.

Sheet

No.

Sheet

No.

ContentsContents

1.1. Semi mountable kerb type I and type II (for main road).Semi mountable kerb type I and type II (for main road). JPIF/STD/002JPIF/STD/002 11

2.2. Semi mountable kerb inlet details.Semi mountable kerb inlet details. JPIF/STD/002JPIF/STD/002 22

3.3. Mountable kerb type III and catchpit (for the residential area).Mountable kerb type III and catchpit (for the residential area). JPIF/STD/002JPIF/STD/002 33

4.4. Details for civil works kerbs.Details for civil works kerbs. JPIF/STD/002JPIF/STD/002 44

5.5. Kerb details (extruded kerb).Kerb details (extruded kerb). JPIF/STD/002JPIF/STD/002 55

6.6. Details for civil works precast concrete kerbs and channels.Details for civil works precast concrete kerbs and channels. JPIF/STD/002JPIF/STD/002 66

7.7. Details for civil works kerb type MI (300mm).Details for civil works kerb type MI (300mm). JPIF/STD/002JPIF/STD/002 77

8.8. JPIF/STD/002JPIF/STD/002 88

9.9. Extruded in-situ concrete kerbs, p.c. concrete scupper kerbs,

trap & pipe.

Extruded in-situ concrete kerbs, p.c. concrete scupper kerbs,

trap & pipe.

JPIF/STD/002JPIF/STD/002 99

10.10. Dropped kerbs for sustainable greenbelt footpath (1).Dropped kerbs for sustainable greenbelt footpath (1). JPIF/STD/002JPIF/STD/002 1010

11.11. JPIF/STD/002JPIF/STD/002 1111

12.12. Zinc galvanised steel grating.Zinc galvanised steel grating. JPIF/STD/003JPIF/STD/003 1212

13.13. Zinc galvanised steel grating over slab of drain/sump.Zinc galvanised steel grating over slab of drain/sump. JPIF/STD/003JPIF/STD/003 1313

14.14. Details of steel grating for sump.Details of steel grating for sump. JPIF/STD/003JPIF/STD/003 1414



17.17. Details of steel grating and manhole cover.Details of steel grating and manhole cover. JPIF/STD/003JPIF/STD/003 1717

18.18. Details of FRP grating and manhole cover.Details of FRP grating and manhole cover. JPIF/STD/003JPIF/STD/003 1818

19.19. JPIF/STD/003JPIF/STD/003 1919

20.20. Precast compressed concrete slab - single.Precast compressed concrete slab - single. JPIF/STD/004JPIF/STD/004 2020

21.21. Precast compressed concrete slab - twin.Precast compressed concrete slab - twin. JPIF/STD/004JPIF/STD/004 2121

22.22. Precast compressed concrete slab - details reinforcement.Precast compressed concrete slab - details reinforcement. JPIF/STD/004JPIF/STD/004 2222

23.23. Precast compressed concrete slab-technical specification

- single slab.

Precast compressed concrete slab-technical specification

- single slab.JPIF/STD/004JPIF/STD/004 2323

24.24. JPIF/STD/004JPIF/STD/004 2424

25.25. Anti climb fence. Anti climb fence. JPIF/STD/005JPIF/STD/005 2525

26.26. Details of half round glazed ware channels including RC slabsDetails of half round glazed ware channels including RC slabs JPIF/STD/006JPIF/STD/006 2626

27.27. Details of precast concrete block drain & reinforced concrete

slab culvert.

Details of precast concrete block drain & reinforced concrete

slab culvert.JPIF/STD/006JPIF/STD/006 2727

28.28. Details of precast concrete pipe culvert.Details of precast concrete pipe culvert. JPIF/STD/007JPIF/STD/007 2828

29.29.

30.30.

31.31.

32.32.

33.33.

34.34.

Details for civil works kerb type MI (225mm).Details for civil works kerb type MI (225mm).

Dropped kerbs for sustainable greenbelt footpath (1).Dropped kerbs for sustainable greenbelt footpath (1).

Details of FRP grating and manhole cover.Details of FRP grating and manhole cover.


- twin slab.


- twin slab.

Details of outlet from kerb.Details of outlet from kerb. JPIF/STD/008JPIF/STD/008 2929

Details for entrance culvert for OSA development.Details for entrance culvert for OSA development. JPIF/STD/009JPIF/STD/009 3030

Details for gully grate trap.Details for gully grate trap. JPIF/STD/010JPIF/STD/010 3131

Details for civil works for gully grate.Details for civil works for gully grate. JPIF/STD/010JPIF/STD/010 3232

Concrete pit details.Concrete pit details.JPIF/STD/011JPIF/STD/011 3333

Details for chain link fencing and gate.Details for chain link fencing and gate. JPIF/STD/012JPIF/STD/012 3434

35.35. Details for standard galvanised tapered octogonal street

lighting column details.

Details for standard galvanised tapered octogonal street



No.No. TitleTitleDrawing

No.

Drawing

No.

Sheet

No.

Sheet

No.

36.36. Details for standard galvanised tapered octogonal street



lighting column details. JPIF/STD/013JPIF/STD/013 3636

37.37. JPIF/STD/013JPIF/STD/013 3737

38.38. Susunatur papantanda amaran untuk kerja pembinaan.

Kawalan lalulintas satu lorong (bahagian luar) dari dua

lorong ditutup.

Susunatur papantanda amaran untuk kerja pembinaan.

Kawalan lalulintas satu lorong (bahagian luar) dari dua

lorong ditutup.


39.39.JPIF/STD/014JPIF/STD/014 3939

40.40. Papantanda amaran untuk kerja pembinaan.

1. Kon kawalan lalulintas 2. Tanda lepasan.

Papantanda amaran untuk kerja pembinaan.

1. Kon kawalan lalulintas 2. Tanda lepasan.


41.41. JPIF/STD/014JPIF/STD/014 4141

42.42. JPIF/STD/014JPIF/STD/014 4242

43.43. 1. Details for clearance marker sign &

2. Reflective delineators.

1. Details for clearance marker sign &

2. Reflective delineators.


44.44. JPIF/STD/015JPIF/STD/015 4444

45.45. Details for wash trough.Details for wash trough. JPIF/STD/016JPIF/STD/016 4545

46.46. Kerja memasang heavy duty interlocking concrete paving

blocks di pintu keluar/masuk tapak pembinaan.

Kerja memasang heavy duty interlocking concrete paving

blocks di pintu keluar/masuk tapak pembinaan.JPIF/STD/017JPIF/STD/017 4646

47.47. Standard size box culvert complete with dry weather flowStandard size box culvert complete with dry weather flow JPIF/STD/018JPIF/STD/018 4747

48.48. Details of sump.Details of sump. JPIF/STD/019JPIF/STD/0194848

50.50. Details for project signboard.Details for project signboard. JPIF/STD/021JPIF/STD/021 5050

51.51. JPIF/STD/022JPIF/STD/022 5151

52.52. 5252

53.53. JPIF/STD/022JPIF/STD/022 5353

54.54. Street name plate (aluminium composite plate) single face

construction details type B2.

Street name plate (aluminium composite plate) single face

construction details type B2.


55.55. JPIF/STD/022JPIF/STD/022 5555

56.56.

58.58. Rekabentuk dan keratan rentas jalan-jalan di kawasan

perumahan. (40 -0) 12192mm) two way circulation.

Rekabentuk dan keratan rentas jalan-jalan di kawasan



Papantanda amaran untuk kerja pembinaan - tanda AWAS -Papantanda amaran untuk kerja pembinaan - tanda AWAS -

Details for heavy duty interlocking concrete paving blocks.Details for heavy duty interlocking concrete paving blocks.

Street name plate and construction details (with aluminium

composite plate) type A1.

Street name plate and construction details (with aluminium

composite plate) type A1.

Detailed layout and standard lettering for street name plate.Detailed layout and standard lettering for street name plate.






Kawalan lalulintas diatas laluan dua lorong


Kawalan lalulintas diatas laluan dua lorong


1. Tanda lencongan 2. Tanda Awas.


1. Tanda lencongan 2. Tanda Awas.

49.49. Details for half round glazed ware channels including

RC slabs (modified version).

Details for half round glazed ware channels including

RC slabs (modified version).JPIF/STD/020JPIF/STD/020 4949

Street name plate and construction details with dome (with

aluminium composite plate) type B (flag & centre).

Street name plate and construction details with dome (with

aluminium composite plate) type B (flag & centre).

JPIF/STD/022JPIF/STD/022

Street name plate (aluminium composite plate) double faces

construction details type B1 (flag & centre).

Street name plate (aluminium composite plate) double faces

construction details type B1 (flag & centre).

Detailed layout and standard lettering for addedum plate.Detailed layout and standard lettering for addedum plate. JPIF/STD/022JPIF/STD/022 5656

57.57. Papantanda sempadan Wilayah Persekutuan Kuala Lumpur.Papantanda sempadan Wilayah Persekutuan Kuala Lumpur. JPIF/STD/022JPIF/STD/022 5757

59.59. Rekabentuk dan keratan rentas jalan-jalan di kawasan


Rekabentuk dan keratan rentas jalan-jalan di kawasan



60.60. Keratan rentas rezab jalan 50(15240mm) tanpa tempat letak

kereta.

Keratan rentas rezab jalan 50(15240mm) tanpa tempat letak

kereta.


61.61. JPIF/STD/023JPIF/STD/023 6161

62.62. Keratan rentas rezab jalan 66(20117mm)Keratan rentas rezab jalan 66(20117mm) JPIF/STD/023JPIF/STD/023 6262

63.63. JPIF/STD/023JPIF/STD/023 6363

64.64. JPIF/STD/023JPIF/STD/023 6464

65.65. JPIF/STD/023JPIF/STD/023 6565

66.66. JPIF/STD/023JPIF/STD/023 6666

Keratan rentas rezab jalan 50(15240mm) berserta tempat

letak kereta.

Keratan rentas rezab jalan 50(15240mm) berserta tempat

letak kereta.

Keratan rentas rezab jalan 80(24384mm)Keratan rentas rezab jalan 80(24384mm)



Pelan susunatur persimpangan menunjukkan lokasi perabut

jalan dan tanda jalan.

Pelan susunatur persimpangan menunjukkan lokasi perabut

jalan dan tanda jalan.

300mm THICK WELL

COMPACTED CRUSHERUN

(Min)

ROAD SURFACE/

WEARING COURSE

550

30017575

12

5

15

2

03

0

75

10

0

30

0

1 : 12

CONCRETE GRADE 25

(Min)

DI SEDIAKAN

DI LUKIS :

DI SEDIAKAN

DI LUKIS :

DI SEMAK :DI SEMAK :

DI PERIKSA :DI PERIKSA :

TARIKH :TARIKH :

TAJUK LUKISAN:TAJUK LUKISAN:

05/11/201205/11/2012

PP MOHD FAIRUZPP MOHD FAIRUZ

300mm THICK WELL

COMPACTED CRUSHERUN

(Min)

10017575

03

0

ROAD SURFACE/

WEARING COURSE

CONCRETE

GRADE 25

(Min)

03

0

51

27

51

00

DETAIL OF KERB (TYPE I)

(EXTRUDED - SEMI MOUNTABLE KERB)

DETAIL OF KERB (TYPE II)

(EXTRUDED - SEMI MOUNTABLE KERB)

SCALE 1 : 75SCALE 1 : 75

SEMI MOUNTABLE KERB

TYPE I and II

(For The Main Road) 1

PJT HJ. YUSOFPJT HJ. YUSOF

NOTES :-

1. JABATAN PERANCANGAN INFRASTRUKTUR (JPIF) STANDARD

DRAWING ARE FOR INFORMATION ONLY.

2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD

BE DONE ACCORDINGLY TO THE SITE CONDITION.

3. ALL CONSTRUCTION DRAWING MUST BE APPROVED BY

SUPERINTENDING OFFICER BEFORE COMMENCEMENT

OF WORKS.

NOTES :-







OF WORKS.






JPIF/STD/002


B. ng (Ho s M.S ng.), M EM, . ngE n ), c (E I PETIMB LAN E GA AH ANAA P N R K NA ATAN ERAN A A INFRA T UKTUJ B P C NG N S R R

B. ng (Ho s M.S ng.), M EM, . ngE n ), c (E I PETIMB LAN E GA AH ANAA P N R K NA ATAN ERAN A A INFRA T UKTUJ B P C NG N S R R

IR K. HAKUMARNANTIR K. HAKUMARNANT SEN MIR. WAN G K. .WSEN MIR. WAN G K. .W

NO. YIT: SNO. YIT: S J M H S :U LA YITJ M H S :U LA YIT

B.Sc (Hons) M I.E M., P Eng . . . P NG RAE A H

J B T PER NCANG N I R STRUK URA A AN A A NF A T

B.Sc (Hons) M I.E M., P Eng . . . P NG RAE A H

J B T PER NCANG N I R STRUK URA A AN A A NF A T

O L K AN:N . U ISO L K AN:N . U IS



TARIKH :TARIKH :


05/11/201205/11/2012


SEMI MOUNTABLE KERB INLET

DETAILS

01 0

ISOMETRIC VIEW OF KERB WITH

INLET OPENING

R6 - 100 c/c

2R18

51 :

300

010

505

NOT TO SCALE

300mm THICK WELL

COMPACTED CRUSHERUN

(Min)

ROAD SURFACE/

WEARING COURSE

550

30017575

00

15

7

1 : 5

CONCRETE

GRADE 25 (Min)

75

R6-100

225mm O GLAZED WARE

OUTLET PIPES

100mm THK

CONCRETE SURROUND

GRADE 15

DETAILS OF KERB INLET

2

DI SEDIAKAN

DI LUKIS :

DI SEDIAKAN

DI LUKIS :







JPIF/STD/002

NOTES :-







OF WORKS.

NOTES :-







OF WORKS.


B g ( o M S g ), M M ng.En H ns), . c (En . IE , P.ETIM N E A H NABALA P NG RA KA NA AT N E AN A A NF A KTJ B A P R C NG N I R STRU UR


IR UMARK. NANTHAKIR UMARK. NANTHAK IR. WAN SEN K.M.WG IR. WAN SEN K.M.WG

N . TO SYI :N . TO SYI : J M H S :U LA YITJ M H S :U LA YIT

. c (Ho s I. M , P E gB S n ) M. E. . . nNG APE AR H

P R NG I R ST U UJABATAN E ANCA AN NF A R KT R



O K A :N . LU IS NO K A :N . LU IS N



TARIKH :TARIKH :


05/11/201205/11/2012


MOUNTABLE KERB

TYPE III AND CATCHPIT

(For The Residential Area) 3

KERB TYPE III(EXTRUDED - MOUNTABLE KERB - FOR 40 & 50

ROAD RESERVE - RESIDENTIAL AREA ONLY)

ROAD SURFACE/

WEARING COURSE

SCALE 1 : 15

300mm THK WELL

COMPACTED CRUSHERUN

(MIN)

80 260 260

300

R

R300

1 : 12

150

25

2

GRATING/P.C SLAB COVER TO DETAILOF DRAINCL

bb

300

60

0

PLAN OF OUTLET FROM CATCHPITSCALE 1 : 30

GREEN ZONECATCHPIT

225 O GRACE WARE PIPE

100mm THK CONCRETE SURROUND GRADE 15

SECTION b - bSCALE 1 : 30

ROAD SURFACE/

WEARING COURSE

1 : 40

50 x 12mm THK GALV. STEEL

PLATE AT 50mm c/c

225mm O GLAZE WARE PIPE60 x 12mm THK GALV. STEEL

PLATE

HINGE (20mm O.D.I GALVANISED

STEEL BAR CAST INTO CONC. SIDE)




ROAD KERB

Z Z

50 250 300

50

60

050

4

YP

5(T

)

ROAD SURFACE/

WEARING COURSE

225mm O GLAZE WARE PIPE




ROAD KERB (CONCRETE GRADE 25)

(MIN)

300300

50 250 50

25

2

100 150 100 100mm THK CONCRETE

SURROUND GRADE 15

50mm THK LEAN

CONCRETE

110 - 150 c/c BOTHWAY

30

0 M

IN1

00

10

0

SECTION Z - ZSCALE 1 : 15

GALVANISED STEEL GRATING (CATCHPIT)

SCALE 1 : 15

DI SEDIAKAN

DI LUKIS :

DI SEDIAKAN

DI LUKIS :


50mm STEEL ROD

AS HING ROD






JPIF/STD/002

NOTES :-

1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD






OF WORKS.

NOTES :-







OF WORKS.













TARIKH :TARIKH :


05/11/201205/11/2012


DETAILS FOR CIVIL WORKS KERBS

43

50

100

600

600

KERB (TYPE I)

2R10

150

300

105

R6-100c/c

35

0

600

060

KERB TYPE C(WITH INLET OPENING)

Grade 20 - 20mm AGG

25mm

CHAMFER

450 50 100

R25

75

20

0

100

12

52

25

50

KERB (TYPE I)

BEDDING CONCRETE

GRADE 15

BEDDING CONCRETE

GRADE 15

57

10037

23

5

100

50

25

21

00

KERB (TYPE II)

KERB (TYPE III)

1 : 12

75

21

3

450

600

20

0

DI SEDIAKAN

DI LUKIS :

DI SEDIAKAN

DI LUKIS :







JPIF/STD/002

NOTES :-







OF WORKS.

NOTES :-







OF WORKS.













TARIKH :TARIKH :


26/10/201226/10/2012


KERB DETAILS(EXTRUDED KERB)

5

NOTE : -

ALL DIMENSION ARE IN MM

CONCRETE SHALL BE OF GRADE 20

TYPE II(NOT TO SCALE)

2R-

5

17

5

150 25

01

0

00

1

175 75

250

150

17

5

TYPE I(NOT TO SCALE)

25

R-25

15

0

175 450

625

15

02

0

450175

625

TYPE III(NOT TO SCALE)

10

02

0

10

05

0

125 50

R-25

R-25

150 25

R-25

75

10

01

175

10

02

0

450

625

TYPE IV(NOT TO SCALE)

DI SEDIAKAN

DI LUKIS :

DI SEDIAKAN

DI LUKIS :







JPIF/STD/002

NOTES :-







OF WORKS.

NOTES :-







OF WORKS.













TARIKH :TARIKH :


05/11/201205/11/2012


DETAILS FOR CIVIL WORKS PRECAST

CONCRETE KERBS AND CHANNELS

6

100

100 125 150

375

DETAIL OF BED AND HAUNCH

FOR KERB AND CHANNEL

AREA OF CONCRETE BASE AND

HAUNCHING = 0.0528 m

AREA OF KERB AND CHANNEL

SLAB = 0.0394 m 2

2

175

57

175

75

01

0

75

71

5

100

175

75

01

0

100 125 75

300

100

610

250

512

DETAIL OF BED AND HAUNCH

FOR KERB

AREA OF CONCRETE BASE AND

HAUNCHING = 0.04812 m

AREA OF KERB = 0.0281 m2

2

ISOMETRIC VIEW OF

STRAIGHT KERB I

106

100

125

250

ISOMETRIC VIEW OF

STRAIGHT KERB II

610

150

75

ISOMETRIC VIEW OF

CHANNEL SLAB

610

18

3

102 356 152C

C

25

25

89

152

89

PLAN

2 Nos. 13mm DIA. M.S. BARS

52

0

125

ISOMETRIC VIEW

300

310

300

100

6mm DIA. M.S. BARS

A

A

PRECAST CONCRETE KERB

TYPE D

SECTION A - A

8 Nos. 6mm DIA.

M.S. BARS

2 Nos. 13mm DIA.

M.S. BARS

01 0

25

0

2 Nos. 6mm DIA. M.S. BARS

6mm M.S. SPACERS BARS

150

100

05

14

51

125

310

150

ISOMETRIC VIEW

PRECAST CONCRETE KERB

TYPE B

ELEVATION

610

76

12

0

76

152102 356

22mm DIA.

DOWEL BAR

SECTION C - C

381

2525

17

81

02

152114 114

22mm DIA.

DOWEL BAR

ISOMETRIC VIEW

PLAN SECTION B - B

45

7

610

12

7

457

127 90

B

B

229

25

4

203

DETAIL OF HALF QUARDRANT CORNER KERB

ALL DIMENSIONS STATED ARE IN mm.

THE CONVERSION FACTOR USED IS 1 IN = 25.4mm

AND ALL VALUES AFTER THE DECIMAL WERE

OMITTED.

RADIUS KERB AND CHANNEL SHALL BE CAST IN 610mm.

LENGHTS TO THE FOLLOWING RADII ONLY 610mm,

1219mm, 1829mm, 2438mm, 3048mm AND 3658mm

STRAIGHT KERB I SHALL BE CAST IN 610mm. LENGHT

FOR ARE RADII EXCEEDING 13,716mm UP TO MAX

RADII OF 36,576mm.

STRAIGHT KERB II FOR RADII EXCEEDING 36,576mm

AND ON ALL STRAIGHT RUN KERBS CAST IN 914mm

LENGHTS SHALL BE USED.

STRAIGHT CHANNEL SHALL BE CAST IN 610mm

LENGHT ONLY GL. L CONCRETE USED IN SLAB

CONSTRUCTION TO BE 1 : 2 : 4 (20mm AGG) MAX.

MINING BALLAST MAY NOT BE USED.

1.

2.

3.

4.

5.

6.

7.

NOTE :

DI SEDIAKAN

DI LUKIS :

DI SEDIAKAN

DI LUKIS :







JPIF/STD/002

NOTES :-







OF WORKS.

NOTES :-







OF WORKS.













TARIKH :TARIKH :


15/11/201215/11/2012


DETAILS FOR CIVIL WORKS KERB

TYPE MI DETAILS (300)7

610

140(6)

280

65

125(5)

30

0

FRONT VIEW

KERB OUTLET MI KERB

610

75

150

RC CHANNEL SLAB BLOCK

CHANNEL SLAB

150(6)

22

5(9

)

CONCRETE FOUNDATION 100 THICK (4)

1:3:6 CONCRETE

57

52

2

150 150 150

01

05

72

25

00

3

DETAIL OF BED AND HAUNCH FOR

KERB AND CHANNEL

AREA OF CONC, BASE AND HAUNCHING = 0.0775m

AREA OF MI KERB & CHANNEL SLAB = 0.0550m

2

2

52

27

5

22

55

7

30

0

10

0

150 150 150


AREA OF MI KERB = 0.04375m

2

2


MI KERB WITHOUT CHANNEL BLOCK

s 2 No . 12 DIA.

RM.S BA

280

50

33

0 5 A. DI

M. SS SPACER

450

501

FRO

VIE

W

NT

T BE ED = 2O ROUND R 1 mm

1 51

610

50

03

3

150

DETAIL OF KERB AND KERB OUTLET MI

TYPE & CHANNEL BLOCK

1 - 1- 0

PC KERB

KE MIRB OUTLET

CONC. : 31 1 :

DIRE

CTIO

N O

F

FLO

W

610

015

35

5755

52

1 : 3 : 6 CONC. UNDA ON FO TI

GR T

O SU

IT

ON R TE P 2 5 D A. 1 OPC C C E PI E 5 I 9

- S TIX EC ON AT X - X

O 1 SCALE T - 0

S M I EW K B TL T EI O ETR C VI ER OU E MI TYP

W TH 2 .I 55

C PE9 O CON . PI

C 1 O 1 S ALE T - 0

DI SEDIAKAN

DI LUKIS :

DI SEDIAKAN

DI LUKIS :







JPIF/STD/002

NOTES :-







OF WORKS.

NOTES :-







OF WORKS.













TARIKH :TARIKH :


27/12/201227/12/2012


DETAILS FOR CIVIL WORKS KERB

TYPE MI. (225)8

610

140

100

22

5

KERB OUTLET MII KERB

57

01

5

100 150 150

01

05

71

50

22

5


MI KERB AND CHANNEL


AREA OF MI KERB & CHANNEL SLAB = 0.04219m

2

2

01

57

5

15

07

5

22

5

10

0

100 150 75


AREA OF MI KERB = 0.03094m

2

2


MI KERB WITHOUT CHANNEL BLOCK

25

2

150

T BE ED = 2O ROUND R 1 mm

610

75

52

2

150

DETAIL OF KERB & KERB OUTLET

CHANNEL BLOCK

PC KERB

CHANNEL SLAB

01

5

CONCRETE FOUNDATION 100mm THICK

1:3:6 CONCRETE

P.C KERB TYPE

610

75

150

RC CHANNEL SLAB BLOCK

CROSS SECTION X - X

75

o . 1 m2 N s 2m O

.SM BAR

5 Nos 6mm O

M.S SPACERS

1 : 1 : 3 CONC.

CONC.1 : : 3 1

610

150

150

75

3 : 6 C FO D TI1 : ONC. UN A ON

G

OS

T

R T

UI

KE B UTLET WITH 225mmR O

CONC. IPEP

100

ISOM TRIC VIEWE

L

DIRE

CTIO

N O

F

FOW

X

X

1 : NC. 3 : 6 CO

DI SEDIAKAN

DI LUKIS :

DI SEDIAKAN

DI LUKIS :







JPIF/STD/002

NOTES :-







OF WORKS.

NOTES :-







OF WORKS.













TARIKH :TARIKH :


24/03/201224/03/2012

MOHAMED FAIRUZMOHAMED FAIRUZ

EXTRUDED IN-SITU CONCRETE KERBS,

P.C. CONCRETE SCUPPER KERBS,

TRAP & PIPE. 9

210 40

30

0

2501

75

75

12

5

FINISHED ROAD LEVEL

TYPE BTYPE SM

175

30

0

17

5

75

25

17

5

250

FINISHED ROAD LEVEL

TYPE B-1

BARRIER KERBS

250 40

1 : 2030

0

12

5

250 300

11510

07

5

FINISHED ROAD LEVEL

EXTRUDED IN-SITU CONCRETE KERBS

FINISHED ROAD LEVEL

75

30

0

10

07

5

175

12

5

250 300

1 : 20

115

TYPE SM-1

SEMI MOUNTAIN KERBS

75 175

30

0

17

5

225

75

250

30

0

210 40

17

5

150

225

250

600

SECTION

SECTION

P.C. SCUPPER KERB

(TYPE SM)

25

0

45075 75

PLAN

PRECAST CONCRETE SCUPPER KERB (TYPE B)

600

FRONT VIEW

00

3

ISOMETRIC VIEW

250

17

5

600

75 75130 190 130 17

5 SECTION

EXRUDED IN-SITU VERGE/

FOOTWAY KERB

250

22

5

250100

600

300R

300R

11 : 2

FINISHED ROAD SIDE

TABLE LEVEL OR FOOTPATH FINISHED

ROAD LEVEL

15

0

15

07

57

5

600

450

30

0

75 75

PLAN

ISOMETRIC VIEW

19

0

600

300

17

5

19

0

75

600

3.7515

17

5

FRONT VIEW

PRECAST CONCRETE TRAP

P.C. SCUPPER KERB (TYPE B OR SM) & TRAP-PLAN

225mm DIA.

SGW PIPE

60

0

45

0

250 300

TYPICAL DETAILS OF SCUPPER KERB, TRAP & PIPE

225mm DIA SGW

PIPE & ELBOW 450

150mm THICK GRADE

15 CONCRETE HAUNCHING

PROP. FOOTPATH

75mm THICK GRADE

15 CONCRETE BASE

FINISHED ROAD LEVEL

P.C. TRAP TO DETAILS

P.C. SCUPPER KERB

(TYPE B OR SM)

TO DETAILS

00

2

17

5

SECTION

300

19

0

75

75 75

NOTE 1 : GRADE 25 CONCRETE TO

BE USED.

NOTE 2 : ABOVE DRAWINGS ARE

HOT TO SCALE.

NOTE :

(CAN BE USED WITH EITHER

P.C. SCUPPER KERB TYPE B

OR TYPE SM)

PJT HJ.YUSOFPJT HJ.YUSOF

DI SEDIAKAN

DI LUKIS :

DI SEDIAKAN

DI LUKIS :





PJT HJ.YUSOFPJT HJ.YUSOF

JPIF/STD/002

NOTES :-







OF WORKS.

4. ALL DIMENSIONS ARE IN mm.

NOTES :-







OF WORKS.

4. ALL DIMENSIONS ARE IN mm.












DROPPED KERBS FOR SUSTAINABLE

GREENBELT FOOTPATH (1)



1010

DI LUKIS:DI LUKIS:

DI SEMAK:DI SEMAK:


DI PERIKSA:DI PERIKSA:

TARIKH:TARIKH: 06.11.201206.11.2012







VARIES10002000

210 40

250 300

30

0

01

0

11

5

R20

FRONT VIEW DROPPED KERBSIDE VIEW FRONT VIEW

DETAIL OF DROPPED KERB TYPE ASCALE : 2 : 1

11

5

10

0

1000

15

11

00

30

0

ISOMETRIC VIEW

VR

IES

A

511

ISOMETRIC VIEW

SIDE VIEW

DETAIL OF CROSSING KERBSCALE : 2 : 1

11

5

300250

11

5

10

0

550

DROPPED KERB TYPE A TO DETAIL

CROSSING KERB TO DETAIL

DROPPED KERB TYPE A TO DETAIL

L - SHAPE KERB

30

0

VARI

ES

000

1

17

5

RIE

VA

S

0020

1000

JPIF/STD/002
















1111

DI LUKIS:DI LUKIS:

DI SEMAK:DI SEMAK:



TARIKH:TARIKH: 06.11.201206.11.2012







03

0

600

25

2

20R

210

30

0

22

5

40

0R2

250

600

25

0

40

600

30

0

210 40

250 30011

5

10

0

12

5

57

R20

R20

ROAD LEVEL

ISOMETRIC VIEW

ISOMETRIC VIEW

FRONT VIEW SIDE VIEW

TOP VIEW

SIDE VIEW

DETAIL OF PRECAST CONCRETE SCUPPER KERBSCALE : 2 : 1

DETAIL OF L - SHAPE KERBSCALE : 2 : 1

V

IA

RE

S

210 40

2

000

PRECAST CONCRETE SCUPPER KERB AS TO DETAIL

1000

1

000

4000

L - SHAPE KERB TO ACTUAL

XI

NG R

AD

E

STI

O

CROSSING KERB

600 FLUHS

RPO

SE W

AKW

Y

PO

D

L

A

A

PRO

OSD W

LWA

Y

P

E

K

1803

JPIF/STD/002













TARIKH :TARIKH :


05/11/201205/11/2012


ZINC GALVANISED

STEEL GRATING12

HINGE (20mm O.D.I GALVANISED

STEEL BAR CAST INTO CONC. SIDE)

60 x 60 x 10mm THK. ANGLE BEDDED

IN CONCRETE WITH FISH TAIL AT 300mm c/c

50 x 10mm THK ZINC GALVANISED

STEEL PLATE AT 40mm c/c

50 x 10mm THK ZINC

GALVANISED STEEL PLATE

DIRECTION OF PEDESTRIAN/

VEHICLE MOVEMENT


VEHICLE MOVEMENT

50 x 10mm THK ZINC

GALVANISED STEEL PLATE

610610

61

0

450

ZINC GALVANISED STEEL GRATING FOR

ENTRANCE CULVERT OVER DRAIN

SCALE 1 : 50

ZINC GALVANISED STEEL GRATING FOR SUMP

SCALE 1 : 50

DI SEDIAKAN

DI LUKIS :

DI SEDIAKAN

DI LUKIS :







JPIF/STD/003

NOTES :-







OF WORKS.

NOTES :-







OF WORKS.













TARIKH :TARIKH :


05/11/201205/11/2012


ZINC GALVANISED STEEL GRATING

OVER SLAB OF DRAIN/SUMP13

20mm O.D.I. GALVANISED IRON

PIPE CAST INTO CONC. SIDE

48

0

610

10

80FINISHED FOR WALKWAY

150

TYPE HR 1

30

0

SEE DETAIL FOR

CAST IN - SITU SLAB

ZINC GALVANISED

STEEL GRATING

EV

AR

IS

SE

E T

AB

LE

1300mm

HRGW

600

1090

SCALE 1 : 20

SEE DETAIL FOR

CAST IN - SITU SLAB

SECTION

SCALE 1 : 10

H FROM PLATFORM (LEVEL)

(mm)

TABLE 1

BRICKWALL THICKNESS (FOR DRAIN)

BRICKWALL THICKNESS

(mm)

UP TO 900 225

901 TO 1500 450

NOTE : R.C. PIPE CULVERTS TO BE USED FOR THE DRAIN HEIGHT

GREATER THAN 1.5m MIN. DIA. 900 OR BOX CULVERT 1.2m

TYPE HR 2

SEE DETAIL FOR

CAST IN - SITU SLAB

ZINC GALVANISED

STEEL GRATING

SCALE 1 : 20

52

0V

AR

IES

300mm

HRGW

750

1290

80 x 10mm THK. ZINC GALVANISED

STEEL PLATE

40 x 10mm THK. ZINC GALVANISED

STEEL PLATE

610

90 x 90 x 10mm THK. ANGLE BEDDED

IN CONC. WITH FISH TAIL AT 300 c/cPLAN

ZINC GALVANISED STEEL GRATING FOR

THE SLAB OF DRAIN/SUMP


VEHICLE MOVEMENT

SCALE 1 : 10


DI SEDIAKAN

DI LUKIS :

DI SEDIAKAN

DI LUKIS :







JPIF/STD/003

NOTES :-







OF WORKS.

NOTES :-







OF WORKS.











DI SEDIAKAN :DI SEDIAKAN :



TARIKH :TARIKH :


28/12/201228/12/2012


DETAILS OF STEEL GRATING FOR SUMP

14Diagr14/Yus/2002Diagr14/Yus/2002

HINGE TO HOOK

STEEL GRATING

50 x 50 < 8mm42

457

438

61

0

59

8

610 x 457

42 x 10mm M.S FLAT

15 Nos. @ 35.5 c/c

610 x 610

HINGE TO HOOK

STEEL GRATING

50 x 10mm M.S FLAT

15 Nos. @ 35.5 c/c

61

0

50

85

8

610

588

60 x 10mm M.S FLAT

15 Nos. @ 35.5 c/c

50 x 10mm M.S FLAT

15 Nos. @ 35.5 c/c

61

0

85

8

893

915

60

610 x 915

HINGE TO HOOK

STEEL GRATING6

10

70 x 70 < 10mm

610 x 838

838

816

610 x 711

40

710

688

58

8

HINGE TO HOOK

STEEL GRATING

60 x 10mm M.S FLAT

15 Nos. @ 35.5 c/c

HINGE TO HOOK

STEEL GRATING

61

0

58

8

60

70 x 10mm M.S FLAT

15 Nos. @ 35.5 c/c

60 x 60 < 10mm

60 x 60 < 10mm 70 x 70 < 10mm 80 x 80 < 10mm

610 x 1067

61

0

HINGE TO HOOK

STEEL GRATING

85

8

70

1045

1067







JPIF/STD/003

NOTES :-







OF WORKS.

NOTES :-







OF WORKS.














TARIKH :TARIKH :


30/12/201230/12/2012


15Diagr15/Yus/2002Diagr15/Yus/2002

80 x 10mm M.S FLAT

13 Nos. @ 45.5 c/c61

0

1219 x 610

80

57

0

HINGE TO HOOK

STEEL GRATING

100 x 100 < 20mm

1219

1179

20mm

HINGE TO HOOK

STEEL GRATING

100 x 20mm M.S FLAT

13 Nos. @ 45.5 c/c

61

0

57

0

100

1523

1483

20mm

1523 x 610

120 x 100 < 20mm

90

1371

1331

20mm

110 x 110 < 20mm

61

0

57

0

1371 x 610

HINGE TO HOOK

STEEL GRATING

90 x 20mm M.S FLAT

13 Nos. @ 45.5 c/c







JPIF/STD/003

NOTES :-







OF WORKS.

NOTES :-







OF WORKS.

DETAILS OF STEEL GRATING

FOR SUMP














TARIKH :TARIKH :


30/12/201230/12/2012


DETAILS OF STEEL GRATING

FOR SUMP16


HINGE TO HOOK

STEEL GRATING

110 x 30mm M.S FLAT

11 Nos. @ 55.5 c/c

61

0

55

0

110

1675

1615

30mm

140 x 140 < 30mm

1675 x 610

HINGE TO HOOK

STEEL GRATING

120 x 30mm M.S FLAT

11 Nos. @ 55.5 c/c

61

0

55

0

120

1827

1767

30mm

150 x 150 < 30mm

1827 x 610







JPIF/STD/003

NOTES :-







OF WORKS.

NOTES :-







OF WORKS.











BEARING BAR

CROSS BAR

HINGE PIN

A

A

SECTION A - A

HINGE PINFRAME ( A )

GRATING ( a )

150mm

FINISHED ROAD LEVEL

EPOXY COMPOUND

PIT (mm)

EPOXY MORTAR

VARIES

20mm

FRAME HEIGHT

GRATING HEIGHT

FRAME ( B )

GRATING ( b )

120

PIT (mm)


DETAILS OF STEEL GRATING AND MANHOLE COVERDETAILS OF STEEL GRATING AND MANHOLE COVER

1717

DI SEDIAKAN:DI SEDIAKAN:

DI SEMAK:DI SEMAK:



TARIKH:TARIKH: 25.02.201225.02.2012








JPIF/STD/003

NOTES :-







OF WORKS.

NOTES :-







OF WORKS.












DETAILS OF FRP GRATING AND MANHOLE COVERDETAILS OF FRP GRATING AND MANHOLE COVER

1818

SECTION A - A

HINGE PINFRAME ( A )

GRATING ( a )

150mm

FINISHED ROAD LEVEL

EPOXY COMPOUND

PIT (mm)

EPOXY MORTAR

VARIES

20mm

FRAME HEIGHT

GRATING HEIGHT

M 16 CAP NUT

BASE PLATE

M 16 HEX. BOLT

STANDARD TYPE R - TYPE ( RUBBER PAD TYPE )

M 16 CAP NUT

BASE PLATE

HARD RUBBER

WELD ( 2 POINT )

BEARING BAR CROSS BAR

A

ANOMINAL WIDTH

WIDTH OF GRATING (b)

DI LUKIS:DI LUKIS:

DI SEMAK:DI SEMAK:



TARIKH:TARIKH: 10.02.201210.02.2012








JPIF/STD/003

NOTES :-







OF WORKS.

NOTES :-







OF WORKS.





















30

30

7

100

100

75

6 x 6 CROSS BAR (SQ TWISTED)

75 x 6 FLAT BAR

F

WID

TH O

GRA

TING

(W)

NGH O

F GRAT

G (L)

LE

T

IN

4


1919

DI SEDIAKAN:DI SEDIAKAN:

DI SEMAK:DI SEMAK:



TARIKH:TARIKH: 28.02.201228.02.2012








JPIF/STD/003

NOTES :-







OF WORKS.

NOTES :-







OF WORKS.

DETAILS OF FRP GRATING AND MANHOLE COVERDETAILS OF FRP GRATING AND MANHOLE COVER


PRECAST COMPRESSED CONCRETE SLAB

- SINGLE-


- SINGLE-

2020

DI LUKIS:DI LUKIS:

DI SEMAK:DI SEMAK:



TARIKH:TARIKH: 08.11.201208.11.2012








600

72 5530

39

5

12

59

0

95

3

45

50mm x 50mm

5mm thk. Angle Bar

PLAN VIEW SIDE VIEW

600

50mm

FRONT VIEW SINGLESLAB 600mm x 800mm

* To be purchased from approved manufacture

CAST IRON FRAME

610

405

JPIF/STD/004













- TWIN -


- TWIN -

2121

DI LUKIS:DI LUKIS:

DI SEMAK:DI SEMAK:



TARIKH:TARIKH: 08.11.201208.11.2012








616

72 30 55

50

600

21

5

93

5

90

81

2

610

50

600

50

39

5

10

8

50mm x 50mm

5mm thk. Angle Bar

PLAN VIEW

FRONT VIEW

SIDE VIEW

TWIN SLAB 600mm x 800mm

CAST IRON FRAME

* To be purchased from approved manufacture

810

160

JPIF/STD/004













- DETAIL REINFORCEMENT


- DETAIL REINFORCEMENT

2222

DI LUKIS:DI LUKIS:

DI SEMAK:DI SEMAK:



TARIKH:TARIKH: 08.11.201208.11.2012








39

5

553072

600

21

59

0

PLAN VIEW SIDE VIEW

39

5

50

Y10

50

600

Y12

FRONT VIEW

55

Load

Kn SpanTon

Qk

load

kN/m

Consider qk

load, kN/m

25% on axle

50

9050

B I D

Concrete

density Fcu

Sw

gk

kN/m

W,

kN/m F

Atas

As

BesiM,

kN/m K Z X

Bawah

As

7 70 0.4 28 7 0.06 0.05 0.04 24.50 25 0.07 11.29 0.28 0.23 0.113 0.95d 38.00 -

Provide

1 Y 10

14.85-

Provide

1 Y 10

7 70 0.6 42 10.5 0.09 0.05 0.03 24.50 25 0.11 16.95 0.42 0.76 0.384 0.78d 28.50 3Provide

3 Y 12

(center)

66.2338.53

JPIF/STD/004













- TECHNICAL SPECIFICATION

(SINGLE SLAB)



(SINGLE SLAB) 2323

DI LUKIS:DI LUKIS:

DI SEMAK:DI SEMAK:



TARIKH:TARIKH: 08.11.201208.11.2012








TECHNICAL SPECIFICATION

SIZE : 600mm x 395mm

THICKNESS : 50mm

COLOUR : GREY WHITE

WEIGHT : 28kg/pc

AREA COVERAGE : 0.25m.sq

CONCRETE GRADE : 1:1:2


OVERALL SIZE : 610mm x 405mm

SIZE ANGLE BAR : 50mm x 50mm

x 5mm THICK

DESIGN ACCORDANCE TO BS EN 124:1994

GULLY TOPS & MANHOLE FOR VEHICULAR

& PEDESTRIAN AREAS

SINGLE SLAB 600mm x 395mm

JPIF/STD/004














(TWIN SLAB)



(TWIN SLAB) 2424

DI LUKIS:DI LUKIS:

DI SEMAK:DI SEMAK:



TARIKH:TARIKH: 08.11.201208.11.2012









SIZE : 600mm x 800mm

THICKNESS : 50mm

COLOUR : GREY WHITE

WEIGHT : 28kg/pc x 2 pcs

AREA COVERAGE : 0.50m.sq

CONCRETE GRADE : 1:1:2

TESTED TO 7 TON


OVERALL SIZE : 610mm x 810mm

SIZE ANGLE BAR : 50mm x 50mm

x 5mm THICK

DESIGN ACCORDANCE TO BS EN 124:1994

GULLY TOPS & MANHOLE FOR VEHICULAR

& PEDESTRIAN AREAS

TWIN SLAB 600mm x 800mm

JPIF/STD/004











TAJUK LUKISAN:TAJUK LUKISAN:DI LUKIS:DI LUKIS:

DI SEMAK:DI SEMAK:



TARIKH:TARIKH: 06.11.201206.11.2012







50mm

5m

0m

4m

5m

SQUARE HOLLOW SECTIONL - ANGEL

1750mm

50mm 50mm 50mm 50mm125mm 125mm 125mm

50m

m

10

5

mm

METHOD OF FABRICATION

4 m4 m

LUKISAN PIAWAIPAGAR KESELAMATAN PEJALAN KAKI

50 m

m

01

00

mm

57

0m

m

20

0m

m

1.1.2.2. 3.3.

NOTE :-

1. FIBRE REINFORCED PLASTIC (FRP)

UNIT SHALL BE MADE WITH RESIN

MASTIC OF FIRE RETARDANT I

SOPHTHALIC POLYESTER RESIN

SYSTEM WITH UV INHIBITOR.

2. FRP SHALL CONFIRM WITH 15 TEST

SPECIFICATION IN JPIF DBKL GUARD

RAILING CONTRACT DOCUMENT.

3. EPOXY RESIN MASTIC ADHERSIVE

SHALL BE USED FOR JOINTING AND

FABRICATION.

ANTI CLIMB FENCE

2525

JPIF/STD/005













TARIKH :TARIKH :


26/10/201226/10/2012


DETAILS OF HALF ROUND GLAZED WARE

CHANNELS INCLUDING R.C. SLABS.

26

610mm x 533mm

610mm x 533mm

610mm x 610mm

610mm x610mm

610mm x 711mm

610mm x 711mm

1

2

3

4

5

6

R10

R6

R10

R6

R12

R6

6

6

6

6

6

6

960

798

1040

798

1236

798

BAR BENDING SCHEDULE

SLAB

DIMENSION

BAR

MARK

TYPE A

SIZE

No. OF

BARS

LENGHT

EACH

BAR mm

SHAPE

6 R12 1 120

763

1:3:6 CONC.

MIX

26

7

(X

HE

HT

14

m F

OM

A.

IG 9

mR

29

m B

ICK

OS

2m

RW

RK

)

VA

SR

IE

533

229mm

BRICKWALL305

229mm

HRGW

AREA OF HRGW & CONC.

BASE = 0.1826m2

VA

RIE

S


BASE = 0.2030m

838

26

7

2

610

229mm

BRICKWALL

1:3:6 CONC.

MIX

229mm

HRGW

381229mm

BRICKWALL

711

305mm

HRGW


BASE = 0.2420m2

457

VA

SR

IE3

05


BASE = 0.5670m2

9141067

76

2

45

7

610

305

16

2

1:3:6 CONC.

MIX

229mm HRGW

STRAIGHT

CHANNEL

1:3:6 CONC.

61

0

229mm

BRICKWALL457

229mm

BRICKWALL

305

914

1:3:6 CONC.16

23

05


BASE = 0.4040m2

45

7

762

1:3:6 CONC.

229mm HRGW

STRAIGHT

CHANNEL

305

229mm

BRICKWALL

229


BASE = 0.2770m2

THIS DRAWING WAS TRACED FROM

JKA 1260/2.

ALL DIMENSION STATED ARE IN mm.

THE CHANGE IN UNIT FROM NON METRIC

USED IS 1 IN = 25.4mm. AN ONLY DECIMALS

WERE BROUGHT TO NEAREST UNIT.

LEGEND.

NOTE :

1.

2.

3.

4.

SPACING

BAR MARK

M.S. ROUND BARS

12mm O

6 Nos. OF BARS

HALF ROUND GLAZED WARE DRAIN SLAB CULVERT

TYPICAL CROSS SECTION

610mm x 610mm

CAST-IN-SITU DRAIN

457mm x 457mm

CAST-IN-SITU DRAIN

305mm x 305mm

CAST-IN-SITU DRAIN

FOR

229mm HRGW DRAIN

FOR

229mm HRGW DRAIN

FOR

305mm HRGW DRAIN

DETAILS OF SLAB REINFORCEMENT

89

533

102

6 R10-1-102

61

0

5 R6-2-120

53351

51

15

01

50

10

2

610

102

5 R6-4-140

610

6 R10-3-1026

10

51

51

15

01

50

61

0

51

51

15

01

50

6 R10-5-102

5 R6-6-165

10

2

711

102

711

( WITH OR WITHOUT LIFTING SLOTS )

45

71

52

15

2

305

76

2

1143

51mm CONC.

229mm THK RUBBLE

PITCHING

76mm O WEEP HOLES

1:3:5 CONC. MIX

305mm HRGW STRAIGHT

CHANNEL

610mm x 610mm CAST-IN-SITU DRAIN

WITH RUBBLE PITCHING

305mm HRGW STRAIGHT

CHANNEL

1:3:5 CONC. MIX 1:3:5 CONC. MIX

305

1:2:4 CONC. CAST-IN-SITU

REVETMENT

610

533

30

515

21

52

60 60

610

30

5

457

15

21

52

229

26

7

AREA OF CONC. & HRGW = 0.6250m2


305mm HRGW CHANNEL DRAIN

WITH CONCRETE REVETMENT


229mm HRGW CHANNEL DRAIN

WITH CONCRETE REVETMENT

DI SEDIAKAN

DI LUKIS :

DI SEDIAKAN

DI LUKIS :








JPIF/STD/006

NOTES :-







OF WORKS.

NOTES :-







OF WORKS.

B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng

TIMBALAN PENGARAH KANAN


B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng

TIMBALAN PENGARAH KANAN


IR K. NANTHAKUMARIR K. NANTHAKUMAR IR. WAN SENG K.M.WIR. WAN SENG K.M.W

NO. SYIT:NO. SYIT: JUMLAH SYIT:JUMLAH SYIT:

B.Sc (Hons) M.I.E.M., P. Eng

PENGARAH


B.Sc (Hons) M.I.E.M., P. Eng

PENGARAH


NO. LUKISAN:NO. LUKISAN:


DETAILS OF FOR CIVIL WORKS PRECAST

CONCRETE BLOCK DRAIN & REINFORCED

CONCRETE SLAB CULVERT.

DETAILS OF FOR CIVIL WORKS PRECAST

CONCRETE BLOCK DRAIN & REINFORCED

CONCRETE SLAB CULVERT.2727

DI LUKIS:DI LUKIS:

DI SEMAK:DI SEMAK:

MOHD FAIRUZMOHD FAIRUZ


TARIKH:TARIKH: 10.02.201210.02.2012


305mm BLOCK DRAIN IN

610mm LENGTH

EQUIVALENT PIPE : 381mm DIA

AREA OF PCBD : 0.0581m2

381mm BLOCK DRAIN IN

610mm LENGTH

EQUIVALENT PIPE : 457mm

AREA OF PCBD : 0.0902m2

BLOCK DRAIN CULVERTS TYPICAL CROSS SECTIONS

SECTION A - A

REINFORCED CONC. PARAPED WALL

CAST IN SITU AND SET INTO SIDE WALL

SLAB TO BE CONSTRUCTED AS DETAILED

THICKNESS TO VARY FROM

89mm TO 127mm IN ACCORDANCE

WITH DRAIN SIZE

2 NOS. 16mm

DIA BARS

229

381

PRECAST SLAB

FRONT ELEVATION

DETAILS OF CONSTRUCTION

AT ENTRANCES

NOTES :

THIS DRAWING WAS BASED ON JKAL 1260/1

ALL DIMENSIONS STATED ARE IN mm

THE CONVERSION FACTOR USED IS IN =254mm AND ALL

VALUES AFTER THE DECIMAL WERE OMMITTED

SLAB THICKNESS MAY BE REDUCED BY 12mm WHERE

LOADING IS RESTRICTED TO PEDESTRIANS AND

CYCLES ONLY

CONCRETE 1:3:6 WITH 40mm AGGREGATE SHALL BE

PROVIDED IN FOUNDATIONS TO BLOCK DRAINS

CONCRETE 1:2:4 WITH 20mm AGGREGATE SHALL BE

USED FOR ALL PRECAST CONCRETE WORKS

1.

2.

3.

4.

5.

6.

SPACING

LEGEND

BAR MARK

M.S. ROUND BARS 12mm

6 Nos. OF BARS

6 R12 - 1 - 120

FOR 381mm DRAINFOR 305mm DRAIN

10

2

838

10

2

711

FOR 610mm DRAIN DETAIL OF SLAB SIZE

610mm x 457mm

76

457

DETAIL OF SLAB REINFORCEMENT(WITH OR WITHOUT LIFTING SLOT)

BAR BENDING SCHEDULE

610 x 457

SLAB

DIMENSIONS

BAR

MARK

TYPE &

SIZE

NO. OF

BARS

LENGTH OF EACH

BARS (mm)SHAPE

DBKL JPIF - PELAN PIAWAIAN UNTUK KERJA KEJURUTERAAN AWAN - 2014.pdf

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Transcript of DBKL JPIF - PELAN PIAWAIAN UNTUK KERJA KEJURUTERAAN AWAN - 2014.pdf