Client Name: Tuscom Subdivision Consultants October 2014 Project Name: 139 Whatley Crescent MC_139 Whatley Crescent_TIA_V3_081014.docx 4 Move Consultants Whatley Crescent is a dual undivided carriageway in the vicinity of the site. Roberts Street is a single undivided carriageway in the vicinity of the site. The unsignalised intersection of Whatley Crescent/Roberts Street is located midblock between the signalised intersections of Garratt Road/Whatley Crescent and King William Street/Whatley Crescent and operates under Give Way control on the Roberts Street approach. The existing geometry of the intersection is shown in Figure 4. Figure 4: Existing Whatley Crescent/Roberts Street Intersection Geometry Existing traffic volumes were obtained via SCATS data from Main Roads Western Australia for Whatley Crescent in the vicinity of the site and have been supplemented by turning movement surveys undertaken at the Whatley Crescent/Roberts Street intersection on Wednesday 17 th September 2014. The existing daily volumes on Whatley Crescent, east of Garratt Road are in the order of 18,700 vpd (March 2014). Daily volumes were not available for Roberts Street but based upon the results of the peak period traffic counts, it is estimated that the daily volumes are in the order of 1,400 vpd. The existing traffic volumes are shown in Figure 5.
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Whatley Crescent is a dual undivided carriageway in the ... daps/metro central... · carriageway in the vicinity of the site. The unsignalised intersection of Whatley Crescent/Roberts
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Client Name: Tuscom Subdivision Consultants October 2014
NEW RISING MAIN TODISCHARGE INTOEXISTING RISING MAIN
-AD9197
CIVIL WORKS
SEWER MAIN EXTENSION PLAN
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WC PLAN NO. - TBCWC FILE NO. - TBC
WAPC No. - N/ARETICULATION AREA - BAYSWATER 3
THIS PLAN IS ACCEPTED AS COMPLYING WITHOVERALL SCHEME PLANNING.
COMPLIANCE WITH RELEVANT MANUALSREMAINS THE RESPONSIBILITY OF THECONSULTING ENGINEER.
NO WORKS ARE TO COMMENCE ON-SITEUNTIL STARTUP ARRANGEMENTS HAVE BEENMADE WITH THE RELEVANT WORKSINSPECTOR. SEE DEVELOPERS MANUAL FORCONTACT DETAILS.
FOR MANAGER LAND SERVICING
SEWER RETICULATION STANDARD NOTES
1. THE DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS
2. THE CONSTRUCTION OF WORKS SHALL COMPLY WITH THE WATER CORPORATIONS WASTEWATER MANUALVOLUME 1.
3. ALL PIPE SIZES IN MILLIMETRES (DIA.150 U.O.S) ALL DISTANCES AND LEVELS IN METRES.
4. DISTANCES GIVEN ARE AT INTERSECTION OF SEWERS.
5. THE CONTRACTOR SHALL ENSURE THAT ALL LOTS ARE SERVED WITH HOUSE CONNECTIONS. (DUPLEX LOTS TOHAVE TWO CONNECTIONS).
6. MINOR EARTHWORK ADJUSTMENT TO BE COMPLETED PRIOR TO CONSTRUCTION OF SEWER.
7. LOCAL AUTHORITY - CITY OF BAYSWATER
8. ACCESS CHAMBER DEPTHS ARE SHOWN FOR WATER CORPORATION INFORMATION ONLY.
9. BASE INFORMATION 1.1 LEVELS ARE REDUCED FROM AUSTRALIAN HEIGHT DATUM. 1.2 ALL LEVELS SHALL BE LOCATED FROM ESTABLISHED BENCHMARKS AS SUPPLIED BY G I COLE & ASSOCIATES.
10. CENTRELINES OF ACCESS CHAMBERS, SEWER PIPES AND END OF I.O LINES ARE TO BE ON ALIGNMENTS OF 3.5mIN ROAD RESERVES AND CENTRALLY LOCATED OVER THE SEWER. SEWER TO BE ON 1m ALLIGNMENT1.0m.
11 SEWER PIPES TO BE UPVC CLASS "S.E.H." SOLVENT CEMENT JOINT UNLESS OTHERWISE SHOWN.
12 ALL HOUSE CONNECTIONS DEEPER THAN 1.5m ARE TO BE BROUGHT UP WITHIN 1.0m OF THE SURFACE
13 ALL I.S. SEWER ENDS DEEPER THAN 2m TO BE BROUGHT UP WITHIN 1.0m OF THE FINISHED SURFACE LEVEL.
14. MINIMUM COVER OF SEWERS TO BE 1.0m IN ROAD CROSSINGS AND 0.75m IN LOTS AND ROAD VERGE.
15. ACCESS CHAMBERS SHALL BE PRECAST CONCRETE, OR STANDARD BRICK CONSTRUCTION.
16. TRAFFICABLE ACCESS CHAMBER COVERS TO BE GATIC TWO PART HEAVY DUTY (82931) OR SIMILAR APPROVED.
17. ALL CONNECTIONS TO LIVE SEWERS TO BE BY WATER CORPORATION AT CONTRACTORS EXPENSE.
18. CONTRACTOR TO ENSURE ADEQUATE COMPACTION OF SEWER BEDDING UNDER ROAD CROSSINGS.
19. CONTRACTOR TO ENSURE RE-INSTATEMENT OF ALL EXISTING PAVEMENT, SERVICES AND FENCES UPONCOMPLETION OF WORKS.
20. WHERE A SEWER LINE INTERSECTS WITH A STORMWATER DRAINAGE LINE AND THE SEWER PASSES OVER THEDRAIN LINE THEN THE SEWER SHALL HAVE A TIMBER PILE AND KEEL PROVIDED FOR THE FULL EXTENT NECESSARYTO SUPPORT THE SEWER DURING EXCAVATION OF THE DRAIN.
21. DOWNSTREAM INVERT LEVEL TO BE CHECKED PRIOR TO CONSTRUCTION, AND ANY DISCREPANCY REPORTEDTO THE ENGINEER IMMEDIATELY.
22. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CO-ORDINATE THE INSTALLATION OF ALL SERVICES WITHIN THESUBDIVISION. THE CONTRACTOR SHOULD CHECK TO ENSURE THERE IS NO CONFLICT BETWEEN THE PRELAIDWATER SERVICES OR SITE FACILITIES. THESE MAY INCLUDE WESTERN POWER, UNDERGROUND POWERCONNECTION PILLARS, RETAINING WALLS, DRAINAGE MANHOLES AND SEWER ACCESS CHAMBERS.
23. THE CONTRACTOR SHALL ALLOW FOR THE SUPPLY AND INSTALLATION OF ANY ADDITIONAL FLUSHING POINTSNECESSARY FOR PRESSURE TESTING AT HIS OWN EXPENSE.
GENERAL NOTES:1. ALL LEVELS, DIMENSIONS, POSITIONS & HEIGHTS TO BE CHECKED AND VERIFIED ON
SITE BEFORE COMMENCING ANY BUILDING WORK. DATUM AHD
2. FIGURED DIMENSIONS ARE TO BE TAKEN AND NO SCALING OF DRAWINGS WILL BEALLOWED.
3. ALL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH SPECIFICATIONS AND ALLOTHER RELEVANT DRAWINGS FROM ARCHITECTURAL, STRUCTURAL, ELECTRICAL,HYDRAULICS & MECHANICAL ENGINEER'S.
4. ANY DISCREPANCIES ARE TO BE REPORTED TO THE AUTHOR OF THE PLANSIMMEDIATELY.
5. REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR ALL STRUCTURAL WORKS.
6. LARGE SCALE DRAWINGS WILL SUPERCEDE SMALL SCALE DRAWINGS.
7. CONTRACTOR TO CONFIRM LOCATION, DEPTH, AND EXTENT OF ALL OTHERSERVICES, AS SHOWN ON SERVICES LAYOUT PLAN, PRIOR TO THECOMMENCEMENT OF ANY WORK. ENGINEER TO BE NOTIFIED UPON DISCREPANCIES.
8. CONTRACTOR TO CONFIRM GROUND WATER TABLE LEVEL PRIOR TO THECOMMENCEMENT OF ANY WORK AND IF ANY DE-WATERING IS REQUIRED.
9. EXISTING GROUND LEVELS AND LOCATION AND INVERT LEVEL OF EXISTING SEWERSHALL BE CONFIRMED PRIOR TO THE COMMENCEMENT OF ANY WORK.
10. ALL DRAINS SHALL BE CLASS 3 CONCRETE UNLESS OTHERWISE SPECIFIED.
11. ALL BACK FILL TO BE COMPACTED TO A DRY DENSITY NOT LESS THAN THAT OF THESURROUNDING UNDISTURBED SOIL. BACKFILL OF SEWERS IN ROAD RESERVESSHALL BE COMPACTED TO GIVE A MINIMUM RESISTANCE OF 8 BLOWS PER 300mmUSING A STANDARD FALLING WEIGHT PENETROMETER FOR THE FULL DEPTH OFFILL.
12. CONTRACTOR TO MAKE GOOD ALL FENCING, KERBING, ROADS, DRIVEWAYS, ETC INTHE AREA OF EXCAVATION, ALL NECESSARY APPROVALS FROM RELEVANTAUTHORITIES TO BE OBTAINED PRIOR TO THE COMMENCEMENT OF ANY WORK.
13. CONTRACTOR TO PROVIDE AS CONSTRUCTED SURVEY PRODUCED BY LICENSEDSURVEYOR.
14. FOR COMPACTION / REMEDIATION INFORMATION REFER TO THE GEOTECHNICALREPORT PREPARED FOR THE SITE.
SEWER EXTENSION PLANSCALE 1:1000
LOCATION PLANNOT TO SCALE
SITE PLAN NOTES
AREA OF WORKS
S S
LEGEND
CADASTRAL BOUNDARY
RETICULATION AREA BOUNDARY
EXISTING SEWER SERVICE
SEWER MAIN ALIGNMENT
17 CONTOUR
LOT NUMBERS
G G EXISTING GAS MAIN
P P EXISTING POWER
W W EXISTING WATER MAIN
14.52W3177
H156
SCALE 1:1000
0 10 20 30 40
REVISION DATE ISSUE DESCRIPTION ISSUED BY
DRAWN APPROVED
CHECKEDDESIGNED BROWN JOB No. DRAWING No.
REVISIONSCALE @NOT FOR CONSTRUCTION PURPOSES
PRELIMINARY ONLY
BRISBANE CANBERRA JAKARTA MELBOURNE PERTH
ROCKHAMPTON SINGAPORE SUNSHINE COAST SYDNEY
Consulting Engineers, Structural - Civil
Level 7, 50 St Georges Terrace, Perth, Western Australia 6000, Australia
Tel: +61 8 6220 1000 Fax: +61 8 6220 1001
www.brownconsulting.com.au
Brown Consulting (WA) Pty Ltd
THE CONCEPTS AND INFORMATIONCONTAINED WITHIN THIS DOCUMENT
ARE GOVERNED BY BROWNCONSULTING PTY LTD TERMS OF
TRADE.
COPYRIGHT
THIS DRAWING IS NOT TO BE USEDFOR CONSTRUCTION UNLESS ISSUEDAS REV 0 OR HIGHER AND STAMPED
"ISSUED FOR CONSTRUCTION"
SEWER MAIN EXTENSION
139 WHATLEY CRES, BAYSWATER
FOR: VISPASS PTY LTD
15-115
A1
D D EXISTING STORMWATER DRAINAGE
1. NET AREA (ha) - 0.18ha2. PEAK FLOW - 2.0L/s
3. ZONING - RESIDENTIAL (R30)
0.18 - 18.9/3874.5 - 0.067RESIDENTIAL
NET AREA (ha) L/Ha/D
DESIGN DATA NOTES
PERSONS PER NET HECTARE
GRAVITY SEWER DESIGNFLOW(L/s/Net ha)
1
(CAST IRON OR DUCTILE IRON COVER)
ACCESS CHAMBER TYPECLASS OF COVER, ACCESS CHAMBER DEPTH
ACCESS CHAMBER (AC) OR MAINTENANCE SHAFT (MS)
NUMBER
EXISTING ACCESS CHAMBER (CONCRETE COVER)ACCESS CHAMBER NUMBER
XXXX1.2D
THRUST BLOCK
LOW PRESSURE SEWERSYSTEM INSTALLATION
1. LOCAL AUTHORITY - CITY OF BAYSWATER
DIAMETER - 63mm HDPE
8. ESTIMATED MAX GL 23.5m AHD7. NUMBER OF LOTS BEING SERVICED : 16. NUMBER OF DELETED ACCESS CHAMBERS : 05. NUMBER OF TERMINAL MAINTENANCE SHAFTS : 04. NUMBER OF MAINTENANCE SHAFTS : 03. NUMBER OF ACCESS CHAMBERS : 1
2. LENGTH OF RISING MAIN - 196.1m
DIAMETER - 150mm PVC2. LENGTH OF GRAVITY MAIN - 15m
NEW RISING MAIN TODISCHARGE INTOEXISTING RISING MAIN
AREA OF WORKS No. 139 WHATLEY CRES,BAYSWATER
139Lot 10
137Lot 9
141Lot 10
2Lot 44
Lot 8 Lot 25
Lot 30
Lot 14
Lot 44 Lot 46
Lot 65 Lot 61
CIVIL WORKS
NOTICE OF PROPOSAL - SEWER WORKS
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WC PLAN NO. - TBCWC FILE NO. - TBC
WAPC No. - N/ARETICULATION AREA - BAYSWATER 3
PLANSCALE 1:1000
SCALE 1:1000
0 10 20 30 40
REVISION DATE ISSUE DESCRIPTION ISSUED BY
DRAWN APPROVED
CHECKEDDESIGNED BROWN JOB No. DRAWING No.
REVISIONSCALE @NOT FOR CONSTRUCTION PURPOSES
PRELIMINARY ONLY
BRISBANE CANBERRA JAKARTA MELBOURNE PERTH
ROCKHAMPTON SINGAPORE SUNSHINE COAST SYDNEY
Consulting Engineers, Structural - Civil
Level 7, 50 St Georges Terrace, Perth, Western Australia 6000, Australia
Tel: +61 8 6220 1000 Fax: +61 8 6220 1001
www.brownconsulting.com.au
Brown Consulting (WA) Pty Ltd
THE CONCEPTS AND INFORMATIONCONTAINED WITHIN THIS DOCUMENT
ARE GOVERNED BY BROWNCONSULTING PTY LTD TERMS OF
TRADE.
COPYRIGHT
THIS DRAWING IS NOT TO BE USEDFOR CONSTRUCTION UNLESS ISSUEDAS REV 0 OR HIGHER AND STAMPED
"ISSUED FOR CONSTRUCTION"
SEWER MAIN EXTENSION
139 WHATLEY CRES, BAYSWATER
FOR: VISPASS PTY LTD
15-115
A1
TO PROVIDE SEWER SERVICES TO A NEW SUBDIVISION IN BAYSWATER, CITYOF BAYSWATER ON BEHALF OF THE WATER CORPORATION PROPOSES TOCONSTRUCT THE FOLLOWING WORKS:
A DN63 PN16 PE100 PRESSURE SEWER MAIN 23.9m IN LENGTH. AND ONE PUMP STATION.
THE PROPOSED ARE SCHEDULED TO COMMENCE 28 NOVEMBER 2014 ANDWILL CONTINUE FOR APPROXIMATELY ONE WEEK
FURTHER INFORMATION ABOUT THE PROPOSED WORKS CAN BE OBTAINED BYCONTACTING THE PROJECT MANAGER IAN McCORMICK, BROWN CONSULTING,6220 1000.
OBJECTIONS TO THE PROPOSED WORKS WILL BE CONSIDERED IF LODGED INWRITING TO THE PROJECT MANAGER IAN McCORMICK, BROWN CONSULTING,PO BOX 5742 St GEORGES TCE, PERTH W.A. 6831.
THIS PLAN IS ACCEPTED AS COMPLYING WITHOVERALL SCHEME PLANNING.
COMPLIANCE WITH RELEVANT MANUALSREMAINS THE RESPONSIBILITY OF THECONSULTING ENGINEER.
NO WORKS ARE TO COMMENCE ON-SITEUNTIL STARTUP ARRANGEMENTS HAVE BEENMADE WITH THE RELEVANT WORKSINSPECTOR. SEE DEVELOPERS MANUAL FORCONTACT DETAILS.
FOR MANAGER LAND SERVICING
CATCHMENT PLANSCALE 1:1000
SCALE 1:1000
0 10 20 30 40
REVISION DATE ISSUE DESCRIPTION ISSUED BY
DRAWN APPROVED
CHECKEDDESIGNED BROWN JOB No. DRAWING No.
REVISIONSCALE @NOT FOR CONSTRUCTION PURPOSES
PRELIMINARY ONLY
BRISBANE CANBERRA JAKARTA MELBOURNE PERTH
ROCKHAMPTON SINGAPORE SUNSHINE COAST SYDNEY
Consulting Engineers, Structural - Civil
Level 7, 50 St Georges Terrace, Perth, Western Australia 6000, Australia
Tel: +61 8 6220 1000 Fax: +61 8 6220 1001
www.brownconsulting.com.au
Brown Consulting (WA) Pty Ltd
THE CONCEPTS AND INFORMATIONCONTAINED WITHIN THIS DOCUMENT
ARE GOVERNED BY BROWNCONSULTING PTY LTD TERMS OF
TRADE.
COPYRIGHT
THIS DRAWING IS NOT TO BE USEDFOR CONSTRUCTION UNLESS ISSUEDAS REV 0 OR HIGHER AND STAMPED
"ISSUED FOR CONSTRUCTION"
SEWER MAIN EXTENSION
139 WHATLEY CRES, BAYSWATER
FOR: VISPASS PTY LTD
15-115
A1
WC PLAN NO. - TBCWC FILE NO. - TBC
WAPC No. - N/ARETICULATION AREA - BAYSWATER 3
SCALE 1:250
0 2 4 6 8 10
NOTES
1. THIS DRAWING TO BE READ IN CONJUNCTION WITHALL RELEVANT CONSULTANTS DRAWINGS.
2. FIGURED DIMENSIONS ARE TO BE TAKEN AND NOSCALING OF DRAWINGS WILL BE ALLOWED.
3. ALL SERVICES ARE SHOWN DIAGRAMMATICALLY. IT ISTHE CONTRACTORS RESPONSIBILITY TO LOCATE ALLSERVICES PRIOR TO COMMENCEMENT OF WORKS.
RISING MAIN LONG-SECTIONSCALE 1:250
CIVIL WORKS
SEWER MAIN PUMPING STATION DETAIL
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THIS PLAN IS ACCEPTED AS COMPLYING WITHOVERALL SCHEME PLANNING.
COMPLIANCE WITH RELEVANT MANUALSREMAINS THE RESPONSIBILITY OF THECONSULTING ENGINEER.
NO WORKS ARE TO COMMENCE ON-SITEUNTIL STARTUP ARRANGEMENTS HAVE BEENMADE WITH THE RELEVANT WORKSINSPECTOR. SEE DEVELOPERS MANUAL FORCONTACT DETAILS.
FOR MANAGER LAND SERVICING
SCALE 1:1000
0 10 20 30 40
REVISION DATE ISSUE DESCRIPTION ISSUED BY
DRAWN APPROVED
CHECKEDDESIGNED BROWN JOB No. DRAWING No.
REVISIONSCALE @NOT FOR CONSTRUCTION PURPOSES
PRELIMINARY ONLY
BRISBANE CANBERRA JAKARTA MELBOURNE PERTH
ROCKHAMPTON SINGAPORE SUNSHINE COAST SYDNEY
Consulting Engineers, Structural - Civil
Level 7, 50 St Georges Terrace, Perth, Western Australia 6000, Australia
Tel: +61 8 6220 1000 Fax: +61 8 6220 1001
www.brownconsulting.com.au
Brown Consulting (WA) Pty Ltd
THE CONCEPTS AND INFORMATIONCONTAINED WITHIN THIS DOCUMENT
ARE GOVERNED BY BROWNCONSULTING PTY LTD TERMS OF
TRADE.
COPYRIGHT
THIS DRAWING IS NOT TO BE USEDFOR CONSTRUCTION UNLESS ISSUEDAS REV 0 OR HIGHER AND STAMPED
"ISSUED FOR CONSTRUCTION"
SEWER MAIN EXTENSION
139 WHATLEY CRES, BAYSWATER
FOR: VISPASS PTY LTD
15-115
A1
WC PLAN NO. - TBCWC FILE NO. - TBC
WAPC No. - N/ARETICULATION AREA - BAYSWATER 3
SCALE 1:250
0 2 4 6 8 10
PUMP STATION LAYOUT - LOT 139NOT TO SCALE
DISCHARGETO SEWER
GATE VALVE
CHECK VALVE
INLET(BY OTHERS)
GALVANISEDGUIDE RAIL
DISCHARGE
LIFTING CHAIN
AUTO COUPLING
CABLE
(BY OTHERS)DN100 VENT
FIBREGLASS TANKMULTILAYER REINFORCED
SUBMERSIBLE PUMPS
GROUND LEVEL
GAS TIGHT COVERCLASS B, C OR D
CONTROLLER WALL MOUNTED LOGIKOS M7 PLUS PUMP
(RED)ALARM LIGHT
NOTES:1. CONTROLLER MAY BE WALL MOUNTED OR MOUNTED ON HOT DIP
GALVANISED CONTROLLER POLE.
2. CHAMBER PENETRATIONS TO BE SEALED WITH FERROPRE EPOXY SEALANT.
3. CONCRETE BALLAST MAY BE REQUIRED IN WATER CHARGED AREAS.
ALLIED PUMPS FIBREGLASSPACKAGED PUMPING STATION
1800 INTERNAL DIAMETER
INTEGRAL VALVECHAMBER
MORTOR BED
SLUDGE BATTER
PIPEWORK
2. PIT CONSTRUCTION: MULTI LAYER REINFORCED FIBREGLASS DESIGNED
AND MANUFACTURED IN ACCORDANCE WITH BS 4994-1987.
1. INTERNAL DIAMETER: 1200mm NOMINAL
FIBREGLASS STATIONS SPECIFICATIONS:
3. WALL THICKNESS: 8-10mm WITH FLO-COAT PROTECTION.
4. BASE THICKNESS: 10-12mm WITH FLO-COAT PROTECTION.
5. FREE-STANDING: ENGINEERED TO WITHSTAND GROUND PRESSURES.
CHAMBER, 600mm INTERNAL DIAMETER AND WITH SEPARATE GAS
6. INTERNAL VALVE CHAMBER: FORMED AS AN INTEGRAL PART OF THE
TIGHT ACCESS COVER.
7. PIPEWORK: 50, 65 or 80mm IN PVC CLASS 12, HDPE, OR
COPPER.
MOUNTED. SOLIDS HANDLING OR GRINDER TYPE.
8. PUMPS: SINGLE OR DUAL HEAVY DUTY COMMERCIAL GUIDE RAIL
SUSPENSION ASSEMBLY, LEVEL PROBES, ULTRASONIC OR PRESSURE TRANSDUCER.
9. LEVEL CONTROLS OPTIONAL: FLOAT SWITCHES WITH ANTI-INTERFERENCE
CONTROLLER WITH MAINS ISOLATOR, PHASE FAIL DETECTION, UNDER AND
10. PUMP CONTROLLER: LOGIKOS M7 PLUS TWIN OR SINGLE PUMP ALTERNATING
ALARM (WITH PROGRAMABLE AUTO MUTE TIMER), ALARM HISTORY LOG,
OVER VOLTAGE PROTECTION, ALARM TEXT DISPLAY, AUDIBLE AND VISUAL
PUMP RUN HOURS AND STARTS LOG, VOLT FREE ALARM OUTPUT,
ALL FIXINGS316 S.S.
ALL MOUNTED IN A HEAVY DUTY LOCKABLE METAL ENCLOSURE.
ALL CONTROLS TO BE LOCATED ON INTERNAL SWINGING DOOR.
ANTI-CYCLE PROTECTION AND PROVISION FOR PUMP SEAL MONITORM.
4. REINFORCED CONCRETE SLAB, (BY OTHERS)SHOULD BE DESIGNED BY ENGINEER TO TRANSFER ANY TOP TRAFFIC LOAD ONTO SURROUNDING GROUND AREA. SLAB CAN BE RECESSED FOR BITUMEN/PAVING AREAS.
ELECTRICAL CONDUIT(BY OTHERS)
STAINLESS STEELSUPPORT FORLEVEL REGULATOR
LEVEL SENSOROR PROBES
OR ON POLE
(BY OTHERS) FOR TRAFFICABLEAREAS
COMPACTED BASE
H1 (3
000m
m)
REINFORCED CONCRETE SLAB
5. SITE INTERWIRING BETWEEN PUMPS STATION AND CONTROLLER TO IN HD CONDUIT - (MIN 2 x 50mm) AND 'PLUGS' TO SEAL AFTER INSTALLATION.
NOTE:ALL PENETRATIONS TO BE CORED ONSITE AND SEALED WITH EPOXY RESIN.CONCRETE BALLAST MAY BEREQUIRED FOR WATERCHARGED GROUND.
NOTES
1. THIS DRAWING TO BE READ IN CONJUNCTION WITHALL RELEVANT CONSULTANTS DRAWINGS.
2. FIGURED DIMENSIONS ARE TO BE TAKEN AND NOSCALING OF DRAWINGS WILL BE ALLOWED.
3. ALL SERVICES ARE SHOWN DIAGRAMMATICALLY. IT ISTHE CONTRACTORS RESPONSIBILITY TO LOCATE ALLSERVICES PRIOR TO COMMENCEMENT OF WORKS.