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

SITE ANALYSIS —= —— SS ee eee —— TIS ---------- BUILDING TYPE - CAR WASH AREA ——= Existing Power + 4 a “Existing ELM STREET. Existing Light Pole « a= + sm Pram Ramp Super Bay - GFA 185.6 M?* Exsting STW a Po Side Entry Pit one mor} Bs ey Te ae a4 LP Self-Serve Wash Bay- GFA 86.5 M?* 2 Existing Conc Footpath 44 as “ ai + tras rear <<) +4 aa <8 New 2.0M Conc Footpath- with Coyfnoil standard details we oe oat -s a ts a4 a Saw tee <4 ‘A sd: ena at Auto Bay - GFA 96.6 M?* a Se a2" 44 sa Existing Bus Sto S50 2.8 M* 59' WC (in Car Wash Plant Room) - GFA arpa ams Site Boundary 46.262M, 351 « conc «4 “8 mY) Take Away Food & Drink Outlet - GFA 31.5M? Exist ned 35 /* “ ai ss ——— ‘UP! aay 8.1 M? =a ‘Setback Public Disabled WC - GFA fe ta of \ | 5 Take Away Food & Drink - Seating Area 30.0 M? 14 aa fe ye at Soa eae 8 ela Ee 4 150mm high Conc Kerb Shaded areas indicates _-— | | a i ni Dotted area indicates extent of Bin Fenced Areas St Auto Bay 1 site Landscaping. — [_ new Sign fi Shaded area indicate the + = ‘2000. Toad widening area. The extent 96.6 M? extent of the lower A\ i a & material TBC with Council to Pedestrian Link Footpath Area Existing lo Bay! id 7B Widening future design. Power + ‘Seating Area [/\ PVC canvas shade Entry Canopy roof. 1 Pat | Council 'Road' Dedication Area 80.4 M? Light Pole ‘Auto Wash ay i Eve) — —— Exiting STW oy & areas over seating Y ay station. RollerDoor. Shad Entry Pit Ei zone. sl! U the extent of the Site Coverage (ie: Total Roofed ae Steda eel 845.0 M* ~~} | ‘Shaded area indicates approx. y Vacuum Bay/Dog Wash tr ting STW wl I Ia roofed area. land Junction Pit iy io extent of retaining wall. i i ere <a Vac Total Driveway (Non-Roofed) Area | zea0 mM? TP 108.99 a Ou my Sait a ess a 3 \ af cluding Pedestrian link 228.0 M? Elec Pit Existing i Total Landscaped Area g road widening areas 5 t ( I f Site Area 2,014 M? fp It AWS ea == NLA Vac Bay 2 Hatched area indicates Existing Elec Queuing area for Pa i uto Bay 2 l ill it Ny | extent of new bitumen Effective Site Area * 1,837 M* ‘Substation Take y ‘Auto Wash I q Existing B3 conc kerb Existing ((] Auto Wash Bays ay station. i i} AW Roller|Door. roadway. The extent TBC = Pxstog] Away = with Council to future Car Wash Roofed Overall Site Coverage 42.0 % <] vy | Food & Drink Y — eam design. aw Outlet a Te aa Driveway j I Car Wash Roofed Effective Site Coverage* 46.0 % (2) eee = = =] | 4 Kerb | — iT at Drainage tt il atin, Pit | Landscaping Effective Site Coverage * 12.4 % |_1500} | it KY . [+] azz 222TH) Secure Zz: I {I aS __ Storage Plant OL IMPERVIOUS AREAS 4 ie 0 «| x Room 1p Vac Bay 3 1 N of Ss > }! al Pre Site Development * 1,414 M* i pn ot SN ea x] (Includes Building Roofed + Driveway Areas) =77% >) Bl [O} WS ra sl Post Site Development * 1,609 Mi ( 4 r- Store Room f/ él = 87.6% “Z bt Af (Includes Building Roof + Driveway Areas) ay Store Room Pe SISSIES & wc Oil/Water AS Contribution to Stormwater Discharge Post Site 764.0 M* < leignt Bar’ U Separator ie Be! Development * $ (Excl. Building Roofed Areas) =4N.6% Sa (a) 12 ad Tae Diginage bo. Therefore, the proposed development will have a 35.4 % =) Pi “Roof Ouiline Overy Hatched area indicated reduction (650 M? of impermeable area less than the existing a Sore upper level Plant Ro site) in overall site stormwater discharge due to the proposed — 4100 SS _ 11200 Pex Lo ae ol roofed area. n underground 2 No. 20,000L Stormwater retention tanks and isabled | ol Wash Bay 1 Z\N large roofed area connecting into these tanks. WC # “Effective Site Area’- the overall site area excluding the <|\ Painted lines define extent VY | 2x! a of waiting car parks or traffic Coun ‘Road’ dedication area and ‘Footpath’ allocation. lane markings, typical. a} ie SA All site areas listed with an * are based on the Effective | (era Site Area as described above. 1800. a This figure represents the actual contributory Effective ewer, LS) -_ = or ie Site Area that will be discharged from the site (ie: only the = ole je _- po st I driveway hardstand area) since all roofed areas will be Directional arrows & text depicts connected to the oversized (double capacity) underground fod Wash Bay 2 water tanks and this rainwater will be used in the car traffic flow for vehicles entering 7 washing process. Therefore this rainwater cannot enter the various car wash areas. Sl Shaded area indicates Se na into the Stormwater system and hence it is excluded from Bt | extent of the Car Wash main building roofed areas. all Stormwater calculations and the Post Development cs 3 17000 | impervious contributory area. This represents an ~35% improvement (reduction) in site stormwater discharge ares 5.11200) aS | 3500 Drainage o 1 Post-development. Pit D pe eed | g 17490 6250 ht} = | Driveway LI 1) ~ 15000 |, Ser Bay 1 le is New driveway to be installed as per Council (a ence Standard Drawings for Commercial driveway. 10 be ae New Sewer 40 Man Hole Standard approved No
5	1	503	1	1	4	3502	2156	42	19	52	Entry sign to face roadway, with Exit Sign to face carwash. Signs to be placed on the sai ne sign post each side of the driveway. |__|" Driveway ae = jas Te S| TT ——— ad 2.1M high Colorbond or Drainage | oe timber slat Fence & Pit & Shaded areas indicates site Super Bay 2 ‘Swing Gates to Bin Area. Landscaping. Connect to existing S “9 rt Drainage pipe via new Access Pit Chamber Pit in ot Drainag 45 a Shaded area indicales approx. L accordance with Cour Ui extent of retaining wall. Standard drawings. | Bin Area wa ini || 2 Ne: = 150mm at Cone Kerb Existing STW A ——— mr |1200| /7 Side Entry Pit lV Ffeat sa |__| m1 Now 20M a a sxEG a we s us 7 — <a viet Soe R EAS) Existing Sewer Man Hole- TBC. Fe tes 4 Me a 7A Link f Mn a4 ee tr as a ae PROPOSED sTw aes as rake. in ayes + ws «* SS SS re ie. * ee Pa era a ——— 7 108.32 Tel Ne Existing Brick Fence -1.5M high Existing Brick Fence ~1.5M high Pte U Rl Existing Brick Fence ~1.5M high Site Boundary 50.286M, 171° 59' 19400 ~14600 CAR WASH Cexon 16300 -—— -_----— i Exsting | eee No. 5 LAYOUT PLAN Bitumen Car Parking 1] Asaptoc v4 LOT 2 ON SP 248165 LS fi! OS SCALE 1: 100 \| a Additional On-Site Retention/Detention Tank added 20-12-2023 ‘© TMC Building Design Group 2023 Bulking roof lines updated & extended. Take-away outlet window/doors, © Design Copyright AT: 34 (LOT 4, 5 & 6) ELM STREET, ee, “eee dimensions, Site Areas & Drainage pits updated. Additional Reclaim Pit added. 10-05-2023 These drawings may not be copied in whole ISSUED FOR PLANNING APPROVAL PROPOSED CAR WASH + External Footpath updated to be 2.0M MIN wide in Opal + Elm Street. COOROY, QLD, 4563 4 Issued For DA Planning Approval 29-9-2022 or in part without the written consent of TMC NOT TO BE USED FOR CONSTRUCTION PURPOSES TMC | Building Design Group Building Design Group. Any changes Design Issued For Noosa Council Pre-Lodgement Meeting 2 5-07-2021 proposed by the Client, Council or the TAKE AWAY FOOD & DRINK P.O. Box 3494, Mornington, VIC, 3931. Phone No. 0416 114 573 Issued For SARA Pre-Lodgement Meeting 16-2-2021 relevant Planning Approval Authority shall FOR: CHRIS KING & JOANNE HILL E:mail- [email protected] be reported to TMC Building Design Group Matters Date: DEC 2023 Issue: Issued For Noosa Council Pre-Lodgement Meeting 19-1-2021 OUTLET ‘The peak body for the Scale: 1:100 (A1) Sk:1 Issued For Initial Comments 26-11-2020 authorisation prior to said changes being Drawn: implemented. T. MICHAELS Designed: T. MICHAELS F TC 20 Dec 2023 10:35 PM - T:\TMC\\2020120-032 Chris King- Cooroy, QLD\20-032 DA Rev F.DWG Member Sheet No: 3 of 9. hr Sr ee — = ea Te