MCU22/0201 Application For Material Change Of Use For Car Wash And Food & Drink Outlet At 34 Elm Street, Cooroy (Deferred From General Committee Meeting Dated 12 August 2024 Item 5.1) · Attachment 2 - MCU22/0201 - Proposal Plans

CTS oe re = is ae os | tenemos = —————— aes GENERAL NOTES: ——e ee esas a a ean ete ante a te ot ed \* > This drawing is preliminary and only to be used to demonstrate the | ——— adequacy of the Hydraulic design for the Car Wash operation only. wd Further documentation (during the construction drawing stage) will specify a = eee | >. all pipe sizes, venting, invert levels etc... Footpath I: 7 =<. Do not scale the drawings. 2 Aes: iN usay All works shall be completed by suitably qualified trades people with oe we a ts ae a waht current licence and insurance cover. “ews Eo ua Cone cone, ara af — EWs-—— Ew. EWe+—— EW % oe The Plumbing Contractor/Builder is to consult with the Cwil/ Structural roe oe bid aa, Sin ma ra Engineer regards to all excavations & placement of all below ground tanks // — | ae < Existing Bus Stop & drains to ensure the integrity of the building and the foundations are not arpa 3 vi 51°59 se compromised due to excavation within the zone of influence to any Es a conc F cae wu ise 4 structure. S| 24 All works are to be constructed in accordance with the standard sewerage UP. |FSL 103.30} aes ee & Water Supply Laws 1998, National Construction Code (BCA), AS 2149, _ so Ls cas ae ae. + AS 2441, AS 2444, National Plumbing & Drainage Code, AS 3500 Parts bon Wat FSL 103.15 ea ai 1-4, all other relevant Australian Standards & local laws. a ————— es (ate nena, The Builder/Contractor is to check interpretation of Bylaws with Council. 4 Ne, 4No. 3,90 re MIN Reclaim its The Builder/Contractor is to verify all surface levels, invert levels & cover i ny o 2’ Pre-cast concrete Reclaim Pits to be cast under the paving oo over waste drainage lines are correct & obtainable before construction oe St / | ‘slab complete with 2 No. Class ‘D" heavy duty cast iron (or commences. ae in HI e/ ee The locations of any existing services shown on the drawing/s are in Auto Bay 1 Somos {9aS light tratficabie access covers. , EE ae i | approximate only & have not been verified. The Builder/Contractor shall Seating Area itiamall GD mG PRAY 4 verify locations of services before commencement of work. The ech as ; ‘# Qi, % a CWO a GO me ID GVO a GYD se GW i WD mMGWYD mG a Vac Bay 1 Builder/Contractor shall not work near these services without personal A We ri supervision or the written permission of the Relevant Authority. sal cf Xx || 2,000 Litre SilLP 1X) 9. All pipes laid underground in landscaped areas are to be a MIN of 400mm I Silt Pit RL 9° 109.75 Ol to the invert level & shall be MIN 100mm @ UNO. TW) i 10. Water service pipework sizes shown as nominal bore. Any alternatives i sit pit complete HD. grated cover | - 2? used must be equal or exceed those shown. SSS 11. The Builder is to ensure that all services Contractors co-ordinate together San Qiy vy a before commencing to determine the correct construction sequence. a \ if | 12. The Contractor is to provide ‘As Constructed’ documents to the in ! iff | t Superintendent on completion of the contract. bs ay 2 i b> SI <| 43.The Contractor shall allow for the supply of all labour, materials & plant A 4 ce c N Vas ZN necessary for the installation, testing & commissioning of the works as : lig es WO mW / Take Auto Bay 2 GD ma VD mG SH Ss Vac Bay 2 described on the drawings & in the specification. The works shall be <= Us We i complete with full allowance for all minor & incidental items required 3 Away , jj 2,000 Litre SiltP — 4 though not specifically mentioned or detailed. The Contractor shall also | Food & Drink ¥ WW Silt Pit RL, 109.75 aallow for all work required to make good. a mm Pe =< Pre ca cet Recycling pipework as per a 2 | 14. All materials shall be new, proven in service & suitable for the intended i Outlet U E Pe. A ‘silt pit complete future Carwash Equpment purpose. i H.D. grated cover. ‘Suppers drawings. 3 15. Testing & commissioning shall be carried out prior to practical completion i} < 109.80 a == at A Pil oT Drainage to clearly demonstrate & record that the works efficiently meet the { N BI! tt lll “ = Pit / specified performaces & have been successfully commissioned as a Nk SS 4 I FFL 109.08] arenes) oS Secure FFL 109.95 in) \ 4 complete & integrated installation. Po te ‘I aug é / y Ys Og Storage 0 mm an wo 20,000 L SITE SPECIFIC SEWERAGE NOTES: ls 4 Ke x TD Room i, Vac Bay 3 / / 7 «|| 5 Re LMIN Bes nit location as per N \o 1 The equipment for the treatment of liquid trade waste is to be kept clean 1 es rr ye [} Cat Wash equipment digs. x! “a: and maintained (by ongoing removal of accumulated material from o 1 }e. x Lx oss fare Separator Treatment Capacity = channels, silt traps and coalescing plate packs, and timely removal of ouc Store Room E->N Lon SSS Water Retention 7,200 hr MIN. Note: 2 No. Electrical accumulated solids from Silt Pits, Reclaim Pits & the PewtroV/Oil i) Store Room pisses \\Roof Water WC 150mm FW O Grate within i v Detention Tank diaphragm pumps mounted above floor 30 Heig Bar Detention T: as. bunded area. lt aA Interceptor Pit by a licensed liquid waste contractor etc) in an efficient ae y si 103.70 delivers oily waste water from Holding Pit to oe | condition to the satisfaction of the Relevant Authority & must not be ar Drainage Ny : aral eee = ~ I above ground mechanical oil water modified without approval in writing of the Relevant Authority. ao Laas te, ‘separator to be connected to waste oil Spillsfeaks should be cleaned up using dry cleaning methods. Pa ae Is) container & disconnector gully. Alll liquid trade waste from the Auto Wash bays shall pass through a aC == 3; SS aS AS OS AS SS HS s—= Treatment system to be in accordance with series of Reclaim Pits (4 No. 4,000 L MIN). Effluent water from the © { : a om local Council & Water Authority Guidelines Reclaim Pits is to pass into the Petrol/Oil Interceptor Pit (4,000 L MIN) i Disabled ® Qu for Trade Waste Discharges. ie | 8 Wash Bay 1 Oil/Water Separator to be located ina and then be discharged to the sewer property house connection drain ‘s! x > WC El point. FFL 109.12. i Eg Y bunded area. Each Dog Wash tub is to have a hair trap installed. The hair trap/s shall oy UTIL Te —eo—oe bom ! FSL 109.75 be cleaned on a regular (weekly MIN) basis. | a N Adx} are ore hs) a Sf Animal droppings, litter, etc. shall not be disposed of into the sewerage \\Roof ~<a . system. ts 15 ibon Ts ms me) SS mS am S 11,000 Litre MIN lolding Tank All pumps, reclaim suction lines, conduits, venting, filters etc... are to be e@ ci To be cast under the slab complete wih 2 Pe ee New Sewer, ie Sa No. Class ‘D" heavy duty iron (or other installed as per the Hydraulic Engineers, Manufacturers details & Car ev? A= re ‘approved cover) gas tight ttatficable access covers. Wash Suppliers specifications. These are all to be specified during the + construction documentation stage. ay Man Hole 5 eS om —S oS om: Extension risers for Reclaim Pits or the Petrol/Oil Interceptor Pit shall be ‘t 1S made to fit the unit to the exact depth shall be 300mm MIN high. | Ve It is recommended that back flow prevention devices be installed in # oF asheBay 2 { applications that are at risk of having sewerage backing up into them. ud 7. | al ( Oralgage, Q2 *, rs aa 70 a Gon mm 6M a 0 oa im. I ooo moe e Le eae ——S ae: Y %, 2,000 Litre Sj it le Silt Pit RL 109.70 3) = LEGEND = ete sit pit complete & Drainage a ea iz H.D. grated cover. Pit OF: 9 er og — Domestic Sewer Drain | I ne 3 Ut x Wegsh 1 ‘Wash 2 - 1 Se Hf Ny = 3 —CW0 WO 100mm © Trade Waste Drain- HDPE Is RIAA be -—-—_- —__- _. @ Be 1%, Super Bay 1 FSL 109.7! = meee — -— Recycled Water Pipe Wz Dog Wash unit 2,000 Litre Silt Pit 3 & complete with hair Pipe up m lz 4 Silt Pit RL Top: 109.60 CWO ma WO G10 GVO GD G0 age 0 a trap (2 places). | ie 1 Pre cast concrete sit pit complete 2 «4 \° lew Sewer tl ——— Flow direction with H.D. grated cover. , 14 i 3 S 6 jan Hole | —e Inspection Opening Surface li ene TD e <2 a i} TT Tundish — —— KO cs) FWG ao Le HII bi I Floor Waste Grate = ch ) A oe f i8 Drainage | se oe Pit le Reflux Valve | ee SO = SupersBay 2 # i= = =) 8 70h }>| Pit + Co) Drainage se Overflow Relief Gully ‘1 A ef | = Pit 2,000 Litre Silt Pit is a Silt Pit RL Top: 109.60 WommcvommcrOmmEino mci mci mi} ma al e 3) g: Drainage Pre cast concrete sit pit complete Disconnector Gully Cc) in Area Pit with H.D. grated cover. [eo |" Raped aye! o z! xt Existing surface levels ie \ az, oS Ewathe > nwali sr a: Say: we buadhifl wis aceon tnperiny A] a Finished surface levels New 2 ee. cs. - WT | | Se ET Ta Wea a 4 me * ae a a LT Sa 4 OER vith’ oT. tei He + a Wr ay Se a ae ee Bets - a be 5 aa + mae * WARNING: Authority Sewer Connection Point Ce re i A 44 Es t aes * Sine ea po tae +s * ast amt , ite hse a nk Fe aS ee ane av ee a aot SERVICES LEGEND The existing services shown on sD a7 eoiae a Be See = 4 enti [i a, role aie cae te «* Sy this plan have been derived 200mm wide x 150mm MIN deep SD anes Ey either from field survey or plotted Overspray strip drain to drain into ‘Pipe I. ) if fe) ES ee ES me ES me Existing Sewer Pipe from records of the relevant Up’. = a | ie ad a authorities and no guarantee is x _ Existing Stormwater Drainage given as to their accuracy. It is a ue 3 A ro) the responsibility of the Stormwater Drainage Grated Pit, Junction Pit & Grated Strip Drain as Eee Eee Ee Ee Existing Overhead Power Lines contractor to verify on site the = per Civil Eng dwgs. location of all services prior to GD the commencement of works. — ew — Existing Water Mains Pipe PRELIMINARY SANITA DIAL BEFORE RY DRAINAGE LAYOUT PLAN YOU DIG —_— NBN —— Existing Telecom Cables SCALE 1: 100 www.1100.com.au © TNC Building Design Group 2023 © Design Copyright These drawings may not be copied in whole AT: or in part without the written consent of TMC ISSUED FOR PLANNING APPROVAL 34 (LOT 4, 5 & 6) ELM STREET, ae, eee NOT TO BE USED FOR CONSTRUCTION PURPOSES PROPOSED CAR WASH + 4: Additional On-Site Retention/Detention Tank added Building Design Group. Any changes COOROY, QLD, 4563 20-12-2023 | proposed by the Client, Council or the TMC | Building Design Group relevant Planning Approval Authority shall TAKE AWAY FOOD & DRINK Design Additional Reclaim Pit added. STW pits updated. 10-05-2023 0 1 2 3 4 5 10M P.O. Box 3494, Mornington, VIC, 3931. Phone No. 0416 114573 be reported to TMC Building Design Group FOR: CHRIS KING & JOANNE HILL E:mail- [email protected] Issued For DA Planning Approval 29-3-2022 authorisation prior to said changes being OUTLET Issue: DESCRIPTION implemented. SCALE 1 : 100 AT ORIGINAL SIZE DEC 2023 The peak body for the TC 20 Dec 2023 9:35 PM - T:\TMC\\2020\20-032 Chris King- Cooroy, QLD\20-032 DA Rev F.DWG building design profession Designed: T. MICHAELS Member Sheet No: H1 of 1. JJob No: 20-032 DA —= - ——