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W 00 A

This document provides notes for a construction project including: 1. Lap lengths for reinforcing bars shall be 50 diameters unless otherwise stated. Concrete grade shall be C32/40-20. 2. Reinforcing bars shall comply with BS4449 and be either mild steel with 250 N/mm2 yield strength or high tensile steel with 500 N/mm2 yield strength. 3. Micropile diameter shall be 300mm with minimum working load of 1200kN. Refer to other drawing for typical micropile details.

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0% found this document useful (0 votes)
209 views1 page

W 00 A

This document provides notes for a construction project including: 1. Lap lengths for reinforcing bars shall be 50 diameters unless otherwise stated. Concrete grade shall be C32/40-20. 2. Reinforcing bars shall comply with BS4449 and be either mild steel with 250 N/mm2 yield strength or high tensile steel with 500 N/mm2 yield strength. 3. Micropile diameter shall be 300mm with minimum working load of 1200kN. Refer to other drawing for typical micropile details.

Uploaded by

DHANAPAL
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as PDF, TXT or read online on Scribd
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0 50 100mm ON ORIGINAL

NOTES: 600
CL
1. ALL LAP LENGTH SHALL BE 50 OF BAR SIZE UNLESS OTHERWISE STATED. WHEN LAPPING BARS ARE 5. MIRCROPILE TO BE 300mm DIAMETER. (MINIMUM WORKING LOAD = 1200kN).
OF COL. & PILECAP
IN DIFFERENT DIAMETER, THE LAP LENGTH SHALL FOLLOW THE SMALLER DIAMETER.
6. FOR MICROPILE TYPICAL DETAILS, REFER TO DRAWING NO: SSP-W-SSPS-GENE-OVPR-GTP-STD-015201. 300 300
2. GRADE OF CONCRETE SHALL BE CLASS C32/40-20.
7. U.O.S DENOTES UNLESS OTHERWISE STATED 4T32(B) KERAJAAN MALAYSIA
3. GRADE OF LEAN CONCRETE SHALL BE CLASS C8/10-20.
PROJECT TITLE:
4. REINFORCING BARS USED SHALL COMPLY WITH BS4449 AS FOLLOW :

115
300
a) MILD STEEL HAVING A YIELD STRENGTH OF 250 N/mm (R). PROJEK MASS RAPID TRANSIT LALUAN 2 :
b) HIGH TENSILE STEEL HAVING A YIELD STRENGTH OF 500 N/mm (T) & BE TYPE 2 DEFORMED BARS. SG BULOH - SERDANG - PUTRAJAYA (SSP)
5T16 LOOPS

216
PROJECT PACKAGE:
1500
750
CL STANDARD DRAWINGS FOR STATION PACKAGE
CL

192
OF COL. & PILECAP
OF COL. & PILECAP 300 450 450 300
375 375 SUPERVISING AGENCY :

115 216 136 136 136 136 136 216 115

1380
780
S U R U H A N J A Y A

174
190 216 190
P E N G A N G K U T A N AW A M D A R A T
CL
L A N D PUBLIC TRA NSPORT
OF COL. & PILECAP
SPAD C O M M I S S I O N

192
120
SURUHANJAYA PENGANGKUTAN AWAM DARAT
190

(S.P.A.D.)

375
375

115

216
A A B B B B BLOCK D, PLATINUM SENTRAL,
JALAN STESEN SENTRAL 2,
KUALA LUMPUR SENTRAL,
216

750

210

300
50470 KUALA LUMPUR.
3T32(B)

115
Tel : 603-2726 7000 / Fax : 603-2726 7100

115
375
PROJECT OWNER :
190

5T12 LOOPS 3T25(T&B) 3T32(B) 4T32(B)

120
115 216 116 115 216 115 150 149 149 CORP

300 450 450 300 Mass Rapid Transit Corporation Sdn Bhd
4T16(T) 3T25(T&B) 4T25(T&B) 6T16(T)+ 5T16 LOOPS (902884-V)
4T16(T) 1500
4T20(B) 6T32(B) 5th FLOOR MENARA I&P 1,
4T20(B)
PILECAP TYPE 1P PILECAP TYPE 2P NO.46, JALAN DUNGUN, BUKIT DAMANSARA,
SCALE 1:10 SCALE 1:10 PILECAP TYPE 3P 50490 KUALA LUMPUR.
SCALE 1:10 TEL : +603-2081 3000 / FAX : +603-2095 2121
CL CL CL PROJECT DELIVERY PARTNER :
OF COL. & PILECAP OF COL. & PILECAP
OF COL. & PILECAP

GROUND LEVEL KVMRT


P
(DP
SSP)
GROUND LEVEL GROUND LEVEL
MMC-GAMUDA KVMRT (PDP SSP) Sdn Bhd (1117100-V)
BLOK A, LEVEL17, MENARA MUSTAPHA KAMAL,
PJ TRADE CENTER
NO.8, JALAN PJU 8/8A,
BANDAR DAMANSARA PERDANA,
R:\CDE (New)\SSP\04_Working\11_SSP_HF\06_S203\02_BATS\20170120 W00A\ACAD\ENTRANCE 1\STANDARD DRAWING\SSP-W-SSPS-GENE-OVPR-CNS-STS-021001_W00A.dwg 24-Jan-17 10:30:02

47820 PETALING JAYA, SELANGOR.


TEL : +603-7494 2222 / FAX : +603-7727 0222
BACKFILL WITH SUITABLE BACKFILL WITH SUITABLE
COMPACTED EARTH BACKFILL WITH SUITABLE COMPACTED EARTH LEAD CONSULTANT :
MATERIAL COMPACTED EARTH MATERIAL
MATERIAL
(MIN.) U.O.S

(MIN.) U.O.S

50 DIA.
(MIN.)
1000
50 DIA.

50 DIA.
1000

R.C. COLUMN R.C. COLUMN


1000

SEPAKAT SETIA PERUNDING SDN BHD


STUMP R.C. COLUMN STUMP (14142-M)
STUMP
WISMA SSP, NO. 1, JALAN SR 8/3, SERDANG RAYA,
COLUMN STUMP COLUMN STUMP SEKSYEN 8,
STARTER BARS COLUMN STUMP STARTER BARS 43300 SERI KEMBANGAN,
STARTER BARS SELANGOR DARUL EHSAN.
TEL: 03-89433366 / FAX: 03-89432691

DESIGN CONSULTANT :

SEPAKAT SETIA PERUNDING SDN BHD


(14142-M)

WISMA SSP, NO. 1, JALAN SR 8/3, SERDANG RAYA,


SEKSYEN 8,
43300 SERI KEMBANGAN,

5T16 LOOPS
SELANGOR DARUL EHSAN.
5T12 LOOPS

5T16 LOOPS

TEL: 03-89433366 / FAX: 03-89432691

900
3T32 4T32 3T32 Rev Date Description Dsg Chk App
900

900

W00A 20/01/17 FIRST ISSUE SHIM CXW A.R


3T25 3T25

75
75

75

Designed By : SHIM
300 Drawn By : RAY
300 300
(TYP.) 50mm THK. LEAN CONC. Checked By : CXW
(TYP.) 50mm THK. LEAN CONC. (TYP.) 50mm THK. LEAN CONC.
Approved By : A. R
4T20 4T32+4T32
6T32 CAD file no : SSP-W-SSPS-GENE-OVPR-CNS-STS-021001_W00A
300 MICRO PILE Scale : 1 : 10
300 MICRO PILE
Date : JAN. 2017
300 MICRO PILE Drawing Title :

4T16
KVMRT SSP LINE 2
10T25 MRT STATION
TYPICAL PILECAP DETAILS FOR MICROPILES
SECTION C 0 0.1 0.2 0.3 0.4m
SECTION A SECTION B SCALE 1:10 SCALE 1 : 10
SCALE 1:10 SCALE 1:10
ADVANCE CHECK PRINT Drawing No : Rev
SSP-W-SSPS-GENE-OVPR-CNS-STS-021001 W00A
"This document is issued for the party which commissioned it and for specific purposes connected with the above captioned project only. It should not be relied upon by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties."
"This document contains confidential information and proprietary intellectual property. It should not be shown to other parties without consent from us and from the party which commissioned it."

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