Syabas Standard Drawing 02

7/24/2019 Syabas Standard Drawing 02

1/20

SYARIKAT BEKALAN AIR SELANGOR SDN BHD

PROJECT :

DRAWING NO :

DRAWING TITLE :

DRAWN BY : SHAHRUL DESIGNED : YHH

NOTE :

APPROVED : SS

PETI SURAT 5001,JALAN PANTAI BAHRU,59990, KUALA LUMPUR.

TEL NO : 03 - 2282 6244 / 03 - 2283 1111 FAX NO : 03 - 2282 5498

LAMAN WEB : w ww.syabas.com.myEMAIL : [email protected]

TYPICAL DETAILS OF AIR VALVE CHAMBER

SYA / TD / 001 / REV.1

2. ALL DIMENSIONS ARE IN mm UNLESS OTHERWISE STATED.

SCALE : NTS DATE : JUNE 2011

CHECKED : KTT

3. ACTUAL LENGTH OF PE COMMUNICATION PIPES SHALL BEDETERMINED ON SITE.

1. FOR LEGEND, ABBREVIATION AND GENERAL NOTES SEE DRG. NO.SYA / STD / 001.

S Y A B A S

REV.

DATE

DESCRIPTION

REVISED BY

1

YHH PC chamber details removed.Brickwall and RC chamber revised.

18 APR. `11

Chamber cover revised.

0

LPL/HS Original drawing. OCT. `06

To remove concrete surround at the teefor offset air valve chamber.


2/20


PROJECT :

DRAWING NO :

DRAWING TITLE :


NOTE :

APPROVED : SS


TEL NO : 03 - 2282 6244 / 03 - 2283 1111FAX NO : 03 - 2282 5498

LAMAN WEB : www.syabas.com.myEMAIL : [email protected]

TYPICAL DETAILS OF BUTTERFLY VALVE CHAMBER

SYA / TD / 002 / REV.1



CHECKED : KTT

SYA / STD / 001.1. FOR LEGEND, ABBREVIATION AND GENERAL NOTES SEE DRG. NO.

3. REINFORCEMENT CONCRETE 30/20.

4. LEAN CONCRETE GRADE 15/20. 5. ALL MS PLATE AND STEP IRONS TO BE HOT-DIPPED

GALVANISED TO BS 729.

S Y A B A S

18 APR `11


Table for "Type Of Cover" removed.

REV.

DATE

DESCRIPTION

1

REVISED BY

YHH

Detail bypass for pipe 450 dia. and

above added.

OCT. 06

Original drawing.0 LPL/HS

Table for "Type of Chamber" removed.


3/20


2. ALL STEELWORK TO BE PAINTED WITH 2 COATS OF APPROVEDANTI CORROSIVE PAINT/ EPOXY 325 MICRO DFT.

3. LEAN CONCRETE SHALL BE OF GRADE 15/20. 4. ALL VALVES SHALL BE OF DUCTILE IRON GRADE

5007 PN 16 TO

SYABAS APPROVAL.

5. FOR SLUICE VALVE CHAMBER LOCATED WITHIN THE ROADSHALL USE RC COVER CHAMBER TO DETAILS.

NOTE:


PROJECT :

DRAWING NO :

DRAWING TITLE :


APPROVED : SS

PETI SURAT 5001,JALAN PANTAI BAHRU,

59990, KUALA LUMPUR.TEL NO : 03 - 2282 6244 / 03 - 2283 1111

FAX NO : 03 - 2282 5498LAMAN WEB : www.syabas.com.my

EMAIL : [email protected]

TYPICAL DETAILS OF SCOUR VALVE CHAMBER

SYA / TD / 003 / 1 / REV.1


CHECKED : KTT

S Y A B A S

18 APR `11

Chamber for depth less than 1.0m

to be replace with brickwall instead of

REV.

DATE

DESCRIPTION

1

REVISED BY

YHH

PC chamber.


OCT. `06


(FOR 500 DIA. AND BELOW)

The drawing to be seperated in two(2)

drawings.


4/20


2. ALL STEELWORK TO BE PAINTED WITH 2 COATS OF APPROVEDANTI CORROSIVE PAINT/ EPOXY 325 MICRO DFT.

3. LEAN CONCRETE SHALL BE OF GRADE 15/20.4. ALL VALVES SHALL BE OF DUCTILE IRON GRADE

5007 PN 16 TO

SYABAS APPROVAL.

5. FOR SLUICE VALVE CHAMBER LOCATED WITHIN THE ROADSHALL USE RC COVER CHAMBER TO DETAILS.

NOTE:


PROJECT :

DRAWING NO :

DRAWING TITLE :


APPROVED : SS





SYA / TD / 003 / 2 / REV.1


CHECKED : KTT

S Y A B A S

TYPICAL DETAILS OF SCOUR VALVE CHAMBER

18 APR `11

Chamber for depth less than 1.0m

to be replace with brickwall instead of

REV.

DATE

DESCRIPTION

1

REVISED BY

YHH

PC chamber.


OCT. 06


(FOR 600 DIA. AND ABOVE)

The drawing to be seperated in two(2)

drawings.


5/20


NOTE:

1. FOR LEGEND, ABBREVIATION AND GENERAL NOTES SEE DRG. NO.

3. NUMBER OF PRE-CAST UNIT PER CHAMBER SHOWN ARE TENTATIVEONLY AND ACTUAL NUMBER SHALL BE DECIDED ON SITE. ANY EXTRA

UNIT REQUIRED SHALL BE DEEMED TO BE INCLUDED IN THE

TENDER RATE.4. STEEL BARS SHALL BE MILD STEEL( 250N/mm ).

5. GASKET SHALL BE INSTAL BETWEEN PART OF THE PRE-CAST

CHAMBER DURING INSTALLATION.


PROJECT :

DRAWING NO :

DRAWING TITLE :


APPROVED : SS





TYPICAL DETAILS OF SLUICE VALVE CHAMBER

SYA / TD / 004 / REV.1


CHECKED : KTT

SYA / STD / 001.

REV.

DATE

S Y A B A S

18 APR `11

Typical details of chamber using PC and

DI pipe added.

DESCRIPTION

1

REVISED BY

YHH

OCT. `06Original drawing.0 LPL/HS

6. MINIMUM CONCRETE GRADE 30 N/mm .

2

2


6/20


PROJECT :

DRAWING NO :

DRAWING TITLE :

DRAWN BY : SHAHRUL DESIGNED : SAT

NOTE :

APPROVED :



FAX NO : 03 - 2282 5498LAMAN WEB : ww w.syabas.com.my


DETAILS OF ZONE METER CHAMBER

SYA / TD / 007 / REV. 1

SCALE : NTS DATE : OCT. 2006

CHECKED : HS


3. THRUST BLOCK TO BE CAST AGAINST UNDISTURBED GROUND.

1. FOR LEGEND, ABBREVIATION AND GENERAL NOTES S EE DRG. NO.SYA / STD / 001.

4. FOR ALL STEEL PIPES, NO ALLOWANCE FOR INTERNAL LINING CUTBACK TO BE PROVIDED.

5. ALL EXPOSED STEEL TO BE PAINTED WITH 2 PACK HIGH SOLIDS EPOXY PAINT TO MIN. 150 um.

S Y A B A S

REV.

DATE

DESCRIPTION

REVISED BY

1

EXCO Replaced chequered plate cover with

composite pc slab.

25 JUNE `10

a. CHEQUER PLATE : LIGHT BLUE ELITE - P396 - 11463. b. BRICK CHAMBER : UNDER COAT - PRIMIER SEALER - DPP 1035

FINISHING COAT - WEATHER COAT - DPW 9102.

LPL


7/20


PROJECT:

DRAWING NO :

DRAWING TITLE :

DRAWN BY : SHAHRUL DESIGNED : SHAIFUL

NOTE :

APPROVED : LPL



FAX NO : 03 - 2282 5498 LAMAN WEB : www.syabas.com.my


SYA / TD / 008


SCALE : NTS DATE : OCT 2006

CHECKED : HS

1. FOR LEGEND,ABBREVIATIONS AND GENERAL NOTES, SEE DWG NO:.SYA/STD/001.

DETAILS OF TELEMETRY CABINET

REV.

DATE

DESCRIPTION

S Y A B A S


8/20


PROJECT :

DRAWING NO:

DRAWING TITLE :

CHECKED : KTT CHECKED : SS




FAX NO : 03 - 2282 5498 LAMAN WEB : www.syabas.com.my



SYA / TD / 009 / REV. 1

NOTE:

3. ALL CONCRETE TO BE GRADE 25 UNLESS OTHERWISE STATED.

TYPICAL DETAILS OF PIPE TRENCH


SYA / STD / 001. 1. FOR LEGEND, ABBREVIATION AND GENERAL NOTES SEE DRG. NO.

S Y A B A S

REV.

DATE

DESCRIPTION

REVISED BY

1

YHH

For trench under road pavement and

under hard standing tiles have been

01 APR 11

Normal trench for MS & PE have beencombined as one detail.

combined as one detail.

To remove the concrete surround and

replaced with pipe protection.

4. THE 300mm THK. SAND UNDER THE PIPE SHALL BE COMPACTED IN LAYER OF 150mm.

0 LPL/HS APR `06

Original drawing.


9/20


JOB TITLE :

DRAWING NO :

DRAWING TITLE :

DRAWN BY : SHAHRUL DESIGNED : SAT

NOTE :

APPROVED : LPL


TEL NO : 03 - 2282 6244 / 03 - 2283 1111 FAX NO : 03 - 2282 5498


TYPICAL DETAILS OF PIPE CROSSING AND

SYA / TD / 010


SCALE : NTS DATE : OCT 2006

CHECKED : HS

SPIKE GUARD

REV.

DATE

DESCRIPTION

1. FOR LEGEND, ABBREVIATION AND GENERAL NOTES SEE DRG. NO. SYA / STD / 001.

S Y A B A S

3. S-BEND FOR PIPES 600mm DIA. AND BELOW SHALL BE OF FLANGE ENDED MILD STEEL OR DUCTILE IRON.


10/20


NOTE:


PROJECT :

DRAWING NO :

DRAWING TITLE :

DRAWN BY : SHAHRUL DESIGNED :

APPROVED :



FAX NO : 03 - 2282 5498LAMAN WEB : w ww.syabas.com.my


DETAILS OF AIR INSERTION POINT AND PRECAST CHAMBER


CHECKED :

REV.

DATE

DESCRIPTION

S Y A B A S

SYA / TD / 011

2. GRADE 316 SS PIPE SHALL BE USED AT LOCATION WITHCORROSION SOIL CONDITION AND ALONG COASTAL AREA.

3. GRADE 304 SS PIPE SHALL BE USED AT LOCATION WITHNORMAL SOIL CONDITION.

YHH

KTT

AIR INSERTION POINT

SS

NOTE:


11/20

1. ALL DIMENSIONS ARE IN mm UNLESSOTHERWISESTATED.


PROJECT :

DRAWING NO :

DRAWING TITLE :


APPROVED :





DETAILS OF MULTIPLE SHAPED CHAMBER COVER TYPE A

SYA / TD / 012

SCALE : DATE :

CHECKED :

REV.

DATE

DESCRIPTION

S Y A B A S

AS SHOWN

YHH

HS

JULY 2010

SS

NOTE:


12/20


NOTE:


PROJECT :

DRAWING NO :

DRAWING TITLE :


APPROVED :





DETAILS OF MULTIPLE SHAPED CHAMBER COVER TYPE B

SYA / TD / 013

SCALE : DATE :

CHECKED :

REV.

DATE

DESCRIPTION

S Y A B A S

AS SHOWN

YHH

JULY 2010

HS SS

NOTE :

1 ALL DIMENSIONS ARE IN mm UNLESS OTHERWISE STATED


13/20


PROJECT :

DRAWING NO :

DRAWING TITLE :


APPROVED :


TEL NO : 03 - 2282 6244 / 03 - 2283 1111 FAX NO : 03 - 2282 5498


DETAILS OF COMPOSITE CHAMBER COVER

SYA / TD / 014

SCALE : NTS DATE : JULY 2010

CHECKED : HS


S Y A B A S

REV.

DATE

DESCRIPTION

REVISED BY

2. THE MINIMUM SPACING BETWEEN THE OUTER BRIM OF FLANGES AND THE RC WALL AND FLOOR SHOULD BE 600mm.

3. ALL METALS SHALL BE PAINTED WITH ANTI-RUST AND 2 LAYERS OFPAINT APPROVED BY SYABAS.

4. BRICK CHAMBER SHALL BE PAINTED WITH UNDER COAT,PRIMIER SEALER, FINISHING COAT - WEATHER COAT.

YHH

SS

NOTE:


14/20



PROJECT :

DRAWING NO :

DRAWING TITLE :

DRAWN BY : DESIGNED :

APPROVED :


TEL NO : 03 - 2282 6244 / 03 - 2283 1111FAX NO : 03 - 2282 5498


SCALE : NTS DATE :

CHECKED :

REV.

DATE

DESCRIPTION

S Y A B A S

SYA / TD /015

JOINTING DETAILS OF HDPE / MS PIPE

OCT. 2010

2. CONNECTION BETWEEN HDPE PIPE AND HDPE FITTING (ELBOW,BEND, TEE, etc) SHALL BE BY ELECTROFUSION COUPLER.

3. CONNECTION BETWEEN HDPE PIPE WITH METALLIC FITTINGAND PIPE SHALL BE BY STUB END JOINT.

KA

YHH

SHAHRUL

4. MS PIPE BELOW 700mm SHALL BE FLANGED JOINT.

SS

5. JOINTING BETWEEN HDPE PIPES SHALL BE BUTT FUSION.


15/20

NOTE :


16/20


PROJECT :

DRAWING NO :

DRAWING TITLE :


APPROVED :





LAYOUT PLAN OF PRESSURE REDUCING VALVE

SYA / TD / 017


CHECKED :


S Y A B A S

REV.

DATE

DESCRIPTION

REVISED BY

YHH

KTT SS

2. FLANGED JOINT TYPE SHALL BE USE FOR PIPE BELOW 600 DIA.

NOTE:


17/20


PROJECT :

DRAWING NO:

DRAWING TITLE :

CHECKED : KTT APPROVED : SS



TEL NO : 03 - 2282 6244 / 03 - 2283 1111FAX NO : 03 - 2282 5498



SYA / TD / 018

2. ALL CONCRETE TO BE GRADE 25 UNLESS OTHERWISE STATED.

TYPICAL DETAILS OF THERMOSPLACTIC, DI AND MS PIPE


S Y A B A S

REV.

DATE

DESCRIPTION

REVISED BY

TRENCH FOR CONCRETED ROAD SHOULDER

NOTE:

S O SS O S S


18/20


PROJECT :

DRAWING NO:

DRAWING TITLE :


CHECKED :





S Y A B A S

SCALE : DATE :

APPROVED :

REV.

DATE

DESCRIPTION

TYPICAL DETAILS OF INTERNAL STAIRCASE

SHAHRUL

KTT

YHH

AS SHOWN JUNE 2011

SYA / TD / 019

SS

1. ALL DIMENSION ARE IN mm UNLESS OTHERWISE STATED.

FOR RC RESERVOIR

ONLY. THE DETAILED STRUCTURAL DESIGN SHALL BE CARRIED

3. OTHER OPTIONS MAY BE CONSIDERED BUT MUST BE RC

2. THIS CONCEPTUAL DRAWING IS FOR ILLUSTRATION PURPOSE

OUT AND ENDORSED BY A PROFESSIONAL ENGINEER.

STAIRCASE.

NOTE:NOTE:

1 ALL DIMENSION ARE IN UNLESS OTHERWISE STATED


19/20


PROJECT :

DRAWING NO:

DRAWING TITLE :


CHECKED :





S Y A B A S

SCALE : DATE :

APPROVED :

REV.

DATE

DESCRIPTION

SHAHRUL

JUNE 2011

TYPICAL DETAILS OF EXTERNAL STAIRCASE

X X

NTS

SYA / TD / 020

FOR RC RESERVOIR

YHH

SSKTT

1. ALL DIMENSION ARE IN mm UNLESS OTHERWISE STATED.

ONLY. THE DETAILED STRUCTURAL DESIGN SHALL BE CARRIED

3. OTHER OPTIONS MAY BE CONSIDERED BUT MUST BE RC

2. THIS CONCEPTUAL DRAWING IS FOR ILLUSTRATION PURPOSE

OUT AND ENDORSED BY A PROFESSIONAL ENGINEER.

STAIRCASE.

NOTE:

1 ALL DIMENSIONS ARE IN mm UNLESS OTHERWISE STATED


20/20

SCOUR VALVE

FOR BRANCH > 90m

X

90m

Y 90m

SCOUR VALVE

FOR BRANCH < 90m

X

90m

Y

WATER PIPE WATER PIPE TO BE DOWNSIZEDTO BE DOWNSIZED

(DOWNSIZE) (DOWNSIZE)

X

90m

Y

SCOUR VALVEWATER PIPETO BE DOWNSIZED

WATER PIPETO BE DOWNSIZED

FOR BRANCH BOTH SIDE OF LANE (1)(DOWNSIZE)

90m


PROJECT :

DRAWING NO:

DRAWING TITLE :


CHECKED :


TEL NO : 03 - 2282 6244 / 03 - 2283 1111 FAX NO : 03 - 2282 5498


S Y A B A S

SCALE : DATE :

APPROVED :

REV.

DATE

DESCRIPTION


DOWNSIZING OF PIPE SIZE AND REPOSITIONING

OF FIRE HYDRANT

SHAHRUL YHH

KTT

NTS JUNE 2011

SS

SYA / TD / 021

SUBJECTED TO MIN. PIPE SIZEAT 150mm



2. FOR DIMENSIONS X & Y ( X+Y = 90m ).

X

90m

Y

WATER PIPETO BE DOWNSIZED

FOR BRANCH BOTH SIDE OF LANE (2)(DOWNSIZE)

90m


SCOUR VALVE

PEAK FLOW PE PIPE SIZE

63

90

DI PIPE SIZEQ ( /s) OD (mm) ND (mm)

UP TO 0.55

UP TO 1.40

UP TO 2.96

UP TO 8.60

125

180

NA

NA

100

150

TABLE FOR PIPE SIZING

Syabas Standard Drawing 02

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