BASED ON WATER CORPORATION DRAWINGSTORAGE PIPEFUTURENO. HOTMIX BITUMEN ACCESS EXISTING DN 600FLOW METER (IF REQUIRED)DNMAGNETICDN 32 PVC CONDUIT FOREXTRA HIGH LEVEL ALARMREFER NOTES 3 AND 4DRELEASE POINTSMOBILE PUMP AND GAS1.0mWPMPMLOCALITY PLANKERB DETAILSTREET JOHN7460EXISTINGBASIN(TYPICAL)51568621522037546892ELECTRICAL SLABWATER SERVICEPOWER AND CONTROLROAD ON 150 THICK COMPACTED SUB-BASEFLOWSTART OF P.M.0.00WDNSCLPRESSURE MAINUGPWTWTDPMDRAINJ O H NWESTERN POWERPOWER CABLEUGPPMWTBOND STREETPROPOSED P.S.LOT/RESERVE No.REQUIREMENTSBE KEYED TO WATER AGENCYAPPROVED BOLLARD. BOLLARD TOOR SIMILAR WATER CORPORATION2.FROM WHICH THE OVERFLOW WILL OCCURSENSOR SHALL BE LOCATED IN THE MHPUMPING STATION, IN WHICH CASE THEEXTRA HIGH LEVEL ALARM SENSOR TO BELOCATED IN PUMPING STATION INLET MHUNLESS OVERFLOW POINT IS REMOTE FROM125 TO 150 PINE LOGS.FIX WITH M10 GALV. BOLTSNUTS & WASHERSPOST AND RAIL - POST AND RAIL -NUTS & WASHERSFIX WITH M10 GALV. BOLTS125 TO 150 PINE LOGS.RETRACTABLE BOLLARDS AND PINE POST AND RAIL BARRIER12006005000 CLEAR OPENINGBOLLARD WITH SECURITY KEYWAYRAM GUARD R2 100 RETRACTABLEREMOVABLEBOLLARDSTHE WATER AGENCYWITH THE REQUIREMENTS OFOR FENCING SHALL COMPLYSITE BOUNDARY DEFINITIONTO LEVELS SHOWNFILL AND LANDSCAPING OF SITE, REFER DETAILLEGENDNOTES1.I.L.DN1.20 m SOAKWELL 1.22 m DEEPWITH GRATED COVERI.L.DNPVCI.L.I.L.I.L.BITUMEN ACCESSDNI.L.I.L.I.L.ROADEXTRUDED MOUNTABLECONCRETE KERBINGALL ROUND.I.L.I.L.I.L.I.L. DNLOT/RESERVE No.'Input'APPROX. 1:100 - REFER DWG. STORAGE PIPES ALL GRADEDCROSSOVER TO LOCALGOV. REQUIREMENTSWUGPTDNo.MHREFER DRG.OVERFLOW MHI.L.SITE PLANS T R E E T'HAMMERHEAD' ON SITE TURNING BAYUGPWTWITHTEL PRIOR TOCUT INTO EXISTING DNDRAIN AND CONSTRUCT NEWDRAINAGE MHCONTRACTOR TO LIAISE(LOCAL AUTHORITY)CONSTRUCTIONOVERFLOW PIPEPROPOSED EMERGENCYFOR DETAILSEXISTING DNWATERMAINDOF THESERVICETELECOMMUNICATIONSCAUTION:R20R20 OR GRAVEL BASECOMPACTED LIMESTONEROAD ON 150 THICK HOTMIX BITUMEN ACCESS R1060 10070250651351103m 3mCUBICLE3.4.