DBKL JPIF - PELAN PIAWAIAN UNTUK KERJA KEJURUTERAAN AWAN - 2014.pdf
March 14, 2017 | Author: wanjailani | Category: N/A
Short Description
Download DBKL JPIF - PELAN PIAWAIAN UNTUK KERJA KEJURUTERAAN AWAN - 2014.pdf...
Description
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR E
PELAN PIAWAIAN 2014 2014
20mm
38mm
UNTUK KERJA-KERJA KEJURUTERAAN AWAM
70mm x 70mm x 6mm THK ANGLE BEDDED IN CONCRETE WITH TAIL AT 300mm c/c
300
300 ROAD KERB (CONCRETE GRADE 25) (MIN)
50
FRONT
150 100
110 - 150 c/c BOTHWAY
STAINLESS STEEL STUD
A
85 B
F
F
NT SECTION E - E RO F
B
28
0
45
L OF LAMP
C
0
EW VI NOT TO SCALE
60.3m O ROUND PIPE TO JOINT CONTINUOUSL Y WITH OCTOGONAL 0 15SEC. TO COMPLETE TO THE REQUIRE LENGTH OF BRACKET ARM M.S TO B. S 4360 GRADE 43C
4000mm
FORCED FIT SLIP JOINT
6mm SCREW 12mm
25mm
NEW LAYER OF ASPHALTIC CONCRETE PREMIX C
A
85
US DI RA
FRAME 750 x 750
6mm SCREW
GALVANISED STOPPER
5m 1.
D
NOMINAL 2m CONTINUOUS TAPERED OCTOGONAL ARM
SEE DETAIL ON LOCKING DEVICE
12mm
F
5
REFER DETAIL ‘B’ 5 DIA. . SPACERS MS
LUG TO REGISTER COVER
WEATHER STRIP
5mm 25mm
50
4mm DIA. SPLIT PIN
100mm THK CONCRETE SURROUND GRADE 15
330
100
C
2 Nos. 12” DIA. M.S BAR
DETAILS OF LOCKING DEVICE
100
225mm O GLAZE WARE PIPE 50mm THK LEAN CONCRETE
8mm
E
225
300 MIN
ROAD SURFACE/ WEARING COURSE
250
100
50
110
D
210 x 100 x 100 EDGE RESTRAINT 80mmC ONCRETE DS PAVING BLOCK
LIFTING HOLE
W
SECTION C - C
80mm EXISTING ROAD LEVEL
30mm
PLAN
K 10mm THICK EXPOXY MORTAR (PRIMER REQUIRED)
SECTION X - X (NOT TO SCALE)
30mm SAND BEDDING
LIST OF STANDARD DRAWINGS
Contents No. 1.
Title
Drawing No.
Sheet No.
JPIF/STD/002
1
No.
Title
Drawing No.
Sheet No.
39.
Susunatur papantanda amaran untuk kerja pembinaan. Kawalan lalulintas diatas laluan dua lorong
JPIF/STD/014
39
40.
Papantanda amaran untuk kerja pembinaan. 1. Kon kawalan lalulintas 2. Tanda lepasan. Papantanda amaran untuk kerja pembinaan - tanda AWAS -
JPIF/STD/014
40
JPIF/STD/014
41
2.
Semi mountable kerb type I and type II (for main road). Semi mountable kerb inlet details.
JPIF/STD/002
2
3.
Mountable kerb type III and catchpit (for the residential area). JPIF/STD/002
3
4.
Details for civil works kerbs.
JPIF/STD/002
4
41.
5.
Kerb details (extruded kerb).
JPIF/STD/002
5
42.
42
6.
Details for civil works precast concrete kerbs and channels.
6
Papantanda amaran untuk kerja pembinaan. 1. Tanda lencongan 2. Tanda Awas.
JPIF/STD/014
JPIF/STD/002
43
JPIF/STD/002
8.
Details for civil works kerb type “MI” (225mm).
JPIF/STD/002
8
44.
1. Details for clearance marker sign & 2. Reflective delineators. Details for heavy duty interlocking concrete paving blocks.
JPIF/STD/014
Details for civil works kerb type “MI” (300mm).
7
43.
7.
JPIF/STD/015
44
9.
JPIF/STD/002
9
45.
Details for wash trough.
JPIF/STD/016
45
46.
JPIF/STD/017
46
JPIF/STD/002
10
Kerja memasang heavy duty interlocking concrete paving blocks di pintu keluar/masuk tapak pembinaan.
11. 12.
Extruded in-situ concrete kerbs, p.c. concrete scupper kerbs, trap & pipe. Dropped kerbs for sustainable greenbelt footpath (1). Dropped kerbs for sustainable greenbelt footpath (1). Zinc galvanised steel grating.
JPIF/STD/002
11
JPIF/STD/019
47 48
12
13.
JPIF/STD/020
49
Zinc galvanised steel grating over slab of drain/sump.
JPIF/STD/003
13
14.
Details of steel grating for sump.
JPIF/STD/003
14
50.
Standard size box culvert complete with dry weather flow Details of sump. Details for half round glazed ware channels including RC slabs (modified version). Details for project signboard.
JPIF/STD/018
JPIF/STD/003
47. 48. 49.
JPIF/STD/021
50
15.
Details of steel grating for sump.
JPIF/STD/003
15
51.
JPIF/STD/022
51
16.
Details of steel grating for sump.
JPIF/STD/003
16
JPIF/STD/022
52
17.
Details of steel grating and manhole cover.
JPIF/STD/003
17
Street name plate and construction details (with aluminium composite plate) “type A1”. Street name plate and construction details with dome (with aluminium composite plate) “type B” (flag & centre).
18.
Details of FRP grating and manhole cover.
JPIF/STD/003
18
53.
JPIF/STD/022
53
19.
Details of FRP grating and manhole cover.
Street name plate (aluminium composite plate) double faces construction details “type B1” (flag & centre).
JPIF/STD/003
19
20.
Precast compressed concrete slab - single.
54.
54
20
21.
Precast compressed concrete slab - twin.
JPIF/STD/004
21
55.
Street name plate (aluminium composite plate) single face construction details “type B2”. Detailed layout and standard lettering for street name plate.
JPIF/STD/022
JPIF/STD/004
JPIF/STD/022
55
22.
Precast compressed concrete slab - details reinforcement.
JPIF/STD/004
22
56.
56
23.
Precast compressed concrete slab-technical specification - single slab.
JPIF/STD/004
23
JPIF/STD/022 Detailed layout and standard lettering for addedum plate. Papantanda sempadan Wilayah Persekutuan Kuala Lumpur. JPIF/STD/022
24.
58.
58
JPIF/STD/004
24
Rekabentuk dan keratan rentas jalan-jalan di kawasan perumahan. (40’ -0”) 12192mm) two way circulation.
JPIF/STD/023
Precast compressed concrete slab-technical specification - twin slab. Anti climb fence.
59. 25 26
60.
27
61.
28.
Details of half round glazed ware channels including RC slabs JPIF/STD/006 Details of precast concrete block drain & reinforced concrete JPIF/STD/006 slab culvert. JPIF/STD/007 Details of precast concrete pipe culvert.
Rekabentuk dan keratan rentas jalan-jalan di kawasan JPIF/STD/023 perumahan. (40’ -0”) 12192mm) two way circulation. Keratan rentas rezab jalan 50’(15240mm) tanpa tempat letak JPIF/STD/023 kereta. Keratan rentas rezab jalan 50’(15240mm) berserta tempat JPIF/STD/023 letak kereta.
59
JPIF/STD/005
29.
Details of outlet from kerb.
JPIF/STD/008
29
62.
Keratan rentas rezab jalan 66’(20117mm)
JPIF/STD/023
62
30.
Details for entrance culvert for “OSA’ development.
JPIF/STD/009
30
63.
Keratan rentas rezab jalan 80’(24384mm)
JPIF/STD/023
63
31.
Details for gully grate trap.
JPIF/STD/010
31
64.
Keratan rentas rezab jalan 100’(30480mm)
JPIF/STD/023
64
32.
Details for civil works for gully grate.
JPIF/STD/010
32
33.
Concrete pit details.
65.
Keratan rentas rezab jalan 132’(40233mm)
JPIF/STD/023
65
JPIF/STD/011
33
34.
Details for chain link fencing and gate.
JPIF/STD/012
34
66.
JPIF/STD/023
66
35.
Details for standard galvanised tapered octogonal street lighting column details. Details for standard galvanised tapered octogonal street lighting column details. Details for standard galvanised tapered octogonal street lighting column details. Susunatur papantanda amaran untuk kerja pembinaan. Kawalan lalulintas satu lorong (bahagian luar) dari dua lorong ditutup.
JPIF/STD/013
35
Pelan susunatur persimpangan menunjukkan lokasi perabut jalan dan tanda jalan.
JPIF/STD/013
36
10.
25. 26. 27.
36. 37. 38.
52.
57.
28
JPIF/STD/013
37
JPIF/STD/014
38
57
60 61
NO. LUKISAN:
JPIF/STD/001 JUMLAH SYIT:
NO. SYIT:
0 Diagr00/Yus/2002
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.
550
300mm THICK WELL COMPACTED CRUSHERUN (Min)
DI SEMAK :
PJT HJ. YUSOF
DI PERIKSA :
PJT HJ. YUSOF
TARIKH :
05/11/2012
125 75
CONCRETE GRADE 25 (Min)
300mm THICK WELL COMPACTED CRUSHERUN (Min)
DETAIL OF KERB (TYPE II) (EXTRUDED - SEMI MOUNTABLE KERB) SCALE 1 : 75
NO. LUKISAN:
TAJUK LUKISAN:
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
ROAD SURFACE/ WEARING COURSE
100
125
CONCRETE GRADE 25 (Min)
300
75
1 : 12
300
100
300
ROAD SURFACE/ WEARING COURSE
SCALE 1 : 75
PP MOHD FAIRUZ
100
300
DETAIL OF KERB (TYPE I) (EXTRUDED - SEMI MOUNTABLE KERB)
DI SEDIAKAN DI LUKIS :
175
300
175
125
75
75
SEMI MOUNTABLE KERB TYPE I and II (For The Main Road)
JPIF/STD/002 NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, PE . ng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E .M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
1 Diagr25/Yus/2012
550
R6 - 100 c/c 75
2R18
300
175
75
225mm O GLAZED WARE OUTLET PIPES R6-100
100
1:5
ROAD SURFACE/ WEARING COURSE
CONCRETE GRADE 25 (Min)
75
1:5
300mm THICK WELL COMPACTED CRUSHERUN (Min)
1 00
300
55
0
100mm THK CONCRETE SURROUND GRADE 15
10 0
ISOMETRIC VIEW OF KERB WITH INLET OPENING NOT TO SCALE
DETAILS OF KERB INLET
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.
DI SEDIAKAN DI LUKIS : DI SEMAK :
PJT HJ. YUSOF
DI PERIKSA :
PJT HJ. YUSOF
TARIKH :
05/11/2012
NO. LUKISAN:
TAJUK LUKISAN:
PP MOHD FAIRUZ
SEMI MOUNTABLE KERB INLET DETAILS JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
JPIF/STD/002 NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
2 Diagr25/Yus/2012
50 ROAD SURFACE/ WEARING COURSE
250
300
50 x 12mm THK GALV. STEEL PLATE AT 50mm c/c
1 : 12
150
50
60 x 12mm THK GALV. STEEL PLATE
300mm THK WELL COMPACTED CRUSHERUN (MIN)
225mm O GLAZE WARE PIPE
Z
45 (TYP)
0 R 30
2 25
260
600
260 R 300
80
Z
KERB TYPE III
ROAD KERB
GRATING/P.C SLAB COVER TO DETAIL
600
b
b
1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY.
70mm x 70mm x 6mm THK ANGLE BEDDED IN CONCRETE WITH TAIL AT 300mm c/c
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 50mm STEEL ROD OF WORKS.
AS HING ROD
70mm x 70mm x 6mm THK ANGLE BEDDED IN CONCRETE WITH TAIL AT 300mm c/c
300 50
CATCHPIT ROAD SURFACE/ WEARING COURSE
100
225mm O GLAZE WARE PIPE 50mm THK LEAN CONCRETE
100
1 : 40
ROAD KERB (CONCRETE GRADE 25) (MIN)
50
300 MIN
ROAD SURFACE/ WEARING COURSE
SCALE 1 : 30
250
300
100
PLAN OF OUTLET FROM CATCHPIT
GREEN ZONE
NOTES :-
HINGE (20mm O.D.I GALVANISED STEEL BAR CAST INTO CONC. SIDE)
300
225
C L OF DRAIN
50
(EXTRUDED - MOUNTABLE KERB - FOR 40 & 50 ROAD RESERVE - RESIDENTIAL AREA ONLY) SCALE 1 : 15
150 100
110 - 150 c/c BOTHWAY
100mm THK CONCRETE SURROUND GRADE 15
225 O GRACE WARE PIPE
SECTION Z - Z
100mm THK CONCRETE SURROUND GRADE 15
SCALE 1 : 15
DI SEDIAKAN DI LUKIS :
PP MOHD FAIRUZ
DI SEMAK :
PJT HJ. YUSOF
DI PERIKSA :
PJT HJ. YUSOF
TARIKH :
05/11/2012
SECTION b - b
GALVANISED STEEL GRATING (CATCHPIT)
SCALE 1 : 30
SCALE 1 : 15 NO. LUKISAN:
TAJUK LUKISAN:
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
MOUNTABLE KERB TYPE III AND CATCHPIT (For The Residential Area)
JPIF/STD/002 NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
3 Diagr25/Yus/2012
50
450
100
50 37
100
25 R
25mm CHAMFER
200
75
325
225
225
Grade 20 - 20mm AGG
125
100
15
0
100
75
50
30
BEDDING CONCRETE GRADE 15
0
2R10 15
0
100
BEDDING CONCRETE GRADE 15
R6-100c/c
KERB (TYPE II) 350
KERB (TYPE I)
10
0
60
0
75
1 : 12
KERB TYPE C
450
(WITH INLET OPENING) 600
60
0
NOTES :-
60
0
1. JABATAN PERANCANGAN INFRASTRUKTUR (JPIF) STANDARD DRAWING ARE FOR INFORMATION ONLY.
KERB (TYPE III)
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.
KERB (TYPE I) DI SEDIAKAN DI LUKIS :
PJT HJ. YUSOF
DI PERIKSA :
PJT HJ. YUSOF
TARIKH :
05/11/2012
NO. LUKISAN:
TAJUK LUKISAN:
PP MOHD FAIRUZ
DI SEMAK :
0
350
200
213
60
JPIF/STD/002
DETAILS FOR CIVIL WORKS KERBS JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
4 Diagr25/Yus/2012
150
25
NOTES :-
25
150
1. JABATAN PERANCANGAN INFRASTRUKTUR (JPIF) STANDARD DRAWING ARE FOR INFORMATION ONLY.
R-
25
R-
2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION.
25
175
175
3. ALL CONSTRUCTION DRAWING MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS.
TYPE II
175
450
100
100
150
150
20
(NOT TO SCALE)
175
625
ALL DIMENSION ARE IN MM 150
(NOT TO SCALE)
25 R-
25
(NOT TO SCALE)
175
100
100
20
100
100
25
TYPE IV
175
50
R-
25 CONCRETE SHALL BE OF GRADE 20
20
50
R-
NOTE : -
250
TYPE I 125
75
450 625 175
TYPE III
625
(NOT TO SCALE)
DI SEDIAKAN DI LUKIS :
450
NO. LUKISAN:
TAJUK LUKISAN:
PP MOHD FAIRUZ
DI SEMAK :
PJT HJ. YUSOF
KERB DETAILS
DI PERIKSA :
PJT HJ. YUSOF
(EXTRUDED KERB)
TARIKH :
26/10/2012
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
JPIF/STD/002 NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
5
Diagr25/Yus/2012
NOTE : 100
125
100 125
76
250
100 75
150
61
75
12
DETAIL OF BED AND HAUNCH FOR KERB AND CHANNEL
DETAIL OF BED AND HAUNCH FOR KERB
AREA OF CONCRETE BASE AND HAUNCHING = 0.0528 m 2 AREA OF KERB AND CHANNEL SLAB = 0.0394 m 2
AREA OF CONCRETE BASE AND HAUNCHING = 0.04812 m 2 AREA OF KERB = 0.0281 m 2
22mm DIA. DOWEL BAR
0
300
375
102
5
RADIUS KERB AND CHANNEL SHALL BE CAST IN 610mm. LENGHTS TO THE FOLLOWING RADII ONLY 610mm, 1219mm, 1829mm, 2438mm, 3048mm AND 3658mm
4.
STRAIGHT KERB I SHALL BE CAST IN 610mm. LENGHT FOR ARE RADII EXCEEDING 13,716mm UP TO MAX RADII OF 36,576mm.
5.
STRAIGHT KERB II FOR RADII EXCEEDING 36,576mm AND ON ALL STRAIGHT RUN KERBS CAST IN 914mm LENGHTS SHALL BE USED.
6.
STRAIGHT CHANNEL SHALL BE CAST IN 610mm LENGHT ONLY GL. L CONCRETE USED IN SLAB CONSTRUCTION TO BE 1 : 2 : 4 (20mm AGG) MAX.
7.
MINING BALLAST MAY NOT BE USED.
25
178 102
356 C 152
22mm DIA. DOWEL BAR
152 114
1 38
89 152
89
0
PLAN
ISOMETRIC VIEW OF CHANNEL SLAB
NOTES :1. JABATAN PERANCANGAN INFRASTRUKTUR (JPIF) STANDARD DRAWING ARE FOR INFORMATION ONLY.
25
C
5
ISOMETRIC VIEW OF STRAIGHT KERB II
3.
SECTION C - C
75
250
61
12
THE CONVERSION FACTOR USED IS 1 IN = 25.4mm AND ALL VALUES AFTER THE DECIMAL WERE OMITTED.
25
102
15 0
0
2.
152
381 25
610 100
356
ELEVATION
ISOMETRIC VIEW OF STRAIGHT KERB I
114
61
ALL DIMENSIONS STATED ARE IN mm.
610
100
102 76
100
1.
175
75 175
100 75
175
175
75
100
ISOMETRIC VIEW
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.
610
A
6mm M.S. SPACERS BARS 8 Nos. 6mm DIA. M.S. BARS
A
31
0 30
0 1
2 Nos. 13mm DIA. M.S. BARS
10 0
25
ISOMETRIC VIEW
PP MOHD FAIRUZ
DI SEMAK :
PJT HJ. YUSOF
DI PERIKSA :
PJT HJ. YUSOF
TARIKH :
05/11/2012
0
31
0 15
SECTION A - A
PRECAST CONCRETE KERB TYPE ‘D’
DI SEDIAKAN DI LUKIS :
15
0
203
B
100
250
0
145 105
100
2 50
30
B
254
2 Nos. 6mm DIA. M.S. BARS
457
6mm DIA. M.S. BARS
127
2 Nos. 13mm DIA. M.S. BARS
12
5
90
127
229
457
PLAN
SECTION B - B
ISOMETRIC VIEW
PRECAST CONCRETE KERB TYPE ‘B’
DETAIL OF HALF QUARDRANT CORNER KERB
NO. LUKISAN:
TAJUK LUKISAN:
DETAILS FOR CIVIL WORKS PRECAST CONCRETE KERBS AND CHANNELS JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
JPIF/STD/002 NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
6 Diagr25/Yus/2012
NOTES :-
610
1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY.
610
140(6’)
225(9’)
300
125(5’) 75 65
2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION.
CHANNEL SLAB
150(6’)
3. ALL CONSTRUCTION DRAWING MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS.
280 FRONT VIEW
150
KERB OUTLET “MI” KERB RC CHANNEL SLAB BLOCK
150
150
300
225
150
150
AREA OF CONC, BASE AND HAUNCHING = 0.0775m 2 AREA OF ‘MI’ KERB & CHANNEL SLAB = 0.0550m 2
150
PC CONCRETE PIPE 255 DIA. 19” O
150
AREA OF CONC, BASE AND HAUNCHING = 0.0728m 2 AREA OF ‘MI’ KERB = 0.04375m 2
DETAIL OF BED AND HAUNCH FOR KERB AND CHANNEL
2 Nos. 12” DIA. M.S BAR
X - SECTION AT X - X SCALE ½” TO 1’ - 0”
100 75
225
300
100 75
225
225
75
75
CONCRETE FOUNDATION 100 THICK (4’) 1:3:6 CONCRETE
DETAIL OF BED AND HAUNCH FOR MI KERB WITHOUT CHANNEL BLOCK
IT SU O T GR
610
TO BE ROUNDED R = 12mm
50
330
610 5 DIA. M.S SPACERS
115
1 : 3 : 6 CONC. FOUNDATION
NT O FR
0
45
0
EW VI
DI SEDIAKAN DI LUKIS :
PC KERB 15
0 15
0
DIR
EC
N TIO
OF
OW FL
355
28
330
KERB OUTLET “MI”
5
75
25
50
CONC.1 : 1 ½ : 3
DETAIL OF KERB AND KERB OUTLET “MI” TYPE & CHANNEL BLOCK 1 ½” - 1’- 0”
PJT HJ. YUSOF
DI PERIKSA :
PJT HJ. YUSOF
TARIKH :
15/11/2012
NO. LUKISAN:
TAJUK LUKISAN:
PP MOHD FAIRUZ
DI SEMAK :
150
ISOMETRIC VIEW KERB OUTLET “MI” TYPE WITH 255. 9 O CONC. PIPE SCALE 1 ½” TO 1’ - 0”
DETAILS FOR CIVIL WORKS KERB TYPE “MI” DETAILS (300) JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
JPIF/STD/002 NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
7 Diagr25/Yus/2012
610 P.C KERB TYPE
610 150
225
100 75
CHANNEL SLAB
140
150 CONCRETE FOUNDATION 100mm THICK 1:3:6 CONCRETE
RC CHANNEL SLAB BLOCK
KERB OUTLET “MII” KERB
100
150
150
100
150
AREA OF CONC, BASE AND HAUNCHING = 0.0475m 2 AREA OF ‘MI’ KERB & CHANNEL SLAB = 0.04219m 2
1 : 3 : 6 CONC. FOUNDATION
75
AREA OF CONC, BASE AND HAUNCHING = 0.0428m 2 AREA OF ‘MI’ KERB = 0.03094m 2
DETAIL OF BED AND HAUNCH FOR ‘MI’ KERB AND CHANNEL
2 Nos. 12mm O M.S BAR
225
150 100 75
150
225
100 75
150
150
75
75
CROSS SECTION X - X
DETAIL OF BED AND HAUNCH FOR ‘MI’ KERB WITHOUT CHANNEL BLOCK
610
X
UIT OS T GR
TO BE ROUNDED R = 12mm 75
225
610 1 : 3 : 6 CO 1 ½ : 3 CONC. 1 : NC.
5 Nos 6mm O M.S SPACERS 75 75
225
PC KERB
0
DETAIL OF KERB & KERB OUTLET CHANNEL BLOCK DI SEDIAKAN DI LUKIS :
PP MOHD FAIRUZ
DI SEMAK :
PJT HJ. YUSOF
DI PERIKSA :
PJT HJ. YUSOF
TARIKH :
27/12/2012
EC
OF
150
X
100
CONC.1 : 1 ½ : 3
15 0
NOTES :-
15
15
DIR
N TIO
OW FL
0
ISOMETRIC VIEW
1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY.
KERB OUTLET WITH 225mm CONC. PIPE
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.
NO. LUKISAN:
TAJUK LUKISAN:
DETAILS FOR CIVIL WORKS KERB TYPE “MI”. (225) JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
JPIF/STD/002 NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
8 Diagr25/Yus/2012
40
210
75
175
P.C. SCUPPER KERB (TYPE B OR SM) TO DETAILS P.C. TRAP TO DETAILS
200
75 125
FINISHED ROAD LEVEL
FINISHED ROAD LEVEL
FINISHED ROAD LEVEL
150mm THICK GRADE 15 CONCRETE HAUNCHING
175
300
175
75
300
125
PROP. FOOTPATH
NOTES :250
250 75mm THICK GRADE 15 CONCRETE BASE
TYPE B
TYPE SM 225mm DIA SGW PIPE & ELBOW
250
40 75
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.
450
TYPICAL DETAILS OF SCUPPER KERB, TRAP & PIPE
175
1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY.
4. ALL DIMENSIONS ARE IN mm. 300
125
250
1 : 20 115
300
TYPE SM-1 SEMI MOUNTAIN KERBS
600
300R 1 : 12
300R
190
130 75
150 75
225
225
300 75 75
SECTION EXRUDED IN-SITU VERGE/ FOOTWAY KERB
75
450
75
75
PLAN
SECTION
FRONT VIEW
250
250
175
175
175
175
300
300
600
75 130
600
FINISHED ROAD LEVEL
175
40
P.C. SCUPPER KERB (TYPE B OR SM) & TRAP-PLAN
250
SECTION 600 175
PLAN
300 250
PRECAST CONCRETE SCUPPER KERB (TYPE B)
NOTE 1 : GRADE 25 CONCRETE TO BE USED. NOTE 2 : ABOVE DRAWINGS ARE HOT TO SCALE.
DI PERIKSA :
PJT HJ.YUSOF
TARIKH :
24/03/2012
ISOMETRIC VIEW
FRONT VIEW NOTE :
PRECAST CONCRETE TRAP
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
EXTRUDED IN-SITU CONCRETE KERBS, P.C. CONCRETE SCUPPER KERBS, TRAP & PIPE.
(CAN BE USED WITH EITHER P.C. SCUPPER KERB TYPE B OR TYPE SM) NO. LUKISAN:
TAJUK LUKISAN:
MOHAMED FAIRUZ PJT HJ.YUSOF
175
ISOMETRIC VIEW
75
190 75
450
190
300
75
DI SEMAK :
15
3.75
250
SECTION P.C. SCUPPER KERB (TYPE SM)
600
600
600
DI SEDIAKAN DI LUKIS :
190
FINISHED ROAD SIDE TABLE LEVEL OR FOOTPATH
250
150
210
175
100
225
EXTRUDED IN-SITU CONCRETE KERBS
225mm DIA. SGW PIPE
300
TYPE B-1 BARRIER KERBS
300
150 75 75
250
75
FINISHED ROAD LEVEL 450
115
600
100
100 75
FINISHED ROAD LEVEL
1 : 20
300
75
300
125
250
JPIF/STD/002 NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
9 Diagr25/Yus/2012
1000
250
FRONT VIEW DROPPED KERB
100
115
300
0 100
115
VARIES
R2
1000
300
2000
40
100 115
210
300
FRONT VIEW
SIDE VIEW
ISOMETRIC VIEW
DETAIL OF DROPPED KERB TYPE ‘A’ SCALE : 2 : 1
ES
R VA
115
RI VA
DROPPED KERB TYPE ‘A’ TO DETAIL
IES
300
250 CROSSING KERB TO DETAIL
L - SHAPE KERB
20
100
DROPPED KERB TYPE ‘A’ TO DETAIL
115
00
115
10
00
550
1
175
300
ISOMETRIC VIEW 0 00
SIDE VIEW
ES RI VA
DETAIL OF CROSSING KERB SCALE : 2 : 1
DI LUKIS: DI SEMAK:
PJT HJ. YUSOF
DI PERIKSA:
PJT HJ. YUSOF
TARIKH:
06.11.2012
NO. LUKISAN:
TAJUK LUKISAN:
MOHAMED FAIRUZ
DROPPED KERBS FOR SUSTAINABLE GREENBELT FOOTPATH (1) JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
JPIF/STD/002 NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
10 Diagr25/Yus/2012
210
600
225
300 225
300
W AL KW AY 40
0
0 R2 0 R2
250
FRONT VIEW
PR OP OS ED
18 3
40
SIDE VIEW
00
0
60
600
60
250
L - SHAPE KERB TO ACTUAL
0
40
H US FL 00
10
CROSSING KERB
ISOMETRIC VIEW
W AY PR OP OS ED
EX IS TI NG
W AL K
20
RO AD
TOP VIEW 00
10
DETAIL OF PRECAST CONCRETE SCUPPER KERB SCALE : 2 : 1
00
PRECAST CONCRETE SCUPPER KERB AS TO DETAIL
210 40
VA
250
ROAD LEVEL
75 125
R R 2 20 0
100 115
300
210
40
ES RI
300
SIDE VIEW ISOMETRIC VIEW DETAIL OF L - SHAPE KERB SCALE : 2 : 1
DI LUKIS: DI SEMAK:
PJT HJ. YUSOF
DI PERIKSA:
PJT HJ. YUSOF
TARIKH:
06.11.2012
NO. LUKISAN:
TAJUK LUKISAN:
MOHAMED FAIRUZ
DROPPED KERBS FOR SUSTAINABLE GREENBELT FOOTPATH (1) JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
JPIF/STD/002 NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
11 Diagr25/Yus/2012
NOTES :1. JABATAN PERANCANGAN INFRASTRUKTUR 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.
610
610
HINGE (20mm O.D.I GALVANISED STEEL BAR CAST INTO CONC. SIDE)
610
450
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
50 x 10mm THK ZINC GALVANISED STEEL PLATE
DIRECTION OF PEDESTRIAN/ VEHICLE MOVEMENT DIRECTION OF PEDESTRIAN/ VEHICLE MOVEMENT
ZINC GALVANISED STEEL GRATING FOR ENTRANCE CULVERT OVER DRAIN
ZINC GALVANISED STEEL GRATING FOR SUMP SCALE 1 : 50
SCALE 1 : 50
DI SEDIAKAN DI LUKIS : DI SEMAK :
PJT HJ. YUSOF
DI PERIKSA :
PJT HJ. YUSOF
TARIKH :
05/11/2012
NO. LUKISAN:
TAJUK LUKISAN:
PP MOHD FAIRUZ
ZINC GALVANISED STEEL GRATING JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
JPIF/STD/003 NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
12 Diagr25/Yus/2012
ZINC GALVANISED STEEL GRATING
SEE DETAIL FOR CAST IN - SITU SLAB
ZINC GALVANISED STEEL GRATING
750
VARIES
VARIES SEE TABLE 1
600
SEE DETAIL FOR CAST IN - SITU SLAB
300mm HRGW
NOTES :-
300mm HRGW
1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY.
300
2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION.
520
3. ALL CONSTRUCTION DRAWING MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS.
1090
TYPE HR 1 SCALE 1 : 20 1290
610 10
TYPE HR 2
FINISHED FOR WALKWAY
80
SCALE 1 : 20
150
610 SEE DETAIL FOR CAST IN - SITU SLAB
40 x 10mm THK. ZINC GALVANISED STEEL PLATE
SECTION
DIRECTION OF PEDESTRIAN/ VEHICLE MOVEMENT
480
SCALE 1 : 10
TABLE 1 BRICKWALL THICKNESS (FOR DRAIN) H FROM PLATFORM (LEVEL) (mm)
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
80 x 10mm THK. ZINC GALVANISED STEEL PLATE
90 x 90 x 10mm THK. ANGLE BEDDED IN CONC. WITH FISH TAIL AT 300 c/c
20mm O.D.I. GALVANISED IRON PIPE CAST INTO CONC. SIDE
PLAN ZINC GALVANISED STEEL GRATING FOR THE SLAB OF DRAIN/SUMP SCALE 1 : 10
DI SEDIAKAN DI LUKIS :
PP MOHD FAIRUZ
DI SEMAK :
PJT HJ. YUSOF
DI PERIKSA :
PJT HJ. YUSOF
TARIKH :
05/11/2012
NO. LUKISAN:
TAJUK LUKISAN:
ZINC GALVANISED STEEL GRATING OVER SLAB OF DRAIN/SUMP JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
JPIF/STD/003 NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
13 Diagr25/Yus/2012 Diagr13/Yus/2002
42 x 10mm M.S FLAT 15 Nos. @ 35.5 c/c
HINGE TO HOOK STEEL GRATING
HINGE TO HOOK STEEL GRATING
438 457 42
58 8
610
HINGE TO HOOK STEEL GRATING
60 x 10mm M.S FLAT 15 Nos. @ 35.5 c/c
610
5 88
598
610
50 x 10mm M.S FLAT 15 Nos. @ 35.5 c/c
893 915
588 610
50 x 50 < 8mm
50
60
60 x 60 < 10mm
70 x 70 < 10mm
610 x 457 610 x 610 HINGE TO HOOK STEEL GRATING
588
610
HINGE TO HOOK STEEL GRATING
60 x 10mm M.S FLAT 15 Nos. @ 35.5 c/c
588
588
50 x 10mm M.S FLAT 15 Nos. @ 35.5 c/c
610
HINGE TO HOOK STEEL GRATING
610
610 x 915
70 x 10mm M.S FLAT 15 Nos. @ 35.5 c/c 1045 1067
816 838
688 710 40
60 x 60 < 10mm
60
70 x 70 < 10mm
70
80 x 80 < 10mm
NOTES :-
610 x 711
1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY.
610 x 1067
610 x 838
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. DI SEDIAKAN :
PP MOHD FAIRUZ
DI SEMAK :
PJT HJ. YUSOF
DI PERIKSA :
PJT HJ. YUSOF
TARIKH :
28/12/2012
NO. LUKISAN:
TAJUK LUKISAN:
JPIF/STD/003 DETAILS OF STEEL GRATING FOR SUMP JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
14 Diagr25/Yus/2012 Diagr14/Yus/2002
HINGE TO HOOK STEEL GRATING
90 x 20mm M.S FLAT 13 Nos. @ 45.5 c/c
570
610
570
80 x 10mm M.S FLAT 13 Nos. @ 45.5 c/c
610
HINGE TO HOOK STEEL GRATING
1179 1219
1331 1371
80
100 x 100 < 20mm
90
20mm
110 x 110 < 20mm 20mm
1219 x 610
1371 x 610
100 x 20mm M.S FLAT 13 Nos. @ 45.5 c/c
570
610
HINGE TO HOOK STEEL GRATING
NOTES :1. JABATAN PERANCANGAN INFRASTRUKTUR 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.
1483 1523
100
120 x 100 < 20mm 20mm
1523 x 610 DI SEDIAKAN : DI SEMAK :
PJT HJ. YUSOF
DI PERIKSA :
PJT HJ. YUSOF
TARIKH :
30/12/2012
NO. LUKISAN:
TAJUK LUKISAN:
PP MOHD FAIRUZ
DETAILS OF STEEL GRATING FOR SUMP JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
JPIF/STD/003 NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
15 Diagr25/Yus/2012 Diagr15/Yus/2002
110 x 30mm M.S FLAT 11 Nos. @ 55.5 c/c
550
610
HINGE TO HOOK STEEL GRATING
1615 1675 110
140 x 140 < 30mm 30mm
1675 x 610
120 x 30mm M.S FLAT 11 Nos. @ 55.5 c/c
550
610
HINGE TO HOOK STEEL GRATING
NOTES :-
1767 1827
1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY. 2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION.
120
3. ALL CONSTRUCTION DRAWING MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS.
1827 x 610 DI SEDIAKAN :
PP MOHD FAIRUZ
DI SEMAK :
PJT HJ. YUSOF
DI PERIKSA :
PJT HJ. YUSOF
TARIKH :
30/12/2012
150 x 150 < 30mm 30mm
NO. LUKISAN:
TAJUK LUKISAN:
DETAILS OF STEEL GRATING FOR SUMP JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
JPIF/STD/003 NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
16 Diagr25/Yus/2012 Diagr16/Yus/2002
HINGE PIN
BEARING BAR
A
CROSS BAR
HINGE PIN
GRATING HEIGHT
FRAME ( A )
FRAME HEIGHT EPOXY MORTAR
GRATING ( a ) 150mm FINISHED ROAD LEVEL
20mm
EPOXY COMPOUND
VARIES
PIT (mm)
A SECTION A - A
FRAME ( B ) GRATING ( b )
120
NOTES :-
PIT (mm)
1. JABATAN PERANCANGAN INFRASTRUKTUR 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.
DI SEMAK:
PJT HJ. YUSOF
DI PERIKSA:
PJT HJ. YUSOF
TARIKH:
25.02.2012
NO. LUKISAN:
TAJUK LUKISAN:
DI SEDIAKAN: MOHAMED FAIRUZ
JPIF/STD/003 DETAILS OF STEEL GRATING AND MANHOLE COVER NO. SYIT:
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
17 Diagr25/Yus/2012 Diagr17/Yus/2003
BEARING BAR
CROSS BAR
A
HINGE PIN
GRATING HEIGHT
FRAME ( A )
FRAME HEIGHT EPOXY MORTAR
GRATING ( a ) 150mm FINISHED ROAD LEVEL
20mm
EPOXY COMPOUND
VARIES
PIT (mm)
NOMINAL WIDTH
A
WIDTH OF GRATING (b)
SECTION A - A
M 16 CAP NUT M 16 CAP NUT
BASE PLATE HARD RUBBER WELD ( 2 POINT )
BASE PLATE M 16 HEX. BOLT
NOTES :1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY.
STANDARD TYPE
R - TYPE ( RUBBER PAD TYPE )
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.
DI LUKIS:
MOHAMED FAIRUZ
DI SEMAK:
PJT HJ. YUSOF
DI PERIKSA:
PJT HJ. YUSOF
TARIKH:
10.02.2012
NO. LUKISAN:
TAJUK LUKISAN:
JPIF/STD/003 DETAILS OF “FRP” GRATING AND MANHOLE COVER JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
18 Diagr18/Yus/2003 Diagr25/Yus/2012
NOTES :1. JABATAN PERANCANGAN INFRASTRUKTUR 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. 100
G TIN RA G F HO DT I W
) (W
LE
NG TH
OF GR AT ING
(L)
100 75 x 6 FLAT BAR
6 x 6 CROSS BAR (SQ TWISTED) 75
30
4 30
7
DI SEMAK:
PJT HJ. YUSOF
DI PERIKSA:
PJT HJ. YUSOF
TARIKH:
28.02.2012
NO. LUKISAN:
TAJUK LUKISAN:
DI SEDIAKAN: MOHAMED FAIRUZ
JPIF/STD/003 DETAILS OF “FRP” GRATING AND MANHOLE COVER JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
19 Diagr25/Yus/2012 Diagr19/Yus/2003
600 72
30
45
55
395
2 15
395
50mm x 50mm 5mm thk. Angle Bar
90
405
61
PLAN VIEW
0
SIDE VIEW
CAST IRON FRAME
50mm
600
SINGLESLAB 600mm x 800mm
FRONT VIEW
* To be purchased from approved manufacture
DI LUKIS: DI SEMAK:
PJT HJ. YUSOF
DI PERIKSA:
PJT HJ. YUSOF
TARIKH:
08.11.2012
NO. LUKISAN:
TAJUK LUKISAN:
MOHAMED FAIRUZ
JPIF/STD/004 PRECAST COMPRESSED CONCRETE SLAB - SINGLEJABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
20 Diagr20/Yus/2012 Diagr25/Yus/2012
616 600 30
50
55 50
72
395
395 215
50mm x 50mm 5mm thk. Angle Bar
812
810
90
810
61
PLAN VIEW
0
SIDE VIEW
CAST IRON FRAME
610
50
600
TWIN SLAB 600mm x 800mm * To be purchased from approved manufacture
FRONT VIEW
DI LUKIS: DI SEMAK:
PJT HJ. YUSOF
DI PERIKSA:
PJT HJ. YUSOF
TARIKH:
08.11.2012
NO. LUKISAN:
TAJUK LUKISAN:
MOHAMED FAIRUZ
JPIF/STD/004 PRECAST COMPRESSED CONCRETE SLAB - TWIN JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
21 Diagr21/Yus/2012 Diagr25/Yus/2012
600 72
30
50
55
90
395
215
395
Y10
PLAN VIEW
SIDE VIEW
50
Y12
600
FRONT VIEW
55
90
DI LUKIS:
B
Ton
Kn
Span
50
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
-
50
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
3
PJT HJ. YUSOF
DI PERIKSA:
PJT HJ. YUSOF 08.11.2012
I
D
Concrete density Fcu
Sw gk kN/m
W, kN/m
F
M, kN/m
K
Z
X
PRECAST COMPRESSED CONCRETE SLAB - DETAIL REINFORCEMENT JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
Atas As’
Besi
Bawah As 14.85 Provide 1 Y 10
Provide 1 Y 10
66.23 38.53 Provide 3 Y 12 (center) NO. LUKISAN:
TAJUK LUKISAN:
MOHAMED FAIRUZ
DI SEMAK:
TARIKH:
Consider qk load, kN/m 25% on axle
Qk load kN/m
Load
JPIF/STD/004 NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
22 Diagr22/Yus/2012 Diagr25/Yus/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
TECHNICAL SPECIFICATION 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
DI LUKIS: DI SEMAK:
PJT HJ. YUSOF
DI PERIKSA:
PJT HJ. YUSOF
TARIKH:
08.11.2012
NO. LUKISAN:
TAJUK LUKISAN:
MOHAMED FAIRUZ
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
PRECAST COMPRESSED CONCRETE SLAB - TECHNICAL SPECIFICATION (SINGLE SLAB)
JPIF/STD/004 NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
23 Diagr23/Yus/2012 Diagr25/Yus/2012
TECHNICAL SPECIFICATION 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
TECHNICAL SPECIFICATION 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
DI LUKIS: DI SEMAK:
PJT HJ. YUSOF
DI PERIKSA:
PJT HJ. YUSOF
TARIKH:
08.11.2012
NO. LUKISAN:
TAJUK LUKISAN:
MOHAMED FAIRUZ
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
PRECAST COMPRESSED CONCRETE SLAB - TECHNICAL SPECIFICATION (TWIN SLAB)
JPIF/STD/004 NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
24 Diagr24/Yus/2012 Diagr25/Yus/2012
5 0 mm
54mm
50mm
L - ANGEL
SQUARE HOLLOW SECTION 1750mm 125mm
50mm
125mm
50mm
125mm
50mm
200mm
150 50 mm mm
1000mm
750mm
50mm
50mm
METHOD OF FABRICATION
NOTE :-
3.
2.
1.
1.
2. 44 mm
3.
FIBRE REINFORCED PLASTIC (FRP) UNIT SHALL BE MADE WITH RESIN MASTIC OF FIRE RETARDANT I SOPHTHALIC POLYESTER RESIN SYSTEM WITH UV INHIBITOR. FRP SHALL CONFIRM WITH 15 TEST SPECIFICATION IN JPIF DBKL GUARD RAILING CONTRACT DOCUMENT. EPOXY RESIN MASTIC ADHERSIVE SHALL BE USED FOR JOINTING AND FABRICATION.
LUKISAN PIAWAI PAGAR KESELAMATAN PEJALAN KAKI
DI LUKIS: DI SEMAK:
PJT HJ. YUSOF
DI PERIKSA:
PJT HJ. YUSOF
NO. LUKISAN:
TAJUK LUKISAN:
MOHAMED FAIRUZ
JPIF/STD/005 ANTI CLIMB FENCE
TARIKH:
06.11.2012
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
25 Diagr25/Yus/2012
711 229mm BRICKWALL
610
838
763
AREA OF HRGW & CONC. BASE = 0.1826m 2
AREA OF HRGW & CONC. 2 BASE = 0.2420m
610
1:3:6 CONC.
1:3:6 CONC.
914
1
120
762 BAR MARK
AREA OF HRGW & CONC. BASE = 0.4040m 2
AREA OF HRGW & CONC. 2 BASE = 0.5670m
610mm x 610mm CAST-IN-SITU DRAIN
AREA OF HRGW & CONC. 2 BASE = 0.2770m
M.S. ROUND BARS 12mm O 6 Nos. OF BARS
305mm x 305mm 457mm x 457mm CAST-IN-SITU DRAIN CAST-IN-SITU DRAIN BAR BENDING SCHEDULE
102
610
150
610
610
1 2 3 4 5 6
610mm x 533mm 610mm x 533mm 610mm x 610mm 610mm x610mm 610mm x 711mm 610mm x 711mm
5 R6-6-165 51 150
51 150
5 R6-4-140
TYPE A SIZE
No. OF BARS
R10 R6 R10 R6 R12 R6
6 6 6 6 6 6
6 R10-5-102
51
6 R10-3-102
BAR MARK
SLAB DIMENSION
150
51
51 150
610
533
R12
102
102
5 R6-2-120
6
1:3:6 CONC.
610
102
51 150
229
711
533
6 R10-1-102
229mm HRGW STRAIGHT CHANNEL
SPACING
102
89
HALF ROUND GLAZED WARE DRAIN SLAB CULVERT TYPICAL CROSS SECTION
3. THE CHANGE IN UNIT FROM NON METRIC USED IS 1 IN = 25.4mm. AN ONLY DECIMALS WERE BROUGHT TO NEAREST UNIT.
305
1067
914
AREA OF HRGW & CONC. BASE = 0.2030m 2
2. ALL DIMENSION STATED ARE IN mm.
4. LEGEND. 229mm HRGW STRAIGHT CHANNEL
305
1:3:6 CONC. MIX
229mm BRICKWALL
305
457
1:3:6 CONC. MIX
229mm BRICKWALL
457
305mm HRGW
762
457
162
1:3:6 CONC. MIX
VARIES
229mm HRGW
267
229mm HRGW
229mm BRICKWALL
381
305
VARIES
229mm BRICKWALL
305
229mm BRICKWALL
457
305
610
533
1. THIS DRAWING WAS TRACED FROM JKA 1260/2.
162
(MAX. HEIGHT 914mm FOR 267 229mm BRICKWORKS) VARIES
NOTE :
LENGHT SHAPE EACH BAR mm 960 798 1040 798 1236 798
711
NOTES :-
FOR 229mm HRGW DRAIN
FOR 229mm HRGW DRAIN
FOR 305mm HRGW DRAIN DETAILS OF SLAB REINFORCEMENT
1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY. 2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION.
( WITH OR WITHOUT LIFTING SLOTS )
3. ALL CONSTRUCTION DRAWING MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS.
51mm CONC. 229mm THK RUBBLE PITCHING 76mm O WEEP HOLES
1:3:5 CONC. MIX
2
AREA OF CONC. & HRGW = 0.1260m
610mm x 610mm CAST-IN-SITU DRAIN WITH RUBBLE PITCHING
DI SEDIAKAN DI LUKIS :
PJT HJ. YUSOF
DI PERIKSA :
PJT HJ. YUSOF
TARIKH :
26/10/2012
0 61
229 60
457 2
305mm HRGW CHANNEL DRAIN WITH CONCRETE REVETMENT
AREA OF CONC. & HRGW = 0.1010m
2
229mm HRGW CHANNEL DRAIN WITH CONCRETE REVETMENT NO. LUKISAN:
TAJUK LUKISAN:
PP MOHD FAIRUZ
DI SEMAK :
1:3:5 CONC. MIX
533
1143
AREA OF CONC. & HRGW = 0.6250m
305mm HRGW STRAIGHT CHANNEL
305
305mm HRGW STRAIGHT CHANNEL
152 152
60
267
305
152 152
1:3:5 CONC. MIX 762
152 152
305
305
457
61
0
1:2:4 CONC. CAST-IN-SITU REVETMENT
DETAILS OF HALF ROUND GLAZED WARE CHANNELS INCLUDING R.C. SLABS. JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
JPIF/STD/006 JUMLAH SYIT:
NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
26 Diagr26/Yus/2002
REINFORCED CONC. PARAPED WALL CAST IN SITU AND SET INTO SIDE WALL 229
2 NOS. 16mm DIA BARS
38
305
38
508
4. SLAB THICKNESS MAY BE REDUCED BY 12mm WHERE LOADING IS RESTRICTED TO PEDESTRIANS AND CYCLES ONLY
711
457
38
3. THE CONVERSION FACTOR USED IS IN =254mm AND ALL VALUES AFTER THE DECIMAL WERE OMMITTED
THICKNESS TO VARY FROM 89mm TO 127mm IN ACCORDANCE WITH DRAIN SIZE
381
5. CONCRETE 1:3:6 WITH 40mm AGGREGATE SHALL BE PROVIDED IN FOUNDATIONS TO BLOCK DRAINS
38 102
83
63
NOTES :-
305
279
254
6. CONCRETE 1:2:4 WITH 20mm AGGREGATE SHALL BE USED FOR ALL PRECAST CONCRETE WORKS
102 368
305mm BLOCK DRAIN IN 610mm LENGTH
381mm BLOCK DRAIN IN 610mm LENGTH
487mm BLOCK DRAIN IN 610mm LENGTH
610mm BLOCK DRAIN IN 610mm LENGTH
EQUIVALENT PIPE : 381mm DIA AREA OF PCBD : 0.0581m 2
EQUIVALENT PIPE : 457mm AREA OF PCBD : 0.0902m 2
EQUIVALENT PIPE : 533mm AREA OF PCBD : 0.1200m 2
EQUIVALENT PIPE : 610mm AREA OF PCBD : 0.2020m 2
1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY.
SECTION A - A
2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION. A
A
1067
2
MAXIMUM DEPTH 1067 FOR 229 BRICKWORK
62
PLAN
152
2
R7
B.R.C. No. 65 MESH REINFORCEMENT
1080
2
2
AREA OF CONC. BASE : 0.7076m 2 : 0.2020m AREA OF PCBD : 0.9096m2 TOTAL 762
AREA OF CONC. BASE : 0.5430m 2 : 0.1200m AREA OF PCBD : 0.6630m2 TOTAL
40mm x 10mm M.S. FLAT
B.R.C.No. 65 WIRE MESH REINFORCEMENT
711
12
25
BLOCK DRAIN CULVERTS TYPICAL CROSS SECTIONS
51mm x 51mm x 10mm THICK L
DETAIL OF GRATING
25
102
25
711
FOR 305mm DRAIN
102
25
25
102 1067
25
102
76 25
51
4R6-2-135 DIA. BARS
25
25
610 x 914 610 x 838
102
6R6-3-203 DIA. BARS
51 102
51 102 51
305
102
610
51 25
6R6-5-172 DIA. BARS
51 102
102
610
51 102
6R6-7-157 DIA. BARS
1067 x 305 457 6R12-1-102 DIA. BARS
3R12-4-102 DIA. BARS
6R12-6-102 DIA. BARS
51
6R12-6-102 DIA. BARS
51 102
610
51 102
5R6-9-165 DIA. BARS
1067
914
610
838
SLAB DIMENSIONS 610 x 457
127
102
102
102
REVETMENT SLAB
6R12-6-102 DIA. BARS
FRONT ELEVATION DETAILS OF CONSTRUCTION AT ENTRANCES
438 457 25 51
25
610
711
2
1295
1143
AREA OF CONC. BASE : 0.4690m 2 : 0.0902m AREA OF PCBD : 0.5592m2 TOTAL
76
R 220
1067
AREA OF CONC. BASE : 0.3645m 2 : 0.0581m AREA OF PCBD : 0.4226m2 TOTAL
838
152
152
940
1080
610
610 591
152
1080 610
864
686
711
610
622
483
MAXIMUM DEPTH 1067 FOR 229 BRICKWORK
MAXIMUM DEPTH 1067 FOR 229 BRICKWORK
MAXIMUM DEPTH 1067 FOR 229 521 BRICKWORK
914
838
711
3. ALL CONSTRUCTION DRAWINGS MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS.
FRONT ELEVATION DETAILS OF CONSTRUCTION AT ENTRANCES
102
69
305
533
89
2. ALL DIMENSIONS STATED ARE IN mm
381
381
89
1. THIS DRAWING WAS BASED ON JKAL 1260/1
SLAB TO BE CONSTRUCTED AS DETAILED
457
102
PRECAST SLAB
610
89
NOTES :
610 x 711
25
BAR MARK
TYPE & SIZE
NO. OF BARS
LENGTH OF EACH BARS (mm)
1
R12
6
982
2
R6
4
796
3
R6
6
492
4
R12
3
1592
5
R6
6
798
6
R12
6
1148
7
R6
6
798
8
R12
6
1361
9
R6
5
798
10
R12
6
1236
SHAPE
BAR BENDING SCHEDULE
457
838
914
FOR 381mm DRAIN
FOR 457mm DRAIN
FOR 610mm DRAIN
LEGEND
DETAIL OF SLAB SIZE 610mm x 457mm
6
R12 - 1 - 120 SPACING
DETAIL OF SLAB REINFORCEMENT
BAR MARK M.S. ROUND BARS 12mm
(WITH OR WITHOUT LIFTING SLOT)
6 Nos. OF BARS
DI LUKIS:
MOHD FAIRUZ
DI SEMAK:
PJT HJ. YUSOF
DI PERIKSA:
PJT HJ. YUSOF
TARIKH:
10.02.2012
NO. LUKISAN:
TAJUK LUKISAN:
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
DETAILS OF FOR CIVIL WORKS PRECAST CONCRETE BLOCK DRAIN & REINFORCED CONCRETE SLAB CULVERT.
JPIF/STD/006 JUMLAH SYIT:
NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
27 Diagr27/Yus/2003
2
2
A. CONC. = 0.490 m 2 A. PIPE = 0.154 m 2 TOTAL = 0.644 m A. CONC. = 0.404 m 2 A. PIPE = 0.059 m 2 TOTAL = 0.463 m
0 45 IA. D
A. CONC. = 0.327 m 2 A. PIPE = 0.091 m 2 TOTAL = 0.418 m
2
A. CONC. = 0.515 m 2 A. PIPE = 0.606 m 2 TOTAL = 0.606 m
152 152
152
152
44
152
152
40
2
2
A. CONC. = 0.225 m2 A. PIPE = 0.059 m2 2 TOTAL = 0.314 m
A. CONC. = 0.747 m 2 A. PIPE = 0.154 m 2 TOTAL = 0.901 m
90
0
D
. IA
152
90
0
A. DI
NOTES :1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY.
508
0 60 IA. D
0 45 IA. D
102 267 152
0 60 IA. D
102 349
152
838
838
1003
450mm DIA. PIPE CULVERT
1003
2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION.
1321
1321
152
900mm DIA. PIPE CULVERT
3. ALL CONSTRUCTION DRAWINGS MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS.
600mm DIA. PIPE CULVERT 2
2
A. CONC. = 0.800 m 2 A. PIPE = 0.256 m 2 TOTAL = 1.056 m 12,192 ROAD RESERVE
A. CONC. = 1.136 m 2 A. PIPE = 0.256 m 2 TOTAL = 1.392 m
152 152
FOOTPATH
R.C. SLAB
FOOTPATH
6.708 CARRIAGEWAY
76mm HARD CORE
25mm. THICK PREMIX
1
R.C. SLAB
0 20
A. DI
152 1
0 20
A. DI
838 152 1651
1651
1200mm DIA. PIPE CULVERT HALF ELEVATION
SECTION A - A
2
2
A. CONC. = 1.184 m 2 A. PIPE = 0.383 m 2 TOTAL = 1.567 m
A. CONC. = 1.598 m 2 A. PIPE = 0.383 m 2 TOTAL = 1.981 m
76 152
15
A
B
A. DI
152
A
0 15
0
A. DI
838
A
A
B
00
152
305 1981
1981
1500mm DIA. PIPE CULVERT HALF PLAN
HALF SECTIONAL PLAN 2
2
A. CONC. = 1.465 m 2 A. PIPE = 0.535 m 2 TOTAL = 2.000 m SIZE OF CULVERT
A. CONC. = 1.959 m 2 A. PIPE = 0.535 m 2 TOTAL = 2.494 m
SIZE OF MANHOLE SIZE OF SLAB
A
REINFORCEMENT
89 152
B
152
2
450
900
900
1140X305X100 3Nos.12mm o & 8Nos. 6mm o BAR
600
1070
900
1140X305X100 3Nos.12mm o & 8Nos. 6mm o BAR
900
1200
900
1140X305X100 3Nos.12mm o & 8Nos. 6mm o BAR
1200
1500
900
1140X305X100 3Nos.12mm o & 8Nos. 6mm o BAR
1500
SPECIAL MANHOLE
1800
SPECIAL MANHOLE
A. CONC. = 0.146 m 2 A. PIPE = 0.02 m 2 TOTAL 0.166 m =
0 18
0
A. DI
102
152
0 15
0
A. DI
1003
9 22 IA. D
305
2911
2911
483
1800mm DIA. PIPE CULVERT DI LUKIS:
MOHD FAIRUZ
DI SEMAK:
PJT HJ. YUSOF
DI PERIKSA:
PJT HJ. YUSOF
TARIKH:
10.02.2012
NO. LUKISAN:
TAJUK LUKISAN:
DETAILS OF FOR CIVIL WORKS PRECAST CONCRETE PIPE CULVERT JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
JPIF/STD/007 JUMLAH SYIT:
NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
28 Diagr28/Yus/2003
NOTES : 1. THIS DRAWING WAS BASED ON JKAL 1260/4A
‘D’ TYPE OUTLET KERB
2. ALL DIMENSIONS STATED ARE IN mm
VARIES
PRECAST CONCRETE CHANNEL BLOCK 152mm x 76mm x 610mm
PREMIX
ALL EXTERIOR WALLS TO HAVE 20mm CEMENT RENDERING
1 IN 36
KERB CONC. 1:2:3 225mm DIA. SPUN CONC. PIPE
457mm x 457mm GULLY GRATE & FRAME CONC. 1:2:3
229mm BRICKWALL 12mm RENDERING
305
305 229mm BRICKWALL IN CEMENT MORTAR 1:2 MIX
CONC. BEDDING TO KERB 76mm THICK CONC. BEDDING 1:2:4 MIX TROWELLED SMOOTH ON TOP
3. THE CONVERSIONS FACTOR USED IS 1 IN = 25.4mm AND ALL VALUES AFTER THE DECIMAL WERE OMITTED
152 152
CARRIAGEWAY
146
76 114
PREMIX
1 IN 40
102
R.C. SLABS 457 x 305 REINFORCED WITH WELD MESH No. 210 SEE SECTION B - B
229mm S.G.W. CHANNEL
102mm THICK CONC. BASE
CONC. 1:3:6
102mm CONC. SORROUND 1;3;6 MIX
20mm RENDERING
SECTIONAL ELEVATION A - A SECTION C - C 225mm. DIA. SPUN CONC. PIPE
D
E
B
KERB CHANNEL BLOCK 229mm B/WALL IN CEMENT MORTAR 1:2 MIX
A
C
A CARRIAGEWAY 229mm S.G.W. CHANNEL
R.L.SLAB TO DETAIL
457mm x 457mm. C.I. GULLY GRATE AND FRAME
CENTRELINE OF DRAIN
PRECAST CONC. OUTLET CHANNEL
C
NOTES :1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY.
B D
3. ALL CONSTRUCTION DRAWINGS MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS.
PLAN
PRECAST CONC. KERBS SEE DRG. NO. JKAL 1260/5A
CONC. BEDDING 1:2:4 MIX
102
152152 2 D 25 IA .
305
457
CONC. 1:2:4 20mm RENDERING
2 D 25 IA .
457
254
229 457mm x 305mm x 63mm. PRECAST CONC. SLAB TYPE ‘B’ REINFORCED WITH WELD MESH No. 210 WITH 25.4mm.COVER UNDER AND CLEARLY MARKED WITH 3mm.DEPRESSION TO DENOTE THE BOTTOM OF SLAB.
2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION.
E
102mm. THICK CONC. BASE 1:3:6
102
PRECAST CONC. CHANNEL SEE DRG. NO. JKAL 1260/5A
610
152 305 152 610
SECTION D - D
SECTION B - B DETAIL OF SLAB TYPE OUTLET FROM KERB
PJT HJ. YUSOF
DI PERIKSA:
PJT HJ. YUSOF
TARIKH:
10.02.2012
DETAIL OF SLAB TYPE OUTLET FROM KERB
NO. LUKISAN:
TAJUK LUKISAN:
DI SEDIAKAN: MOHAMED FAIRUZ DI SEMAK:
SECTION E - E
JPIF/STD/008 DETAILS OF OUTLET FROM KERB JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
JUMLAH SYIT:
NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
29 Diagr29/Yus/2003
600
R.C SLAB TO DETAILS
9”
B
A
B
A
M.S FISH TAIL
HEADWALL 9”
450
M.S GREATING 20’ - 0” x 1’ - 6”
HEADWALL
FOOTPATH / GREEN ZONE AS APPRORIATE
MINIMUM 12’ - 0” MAXIMUM 20’ - 0”
25 x 12 THK. M.S FLATS AT 50 c/c WELDED TO ANGLE FRAME
KERBS AND CHANNEL BLOCKS TO MATCH EXISTING KERBS
HEADWALL
25 x 25 M.S ANGLE MIN. 6” THICK R.C. SLAB
PLAN
RL
9”
WAY DRIVE
M.S. GRATING (HEAVY DUTY)
AR Y
SCALE 1 : 10
AU
N
D
CONCRETE AND PAVING BLOCK NOT ALLOWED TO BE USED
LO TB
ROAD WIDENING/DAMAGED EXISTING CARRIAGEWAY/PROPOSED DRIVEWAY CONSTRUCTED TOSAME STANDARD AS EXISTING ROAD OR 12” THICK CRUSHER-RUN, 2” PREMIX BASE COURSE AS MINIMUM STANDARD MIN. 6” THICK R.C. SLAB HEADWALL
1:2:4 MIX CONC. Y10 - 150 c/c Y12 - 150 c/c EXPOSED SURFACE OF B.W TO BE RENDERED WITH 3/4” THICK CEMENT SEND (1:3) PLASTER
12” HRGW DRAIN OR PER EXISTING DRAIN ANY RAMP MUST BE CONFINED WITHIN THE BUILDING LOT
6” 1:3:6 CONCRETE FOUNDATION
WAY DRIVE RL
1 IN 48
9”
RL
SECTION A - A
CONCRETE AND PAVING BLOCK NOT ALLOWED TO BE USED
450
MAX 3’ - 6”
MIN 18”
(NOT TO SCALE)
EXPOSED SURFACE OF B.W TO BE RENDERED WITH 3/4” THICK CEMENT SEND (1:3) PLASTER
25 x 25 M.S ANGLE 25 x 12 THK. M.S FLATS
12” HRGW DRAIN OR PER EXISTING DRAIN
NOTES :-
1:3:6 CONCRETE FOUNDATION
1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY.
6”
25 x 12 THK. M.S FLATS 150 THK. CONC. SLAB (1:2:4 MIX)
2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION. 3. ALL CONSTRUCTION DRAWINGS MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS.
SECTION A - A (NOT TO SCALE)
DI LUKIS:
PJT HJ. YUSOF
DI PERIKSA:
PJT HJ. YUSOF
TARIKH:
10.02.2012
(SCALE 1 : 10)
NO. LUKISAN:
TAJUK LUKISAN:
MOHAMED FAIRUZ
DI SEMAK:
SECTION B - B
DETAILS FOR ENTRANCE CULVERT FOR ‘OSA’ DEVELOPMENT JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
JPIF/STD/009 JUMLAH SYIT:
NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
30 Diagr30/Yus/2003
NOTES :-
2 5 5
90 x 90 x 6 THK ANGLE BEDDED IN CONC. WITH FISH TAIL AT 300 C/C
1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY.
80 DROP 75 KERB TYPE ‘A’
2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION. 3. ALL CONSTRUCTION DRAWINGS MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS.
1
2
R12 - 150 BOTHWAYS
225mm o OUTLET PIPE
CLASS 30/20 CONC.
50 LEAN CONC.
1 150
450
150 CONC. BEDDING CLASS 10/20
CATCHPIT TYPE A
150
500
150 80 x 20 M.S. PLATE
80
80
5
80
5
42.5
20
90 x 90 x 6 THK. ANGLE BEDDED IN CONC. WITH FISH TAIL AT 300 c/c
225mm o PIPE CULVERT
100
80 x 20 M.S PLATE WELDED AT BOTH ENDS (6 THK. FILLET WELD) OF 80 x 20 M.S PLATE. (METAL COATING TO BE PAINTED WITH TWO COATS OF LEAD OXIDE)
CONCRETE BEDDING GLASS 10/20
SECTION 1 - 1
PJT HJ. YUSOF
DI PERIKSA:
PJT HJ. YUSOF
TARIKH:
10.02.2012
NO. LUKISAN:
TAJUK LUKISAN:
DI SEDIAKAN: MOHAMED FAIRUZ DI SEMAK:
PLAN OF M.S. GRATING
SECTION 2 - 2
JPIF/STD/010 DETAILS FOR GULLY GRATE TRAP JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
JUMLAH SYIT:
NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
31 Diagr31/Yus/2003
40 295
267 40
20
152
40 152 1½” 10½”
152
76
1218
GUTTER INVERT LINE EDGE OF CARRIAGEWAY
GUTTER INVERT LINE
18” EDGE PROFILE KERB TYPE ‘H’
152
PRECAST LINTEL
2 ½” x 3/4” M.S. PLATES WELDED TO R.H.S. 2 ½” x 2 ½” x 4.87 TO FORM GRATING VARIES
M.S.SEATING PLATE 19
2 Nos. 2 ½” x 3/4 M.S SEATING PLATES WELDED TOGETHER DEPTH VARIES
B
298
M4 - 6” BOTHWAYS
308
2 3/4” O.D. GALV. IRON PIPE CAST INTO CONC. SIDES
6”
152
152
76
152
B
3/4” o M.S. WELDED TO GREATING 2’ - 0”
19
MIN
DEPTH
914
292
6” LONG 1/4” o M.S. BAR 6” c/c WELDED TO SEATING
152
2” LEAN CONC.
300mm o OUTLET PIPE 6”
PLAN OF KERB INLET IN THE ROADWAY
FRONT ELEVATION
1” - 9”
6”
SECTION B-B OF KERB DRAINAGE PIT TYPE 1 WITH GRATING GUTTER INVERT LINE
267
40 25mm R
NOTES :1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY.
3R 12 - 4 88.5
203
76
7R 12 - 3 - 152
2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION.
51mm x 51mm x 6mm ANGLE
3. ALL CONSTRUCTION DRAWINGS MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS.
152 6mm o M.S WELDED TO ANGLE
PRECAST CONC. LINTEL
DI SEMAK:
PJT HJ. YUSOF
DI PERIKSA:
PJT HJ. YUSOF
NO. LUKISAN:
TAJUK LUKISAN:
DI SEDIAKAN: MOHAMED FAIRUZ
JPIF/STD/010 SDETAILS FOR CIVIL WORKS FOR GULLY GRATE
TARIKH:
10.02.2012
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
32 Diagr32/Yus/2003
14
24
40mm x 10mm THK. M.S FLAT WELDED TO M.S FLAT FRAME @ 50mm
B
40mm x 12mm THK. M.S FLAT FRAME NEW JERSEY BARRIER
KERB
22 CO 5 O NC .P IP E
20 20
CONC. HAUNCHING GRADE (1 : 3 : 6)
12mm O HOLE 86
DETAIL A
730
A
40mm x 12mm THK. M.S FLAT FRAME
5mm
DETAIL A
KERB
630
A
264
HAUNCHING DETAIL FOR CONCRETE PIPE
ISOMETRIC VIEW OF FRAME AND M.S GRATING
12mm O HOLE ROTATION LINE 225mm DIA. CONC. PIPE
KERB
40mm x 10mm THK. M.S FLAT WELDED TO M.S FLAT FRAME @ 50mm c/c 100 200
300
5mm
100
200
CONCRETE/MORTAR & BEDDING CONC. (1 : 3 : 6)
S.E
50mm x 75mm x 10mm THK M.S ANGLE PLATE
125
500 (CATCH PIT)
SECTION B - B 12mm O HOLE
PRECAST CONCRETE PIT
550
1 LAYER BRC A8 AT CENTRE OF SECTION
CONCRETE SURROUND 225 O CONC. PIPE
NOTES :-
600 (SUMP)
1.
215
B
B
2.
100
MORTAR BEDDING PRECAST CONCRETE PIT
500
PLAN
3. 50
65
500
65
50
730 50mm THK. LEAN CONCRETE (1 : 3 : 6)
CONCRETE PIT DETAIL
PJT HJ. YUSOF
DI PERIKSA:
PJT HJ. YUSOF 08.11.2012
5.
A
6.
PLAN OF M.S FRAME AND M.S GRATING
ALL DIMENSIONS WERE IN MILIMETRES UNLESS OTHERWISE STATED. M.S GRATING AND FRAME WERE PAINTED WITH ONE COAT OF APPROVED METALLIC PRIMER FOLLOWED BY ONE UNDERCOAT AND FINISHED WITH ONE COAT OF GLASS ENAMEL PAINT. CONCRETE WERE GRADE 25/20 UNLESS OTHERWISE SPECIFIED. MINIMUM REINFORCEMENT COVER WERE 50mm UNLESS OTHERWISE STATED. MINIMUM ANCHORAGE AND LAP LENGTH WERE 50 TIMES BAR DIAMETER. KERB USED WERE AS SHOWN IN THE DRAINAGE LAYOUT PLAN. KERB AND HAUNCHING DETAILS WERE AS SHOWN IN DRAWING.
NO. LUKISAN:
TAJUK LUKISAN:
MOHAMED FAIRUZ
DI SEMAK:
4.
7.
SECTION B - B
TARIKH:
M.S. GARTING DETAILS (INLET AND CATCHPIT)
DETAIL B
500 (CATCH PIT)
10mm THK. BOLT & NUTS
300
10 0
CONCRETE INFILL
D
B
86
D
10 0
B
KERB
M.S GRATING TO DETAILS
M.S. FRAME DETAIL
375
SECTION A - A KERB
620 (CATCH PIT) 720 (SUMP)
730
550
57
A
50mm THK. LEAN CONCRETE (1 : 3 : 6)
500
DI LUKIS:
20 20
400
100 KERB
NEW JERSEY BARRIER
50
100
50mm x 50mm x 70mm x 10mm THK M.S ANGLE PLATE 40mm x 10mm THK M.S PLATE
600 (SUMP)
300
MIN 2%
CONCRETE SURROUND (1 : 3 : 6)
DETAIL B
50mm x 50mm x 70mm x 10mm THK M.S ANGLE PLATE
40mm x 12mm THK. M.S FLAT FRAME
SECTION D - D 100
TO DRAIN
5mm
720 (SUMP)
550
225mm DIA. CONC. PIPE
620 (CATCH PIT)
50mm x 50mm x 70mm x 10mm THK M.S ANGLE PLATE
M.S FRAME TO DETAIL MORTAR BEDDING
50mm x 50mm x 70mm x 10mm THK M.S ANGLE PLATE
65
1 LAYER BRC A8 AT CENTRE OF SECTION
KERB
85
10
B
50mm x 75mm x 10mm THK M.S ANGLE PLATE
SECTION A - A
MARGIN LINE
5 00
PLAN
215
65
JPIF/STD/011 CONCRETE PIT DETAILS JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
33 Diagr33/Yus/2012
2 3/4”
A
2 3/4” 7’ - 6” (2286)
7’ - 6” (2286)
BARBED WIRE
2 ½” x 4 ½” R.H.S
2 ½” x 4 ½” R.H.S
1’-3” (381)
” -3 1’ 8 1 ) (3
6 SWG
8 ’ - 0” (2438)
10 SWG
2 ½” x 4 ½” R.H.S
2 1/2” x 2 1/2” x 3/8”
2 1/2” x 2 1/2” x 3/8”
45 GL 0”
- ) 2’ 1 0 (6
4” x 4” x 1/4 M.S. PLATE
10’ - 0” (3048)
305 x 305
A ELEVATION OF FENCE
0” ’- ) 2 10 ” x (6 -0 ) x 2’ 1 0 (6
10’ - 0” (3048)
1’ SQ x 2’ - 0” CONC.
” -0 ) 3 ’ 14 9 (
2’ - 4 ½” 2’ - 4 ½”
3’ - 0” (914)
6 SWG
2’ - 0” 12” (610) (305)
305
WELD
9” x 9” x 1/4” M.S. PLATE BULLDOG ORNAMENTAL WINDOW GUARDS TYPE B 8 GUAGE 2” MESH
2’ - 0” x 2’ - 0” (610) x (610)
SECTION A-A
2’ - 0” x 2’ - 0” (610) x (610)
ELEVATION OF GATE
4 ½”
4 ½”
3 3/4”
2 ½” x 4 ½” R.H.S
CONC. FOUNDATION
2 ½” x 4 ½” R.H.S
1/8” M.S. PLATE WELDED TO R.H.S.
1/4” 2 ½” x 4 ½” R.H.S
2 ½” x 4 ½” R.H.S
7’ - 6” (2286)
3/4” O
7’ - 6” (2286)
2 3/4” 1”
2 3/4”
3/4” O 2 3/8” LONG M.S ROD WELDED TO 2 ½” x 1” M.S PLATE
3/16” 1”
PLAN
3/16” 1”
2 ½” x 4 ½” R.H.S
1 1/4” ½” M.S GUSSET
ELEVATION OF HINGE 3/4” O M.S BAR
7/8” M.S TUBE WELDED TO R.H.S. 4 ½” 3/4” O 1 1/2” LONG M.S ROD WELDED TO ½” THICK M.S.
2 3/4”
4 ½” 3/16” THICK M.S WASHER (MASHINED)
BULLDOG ORNAMENTAL WINDOW GUARD TYPE ‘B’ GAUGE 2” MESH 2 ½” x 4 ½” R.H.S. 2 ½” x 4 ½” R.H.S. 2 ½” THICK M.S PLATE WELDED TO FRAME
PP MOHD FAIRUZ
DI SEMAK :
PJT HJ. YUSOF
DI PERIKSA :
PJT HJ. YUSOF
TARIKH :
12/11/2012
3/16” THICK M.S PLATE
NOTES :-
5/8” O HOLE
1/4” M.S PLATE WELDED TO 7” x 5”
1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY.
3. ALL CONSTRUCTION DRAWINGS MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS.
DETAIL OF LOCKING ARRANGEMENTS
NO. LUKISAN:
TAJUK LUKISAN:
DETAILS FOR FOR CIVIL WORKS CHAIN LINK FENCING AND GATE JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
7” x 5” x 1/8” M.S PLATE WELDED TO R.H.S & MESH.
2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION.
SECTIONAL PLAN
DI SEDIAKAN DI LUKIS :
½” O M.S BAR BENT TO ‘U’ SHAPE AND WELDED TO PLATE
JPIF/STD/012 NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
34 Diagr34/Yus/2002
PJT HJ. YUSOF
TARIKH : 02/01/2012
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
DETAILS FOR CIVIL WORKS STANDARD GALVANISED TAPERED OCTOGONAL STREET LIGHTING COLUMN DETAILS. 24mm O BOLT
CONDUIT FOR CABLE ENTRY
DOOR
TAJUK LUKISAN:
IR K. NANTHAKUMAR IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
600mm
A
G
ANTI SINK PLAT KxT
B
600mm
DOOR
SERVICE SLOT 152mm x 76mm
MOUNTING HEIGHT (H)
EYE BOLT 16mm x 130mm THROUGH BOLT 16mm x 280mm ANTI SINK PLAT KxT
GROUND LEVEL
C
L
WEATHER STRIP
SECTION II (Intermediate Sec.) See Note 7
NOT TO SCALE
B
24mm O BOLT
A
SERVICE DOOR (See Detail A)
EYE BOLT 16mm x 130mm FLANGE MOUNTED THROUGH BOLT 16mm TYPE x 280mm
A
C
FORCED FIT SLIP JOINT
W
D
M.S TO B. S 4360 GRADE 43C
FORCED FIT SLIP JOINT
NOT TO SCALE
G
CONDUIT FOR CABLE ENTRY
GROUND LEVEL SERVICE SLOT 152mm x 76mm
C
WEATHER STRIP
K
A
85
PLANTED TYPE DOUBLE ARM COLUMN
A
A
SERVICE DOOR (See Detail A)
FORCED FIT SLIP JOINT
GALVANISED TAPERED OCTOGONAL SHAFT 3mm THICK
NOT TO SCALE
SECTION A -A FLANGE PLATE
30mm x 50mm ELONGATED HOLE
D
HOLE FOR CABLE ENTRY MIN 150mm HOLE DIA.
NOT TO SCALE
SECTION D - D
FORCED FIT SLIP JOINT
6mm MIN. FILLET WELD ALL ROUND
NOMINAL 2m CONTINUOUS TAPERED OCTOGONAL ARM
OCTOGONAL SHAFT
60.3m O ROUND PIPE TO JOINT CONTINUOUSLY WITH OCTOGONAL SEC. TO COMPLETE TO THE REQUIRE LENGTH OF BRACKET ARM
85
NOMINAL 2m CONTINUOUS TAPERED OCTOGONAL ARM
REFER DETAIL ‘B’
PLANTED TYPE SINGLE ARM COLUMN
A
C
L
NOMINAL 1.8m UP LIFT OF BRACKET ARM
LENGTH OF BRACKET ARM 1.5m, 2m, 2.5m & 3m
L OF LAMP
C
3. ALL CONSTRUCTION DRAWINGS MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS. 5
2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION.
1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY.
NOTES :-
1. 5
DI PERIKSA :
RA D IU S
PJT HJ. YUSOF
500
DI SEMAK :
305
PP MOHD FAIRUZ
500
DI SEDIAKAN DI LUKIS :
S IU
305
5m 1. D RA
NO. LUKISAN:
JPIF/STD/013
NO. SYIT: JUMLAH SYIT:
35 Diagr35/Yus/2002
MOUNTING HEIGHT (H)
12m
11m
10m
9m
8m
7m
6m
TYPE
(m)
Planted
10.2
Flange Mounted
10.2
Planted
9.2
PLANTING DEPTH
AF
A (mm)
1700
OD AF
B (mm)
253 228 237
1600
OD
C (mm)
D (mm)
E (mm)
F (mm)
K x T (mm)
220
610
140
450
400 x12
220
610
140
450
400 x 20
205
610
140
450
BOLT O x W (mm)
9.2
Planted
8.2
Flange Mounted
8.2
Planted
7.2
Flange Mounted
7.2
Planted
6.2
Flange Mounted
6.2
Planted
5.2
214 1500
222
2
1400
205
MIN. 4mm FILLET WELD ALL ROUND
400 x12
205
610
140
450
335 x 20
CHS. 60.3 (O.D) M.S GRADE 43C TO B.S 4340 THICKNESS 3mm (OR EQUIVALENT)
191
610
140
450
335 x 12
191
610
140
450
335 x 20
176
460
130
300
335 x 12
176
460
130
300
300 x 16
161
460
130
300
300 x 10
161
460
130
300
300 x 16
189
305
130
150
300 x 10
24 x 260
24 x 260
189
1300
COLUMN SHALL CONFORM TO B.S 1840 AND DESIGNED TO WITHSTAND 27m/Sec. (60m.p.h) WIND.
3.
SHEET STEEL SHALL CONFORM TO B.S 4360, 1972 GRADE 43 C OR 50 C.
4.
COLUMN SEAM WELDING SHALL CONFORM TO B.S 5135 : 1974 AUTOMATIC CONTINUOUS WELDING PROCESS.
5.
COLUMN SHALL BE HOT DIG. GALVANISED TO B.S 729 : 1971 WITH MIN. AVERAGE COATING WEIGHT OF 460 gm/m 2 FOR ANY INDIVIDUAL TEST AREA.
6.(i) SERVICE DOOR DIMENSIONS ARE GIVEN AS A GUIDE ONLY THE ENGINEER MUST SATISFY HIMSELF THAT DIMENSION GIVEN IS ADEQUATE FOR THE INSTALLATION OF THE REQUIRED CONTROLL GEAR.
HORIZONTAL 5”
S
42 185
2.
42 24 x 300
42 200
8 1/5 PREPARED CAWANGAN LETRIK IBU PEJABAT JKR JALAN TUN ISMAIL, KUALA LUMPUR.
SPIGOT O (S)mm
42
Flange Mounted
1.
DETAIL ‘B’
24 x 220
(ii) THE GIVEN DIMENSIONS ARE ONLY MEANT FOR 10m & 12m. COLUMN OTHER DIMENSIONS FOR 6m, 7m, 8m & 9m. COLUMNS SHALL BE DETERMINED SEPARATELY TO SUIT TYPES OF CONTROL GEAR ETC.
34 170 1200
230
150
24 x 220
60
34
Flange Mounted
5.2
Planted
4.2
Flange Mounted
4.2
202 1100
204
189
305
130
150
300 x 16
167
305
130
150
300 x 10
167
305
130
150
300 x 12
24 x 220
34 180
SPIGOT OF SUITABLE DIMENSION TO FIT BORE OF TUBE
CROSS ARM
7.(i) FOR 6m & 7m MOUNTING HEIGHT COLUMN FLANGE MOUNTED OR PLANTED TYPE, SHAFT SHALL BE IN 1 SECTION ONLY FOR THE 8m TO 12m. MOUNTING HEIGHT COLUMNS, SHAFT SHALL BE IN 2 SECTION. (ii) PLANTED TYPE : MOUNTING HEIGHT SECTION 1 : SECTION 2 :
12m 6.750m 5.600m
10m 5.750m 4.600m
(iii) FLANGED TYPE : MOUNTING HEIGHT SECTION 1 : SECTION 2 :
12m 5.600m 5.050m
10m 4.600m 4.050m
24 x 220
FIXING OF SPIGOT END TO BRACKET ARM C
WELDED OF WEATHER STRIP
SEE DETAIL ON LOCKING DEVICE WEATHER STRIP
5mm 25mm
8.
THIS DRAWING SUPERSEDES JKAL 1509 SHEET 2.
6mm SCREW
12mm
125mm x 25mm x 6mm M.S PLATE (2 PIECES) MIN 37mm GAP 500mm x 125mm x 20mm - NON HYGROSCOPIC BASE BOARD (See Note 6 ii) 20mm DIA. ROUND BAR AS STIFFENER LENGTH 1300mm
BOLT FOR EARTHING TERMINAL
F D
F DOOR THICKNESS MIN. 2mm
F
POSITION OF WEATHER STRIP 20mm
20mm 6mm SCREW
E
12mm
25mm
NOTES :-
SERVICE DOOR SECTION F - F
1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY.
SEE DETAIL ON LOCKING DEVICE
C
SECTION C - C
2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION. 3. ALL CONSTRUCTION DRAWINGS MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS. DI SEDIAKAN MOHAMED FAIRUZ DI LUKIS : DI SEMAK :
PJT HJ. YUSOF
DI PERIKSA :
PJT HJ. YUSOF
TARIKH :
03/01/2012
SERVICE DOOR - DETAIL ‘A’
NO. LUKISAN:
TAJUK LUKISAN:
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
DETAILS FOR CIVIL WORKS STANDARD GALVANISED TAPERED OCTOGONAL STREET LIGHTING COLUMN DETAILS.
JPIF/STD/013 NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
36 Diagr36/Yus/2002
PLAN E
KEY
20mm
38mm
9mm EQUILATERAL TRIANGULAR HOLE
9m
m
STAINLESS STEEL STUD 4mm DIA. SPLIT PIN 4mm DIA. HOLE
3mm RADIUS 8mm
E
15mm DIA.
37mm
16mm
FRONT 40mm
6mm DIA. BAR
15mm DIA.
40mm DIA.
9mm DIA.
DETAILS OF LOCKING DEVICE
ASSEMBLY OF LOCKING DEVICE
4mm DIA. 8mm
2mm
10mm DIA. 10mm DIA.
PLAN 58mm
4mm DIA. SPLIT PIN
STAINLESS STEEL STUD m 8m
NOTES :-
2mm
1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY.
20
mm
GALVANISED STOPPER
2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION. 3. ALL CONSTRUCTION DRAWINGS MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS.
DI SEDIAKAN DI LUKIS :
PJT HJ. YUSOF
DI PERIKSA :
PJT HJ. YUSOF
TARIKH :
31/01/2012
NO. LUKISAN:
TAJUK LUKISAN:
MOHAMED FAIRUZ
DI SEMAK :
SECTION E - E
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
DETAILS FOR CIVIL WORKS STANDARD GALVANISED TAPERED OCTOGONAL STREET LIGHTING COLUMN DETAILS.
JPIF/STD/013 NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
37 Diagr37/Yus/2002
NOTES :1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY.
REVOLVING AMBER LIGHT ROTATING REFLECTOR
2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION. 3. ALL CONSTRUCTION DRAWINGS MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS.
AWAS KERJA-KERJA D.B.K.L DI HADAPAN
AWAS
25m
25m
25m
50m
WORK
AREA
MEDIAN
NOTE : KEY : PENGAWAL LALULINTAS
DI SEDIAKAN DI LUKIS :
PJT HJ. YUSOF
DI PERIKSA :
PJT HJ. YUSOF
TARIKH :
05/02/2012
ALL SIGNS ARE REFLECTORISED.
2.
BARRICADES OR CONES ARE 4m APART.
3.
FLASHING AMBER LAMPS TO BE USE FOR NIGHT WORK.
4.
COLOUR AND DIMENSION OF SIGNS REFER TO DRAWING NOTES. NO. LUKISAN:
TAJUK LUKISAN:
MOHAMED FAIRUZ
DI SEMAK :
1.
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
SUSUNATUR PAPANTANDA AMARAN UNTUK KERJAKERJA PEMBINAAN. KAWALAN LALULINTAS SATU LORONG (BAHAGIAN LUAR) DARI DUA LORONG DITUTUP.
JPIF/STD/014 NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
38 Diagr38/Yus/2002
REVOLVING AMBER LIGHT ROTATING REFLECTOR
AWAS
AWAS
KERJA-KERJA D.B.K.L DI HADAPAN
KERJA-KERJA D.B.K.L
AWAS
AWAS 25m
25m
25m
25m
WORK
25m
50m DI HADAPAN
25m
AREA
MEDIAN
NOTES :-
NOTE :
KEY :
1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY. 2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION. 3. ALL CONSTRUCTION DRAWINGS MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS. DI SEDIAKAN DI LUKIS :
PJT HJ. YUSOF
DI PERIKSA :
PJT HJ. YUSOF 05/02/2012
ALL SIGNS ARE REFLECTORISED.
2.
BARRICADES OR CONES ARE 4m APART.
3.
FLASHING AMBER LAMPS TO BE USE FOR NIGHT WORK.
4.
COLOUR AND DIMENSION OF SIGNS REFER TO DRAWING NOTES. NO. LUKISAN:
TAJUK LUKISAN:
MOHAMED FAIRUZ
DI SEMAK :
TARIKH :
PENGAWAL LALULINTAS DAN ISYARAT KAWALAN
1.
JPIF/STD/014
SUSUNATUR PAPANTANDA AMARAN UNTUK KERJAKERJA PEMBINAAN. JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
KAWALAN LALULINTAS DI ATAS LALUAN DUA LORONG.
NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
39 Diagr39/Yus/2002
ORANGE
30 WHITE
O
315 ORANGE
740
125
900
125
NOTE : 1.
WHITE BACKGROUND (ENGINEERING GRADE)
2.
SLOPING ORANGE STRIPES.
3.
ALL DIMENSION IN mm.
4.
BACK OF CLEARANCE MARKER SIGN (ALUMINIUM BLANK SURFACE MARKER SIGN PAINTED IN GREY COLOUR.
5.
THE THICKNESS OF ALUMINIUM SHEET SHALL BE MINIMUM 2.5mm.
6.
THE REFLECTED SHEETING SHALL BE OF APPROVED BRAND 3m OR EQUAVALENT.
REFLECTIVE STRIP
40
390
SAND FILLED BASE 300
TYPICAL TRAFFIC GUIDANCE CONE
CLEARANCE MARKER SIGN
1
NOTES :-
2
1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY. 2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION. 3. ALL CONSTRUCTION DRAWINGS MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS.
DI SEDIAKAN DI LUKIS : DI SEMAK :
PJT HJ. YUSOF
DI PERIKSA :
PJT HJ. YUSOF
TARIKH :
06/02/2012
NO. LUKISAN:
TAJUK LUKISAN:
MOHAMED FAIRUZ
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
PAPANTANDA AMARAN UNTUK KERJA-KERJA PEMBINAAN. 1. KON KAWALAN LALULINTAS 2. TANDA LEPASAN
JPIF/STD/014 NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
40 Diagr40/Yus/2002
250
RECTANGULAR HOLLOW SECTION (25 x 50 x 3mm)
RECTANGULAR HOLLOW SECTION (19 x 38 x 3mm)
A
M.S STIFFENER (200 x 38 x 4mm)
220 90
800
100
A ANGLE IRON BRACKETS (39 x 16 x 3mm) (WELDED TO POST & BASE STRIP) M.S STRIPS (38mm x 4mm)
300
FRONT ELEVATION
100
DI HADAPAN
420
M.S BEAM (38 x 4mm)
150
KERJA-KERJA D.B.K.L.
B
B
ANGLE IRON BRACKETS (39 x 30 x 3mm)
100
AWAS
50
900
350
75 25
50
75
WELD
25
R.H.S (19 x 38 x 3mm)
R.H.S (25 x 50 x 3mm)
ANGLE IRON (39 x 16 x 3mm)
ANGLE IRON (39 x 30 x 3mm)
WELD
1000
SECTION A - A
SECTION B - B
POST
NOTE : 1.
WHITE BACKGROUND (ENGINEERING GRADE).
2.
RED LETTERING AND BORDER (HIGH INTENSITY).
3.
BACK OF THE CONSTRUCTION SIGN (ALUMINIUM BLANK SURFACE) TO BE PAINTED IN GREY.
4. 5.
300
BEAM M.S STRIPS (38 x 4mm) (WELDED TOGETHER)
ANGLE IRON BRACKET (39 x 16 x 3mm)
ANGLE IRON BRACKET (39 x 30 x 3mm)
ANGLE IRON BRACKET (39 x 30 x 3mm)
M.S STIFFENER (200 x 38 x 4mm)
RECTANGULAR HOLLOW SECTIONS
THE THICKNESS OF ALUMINIUM SHEET SHALL BE MINIMUM 2.5mm.
PLAN
NOTES :1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY.
THE REFLECTED SHEETING SHALL BE OF APPROVED BRAND 3m OR EQUAVALENT.
2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION. 3. ALL CONSTRUCTION DRAWINGS MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS. DI SEDIAKAN DI LUKIS :
MOHAMED FAIRUZ
DI SEMAK :
PJT HJ. YUSOF
DI PERIKSA :
PJT HJ. YUSOF
TARIKH :
07/02/2012
NO. LUKISAN:
TAJUK LUKISAN:
JPIF/STD/014 PAPANTANDA AMARAN UNTUK KERJA-KERJA PEMBINAAN. NO. SYIT:
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
- TANDA AWAS -
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
41 Diagr41/Yus/2002
50
200
50
150
50
2.
WHITE V-SHAPE TO THE DIRECTION OF FLOW (HIGH INTENSITY).
3.
FLASHING AMBER LAMP ON TOP.
4.
HEIGHT OF SIGN 1.2 m ON THE STAND.
5.
DIMENSION IN mm.
6.
THE THICKNESS OF ALUMINIUM SHEET SHALL BE MINIMUM 2.5 mm.
7.
THE REFLECTED SHEETING SHALL BE OF APPROVED BRAND 3m OR EQUAVALENT.
RECTANGULAR HOLLOW SECTION (25 x 50 x 3mm)
RECTANGULAR HOLLOW SECTION (19 x 38 x 3mm)
A A ANGLE IRON BRACKETS (39 x 16 x 3mm)
M.S STIFFENER (200 x 38 x 4mm)
(WELDED TO POST & BASE STRIP) M.S STRIPS (38mm x 4mm)
1
WELD
NOTE : 75 25
2.
500
ANGLE IRON (39 x 16 x 3mm)
R.H.S (25 x 50 x 3mm) ANGLE IRON (39 x 30 x 3mm)
ORANGE LETTERING & BORDER (HIGH INTENSITY).
SECTION A - A
3.
HEIGHT OF SIGN 1.2 m ON THE STAND.
4.
DIMENSION IN mm.
5.
THE THICKNESS OF ALUMINIUM SHEET SHALL BE MINIMUM 2.5 mm.
6.
THE REFLECTED SHEETING SHALL BE OF APPROVED BRAND 3m OR EQUAVALENT.
SECTION B - B
POST
1000
BEAM
300
300
WHITE BACKGROUND (ENGINEERING GRADE).
R.H.S (19 x 38 x 3mm) WELD
25 75
AWAS
300
FRONT ELEVATION
1.
420
ORANGE BACKGROUND (ENGINEERING GRADE).
B
M.S BEAM (38 x 4mm)
350
O
110
1.
B
ANGLE IRON BRACKETS (39 x 30 x 3mm)
220
500
NOTE :
90
1100
50
900
M.S STRIPS (38 x 4mm) (WELDED TOGETHER)
ANGLE IRON BRACKET (39 x 16 x 3mm)
2 ANGLE IRON BRACKET (39 x 30 x 3mm)
NOTES :1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY.
M.S STIFFENER (200 x 38 x 4mm)
ANGLE IRON BRACKET (39 x 30 x 3mm)
RECTANGULAR HOLLOW SECTIONS
2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION.
PLAN
3. ALL CONSTRUCTION DRAWINGS MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS. DI SEDIAKAN DI LUKIS : DI SEMAK :
PJT HJ. YUSOF
DI PERIKSA :
PJT HJ. YUSOF
TARIKH :
07/02/2012
NO. LUKISAN:
TAJUK LUKISAN:
MOHAMED FAIRUZ
JPIF/STD/014
PAPANTANDA AMARAN UNTUK KERJA-KERJA PEMBINAAN.
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
1. 2.
TANDA LENCONGAN TANDA AWAS
NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
42 Diagr42/Yus/2002
TOP OF THE POST TO BE SEALED WITH WELDED CAP PLATES OR APPROVED PLASTIC CAP
NOTES :-
300
1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY. 2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION. 3. ALL CONSTRUCTION DRAWINGS MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS.
1500
300
200mm x 38mm x 4mm M.S BAR TO BE WELDED TO POST
3 Nos. OF 250mm x 25mm x 4mm M.S BAR TO BE WELDED TO POST
360mm x 360mm x 6mm M.S BASE PLATE TO BE WELDED TO POST
1 STAND FOR CLEARANCE MARKER SIGN
75 x 75 x 2.5mm ALUMINIUM BLANK COATED WITH ORANGE REFLECTIVE SHEETING (ENGINEERING GRADE) 600
ORANGE COLOURED 4mm DIA. NYLON STRINGS
2 REFLECTING DELINEATORS DI SEDIAKAN DI LUKIS :
NO. LUKISAN:
TAJUK LUKISAN:
MOHAMED FAIRUZ
DI SEMAK :
PJT HJ. YUSOF
1.
DETAILS FOR CLEARANCE MARKER SIGN
DI PERIKSA :
PJT HJ. YUSOF
2.
REFLECTIVE DELINEATORS
TARIKH :
07/02/2012
JPIF/STD/014 NO. SYIT:
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
43 Diagr43/Yus/2002
100mm THICK EDGE RESTRAINTS 80mm CONCRETE PAVING BLOCKS
NEW PREMIX KERB AND CHANNEL BLOCKS
AREA B
AREA B EXISTING ROAD
EXISTING ROAD
AREA A
AREA A
EXISTING ROAD
X
EXISTING KERB & CHANNEL BLOCK
Y
Y
X
PLAN OF TYPICAL CONCRETE PAVING AREA
1500
VARIES
1500
1500
VARIES
1500
AREA “A” MILL 40mm AREA “B” MILL 110mm
100mm EDGE RESTRAINTS (See Details Below)
PLAN 1500 EXISTING ROAD LEVEL
80mm CONCRETE PAVING BLOCKS 50mm
VARIES
1500
1500
EXISTING ROAD LEVEL
40mm
EXISTING ROAD LEVEL 40
100
100
40
EPOXY MORTAR
NEW LAYER OF ASPHALTIC CONCRETE PREMIX
30mm SAND BEDDING
SECTION Y - Y (NOT TO SCALE)
SECTION X - X
210 x 100 x 100mm EDGE RESTRAINT 80mm CONCRETE PAVING BLOCKS
50mm
MILLING OFF EXISTING ROAD SURFACE DETAILS (NOT TO SCALE)
8 0 mm 30mm
NOTES :1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY.
NOTE : ALL DIMENSION ARE IN mm
NEW LAYER OF ASPHALTIC CONCRETE PREMIX
2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION. 3. ALL CONSTRUCTION DRAWINGS MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS.
DI SEDIAKAN DI LUKIS :
PJT HJ. YUSOF
DI PERIKSA :
PJT HJ. YUSOF
TARIKH :
10/02/2012
EDGE RESTRAINT - DETAILS NO. LUKISAN:
TAJUK LUKISAN:
MOHAMED FAIRUZ
DI SEMAK :
30mm SAND BEDDING
10mm THICK EPOXY MORTAR (PRIMER REQUIRED)
JPIF/STD/015 DETAILS FOR “HEAVY DUTY INTERLOCKING CONCRETE PAVING BLOCKS” JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
44 Diagr44/Yus/2002
WASHING AREA 1” O M.S BAR @ 3” c/c WELDED TO TOP OF I - BEAM
27’ - 0”
I - BEAM (6 Nos)
X
GROUND LEVEL
915
Y
1 : 30
15’ - 0”
150 THK MASS CONC.
Y
1 : 3 THK BRICKWALL
CROSS SECTION X - X 113
75
1526
113
50
4572
113
M.S BAR @ 3” c/c WELDED TO TOP OF BEAM
914
T.W.L
C
C
150 THK 1:3:6 MASS CONC.
SECTION C - C
WASHING AREA 27’ - 0” (9 m)
DIRECTION OF TRAFFIC
1” O M.S BAR @ 3” c/c WELDED TO TOP OF I - BEAM
PLAN
I - BEAM
X
3’ - 0”
1’ 0”
STEEL PLATE (1/8” THICK M.S PLATE)
CONCRETE PAVEMENT
CONCRETE PAVEMENT 6” THK. CONC BASE 1:3:6 REINFORCED WITH WELD MESH 210
NOTES :1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY. 2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION.
HARDCORE
3. ALL CONSTRUCTION DRAWINGS MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS.
LONGITUDINAL SECTION Y - Y
DI SEDIAKAN DI LUKIS : DI SEMAK :
PJT HJ. YUSOF
DI PERIKSA :
PJT HJ. YUSOF
TARIKH :
13/02/2012
NO. LUKISAN:
TAJUK LUKISAN:
MOHAMED FAIRUZ
JPIF/STD/016 DETAILS FOR WASH TROUGH JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
45 Diagr45/Yus/2002
C L 4000
15000
15000
4000
Y
EXISTING KERB AND CHANNEL BLOCKS
EXISTING ROAD
EXISTING ROAD
EXISTING KERB AND CHANNEL BLOCKS
X
X
Y NEW PREMIX
6000 PINTU KELUAR / MASUK DI TAPAK PEMBINAAN “CAST-IN-SITU SLAB” ATAU “HEAVY DUTY STEEL PLATE”
NOTES :1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY.
WASH TROUGH
2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION. 3. ALL CONSTRUCTION DRAWINGS MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS.
PLAN (NOT TO SCALE)
4000mm 80mm CONCRETE PAVING BLOCKS
NEW LAYER OF ASPHALTIC CONCRETE PREMIX
110
210 x 100 x 100 EDGE RESTRAINT 80mm CONCRETE PAVING BLOCKS 80mm
EXISTING ROAD LEVEL
30mm
30mm SAND BEDDING 10mm THICK EXPOXY MORTAR (PRIMER REQUIRED)
SECTION Y - Y (NOT TO SCALE)
30mm SAND BEDDING
SECTION X - X (NOT TO SCALE)
DI SEDIAKAN DI LUKIS : DI SEMAK :
PJT HJ. YUSOF
DI PERIKSA :
PJT HJ. YUSOF
TARIKH :
14/02/2012
NO. LUKISAN:
TAJUK LUKISAN:
MOHAMED FAIRUZ
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
KERJA-KERJA MEMASANG “HEAVY DUTY INTERLOCKING CONCRETE PAVING BLOCKS” DI PINTU KELUAR/MASUK TAPAK PEMBANGUNAN.
JPIF/STD/017 NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
46 Diagr46/Yus/2002
tc = 50 for b = 1200
TABLE 2 NORMAL SIZE b h
B
H
DIMENSIONS tb c
tc
e
WEIGH (tonnes) UD INVERT
600
300 450 600
740 740 740
440 590 740
70 70 70
300 300 300
70 70 70
70 70 70
0.25 0.25 0.25
0.33 0.39 0.44
750
450 600 750
910 910 910
610 760 910
80 80 80
450 450 450
80 80 80
80 80 80
0.31 0.31 0.31
0.50 0.56 0.62
900
450 600 750 900
1060 1060 1060 1060
610 760 910 1060
80 80 80 80
450 450 450 450
80 80 80 80
80 80 80 80
0.33 0.33 0.33 0.33
0.55 0.61 0.66 0.72
1200
600 750 900 1050 1200
1390 1390 1390 1390 1390
920 1070 1220 1370 1520
95 95 95 95 95
1075 1075 1075 1075 1075
50 50 50 50 50
225 225 225 225 225
0.48 0.48 0.48 0.48 0.48
0.97 1.05 1.11 1.19 1.25
1500
750 900 1050 1200 1350 1500
1700 1700 1700 1700 1700 1700
1075 1225 1375 1525 1675 1825
100 100 100 100 100 100
1075 1075 1075 1075 1075 1075
100 100 100 100 100 100
225 225 225 225 225 225
0.66 0.66 0.66 0.66 0.66 0.66
1.35 1.42 1.50 1.58 1.65 1.72
1800
900 1050 1200 1350 1500 1650 1800
2030 2030 2030 2030 2030 2030 2030
1240 1390 1540 1690 1840 1990 2140
115 115 115 115 115 115 115
1075 1075 1075 1075 1075 1075 1075
115 115 115 115 115 115 115
STANDARD SIZE BOX CULVERT COMPLETE WITH DRY WEATHER FLOW
B M G
225 225 225 225 225 225 225
0.79 0.79 0.79 0.79 0.79 0.79 0.79
1.83 1.92 2.00 2.09 2.17 2.26 2.34
J
Lid
12 (tb + 5) Rebate
(tb + 5)
tb
b
tb
H h O
tc x 45 CHAMFER c e tb
Invert Dimensional view (for lid dimension, refer to Table 1)
NOTES :1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY. 2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION. 3. ALL CONSTRUCTION DRAWINGS MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS.
DI LUKIS:
MOHAMED FAIRUZ
DI SEMAK:
PJT HJ. YUSOF
DI PERIKSA: TARIKH:
JPIF/STD/018 STANDARD SIZE BOX CULVERT COMPLETE WITH DRY WEATHER FLOW
PJT HJ. YUSOF 10.02.2012
NO. LUKISAN:
TAJUK LUKISAN:
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
47 Diagr47/Yus/2003
D
228 1500mm
1500
228
M.S. STEEL GRATING 610 x 610mm HINGE TO STEEL FRAME
M.S. STEEL GRATING 610mm x 610mm
102 TK.RC. COVER SLAB
480mm (OPENING)
VARIES 1500mm
1500mm
GRADE 15 CONCRETE 305
R.C COVER SLAB
HRGW 300 150
SECTION D - D
GRADE 20 CONCRETE
NOT TO SCALE
A 10 WIRE MESH REINFORCEMENT
D
102
NOTE :
DETAIL OF R.C. COVER SLAB
FOR STEEL GRATING DETAILS PLEASE REFER TO DRAWING NO. JKAL/SP/0003/4-94 (NO. SYIT 18)
NOT TO SCALE
NOTES :1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY. 2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION. 3. ALL CONSTRUCTION DRAWINGS MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS.
DI LUKIS:
MOHAMED FAIRUZ
DI SEMAK:
PJT HJ. YUSOF
DI PERIKSA:
PJT HJ. YUSOF
TARIKH:
10.02.2012
NO. LUKISAN:
TAJUK LUKISAN:
JPIF/STD/019 DETAILS OF SUMP JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
48 Diagr48/Yus/2003
838mm
1076mm 127mm
100mm
600mm
229mm (BRICKWALL)
VARIES MAX. HEIGHT 1000mm FOR 229mm BRICKWALL
VARIES MAX. HEIGHT 1000mm FOR 229mm BRICKWALL
100mm
100mm
800mm
229mm (BRICKWALL)
305mm HRGW
1:3:6 CONCRETE
520mm
280mm
229mm HRGW
1:3:6 CONCRETE
1090mm
1290mm
100mm
838mm
100mm
1067mm
6R16-100
6R16-100
52-5 100
305mm
55 100
600mm
100 6R6-150
100
6R6-180
100 52-5 1067mm
100
NOTES :1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY.
100 50
2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION.
838mm
3. ALL CONSTRUCTION DRAWINGS MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS.
DI LUKIS: DI SEMAK: DI PERIKSA: TARIKH:
DETAILS FOR HALF ROUND GLAZED WARE CHANNELS INCLUDING R.C. SLABS (MODIFIED VERSION)
PJT HJ. YUSOF PJT HJ. YUSOF 10.02.2012
NO. LUKISAN:
TAJUK LUKISAN:
MOHAMED FAIRUZ
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
JPIF/STD/020 NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
49 Diagr49/Yus/2003
1350 50 WIDE WOOD PLANK (EACH)
PROJEK :
1150 50 WIDE WOOD PLANK (EACH)
50
150
DEWAN BANDARAYA KUALA LUMPUR PEMBORONG : ALAMAT :
TELEFON : TARIKH MULA :
PENGARAH, JABATAN PERANCANGAN INFRASTRUKTUR
TARIKH SIAP :
600
1200
1200
19 THICK PLYWOOD
2450
600 1150
1650
3600
JABATAN CADANGAN PEMBORONG ALAMAT
75 100 x 50 HARDWOOD
DEWAN
125
LETTERING - BLACK
N
100
100 x 50 HARDWOOD
60
BACKGROUND - WHITE
600 x 600 ( 1 : 3 : 6 ) CONCRETE FOUNDATION
EXISTING GROUND LEVEL
NOTES :1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD DRAWING ARE FOR INFORMATION ONLY.
75
600
EXISTING GROUND LEVEL
2. REQUIRED DETAILED ENGINEERING DRAWINGS SHOULD BE DONE ACCORDINGLY TO THE SITE CONDITION.
PROJECT SIGNBOARD
3. ALL CONSTRUCTION DRAWINGS MUST BE APPROVED BY SUPERINTENDING OFFICER BEFORE COMMENCEMENT OF WORKS.
NOT TO SCALE
DI SEMAK:
PJT HJ. YUSOF
DI PERIKSA:
PJT HJ. YUSOF
TARIKH:
NO. LUKISAN:
TAJUK LUKISAN:
DI SEDIAKAN: MOHAMED FAIRUZ
JPIF/STD/021 DETAILS FOR PROJECT SIGNBOARD
14.02.2012
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
NO. SYIT: IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
JUMLAH SYIT:
50 Diagr50/Yus/2003
A 4.0mm THICK ALUMINIUM COMPOSITE PLATE TO BE RIVETTED TO M.S. HOLLOW BACK FRAME (SQUARE 20mm x 20mm) AT INTERVAL OF 150mm
VARIES
STREET NAME AND POSTCODE
152mm . min
300mm 300mm
20mm HOLLOW SQUARE G.I. PIPE (CLASS A) TO BE WELDED. M.S. HOLLOW BACK FRAME (SQUARE 20mm X 20mm) BEND TO SHAPE AS PERIMETER BACKING TO STREET NAME PLATE AND WELDED TO POSTS.
END OF M.S. HOLLOW SQUARE TO BE BUTT-JOINT WELDED HERE
G.I. HOLLOW POST (SQUARE 65mm x 65mm) TO BE PAINTED GREY
1200mm
VARIES
1900mm
G.I. HOLLOW POST (SQUARE 65mm x 65mm) TO BE PAINTED GREY
20mm DIAMETER MILD STEEL STIFFENER
GROUND SURFACE
400mm
1:3:6 CONCRETE 150mm x 150mm x 5mm THICK M.S. BASE PLATE WELDED TO POSTS
1:3:6 CONCRETE
50mm 250mm
A
DI LUKIS :
PP MOHD FAIRUZ
DI SEMAK :
PP MOHD FAIRUZ
19/07/2012
250mm
SINGLEFACE
DOUBLEFACE
4.0mm THICK ALUMINIUM COMPOSITE PLATE TO BE RIVETTED TO 10mm EXTERNAL DIAMETER G.I. PIPE AT INTERVAL OF 150mm
SECTION A - A NO. LUKISAN:
TAJUK LUKISAN:
DI PERIKSA : PJT HJ.MOHD YUSOF TARIKH :
250mm
250mm
ELEVATION
50mm
50mm
50mm
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
STREET NAME PLATE AND CONSTRUCTION DETAIL (WITH ALUMINIUM COMPOSITE PLATE “ TYPE A1 “
JPIF/STD/022 IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
NO. SYIT:
JUMLAH SYIT:
51 JPIF Plan 01/Mohd Fairuz/2011
1220mm
1220mm
TOMBOL TOMBOL
(SEE DETAIL)
(SEE DETAIL)
JALAN PARLIMEN
90mm
50480 KUALA LUMPUR
35mm
(230mm)
JALAN PARLIMEN
90mm
50480 KUALA LUMPUR
35mm
Blue
Blue White
White PENYENDAL (STOPPER)
Orange
PENYENDAL (STOPPER)
White
(SEE DETAIL)
(230mm)
Orange White
(SEE DETAIL)
PLAT FRP 1.22 X 0.2m
DETAIL FOR DOME
PLAT FRP 1.22 X 0.2m
TIANG 85mm 0 (GREY)
TIANG 85mm 0 (GREY)
90mm
(GOLD COLOUR) 2400mm 2400mm
10mm 20mm 10mm
DETAIL FOR STOPPER 10mm (GOLD COLOUR)
30mm
10mm KONKRIT 450mm x 300mm x 300mm
KONKRIT 450mm x 300mm x 300mm
450mm 5mm
5mm 5mm
5mm
450mm
TYPE B (FLAG)
TYPE B (CENTRE) 85mm 0
0.3m
DI LUKIS :
PP MOHD FAIRUZ
DI SEMAK :
PP MOHD FAIRUZ
19/07/2012
0.3m NO. LUKISAN:
TAJUK LUKISAN:
DI PERIKSA : PJT HJ.MOHD YUSOF TARIKH :
100mm 0
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
STREET NAME PLATE AND CONSTRUCTION DETAIL WITH DOME (ALUMINIUM COMPOSITE PLATE) “ TYPE B “ (FLAG) AND (CENTRE).
JPIF/STD/022 IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
NO. SYIT:
JUMLAH SYIT:
52 JPIF Plan 02a/Mohd Fairuz/2012
1220mm
1220mm
75mm
75mm
JALAN RAJA LAUT
230mm
50350 KUALA LUMPUR
90mm
(230mm)
230mm
JALAN RAJA LAUT
90mm
50350 KUALA LUMPUR
35mm
35mm
0.23m (230mm)
M.S. HOLLOW BACK FRAME (SQUARE 20mm X 20mm)
G.I. HOLLOW POST SQUARE 65mm X 65mm TO BE PAINTED GREY
G.I. HOLLOW POST SQUARE 65mm X 65mm TO BE PAINTED GREY 2400mm 2400mm
TYPE B1 (CENTRE)
TYPE B1 (FLAG)
CONCRETE 450mm x 300mm x 300mm
CONCRETE 450mm x 300mm x 300mm
450mm
450mm
DOUBLE FACES TYPE B1 300mm DI LUKIS :
PP MOHD FAIRUZ
DI SEMAK :
PP MOHD FAIRUZ
19/07/2012
NO. LUKISAN:
TAJUK LUKISAN:
DI PERIKSA : PJT HJ.MOHD YUSOF TARIKH :
300mm
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
STREET NAME PLATE (ALUMINIUM COMPOSITE PLATE) DOUBLE FACES CONSTRUCTION DETAIL “ TYPE B1 “ (FLAG) AND (CENTRE).
JPIF/STD/022 IR K. NANTHAKUMAR B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
IR. WAN SENG K.M.W B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
NO. SYIT:
JUMLAH SYIT:
53 JPIF Plan 03a/Mohd Fairuz/2012
1220mm
EXISTING POST
A
JALAN RAJA LAUT
90mm
(230mm)
600mm
35mm
50350 KUALA LUMPUR
EXISTING POST
A
BACK FRAME HOLLOW (SQUARE 20mm x 20mm)
SIGN BOARD
2400mm 2400mm
GALVANISED ANGLE IRON 35mm x 35mm x 600mm (3mm thick) WITH 2 HOLES FOR HEXAGONAL BOLT & NUTS TO BE WELDED TO POST.
HEXAGONAL BOLT & NUTS.
GROUND LEVEL
GROUND LEVEL CONCRETE 450mm x 300mm x 300mm
CONCRETE 450mm x 300mm x 300mm 450mm
450mm
CROSS SECTION A - A NOT TO SCALE 300mm
300mm
DI LUKIS :
PP MOHD FAIRUZ
DI SEMAK :
PP MOHD FAIRUZ
DI PERIKSA : PJT HJ.MOHD YUSOF TARIKH :
19/07/2012
NO. LUKISAN:
TAJUK LUKISAN:
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
STREET NAME PLATE (ALUMINIUM COMPOSITE PLATE) SINGLE FACE CONSTRUCTION DETAIL “TYPE B2”.
JPIF/STD/022 JUMLAH SYIT:
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
54 Jpif Plan 04a/Mohd Fairuz/2012
VARIES
10mm 37.5mm
53200 KUAL A LUMPUR b
300mm
100mm
JA L AN T E M E R L O H
WHITE
20mm
20mm
175mm
a
b
65mm
a
10mm
20mm
b
75mm R BLUE
ORANGE
W
W
H
A
H1
100mm LETTER HEIGHT/LETTER WIDTH SPACING CONSTANTS MOSAICS SIZE.
SIZE OF LETTER
a
b
25mm
17
17
37.5mm
25
25
50mm
33
33
75mm
50
50
100mm
50
50
ALPHABET
A B C D E F G H I J K L M N O P Q R S T U V W X Y Z
PP MOHD FAIRUZ
19/07/2012
W1 74 58 58 58
WIDTH W 96 80 80 80
58
76 76 80 80
13 55
33 77
60 54
77 75 90 80
55 55 58
68 58 58 58 61 58
90 80 81 80
58 54 58
80 75 80
66
88
77 63 74 58
99 85 96 80
HEIGHT H1 H 100 175 100 175 100 175 100 175 100 175 100 175 100 175 100 175 100 100 100 100 100
175 175 175 175 175
100 100 100 100 100 100 100 100
175 175 175 175 175 175 175 175
100 100 100 100 100
175 175 175 175 175
ALPHABET
A B C D E F G H I J K L M N O P Q R S T U V W X Y Z
WIDTH W 37 35 33 35 23 31 23 31 26 34 26 36
W1 32 26 26 26
HEIGHT H1 H 37.5 65 37.5 65 37.5 65 37.5 65 37.5 65 37.5 65 37.5 65 37.5 37.5 37.5 37.5
65 65 65 65
37.5 37.5 37.5
65 65 65
34 35 35 35
37.5 37.5 37.5 37.5
65 65 65 65
26 23 26 29
34 28 37
37.5 37.5 37.5
65 65 65
34
34 28 32 26
38 34 37 35
37.5 37.5 37.5 37.5 37.5
65 65 65 65 65
5 24 26 23 29 26 26 26 27 26
14 31 34 30 39 36
NOTE : 1.
ALL LETTERING (EXCEPT POSTCODES) AND BORDERS ARE TO BE WHITE. (HIGH INTENSITY GRADE OR APPROVED EQUIVALENT REPLECTIVE SHEETING.
2.
LETTERING FOR THE POSTCODES ARE TO BE IN ORANGE AND THE BACKGROUND TO BE IN BLUE. (ENGINEERING GRADE OR APPROVED EQUIVALENT REPLECTIVE SHEETING.
3.
ALL DIMENSION ARE IN mm.
NO. LUKISAN
TAJUK LUKISAN:
PP MOHD FAIRUZ
DETAILED LAYOUT AND STANDARD LETTERING FOR STREET NAME PLATE
DI PERIKSA : PJT HJ.MOHD YUSOF TARIKH :
37.5mm LETTER HEIGHT/LETTER WIDTH SPACING CONSTANTS MOSAICS SIZE.
(min)
SIZE OF LETTER AND SPACING OF ARROW
DI SEMAK :
A
H1
W1
W1
DI SEDIAKAN :
H
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
JPIF/STD/022 IR K. NANTHAKUMAR B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
IR. WAN SENG K.M.W B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
NO. SYIT:
JUMLAH SYIT:
55 JPIF Plan 05/Mohd Fairuz/2012
400mm
25mm
2.5mm (min)
37.5mm
75mm
JAL AN TEN TER AM W
BLACK WHITE
H
A
H1
37.5mm LETTER HEIGHT/LETTER WIDTH SPACING CONSTANTS MOSAICS SIZE.
W1
ALPHABET
A B C D E F G H I J K L M N O P Q R S T U V W X Y Z
DI LUKIS : DI SEMAK :
PP MOHD FAIRUZ
19/07/2012
HEIGHT H1 H 37.5 65 37.5 65 37.5 65 37.5 65 37.5 65 37.5 65 37.5 65 37.5 37.5 37.5 37.5
65 65 65 65
37.5 37.5 37.5
65 65 65
34 35 35 35
37.5 37.5 37.5 37.5
65 65 65 65
26 23 26 29
34 28 37
37.5 37.5 37.5
65 65 65
34
34 28 32 26
38 34 37 35
37.5 37.5 37.5 37.5 37.5
65 65 65 65 65
5 24 26 23 29 26 26 26 27 26
14 31 34 30 39 36
NOTE : 1.
ALL LETTERING TO BE BLACK AND BACKGROUND ARE TO BE IN WHITE. ON THE 2.5mm THICK FIBRE REINFORCED PLASTIC (FRP) SHEET. EQUIVALENT REFLECTIVE SHEETING.
2.
ALL DIMENSION ARE IN mm.
NO. LUKISAN:
TAJUK LUKISAN:
PP MOHD FAIRUZ
DETAILED LAYOUT AND STANDARD LETTERING FOR ADDEDUM PLATE
DI PERIKSA : PJT HJ.MOHD YUSOF TARIKH :
WIDTH W 37 35 33 35 23 31 23 31 26 34 26 36
W1 32 26 26 26
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
JPIF/STD/022 IR K. NANTHAKUMAR B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
IR. WAN SENG K.M.W B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
NO. SYIT:
JUMLAH SYIT:
56 JPIF Plan 06/Addendum /Mohd Fairuz/2011
2.0 m
4.0mm THICK ALUMINIUM COMPOSITE PLATE TO BE RIVETTED TO 10mm EXTERNAL DIAMETER G.I. PIPE AT INTERVAL OF 150mm
300 mm
U- BRACKET
WHITE BORDER (50mm HIGH INTENSITY GRADE) 25mm EXTERNAL DIAMETER G.I. PIPE (CLASS A) TO BE WELDED TO THE 100mm EXTERNAL DIAMETER G.I. PIPE.
1.2 m
BLUE STICKER (ENGINEERING GRADE OR APPROVED EQUAVALENT REFLECTIVE SHEET)
S E M PA D A N W I L AYA H P E R S E K U T U A N KUALA LUMPUR
1.2 m
100mm
100mm EXTERNAL DIAMETER G.I. PIPE (CLASS A) POST (TO BE PAINTED WITH ALTEMATE 300mm STRIPS IN BLACK & WHITE).
WHITE LETTERING (ENGINEERING GRADE OR APPROVED EQUAVALENT REFLECTIVE SHEET)
100 G.I PIPE (CLASS A)
2.0 m
2.0 m
600mm
600mm
600mm
ELEVATION
SECTION A - A 300mm
300mm
300mm
DI LUKIS :
PP MOHD FAIRUZ
DI SEMAK :
PP MOHD FAIRUZ
PAPANTANDA SEMPADAN WILAYAH PERSEKUTUAN KUALA LUMPUR
DI PERIKSA : PJT HJ.MOHD YUSOF TARIKH :
19/07/2012
NO. LUKISAN:
TAJUK LUKISAN:
JABATAN PERANCANGAN INFRASTRUKTUR DEWAN BANDARAYA KUALA LUMPUR
JPIF/STD/022 IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng TIMBALAN PENGARAH KANAN JABATAN PERANCANGAN INFRASTRUKTUR
B.Sc (Hons) M.I.E.M., P. Eng PENGARAH JABATAN PERANCANGAN INFRASTRUKTUR
NO. SYIT:
JUMLAH SYIT:
57 JPIF Plan 07a/Mohd Fairuz/2012
View more...
Comments
