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Approved Plans MCU21-0082 & OPW21-0122
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Plans and drawings
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Log in to see the plans as drawn- NOOSA COUNCIL APPROVED PLAN MCU21/0027 & OPW21/0047 10 JUN 2021 SP156216 3 6 4 RP78252 RP78252 • • •• • •• • •••••••••• 71.545 71.5 545 6 4 GTP671 • • • • •••••• • • • •• • •• • ••••••••••• Deck GTP671 STREET 27 534 534 27.534 BM: Nail in Kerb RL: 1.34 3 Emt A • • • •• • •• • ••••••••••• RP142979 • • • • •••••• 534 27.534 JAMES 27.5 71.545 71.5 71 545 545 45 SP174678 • • • •• • •• • ••••••••••• 4 GTP103989 1 2 3 GTP103989 GTP103989 GTP103989 CP GTP103989 Issue: DEBUILD T/A ABN 40 098 481 899 Title: Project Date: Drawn Design Checked: Drg No. [OCR of page images] DRAWING SIZE - Al i HEIGHT DATUM LOT 3 & 4 ON RP 72986 I Level Ostum AD Level Origin PM 19568 | | Sur infalen proved by Marten & Asncies NOOSA COUNCIL APPROVED PLAN MCU21/0027 & OPW21/0047 10 JUN 2021 ALL STORMWATER NSE SE pace PIPES TO BE LAID AT] [ova DANCE WITH HYDRALUCS CONSULTANTS DOCINENTATIN ¢ = \SH PIPE TRENCH/PIPE BEDDING & BACKFILLING UNDER N.G.L. TYPICAL SECTION 4:100 MIN. UNO. HED LL CxTE/UD (WOT OF caLY AS PER PLAN WERE STEEL) TO Lf ReneS rom fo caLy aows @ 400 a) EK EROVTED LL as No "trom MN IND q PLN ? ‘uuu pre-cast — = rT oR EU, HESS AS 1s ED PER aN uPUA PRE-CAST STORMWATER PIT SECTION LEGEND sons sme race corns ports DOIGATES FISHED SURFACE RADE DisTNG SURFACE SPOT LES. wing, NOKATESSRECTIN OF RAP OR AME Don AS ROIATED rau, NUCATES ORECTON OF FAL Mes To ANIHED SPOON RAMS, 460 STORWMATER UNCTIN BO, HTH seautb wo $00 GRATED FLD OLY WETS iinoscare aes SH STORWHATER QDE BV NET TO En ELOOK RETHNNG WALLS REFER DENA 04 TAS Og 1050 6 STORMMATER MANHOLE, TH SEALE LDN ACCORDANCE WH ‘DUNO STO RS. 05-020 (WO-ROADWAY) COUN. STANDARDS. 0-150 1s GRATED ORAM WH HEAP DUTY RATE DOICATES PROPOSED FNSHED SURFACE /NVERT LEVELS OF ROMNATED Swans nova ea ac SUPPLY L NOIGATES ENISING SEVER UNE OATES MATER Ma APPROK AJQWENT, SULDER To CONFRW EXACT LockTEN Fa6# TO WoRES CATES TELSTRA LNE APPR AJQWENT, BUIDER TO CONFFW EXACT TcaMEN F108 To HERES OATES STERWATER DRA PROPOSED 15 NOTE) MNT 10D FALL UMESS NOTED OTFERWSE cow NATES ROOF STORMNATER DRAINS AEFER HIDRAULC CONSULTANT 70% ews DP > GATES noMPES FROM ROOF. REFER FORA CONSULTANT FR CETALS wwwdialbeforeyoudig.com.au DIAL1100 BEFORE YOU DIG raat is (ct) a ‘0 MN SDAL 0 ew WS ADAPTORS AND MANE Fooward cooo ee a5 1008 uve S/ALSORAN ENROUODLLE 2 Fo INFILTRATION CELS. REFER ETAL fed (Oh THS SHET 2/5474. HS (ALK) i aT in 100 uN INSTALL To NEW KER ADHPTORS AND WANE Foor coo eneo.ene hohe ‘SWE ~ TYPICAL DETAIL S's TO SE LOCATED ADWAUEST TO LOW PONT IN aciboRNc ALOWENT TO CAPTAE PONING CAUSED BY RETANNG WAL CONSTRUCTION RETER DETAL BALDER To DETERVNE Ov STE Atco RENE MLL is sere Soe PFE MT CANE aru on raveaene nse eo Auo ee AGEINNG an woime \ sEOTION fom La 10 HAE NG ATE 9D 0 GALYANSED KER ADAPTOR To LOCAL AMERY STAOHDS 1 PA ‘arvour Lexa ns a6 pees To STILL CALVANSED KEE AO4PTOR WT NEAT, Tea [ESING STORMNATER NFRASTUCTIRE ‘oe rato [REFER 10 Dg HE 8 OM ETAL an swe swex—— Fy = P08 PIC STREET RESIDENTIAL J DEVELOPMENT a eLeAC ISIE 7 oP UNIT 1 wv % L250 mam fo sux — 99702 — sure unr 2 ince RESIDENTIAL « « ale DEVELOPMENT UNIT 4 FL 250 Fa SISSON SECTION DETAIL INSTAL REECE WE TO ADHP TR” (P00, ce 30284), Jo ap>eove EXUNELANT AS PER MANUFACTURERS SPECFCATINS. 50.0 2/258 x40 RAS i. cur, APES ACROSS OAT WERE STAND-UP KERB ADAPTOR TO EXISTING KERB DETAIL (RHS) (0 ACCORDANCE WIA IPNEA STD RG, ROB" AND CONCH STANDARDS) JAMES Sov oe tow oaANAT TD DBIONSTAE el Tus Loco TBE ETERUNED A ATDRALES Ni RAE THEA, I 1 cP SITE PLAN Seale 200 CONSTRUCT. STORMWATER MANAGEMENT PLAN SIDE-Ct FO DEALS. TER oy Sg rood ocas, eI NEW STORWWATER UNE 10 ' 1 “WH ORANNG 5 10 9 READIN CONANCE WT THE STORUAETER ANAC SEG CONSLLING ENGR AL SERCES SHOML ON THE PLN ROKATIE ONLY CONTRACTOR To LOHTE AL SEES FRX SOMENCNG RE SEAL ‘ERs A610 PROTEC SccvONCE MW HE AUTH SPASLE fom He Seavce RSW a uspean ewmRowonuLe 2 fearenin Sas TN RSW | 1508 PV = FROWDE.NSPECTIN Us Low (BATE WERE NO STORUWATER QUNET cra snare sew ‘NFLOW TL TL S xf = z WaT PROMDE SLOTED APE "ROUGH BOTTOM OF cus PPE CLA SHEL PPE CLAN, BPD A SON nH A OT RETR 1B PROMDE on0Ps aT exc 0 OF THE AT SING MANHOLE TO BE AED TO FRSHED GRONO 106-5 1 i S's To 3 LOCATED ADAGE TO Low PNT TW NecABOANG ALLOTVENT To CAPTARE POAUING CAUSED BY RETANING| WAL CONSTRUCTON AER ETAL BADER 0 OFTEN OH STE 4 FRM TE uc ORAM JME SLOTRD PEN TE is ALL PPE PENERATONS THROUGH THE Ge 0 ED WH SNESS PROMDED ALING HE OW LNES AUSDRAIN INFILTRATION SOAKER PIT DETAIL KERB OUTLET (2) LEVEL FER DETALS cH Re 2 1p oom ral we UNOFF To COUNCIL INFRASTRUCTURE a WATER CYCLE DIAGRAMATIC Inriureenon ens TREAT FRST FLUSH RUNOFF FROM ROOF'S STORAGE JNO ONGONG NFILTRETON. REDUCES DEVELOPED STE FUNOFF CONSTRUCTION NOTES GENERAL: 1D NOT SALE FROM TH ORANING, 2 AL ua W MLE SETING 007 DMENSIONS AE TO BE COTANED FROM THE ‘eateztaa. Seas 4 ANY DSCREPANCES GETEEN THESE DRAWN AND THE ARCHTECTIRAL ORRANGS ARE 10 BE REFERRED TO THE EXGNER en 5. THE WL eo cAI AL IG SES THO AND ADACENT THE ALLOTMENT 00 SHALL EXSLRE HAT AL Aer won oe SCEROACE MT Te ATC GEA, DTA Ue Duce HYDRAULICS HYDRAULIC SERVEES SHOW ARE DIAGRAMATE. OLY, REFER TO ARCHTECTIRAL ORRANOS FOR LOCATINS OF FICURES. 2A SAMTARY HNORALUES AND WATER RETCALATI. MTN THE SWLOTENT SOUNDARY TOBE W ACOUROANCE WT AS3500 5. ALL WORK SHALL COUPLY WITH THE AEQUEMENTS OF auTHORMES Hi SICTON, AFTER GRTANNG ALL NECESSARY PERT AND sprRovis, REO 1 PE fom LEG ON THESE AND ASSOCITED FLA 00 NOT tach Wn Te OECD PPE ROHS PAO THE COMENCN OF ce 5.AL TREH EYCAVATENS AND CONSTRLCTON TBE Wi aCc0=D WW RORIOLACE HEALTH SAFETY 969 AND ANY HMENOMENTS 0 "HE VINE REDULATON CT, 6 STORMWATER O2ANAGE PPES SHALL BE LAD AT & UNMAM GRADE FTN 100 UNO. AON ARE TO BE CONSTRACED ACCORDANCE TH THE MANUFACTURERS AEQUREMENT, (REFER NOTE") 2. AL PRECAST CONCRETE PPES aN TO MANUFACTURED CORD vith As se {STORMWATER PPES SHALL GE THE FOULONNG CLS ‘1 RENFORCED CONCRETE ES (RP) = CLASS 2 {32 aPWC 006 OR GREATER = GLASS ‘NB, 33 ‘Siow APES = CLASS ‘st 9, AL GG PES TO HEE FUNDS UN Sb Ss = AER EN OL 3 Rc Eo OF GATE = FS 1 STOMA TES BY INUAAIE CORSLTANS 0 cuss ‘Hu “LST SM MAD FED CALY/METS w acconnece WI AST AND AS ESOHEED WELOR 1 MMM ELD METS >| DE — SEP ROS 112 MANHGLES 0 50-80 OBE = STEP ONS. 3, MANHCLES > OEEP = FED ACESS LAER CLSEMRS lr OM, UPHE UN. AND LAD AT A MINMAM CRAZE FN, SLE ky NK tN EON 13%, Gsm Dk 08 LESS CUS 12 LIER HAL ABOVE GROUND AND IERNAL WATER SUPPLY FPEWORE. TOBE THE 8 OPER 's HATER SERVICES ARE NOT PEMITED N GROUND LABS AND AL AAINS AND CONNECTIONS SHALL BE WATE ABOVE THE SLB 'LFRE HVORANTS ARE TO SE STALED ARE TO BE RSTALLED ACCORDANCE WIM ASZA8 HOSE REELS ARE TOE NSTALED WN ACOCRDANCE WT ASz4e CLEAN-OUTS, WSPECTIN OFENNGS AND CLOSNG CAPS SMUATED N ‘EMCULAR OR PEDESTAN PAVEMENTS ARE TO OE FTED MTH ETHER BRASS OF CAST-IRQN COMERS. TALL N-GROND VALVES SHALL BE M ACCORDANCE WM APPROVED CONGRETE Pa Goes. ‘ALL MASTE PES AND WATER SERMCES PEXETRATNG SLABS TE YGAPPED IAN APFECIEDFLEMBLE JONT ONT WRAPPNG. HE TEW SERVOE REFERS T THE MMM TERIAL PE DAMETER UNLESS NOTED OTHERS. SUE. sy PPE key. aT asm srw Enc NRE ONAL DISTNG SEWER MANKELE EINE ENT CECT FT EGR BISING ENCE oF aTLMEN KC BISING RE NSL Nena Suerace FA Re WKN TP Lsra pt Ep EECRCAL POWER POLE He DISTNG HERING RAFAL oor anor [FOR APPROVAL DO NOT SCALE FROM THIS DRAWING * STORMWATER MANAGEMENT LAr 30-32 James St, Noosaville ea a 703.845 | Se, 7 [31026-SWt.1 ‘A
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