JPIF/STD/002

Transcription

JPIF/STD/002

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.
JPIF/STD/003
15
51.
JPIF/STD/022
51
16.
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.
JPIF/STD/023
63
31.
Details for gully grate trap.
JPIF/STD/010
31
64.
JPIF/STD/023
64
32.
Details for civil works for gully grate.
JPIF/STD/010
32
33.
Concrete pit details.
65.
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.
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:
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
B.Sc (Hons) M.I.E .M., P. Eng
PENGARAH
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
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
JPIF/STD/002
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
B.Eng (Hons), M.Sc (Eng.), MIEM, P.Eng
B.Sc (Hons) M.I.E.M., P. Eng
PENGARAH
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)
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
50mm STEEL ROD OF WORKS.
AS HING ROD
300
50
CATCHPIT
ROAD SURFACE/
WEARING COURSE
100
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:
MOUNTABLE KERB
TYPE III AND CATCHPIT
(For The Residential Area)
JPIF/STD/002
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
KERB (TYPE III)
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
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
JUMLAH SYIT:
4
Diagr25/Yus/2012
150
25
NOTES :-
25
150
1. JABATAN PERANCANGAN INFRASTRUKTUR (JPIF) STANDARD
R-
25
R-
25
175
175
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
JPIF/STD/002
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
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
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
JPIF/STD/002
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
JUMLAH SYIT:
6
Diagr25/Yus/2012
NOTES :-
610
610
140(6’)
225(9’)
300
125(5’)
75
65
CHANNEL SLAB
150(6’)
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 ‘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
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)
JPIF/STD/002
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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 ‘MI’ KERB & CHANNEL SLAB = 0.04219m 2
1 : 3 : 6 CONC. FOUNDATION
75
AREA OF ‘MI’ KERB = 0.03094m 2
‘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
‘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
KERB OUTLET WITH 225mm
CONC. PIPE
OF WORKS.
NO. LUKISAN:
TAJUK LUKISAN:
DETAILS FOR CIVIL WORKS KERB
TYPE “MI”. (225)
JPIF/STD/002
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
OF WORKS.
450
TYPICAL DETAILS OF SCUPPER KERB, TRAP & PIPE
175
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
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
PENGARAH
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)
JPIF/STD/002
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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)
JPIF/STD/002
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
JUMLAH SYIT:
11
Diagr25/Yus/2012
NOTES :1. JABATAN PERANCANGAN INFRASTRUKTUR STANDARD
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
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
JPIF/STD/003
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
300
520
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
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
JPIF/STD/003
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
610 x 1067
610 x 838
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
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
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
JPIF/STD/003
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
120
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
JPIF/STD/003
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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)
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:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
STANDARD TYPE
R - TYPE ( RUBBER PAD TYPE )
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
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
JUMLAH SYIT:
18
Diagr18/Yus/2003
Diagr25/Yus/2012
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:
JPIF/STD/003
DETAILS OF “FRP” GRATING AND MANHOLE COVER
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
- TWIN JABATAN PERANCANGAN INFRASTRUKTUR
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
- DETAIL REINFORCEMENT
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
PENGARAH
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
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
- TECHNICAL SPECIFICATION
(SINGLE SLAB)
JPIF/STD/004
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
JUMLAH SYIT:
23
Diagr23/Yus/2012
Diagr25/Yus/2012
SIZE : 600mm x 800mm
THICKNESS : 50mm
COLOUR : GREY WHITE
WEIGHT : 28kg/pc x 2 pcs
AREA COVERAGE : 0.50m.sq
CONCRETE GRADE : 1:1:2
TESTED TO 7 TON
OVERALL SIZE : 610mm x 810mm
SIZE ANGLE BAR : 50mm x 50mm
x 5mm THICK
DESIGN ACCORDANCE TO BS EN 124:1994
GULLY TOPS & MANHOLE FOR VEHICULAR
& PEDESTRIAN AREAS
TWIN SLAB 600mm x 800mm
DI LUKIS:
DI SEMAK:
PJT HJ. YUSOF
DI PERIKSA:
PJT HJ. YUSOF
TARIKH:
08.11.2012
NO. LUKISAN:
TAJUK LUKISAN:
MOHAMED FAIRUZ
- TECHNICAL SPECIFICATION
(TWIN SLAB)
JPIF/STD/004
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
JUMLAH SYIT:
25
Diagr25/Yus/2012
711
229mm
BRICKWALL
610
838
763
AREA OF HRGW & CONC.
BASE = 0.1826m 2
2
BASE = 0.2420m
610
1:3:6 CONC.
1:3:6 CONC.
914
1
120
762
BAR MARK
BASE = 0.4040m 2
2
BASE = 0.5670m
610mm x 610mm
CAST-IN-SITU DRAIN
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
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
( WITH OR WITHOUT LIFTING SLOTS )
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
2
229mm HRGW CHANNEL DRAIN
WITH CONCRETE REVETMENT
NO. LUKISAN:
TAJUK LUKISAN:
PP MOHD FAIRUZ
DI SEMAK :
1:3:5 CONC. MIX
533
1143
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.
JPIF/STD/006
JUMLAH SYIT:
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
610mm LENGTH
610mm LENGTH
610mm LENGTH
EQUIVALENT PIPE : 381mm DIA
AREA OF PCBD : 0.0581m 2
EQUIVALENT PIPE : 457mm
SECTION A - A
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
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
51
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
FRONT ELEVATION
DETAILS OF CONSTRUCTION
AT ENTRANCES
438
457
25
51
25
610
711
2
1295
1143
2
: 0.0902m
AREA OF PCBD
: 0.5592m2
TOTAL
76
R 220
1067
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
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:
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
PENGARAH
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
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
1321
1321
152
OF WORKS.
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
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
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
900
1200
900
1200
1500
900
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
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
JPIF/STD/007
JUMLAH SYIT:
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
B
D
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.
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 SEMAK:
SECTION E - E
JPIF/STD/008
DETAILS OF OUTLET FROM KERB
JUMLAH SYIT:
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
6”
25 x 12 THK. M.S FLATS
150 THK. CONC. SLAB (1:2:4 MIX)
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
JPIF/STD/009
JUMLAH SYIT:
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
80
DROP 75
KERB TYPE ‘A’
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 SEMAK:
PLAN OF M.S. GRATING
SECTION 2 - 2
JPIF/STD/010
DETAILS FOR GULLY GRATE TRAP
JUMLAH SYIT:
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
3R 12 - 4
88.5
203
76
7R 12 - 3 - 152
51mm x 51mm x 6mm ANGLE
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:
JPIF/STD/010
SDETAILS FOR CIVIL WORKS FOR GULLY GRATE
TARIKH:
10.02.2012
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
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
M.S ANGLE PLATE
SECTION A - A
MARGIN LINE
5 00
PLAN
215
65
JPIF/STD/011
CONCRETE PIT DETAILS
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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”
OF WORKS.
DETAIL OF LOCKING ARRANGEMENTS
NO. LUKISAN:
TAJUK LUKISAN:
DETAILS FOR FOR CIVIL WORKS
CHAIN LINK FENCING AND GATE
7” x 5” x 1/8” M.S PLATE WELDED
TO R.H.S & MESH.
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
PENGARAH
JUMLAH SYIT:
34
Diagr34/Yus/2002
PJT HJ. YUSOF
TARIKH :
02/01/2012
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
PENGARAH
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
OCTOGONAL SHAFT
60.3m O ROUND PIPE TO JOINT
CONTINUOUSLY WITH OCTOGONAL
SEC. TO COMPLETE TO THE REQUIRE
85
REFER DETAIL ‘B’
PLANTED TYPE
SINGLE ARM COLUMN
A
C
L
NOMINAL 1.8m UP LIFT
OF BRACKET ARM
1.5m, 2m, 2.5m & 3m
L OF LAMP
C
OF WORKS.
5
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
SEE DETAIL ON LOCKING DEVICE
C
SECTION C - C
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:
COLUMN DETAILS.
JPIF/STD/013
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
20
mm
GALVANISED
STOPPER
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
COLUMN DETAILS.
JPIF/STD/013
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
JUMLAH SYIT:
37
Diagr37/Yus/2002
REVOLVING AMBER LIGHT
ROTATING REFLECTOR
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.
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
PENGARAH
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 :
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.
KAWALAN LALULINTAS DI ATAS LALUAN DUA LORONG.
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
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
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
PENGARAH
JUMLAH SYIT:
40
Diagr40/Yus/2002
250
RECTANGULAR HOLLOW SECTION
(25 x 50 x 3mm)
(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
BE MINIMUM 2.5mm.
PLAN
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:
- TANDA AWAS -
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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.
BE MINIMUM 2.5 mm.
7.
(25 x 50 x 3mm)
(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.
BE MINIMUM 2.5 mm.
6.
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)
M.S STIFFENER
(200 x 38 x 4mm)
ANGLE IRON BRACKET
(39 x 30 x 3mm)
RECTANGULAR HOLLOW SECTIONS
PLAN
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.
1.
2.
TANDA LENCONGAN
TANDA AWAS
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
JUMLAH SYIT:
42
Diagr42/Yus/2002
TOP OF THE POST TO BE SEALED WITH
WELDED CAP PLATES OR APPROVED
PLASTIC CAP
NOTES :-
300
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:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
NOTE : ALL DIMENSION ARE IN mm
NEW LAYER OF
ASPHALTIC CONCRETE
PREMIX
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”
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
HARDCORE
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
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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”
WASH
TROUGH
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
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
PENGARAH
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)
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:
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
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
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
100
50
838mm
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
JPIF/STD/020
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
JUMLAH SYIT:
49
Diagr49/Yus/2003
1350
50 WIDE WOOD PLANK (EACH)
PROJEK :
1150
50 WIDE WOOD PLANK (EACH)
50
150
PEMBORONG :
ALAMAT :
TELEFON :
TARIKH MULA :
PENGARAH,
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
75
600
EXISTING GROUND LEVEL
PROJECT SIGNBOARD
OF WORKS.
NOT TO SCALE
DI SEMAK:
PJT HJ. YUSOF
DI PERIKSA:
PJT HJ. YUSOF
TARIKH:
NO. LUKISAN:
TAJUK LUKISAN:
JPIF/STD/021
DETAILS FOR PROJECT SIGNBOARD
14.02.2012
NO. SYIT:
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
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
STREET NAME PLATE AND CONSTRUCTION
DETAIL (WITH ALUMINIUM COMPOSITE PLATE
“ TYPE A1 “
JPIF/STD/022
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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:
TARIKH :
100mm 0
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
PENGARAH
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:
TARIKH :
300mm
STREET NAME PLATE (ALUMINIUM COMPOSITE
PLATE) DOUBLE FACES CONSTRUCTION DETAIL
“ TYPE B1 “ (FLAG) AND (CENTRE).
JPIF/STD/022
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
NO. SYIT:
JUMLAH SYIT:
53
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
TARIKH :
19/07/2012
NO. LUKISAN:
TAJUK LUKISAN:
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
PENGARAH
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
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
JPIF/STD/022
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
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
TARIKH :
WIDTH
W
37
35
33
35
23
31
23
31
26
34
26
36
W1
32
26
26
26
JPIF/STD/022
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
NO. SYIT:
JUMLAH SYIT:
56
JPIF Plan 06/Addendum /Mohd Fairuz/2011
2.0 m
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
TARIKH :
19/07/2012
NO. LUKISAN:
TAJUK LUKISAN:
JPIF/STD/022
IR K. NANTHAKUMAR
IR. WAN SENG K.M.W
PENGARAH
NO. SYIT:
JUMLAH SYIT:
57

JPIF/STD/002

Transcription

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