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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
Plans and drawings: the text below has words only, no drawings.
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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 TePage 4
-——_— - ———_ - —— - Low-Level Eaves Gutter #2 -—— ee ee Site Boundary 46.262M, 351° 59' ee Me eRz SS Wie i? es Se cnt at ahi Ce PT 5 a - —_————— Roof Outline er Sek Fascia Truss Under Ue os 4 Ze: LESSOR Lo Sf Se & p= 4 — Teil SS ae fea ne = _—— es ee fnnecEne SO eee ul ii Hatched area indicates the approx invas extent of the sloping Seating area ia lope PVC canvas shade roof. =a Se a ee ea rd Al 7 Ie Foe st {ft l L | Sr Sap Tate Lower Roor Tt Bs aaa ras hh ——— SS Iw a me niry nopy Roo Pil ys | fh Middle Roof — T___Middle Roof ___ ns Y’ ee —— -Auto Bays —Auto Bays. El Fis — — ——| 2° Roof nat Slope 17 oof Slope | Under a mama ss 5s x= eee = oe — SSS Se SS a SS y mais ne] SS ai nana! a a Din ae do SESS =) Out neO Sh b—___Fasoa Truss Under | ars a eee 43 — — | 4s R v eters eee ae ke-Away Roof} | ae Gat ze TZ Roof Slope || SSS ———SSSSETe 28 Qe gc —h (Auda BB ad Se ——7 as — —}f vet) Pta Pam se Ba att 1 | Se eee —h Sf] fl quemmemeniesss = 1.0" MOPS SN es ee ou ——| —i9i q peepee ‘Low-Level — ——S eet re to Eaves Gutter #3 00! lop I ot EO —h Pseteo nT] << oe See leaves Gute = SS = Fascia Truss Under as ae nS DRAINAGE LEGEND =i vY Roof Outline Over |= eh ‘Upper-Level 1D —f Eaves Gutter #1 ——_ SSSSSS=_=_==>SS=—s _p— SEES e Sk Down Pipe =i dp (U)= Upper Level Roof I, Esse & Set ees 13 dp (M)= Mid-Level Roof =H 1° dp (L)= Lower Level Roof — ES Se le a NOTE: Refer to the future Drainage/Roofing gees 9 I= Specifications for all down pipe, sump & overflow sizing. == Satay EE {2 pS —EEE SO rer Fascia Truse-Under- -_ — Is aa ee = Real Ouiine Over —_— e¢! CS Ss ee _t -—- QO! a Sa > Oo eee ST EEE SS ee SS _ ee CNS —aMnseEetwSrs << S Sa a a TEES a OO eS eae SSS eee ee > we -——.-— => — a Site Boundary 50.286M, 171° 59' PROPOSED ROOF LAYOUT PLAN SCALE 1: 100 | __ |© TMC Building Design Group 2023 © Design Copyright Ee ne These drawings may not be copied in whole ISSUED FOR PLANNING APPROVAL AT: 34 (LOT 4, 5 & 6) ELM STREET ee ee pp or in part without the written consent of TMC NOT TO BE USED FOR CONSTRUCTION PURPOSES PROPOSED CAR WASH + COOROY, QLD, 4563 42 Building Design Group. Any changes TMC | Building Design Group De [| waweemnaran [oma proposed by the Client, Council or the TAKE AWAY FOOD & DRINK Design relevant Planning Approval Authority shall P.O. Box 3494, Mornington, VIC, 3931. Phone No. 0416 114 573 Te [rar tn anon a cis | oma | be reported to TMC Building Design Group FOR: CHRIS KING & JOANNE HILL Matters E:mail- [email protected] Issued For DA Planning Approval Ea authorisation prior to said changes being OUTLET = implemented. The peak body for the Sheet No: 4 of 9. |Job No: = 20- ico No: 20-032 DA DA| F TC 20 Dec 2023 10:35 PM - T:\TMC\\2020120-032 Chris King- Cooroy, QLD\20-032 DA Rev F.DWG res errsPage 5
‘Cooroy EcoWash open 5am - 10pm" text sign to be 12° Colorbond corrugated roof ~4.2M x 1.0M, ~300-600mm high text. Text to be & gutters to Auto Wash ane fixed to the fascia truss. 1o Numbers indicate colour type of the LA ane material, refer Color Schedule. ZZ ce ogi . Timber battens fixed to F.C. 5° Colorbond corrugated roof sheeting & R gutters, with feature beam perimeter. arr ct tim: clad fascia trusses, typical ‘5° Colorbond corrugated roof & gutters to Auto Timber battens fixed to F.C. clad ©) eee ® Mid-level shade sail connected to 12° Colorbond corrugated to end fascia truss. \ = Bay Entry Canopy. building, refer Sh: 2-3 for locations. roof & gutters to lower WL level roof. TT be (Cooroy EcoWash 11) 4) lopen ney opm Gutter Fascia 11) ‘Timber battens fixed to F.C. 3) Cots a4 clad fascia trusses, typical. Shade Sad @) aa Di BT oh} e3 Wr Fascia Column ite NGL —== i Vi AI Cau uw AWW WW" f' {\ {\ Mi QY ots HN tks (a Aart ia Oe Yas am We en ee Way | vw AW WY rT may i fat Se --y- = eases eek ae &, = & 5 Cots Cots ee ~-~---~ ——— as wi NGL & Dashed line indicates approx: ‘Dotted areas indicates concrete panels Landscaping as per location of the existing surface level. with lower level profiled fillet rebates cast Landscape Arch dwgs. aE & into concrete panels where shown, Solid dark line indicates typical. finished surface level, typical. Dotted areas indicates concrete panels with WEST ELEVATION lower level profiled fillet rebates cast into concrete panels where shown, typical. VACUUM BAY STRUCTURE, CAR WASH BUILDING + TAKE-AWAY BUILDING “Super Bays" sign to be ~3.0M x 0.6M, ~500mm high text. 7 [imicer sera 12° Colorbond corrugated roof Concrete Panels & gutters to Auto Wash Bay & ‘Cooroy EcoWash" sign to be ~3.4M x 0.6M, ‘Bay #" signs to be ~1.2M x 0.5M, ! White- Lexicon * Plant Room roof areas. 400mm high text. “Touch Free" sign to be ~3.0M x 0.5M, ~500mm high text. “open 5am-10pm" sign to Cantilevered roof over fascia trusses as Numbers indicate colour type of the ~450mm high text. ‘Auto #* signs to be 5° Colorbond corrugated roof ~2.4M x 0.35M, ~ 350mm high text. per Wash Bay Sections. material, refer Color Schedule. Concrete Panel Capping | 3 Light Grey- Shale
5 1 147 1 1 4 4103 1190 51 24 93 Grey # ~1.2M x 0.5M, ~400mm high text. & gutters to Auto Bay Entry S| Timber battens fixed to Canopy & Vending area roof. Timber battens fixed to F.C. clad (Q) Fascia Truss Cladding Black painted cladding with fascia trusses, typical. Aluminium Timber look Slats over fascia trusses, typical. ATT | | = ON a en ern re seas] 600 (9) 600 is Columns/Beams Black - “Night Sky" # cee eM ATT | il Ill @) coorey Bias Light Grey- Shale
5 1 178 1 1 4 4103 1358 51 23 93 Grey # oor a Fascia Doors Black - Night
5 1 183 1 1 4 4052 1405 39 24 93 Sky # { TA Terr a FREE MAuto 2] La Windows Framing Black - Night
5 1 188 1 1 4 4052 1452 40 23 89 Sky # (5 Fascia ieee Roofing Sheeting & Flashing Light Grey- Shale
5 1 193 1 1 4 4104 1502 50 23 93 Grey # Z| Column, Auto 2) 2 | | 10. Off White- Surfmist Wash 2 ' na a 1) Wash Bay 1 8 Super Bay 1 Super Bay 2 Ceiling Lining Sheeting fH Column Column 6) Wash Bay 2 het Palpoany |e 1) O) Gutters & Fascia Purlin W Black - “Night Sky" + p= sa et i aS a FSL 109.85 FSL 109.85 FSL 109.80 ® FSL 109.80 BIZ Wash Bay Internal Panel 12. Off White a | TPS 109 as aa ----- 45+ eens 109 29 ~48) = =e pc a saline oan i aan ass bana ~~~ + Footpath 13, Landscaping as per Column coe Dash cates finished floor level ‘Steel column with lower Solid dark line indicates finished Fence cladding Black - Night
5 1 259 1 1 4 4053 1687 47 24 95 Sky Landscape Arch dwgs. ‘Aluminium glazed window of the Secure Storage Room beyond. panels, typical, level concrete panel beyond. pavement level. PVC Canvas Shade Sail Silver Change machine. re ‘Dashed line indicates approx. SOUTH ELEVATION Metal clad security door. Dotted areas indicates concrete panels with lower level profiled fillet rebates cast location of the existing surface level oe a CAR WASH BUILDING into concrete panels where shown, typical. # Colour has been taken from the Colorbond steel range. * Colour has been taken from the Dulux paint range. 12° Colorbond corrugated roof 1 & gutters throughout. ‘Timber battens fixed to F.C. PVC shade sail canopy clad fascia trusses, typical. roof over seating area. Perforated screen to WC Cooroy EcoWash BAYS Soper Bays BAY, 1s open Sam - 10pm (for ventilation), — we BAY eed Shade: Sai oe Walls Predominately painted concrete panel walls with windows, TOUCHE aluminium timber look feature Slats & panel rebate areas. The concrete panel along the eastern boundary (facing the 4 iT Wd 11) Bowls Club) to be a full height painted mural in consultation (SH HEALTHY BITES AWAY. TAKE 2.1M high Colorbond: Col | Cots Gutter fence around Bin Area with Council & Bowls Club. 5) eg] (4) a3) Steel deck roof pitched between 2°-12° to all building areas. Bin Area Seating Area Fascia TH Roof | Canvas PVC shade sail over Seating Area. . rey ae 4 aa i pena een Pages ee pe) a 1a foe oe vi ge y © MT Painted FC panel cladding with, feature aluminium timber slats NGL 4. wy Wy AY a4 ts ea] FEE a ee ERY ¢ Fascias | fixed to fascia trusses as shown. ono 18 B & aa Pe ] ees] a bc Sanaa ria ae] Driveway ‘\} Footpath Ce — —— = tS eT (We —_ =i Doors Commercial Security door + Soild core metal clad Security ~~ ANGLE door to Secure Storage/Plant Room. S)eots ¢ S)cors Scots & Auto Wash Bay clear roller doors (at exit end only). Metal clad security door. Dotted areas indicates concrete panels SOUTH ELEVATION with lower level profiled filet rebates cast Rainwater | Colorpond gutters & downpipes Aluminium sliding window to into concrete panels where shown, typical. Goods TAKE AWAY OUTLET BUILDING survery area po FO TMC Building Design Group 2028 © Design Copyright pT These drawings may not be copied in whole ISSUED FOR PLANNING APPROVAL AT: 34 (LOT 4, 5 & 6) ELM STREET oe, eee or in part without the written consent of TMC NOT TO BE USED FOR CONSTRUCTION PURPOSES PROPOSED CAR WASH + i [eaepeamirwenan ‘(ain | Building Design Group. Any changes COOROY, QLD, 4563 TMC | Building Design Group 10-05-2023 | proposed by the Client, Council or the TAKE AWAY FOOD & DRINK Design P.O. Box 3494, Mornington, VIC, 3931. Phone No. 0416 114 573 relevant Planning Approval Authority shall ae Pe be reported to TMC Building Design Group FOR: CHRIS KING & JOANNE HILL Matters E:mail- [email protected] authorisation prior to said changes being OUTLET Scale: 1:100 (A1) Date: DEC 2023 Issue: Pe [wat eon aa implemented. The peak body for the Dra) Designed building design profession TC 20 Dec 2023 10:35 PM - T:\TMC\\2020\20-032 Chris King- Cooroy, QLD\20-032 DA Rev F.DWG T. MICHAELS T. MICHAELS Member F ee — — 7 — SS a raPage 6
“Cooroy EcoWash* sign to be ~3.4M x 0.6M, ~500mm high I text. “open 5am-10pm" sign to ‘Dashed line indicates the underside Aluminium glazed window panel. 12° Colorbond corrugated roof ~2.4M x 0.35M, ~ 350mm Numbers indicate colour type of the of the fascia truss beyond, typical. & gutters to Auto Bay Entry high text material, refer Color Schedule. 2° Colorbond corrugated roof & | Canopy & Plant Room roof. 1S Qutters to Wash Bays. NH TMT | i] Timber battens fixed to it u H | i) HUH a 1H] Ht fascia truss, typical. a eee oor UEC LLL nn mM Gutter 1) unt ATTN WU iT iT HIN tm, \> _—— U1 SUE U CULE ELE UUULULEU TUE UCE RU UUUL Waa Cooroy Eco! ————— a Sa a Pte 41 Roof canopy sloped at 5°. Gutter Beam (5) fs | sf Super Bay 2 Super Bay 1 Wash Bay 2 Wash Bay 1 1) aac prngeraee eae TE ey ei ] i fe FSL 109.85 Lie 8) WN) fal} FSL 109.80 FSL 109.80 FSL 109.85 a | Fsi109.85_| | 1© Jrsuiooes + 1H 2 Footpath Se NE Si i oe --+-——--~—-—-—- — —- = ee se ——— NGL ia ae a aaa eeeitcan anne Dashed line indicates finished ‘1? Solid dark line indicates: Dashed line indicates approx. Steel column with lower Dotted areas indicates concrete panels floor level of the Plant Room ‘Aluminium glazed window ‘Landscaping as per finished pavement level. Jocation of the existing surface level. level concrete panel beyond. with lower level profiled fillet rebates cast panels, typical. Landscape Arch dwgs. into concrete panels where shown, typical. beyond. NORTH ELEVATION Metal clad security door. CAR WASH BUILDING a! 12 as a aa — | B22 if » 4880-71 LL ee l= | | aia | 2 1 133 0 0 0 1488 1385 61 17 -1 3 1 133 1 0 0 1488 1385 61 17 -1 4 1 133 1 1 0 1488 1385 61 17 -1 5 1 133 1 1 1 1488 1385 61 17 16 mology 5 1 133 1 1 2 1536 1373 9 33 49 Se 2 1 134 0 0 0 1640 1383 31 23 -1 3 1 134 1 0 0 1640 1383 31 23 -1 4 1 134 1 1 0 1640 1383 31 23 -1 5 1 134 1 1 1 1640 1383 31 23 37 ae 2 1 135 0 0 0 1662 1403 23 9 -1 3 1 135 1 0 0 1662 1403 23 9 -1 4 1 135 1 1 0 1662 1403 23 9 -1 5 1 135 1 1 1 1662 1403 23 9 38 a 2 1 136 0 0 0 2354 1397 77 5 -1 3 1 136 1 0 0 2354 1397 77 5 -1 4 1 136 1 1 0 2354 1397 77 5 -1 5 1 136 1 1 1 2354 1397 77 5 28 pa 2 1 137 0 0 0 1765 1412 90 31 -1 3 1 137 1 0 0 1765 1412 92 31 -1 4 1 137 1 1 0 1765 1412 90 31 -1 5 1 137 1 1 1 1765 1413 34 18 27 a 5 1 137 1 1 2 1818 1412 8 3 7 - 5 1 137 1 1 3 1831 1420 24 23 33 “ee 2 1 138 0 0 0 1974 1402 177 38 -1 3 1 138 1 0 0 1974 1402 177 38 -1 4 1 138 1 1 0 1974 1402 177 38 -1 5 1 138 1 1 1 1974 1402 137 38 32 eg 2 1 139 0 0 0 1525 1439 46 8 -1 3 1 139 1 0 0 1525 1439 46 8 -1 4 1 139 1 1 0 1525 1439 46 8 -1 5 1 139 1 1 1 1525 1439 46 8 38 re 2 1 140 0 0 0 1677 1429 30 36 -1 3 1 140 1 0 0 1677 1429 30 36 -1 4 1 140 1 1 0 1677 1429 30 36 -1 5 1 140 1 1 1 1677 1429 30 36 16 ae 2 1 141 0 0 0 1756 1453 51 12 -1 3 1 141 1 0 0 1756 1453 51 12 -1 4 1 141 1 1 0 1756 1453 51 12 -1 5 1 141 1 1 1 1756 1453 51 12 29 ad 2 1 142 0 0 0 2177 1460 11 7 -1 3 1 142 1 0 0 2177 1460 11 7 -1 4 1 142 1 1 0 2177 1460 11 7 -1 5 1 142 1 1 1 2177 1460 11 7 0 T 2 1 143 0 0 0 2282 1460 71 8 -1 3 1 143 1 0 0 2282 1460 71 8 -1 4 1 143 1 1 0 2282 1460 71 8 -1 5 1 143 1 1 1 2282 1460 71 8 16 oy 2 1 144 0 0 0 1523 1482 25 9 -1 3 1 144 1 0 0 1523 1482 25 9 -1 4 1 144 1 1 0 1523 1482 25 9 -1 5 1 144 1 1 1 1523 1482 25 9 7 x 2 1 145 0 0 0 1662 1470 48 15 -1 3 1 145 1 0 0 1662 1470 48 15 -1 4 1 145 1 1 0 1662 1470 48 15 -1 5 1 145 1 1 1 1655 1465 31 28 17 “42 5 1 145 1 1 2 1686 1465 24 28 0 tor 2 1 146 0 0 0 1761 1474 55 12 -1 3 1 146 1 0 0 1761 1474 55 12 -1 4 1 146 1 1 0 1761 1474 55 12 -1 5 1 146 1 1 1 1761 1474 55 12 9 aha 2 1 147 0 0 0 2024 1463 62 17 -1 3 1 147 1 0 0 2024 1463 62 17 -1 4 1 147 1 1 0 2024 1463 62 17 -1 5 1 147 1 1 1 2024 1463 62 17 28 ee 2 1 148 0 0 0 2358 1479 21 11 -1 3 1 148 1 0 0 2358 1479 21 11 -1 4 1 148 1 1 0 2358 1479 21 11 -1 5 1 148 1 1 1 2358 1479 21 11 41 Bes 2 1 149 0 0 0 1824 1479 31 18 -1 3 1 149 1 0 0 1824 1479 31 18 -1 4 1 149 1 1 0 1824 1479 31 18 -1 5 1 149 1 1 1 1824 1479 31 18 48 aa 2 1 150 0 0 0 1881 1466 28 39 -1 3 1 150 1 0 0 1859 1466 50 39 -1 4 1 150 1 1 0 1881 1466 28 39 -1 5 1 150 1 1 1 1881 1466 28 39 18 et} 2 1 151 0 0 0 2445 1472 13 33 -1 3 1 151 1 0 0 2445 1472 13 33 -1 4 1 151 1 1 0 2445 1472 13 33 -1 5 1 151 1 1 1 2445 1472 13 33 71 | 2 1 152 0 0 0 2732 1483 196 19 -1 3 1 152 1 0 0 2732 1483 196 19 -1 4 1 152 1 1 0 2732 1483 196 19 -1 5 1 152 1 1 1 2732 1483 53 15 90 ‘Dashed 5 1 152 1 1 2 2791 1483 24 15 96 line 5 1 152 1 1 3 2820 1483 63 15 96 indicates 5 1 152 1 1 4 2888 1484 22 18 96 top 5 1 152 1 1 5 2915 1483 13 15 96 of 2 1 153 0 0 0 485 1517 146 20 -1 3 1 153 1 0 0 485 1517 146 20 -1 4 1 153 1 1 0 485 1517 146 20 -1 5 1 153 1 1 1 485 1517 34 15 91 2.1M 5 1 153 1 1 2 524 1517 29 20 93 high 5 1 153 1 1 3 559 1517 72 16 78 Colorbond 2 1 154 0 0 0 1473 1523 62 7 -1 3 1 154 1 0 0 1473 1523 62 7 -1 4 1 154 1 1 0 1473 1523 62 7 -1 5 1 154 1 1 1 1473 1523 62 7 23 ane 2 1 155 0 0 0 1946 1515 26 9 -1 3 1 155 1 0 0 1946 1515 26 9 -1 4 1 155 1 1 0 1946 1515 26 9 -1 5 1 155 1 1 1 1946 1515 26 9 0 2 2 1 156 0 0 0 2122 1506 59 31 -1 3 1 156 1 0 0 2122 1506 59 31 -1 4 1 156 1 1 0 2122 1506 59 31 -1 5 1 156 1 1 1 2122 1506 59 31 14 i 2 1 157 0 0 0 2184 1482 164 47 -1 3 1 157 1 0 0 2184 1482 164 47 -1 4 1 157 1 1 0 2184 1482 164 47 -1 5 1 157 1 1 1 2184 1482 164 47 25 et 2 1 158 0 0 0 2732 1506 163 20 -1 3 1 158 1 0 0 2732 1506 163 20 -1 4 1 158 1 1 0 2732 1506 163 20 -1 5 1 158 1 1 1 2732 1506 62 20 96 driveway 5 1 158 1 1 2 2800 1507 33 17 96 kerb, 5 1 158 1 1 3 2839 1506 56 20 96 beyond. 2 1 159 0 0 0 485 1541 157 16 -1 3 1 159 1 0 0 485 1541 157 16 -1 4 1 159 1 1 0 485 1541 157 16 -1 5 1 159 1 1 1 485 1541 38 16 96 fence 5 1 159 1 1 2 528 1541 48 16 96 around 5 1 159 1 1 3 582 1541 22 15 96 Bin 5 1 159 1 1 4 609 1541 33 16 96 Area 2 1 160 0 0 0 714 1541 20 15 -1 3 1 160 1 0 0 714 1541 20 15 -1 4 1 160 1 1 0 714 1541 20 15 -1 5 1 160 1 1 1 714 1541 20 15 59 13 2 1 161 0 0 0 1348 1550 16 12 -1 3 1 161 1 0 0 1348 1550 16 12 -1 4 1 161 1 1 0 1348 1550 16 12 -1 5 1 161 1 1 1 1348 1550 16 12 38 i 2 1 162 0 0 0 1952 1525 128 19 -1 3 1 162 1 0 0 1952 1525 128 19 -1 4 1 162 1 1 0 1952 1525 128 19 -1 5 1 162 1 1 1 2036 1527 44 14 26 3 2 1 163 0 0 0 2402 1506 56 43 -1 3 1 163 1 0 0 2402 1506 56 43 -1 4 1 163 1 1 0 2402 1506 56 43 -1 5 1 163 1 1 1 2433 1506 25 43 0 ] 2 1 164 0 0 0 1611 1578 21 10 -1 3 1 164 1 0 0 1611 1578 21 10 -1 4 1 164 1 1 0 1611 1578 21 10 -1 5 1 164 1 1 1 1611 1578 21 10 31 =k 2 1 165 0 0 0 1616 1559 67 15 -1 3 1 165 1 0 0 1616 1559 67 15 -1 4 1 165 1 1 0 1616 1559 67 15 -1 5 1 165 1 1 1 1616 1559 67 15 62 7 2 1 166 0 0 0 543 1581 56 16 -1 3 1 166 1 0 0 543 1581 56 16 -1 4 1 166 1 1 0 543 1581 56 16 -1 5 1 166 1 1 1 543 1581 56 16 39 WITTE 2 1 167 0 0 0 1348 1594 19 14 -1 3 1 167 1 0 0 1348 1594 19 14 -1 4 1 167 1 1 0 1348 1594 19 14 -1 5 1 167 1 1 1 1348 1594 19 14 39 ize 2 1 168 0 0 0 1763 1583 31 13 -1 3 1 168 1 0 0 1763 1583 31 13 -1 4 1 168 1 1 0 1763 1583 31 13 -1 5 1 168 1 1 1 1763 1583 31 13 58 “ag 2 1 169 0 0 0 2831 1550 106 45 -1 3 1 169 1 0 0 2831 1550 109 45 -1 4 1 169 1 1 0 2831 1550 106 45 -1 5 1 169 1 1 1 2831 1550 106 45 96 Driveway 2 1 170 0 0 0 553 1592 37 24 -1 3 1 170 1 0 0 553 1592 37 24 -1 4 1 170 1 1 0 553 1592 37 24 -1 5 1 170 1 1 1 553 1592 37 24 16 Ha 2 1 171 0 0 0 561 1614 11 21 -1 3 1 171 1 0 0 561 1614 11 21 -1 4 1 171 1 1 0 561 1614 11 21 -1 5 1 171 1 1 1 561 1614 11 21 23 || 2 1 172 0 0 0 689 1581 38 57 -1 3 1 172 1 0 0 643 1581 84 57 -1 4 1 172 1 1 0 689 1581 38 57 -1 5 1 172 1 1 1 643 1581 84 57 49 mull 2 1 173 0 0 0 579 1619 20 21 -1 3 1 173 1 0 0 579 1619 20 21 -1 4 1 173 1 1 0 579 1619 20 21 -1 5 1 173 1 1 1 590 1619 9 21 39 | 2 1 174 0 0 0 735 1581 40 80 -1 3 1 174 1 0 0 735 1581 40 80 -1 4 1 174 1 1 0 735 1581 40 80 -1 5 1 174 1 1 1 735 1581 1 80 90 | 5 1 174 1 1 2 764 1634 11 14 7 Q 2 1 175 0 0 0 840 1637 26 20 -1 3 1 175 1 0 0 840 1637 26 20 -1 4 1 175 1 1 0 840 1637 26 20 -1 5 1 175 1 1 1 840 1637 7 20 11 iS) 5 1 175 1 1 2 864 1643 2 6 58 0 2 1 176 0 0 0 994 1609 98 23 -1 3 1 176 1 0 0 994 1609 104 41 -1 4 1 176 1 1 0 994 1609 98 23 -1 5 1 176 1 1 1 994 1609 98 23 96 Driveway 2 1 177 0 0 0 1698 1637 36 11 -1 3 1 177 1 0 0 1698 1637 36 11 -1 4 1 177 1 1 0 1698 1637 36 11 -1 5 1 177 1 1 1 1698 1637 36 11 47 So. 2 1 178 0 0 0 2184 1593 139 52 -1 3 1 178 1 0 0 2184 1593 139 52 -1 4 1 178 1 1 0 2184 1593 139 52 -1 5 1 178 1 1 1 2184 1593 139 52 42 N= 2 1 179 0 0 0 2462 1602 69 41 -1 3 1 179 1 0 0 2462 1602 69 41 -1 4 1 179 1 1 0 2462 1602 69 41 -1 5 1 179 1 1 1 2462 1602 69 41 40 WW 2 1 180 0 0 0 2545 1613 150 32 -1 3 1 180 1 0 0 2545 1613 150 32 -1 4 1 180 1 1 0 2545 1613 150 32 -1 5 1 180 1 1 1 2545 1613 150 32 26 yee 5 1 180 1 1 2 2679 1609 16 46 65 | 2 1 181 0 0 0 2736 1614 178 32 -1 3 1 181 1 0 0 2736 1614 178 32 -1 4 1 181 1 1 0 2736 1614 178 32 -1 5 1 181 1 1 1 2736 1615 109 31 49 Wr 5 1 181 1 1 2 2844 1610 70 45 39 WW 2 1 182 0 0 0 2975 1621 63 32 -1 3 1 182 1 0 0 2975 1621 63 32 -1 4 1 182 1 1 0 2975 1621 63 32 -1 5 1 182 1 1 1 2962 1617 42 49 0 fim 2 1 183 0 0 0 588 1647 11 18 -1 3 1 183 1 0 0 588 1647 11 18 -1 4 1 183 1 1 0 588 1647 11 18 -1 5 1 183 1 1 1 588 1647 11 18 32 iH 2 1 184 0 0 0 689 1640 10 25 -1 3 1 184 1 0 0 689 1640 28 28 -1 4 1 184 1 1 0 689 1640 10 25 -1 5 1 184 1 1 1 689 1640 10 25 26 nA 2 1 185 0 0 0 1797 1638 145 31 -1 3 1 185 1 0 0 1797 1638 179 31 -1 4 1 185 1 1 0 1797 1638 145 31 -1 5 1 185 1 1 1 1797 1641 17 6 91 = 5 1 185 1 1 2 1889 1638 53 31 0 aaa 2 1 186 0 0 0 409 1681 22 21 -1 3 1 186 1 0 0 409 1681 22 21 -1 4 1 186 1 1 0 409 1681 22 21 -1 5 1 186 1 1 1 409 1681 22 21 56 NY 2 1 187 0 0 0 461 1682 3 12 -1 3 1 187 1 0 0 461 1682 3 12 -1 4 1 187 1 1 0 461 1682 3 12 -1 5 1 187 1 1 1 461 1682 3 12 0 \ 2 1 188 0 0 0 469 1669 255 40 -1 3 1 188 1 0 0 469 1669 255 40 -1 4 1 188 1 1 0 469 1669 255 40 -1 5 1 188 1 1 1 469 1669 68 40 31 Wie 5 1 188 1 1 2 544 1681 180 28 33 wee 2 1 189 0 0 0 798 1678 68 29 -1 3 1 189 1 0 0 798 1678 68 29 -1 4 1 189 1 1 0 798 1678 68 29 -1 5 1 189 1 1 1 821 1674 13 47 48 Zz 2 1 190 0 0 0 877 1675 173 31 -1 3 1 190 1 0 0 877 1675 173 31 -1 4 1 190 1 1 0 877 1675 173 31 -1 5 1 190 1 1 1 877 1671 73 44 56 rw 5 1 190 1 1 2 950 1677 59 28 68 WW 5 1 190 1 1 3 1030 1675 20 29 53 | 2 1 191 0 0 0 1137 1666 33 36 -1 3 1 191 1 0 0 1137 1666 33 36 -1 4 1 191 1 1 0 1137 1666 33 36 -1 5 1 191 1 1 1 1137 1666 33 36 49 A 2 1 192 0 0 0 1174 1647 171 61 -1 3 1 192 1 0 0 1174 1615 171 93 -1 4 1 192 1 1 0 1174 1647 171 61 -1 5 1 192 1 1 1 1174 1647 55 55 23 Wy 5 1 192 1 1 2 1303 1631 42 75 43 ale 2 1 193 0 0 0 1547 1649 77 46 -1 3 1 193 1 0 0 1547 1649 77 46 -1 4 1 193 1 1 0 1547 1649 77 46 -1 5 1 193 1 1 1 1547 1649 77 46 9 fou 2 1 194 0 0 0 1918 1690 47 6 -1 3 1 194 1 0 0 1918 1690 47 6 -1 4 1 194 1 1 0 1918 1690 47 6 -1 5 1 194 1 1 1 1918 1690 47 6 56 — 2 1 195 0 0 0 2259 1683 50 7 -1 3 1 195 1 0 0 2259 1683 50 7 -1 4 1 195 1 1 0 2259 1683 50 7 -1 5 1 195 1 1 1 2284 1683 25 7 1 a 2 1 196 0 0 0 2445 1641 893 50 -1 3 1 196 1 0 0 2445 1641 893 50 -1 4 1 196 1 1 0 2445 1641 893 50 -1 5 1 196 1 1 1 2445 1641 51 50 34 Po 5 1 196 1 1 2 2737 1641 251 50 19 ee 5 1 196 1 1 3 3278 1641 18 50 13 | 5 1 196 1 1 4 3316 1663 22 12 43 0 2 1 197 0 0 0 2988 1683 121 4 -1 3 1 197 1 0 0 2988 1683 121 4 -1 4 1 197 1 1 0 2988 1683 121 4 -1 5 1 197 1 1 1 2988 1683 121 4 18 —=— 2 1 198 0 0 0 258 1706 32 13 -1 3 1 198 1 0 0 258 1706 32 13 -1 4 1 198 1 1 0 258 1706 32 13 -1 5 1 198 1 1 1 258 1706 32 13 94 NGL 2 1 199 0 0 0 412 1712 53 4 -1 3 1 199 1 0 0 412 1712 53 4 -1 4 1 199 1 1 0 412 1712 53 4 -1 5 1 199 1 1 1 412 1712 53 4 20 — 2 1 200 0 0 0 2732 1705 237 15 -1 3 1 200 1 0 0 2732 1705 237 15 -1 4 1 200 1 1 0 2732 1705 237 15 -1 5 1 200 1 1 1 2732 1705 58 15 71 Hatched 5 1 200 1 1 2 2795 1708 32 12 96 area 5 1 200 1 1 3 2832 1705 63 15 96 indicates 5 1 200 1 1 4 2900 1708 34 12 96 conc 5 1 200 1 1 5 2939 1705 30 15 96 kerb 2 1 201 0 0 0 938 1735 268 19 -1 3 1 201 1 0 0 938 1735 268 19 -1 4 1 201 1 1 0 938 1735 268 19 -1 5 1 201 1 1 1 938 1735 52 16 96 Dashed 5 1 201 1 1 2 996 1735 24 16 91 line 5 1 201 1 1 3 1026 1735 62 16 93 indicates 5 1 201 1 1 4 1094 1739 52 15 95 approx. 5 1 201 1 1 5 1152 1735 54 16 96 location 2 1 202 0 0 0 2164 1727 267 16 -1 3 1 202 1 0 0 2164 1727 267 16 -1 4 1 202 1 1 0 2164 1727 267 16 -1 5 1 202 1 1 1 2164 1727 55 16 95 Dashed 5 1 202 1 1 2 2224 1728 25 15 96 line 5 1 202 1 1 3 2254 1727 61 16 96 indicates 5 1 202 1 1 4 2320 1727 31 15 83 floor 5 1 202 1 1 5 2356 1728 31 15 95 level 5 1 202 1 1 6 2392 1727 13 16 96 of 5 1 202 1 1 7 2410 1728 21 15 96 the 2 1 203 0 0 0 2733 1729 235 19 -1 3 1 203 1 0 0 2733 1729 235 19 -1 4 1 203 1 1 0 2733 1729 235 19 -1 5 1 203 1 1 1 2733 1729 71 19 96 thickening 5 1 203 1 1 2 2809 1730 13 14 96 to 5 1 203 1 1 3 2826 1729 39 15 91 lower 5 1 203 1 1 4 2870 1729 32 15 91 level 5 1 203 1 1 5 2907 1729 61 19 78 footpath. 2 1 204 0 0 0 938 1759 196 20 -1 3 1 204 1 0 0 938 1759 196 20 -1 4 1 204 1 1 0 938 1759 196 20 -1 5 1 204 1 1 1 938 1759 13 16 96 of 5 1 204 1 1 2 955 1759 21 16 93 the 5 1 204 1 1 3 982 1759 53 20 92 existing 5 1 204 1 1 4 1040 1759 53 16 92 surface 5 1 204 1 1 5 1098 1759 36 16 95 level. 2 1 205 0 0 0 1338 1753 346 20 -1 3 1 205 1 0 0 1338 1753 346 20 -1 4 1 205 1 1 0 1338 1753 346 20 -1 5 1 205 1 1 1 1338 1753 66 15 94 Indicative 5 1 205 1 1 2 1410 1753 39 15 96 mural 5 1 205 1 1 3 1454 1753 46 15 96 shown 5 1 205 1 1 4 1505 1753 19 15 96 for 5 1 205 1 1 5 1529 1753 66 15 91 reference 5 1 205 1 1 6 1600 1753 32 20 96 only. 5 1 205 1 1 7 1638 1753 30 16 86 Wall 5 1 205 1 1 8 1680 1762 4 4 94 te 2 1 206 0 0 0 2165 1751 134 20 -1 3 1 206 1 0 0 2165 1751 134 20 -1 4 1 206 1 1 0 2165 1751 134 20 -1 5 1 206 1 1 1 2165 1751 42 19 96 Super 5 1 206 1 1 2 2212 1751 28 20 96 Bay 5 1 206 1 1 3 2244 1751 55 20 95 beyond. 2 1 207 0 0 0 422 1772 334 30 -1 3 1 207 1 0 0 422 1772 334 30 -1 4 1 207 1 1 0 422 1772 334 30 -1 5 1 207 1 1 1 422 1772 101 30 94 EAST 5 1 207 1 1 2 537 1772 219 30 94 ELEVATION 2 1 208 0 0 0 1338 1777 321 19 -1 3 1 208 1 0 0 1338 1777 321 19 -1 4 1 208 1 1 0 1338 1777 321 19 -1 5 1 208 1 1 1 1338 1777 17 16 94 be 5 1 208 1 1 2 1360 1777 52 19 96 painted 5 1 208 1 1 3 1417 1781 17 12 96 as 5 1 208 1 1 4 1439 1781 8 12 93 a 5 1 208 1 1 5 1452 1777 45 16 92 mural- 5 1 208 1 1 6 1503 1777 38 16 94 Mural 5 1 208 1 1 7 1547 1777 44 16 96 theme 5 1 208 1 1 8 1596 1777 31 16 96 TBC 5 1 208 1 1 9 1631 1777 28 15 96 with 2 1 209 0 0 0 2165 1787 225 16 -1 3 1 209 1 0 0 2165 1787 225 16 -1 4 1 209 1 1 0 2165 1787 225 16 -1 5 1 209 1 1 1 2165 1787 35 15 88 Solid 5 1 209 1 1 2 2205 1787 31 15 96 dark 5 1 209 1 1 3 2241 1787 24 15 96 line 5 1 209 1 1 4 2270 1787 62 16 96 indicates 5 1 209 1 1 5 2337 1787 53 16 96 finished 2 1 210 0 0 0 1338 1801 249 20 -1 3 1 210 1 0 0 1338 1801 249 20 -1 4 1 210 1 1 0 1338 1801 249 20 -1 5 1 210 1 1 1 1338 1801 51 18 95 Owner, 5 1 210 1 1 2 1395 1801 52 16 93 Council 5 1 210 1 1 3 1452 1801 10 16 93 & 5 1 210 1 1 4 1468 1802 63 19 96 adjoining 5 1 210 1 1 5 1537 1801 50 16 90 Owner. 2 1 211 0 0 0 2164 1811 191 19 -1 3 1 211 1 0 0 2164 1811 191 19 -1 4 1 211 1 1 0 2164 1811 191 19 -1 5 1 211 1 1 1 2164 1813 71 17 88 pavement 5 1 211 1 1 2 2240 1812 32 14 93 level 5 1 211 1 1 3 2277 1811 13 15 96 of 5 1 211 1 1 4 2295 1811 60 19 94 footpath. 2 1 212 0 0 0 419 1826 246 19 -1 3 1 212 1 0 0 419 1826 246 19 -1 4 1 212 1 1 0 419 1826 246 19 -1 5 1 212 1 1 1 419 1826 49 18 95 CAR 5 1 212 1 1 2 476 1826 70 19 95 WASH 5 1 212 1 1 3 555 1826 110 19 96 BUILDING 2 1 213 0 0 0 193 3041 1032 27 -1 3 1 213 1 0 0 193 3041 1032 27 -1 4 1 213 1 1 0 193 3041 1032 27 -1 5 1 213 1 1 1 178 3037 54 43 33 po 5 1 213 1 1 2 926 3046 42 16 50 TMC 5 1 213 1 1 3 975 3047 69 19 32 Building 5 1 213 1 1 4 1051 3047 62 19 95 Design 5 1 213 1 1 5 1120 3047 55 19 95 Group 5 1 213 1 1 6 1181 3048 44 15 81 2028 2 1 214 0 0 0 900 3071 178 20 -1 3 1 214 1 0 0 900 3071 178 20 -1 4 1 214 1 1 0 900 3071 178 20 -1 5 1 214 1 1 1 900 3071 15 16 96 © 5 1 214 1 1 2 927 3072 59 19 96 Design 5 1 214 1 1 3 993 3071 85 20 96 Copyright 2 1 215 0 0 0 193 3069 699 39 -1 3 1 215 1 0 0 193 3069 699 39 -1 4 1 215 1 1 0 193 3069 699 39 -1 5 1 215 1 1 1 193 3065 154 59 32 pp 2 1 216 0 0 0 900 3095 388 20 -1 3 1 216 1 0 0 900 3095 388 20 -1 4 1 216 1 1 0 900 3095 388 20 -1 5 1 216 1 1 1 900 3095 54 16 96 These 5 1 216 1 1 2 961 3095 78 20 96 drawings 5 1 216 1 1 3 1046 3099 37 15 96 may 5 1 216 1 1 4 1090 3097 27 14 96 not 5 1 216 1 1 5 1124 3096 21 15 96 be 5 1 216 1 1 6 1152 3096 58 19 96 copied 5 1 216 1 1 7 1217 3099 14 12 97 in 5 1 216 1 1 8 1237 3095 51 16 96 whole 2 1 217 0 0 0 3212 3075 619 36 -1 3 1 217 1 0 0 3212 3075 619 36 -1 4 1 217 1 1 0 3212 3075 619 36 -1 5 1 217 1 1 1 3212 3075 56 29 96 AT: 5 1 217 1 1 2 3283 3076 41 28 95 34 5 1 217 1 1 3 3338 3075 83 36 95 (LOT 5 1 217 1 1 4 3432 3076 28 32 96 4, 5 1 217 1 1 5 3475 3077 17 27 93 5 5 1 217 1 1 6 3506 3075 23 29 93 & 5 1 217 1 1 7 3541 3075 31 36 96 6) 5 1 217 1 1 8 3588 3075 74 28 96 ELM 5 1 217 1 1 9 3676 3075 155 33 96 STREET, 2 1 218 0 0 0 193 3109 700 39 -1 3 1 218 1 0 0 193 3109 700 39 -1 4 1 218 1 1 0 193 3109 700 39 -1 5 1 218 1 1 1 169 3105 89 59 27 po 2 1 219 0 0 0 900 3120 392 19 -1 3 1 219 1 0 0 900 3120 392 19 -1 4 1 219 1 1 0 900 3120 392 19 -1 5 1 219 1 1 1 900 3123 18 12 78 or 5 1 219 1 1 2 924 3120 14 15 96 in 5 1 219 1 1 3 945 3121 33 18 96 part 5 1 219 1 1 4 984 3120 62 15 96 without 5 1 219 1 1 5 1053 3120 27 15 96 the 5 1 219 1 1 6 1086 3120 58 15 95 written 5 1 219 1 1 7 1152 3121 69 14 96 consent 5 1 219 1 1 8 1228 3120 16 15 96 of 5 1 219 1 1 9 1249 3120 43 15 96 TMC 2 1 220 0 0 0 2446 3095 555 35 -1 3 1 220 1 0 0 2446 3095 555 35 -1 4 1 220 1 1 0 2446 3095 555 35 -1 5 1 220 1 1 1 2446 3095 254 35 96 PROPOSED 5 1 220 1 1 2 2717 3095 92 35 96 CAR 5 1 220 1 1 3 2824 3095 135 35 96 WASH 5 1 220 1 1 4 2977 3106 24 24 95 + 2 1 221 0 0 0 900 3144 326 20 -1 3 1 221 1 0 0 900 3144 326 20 -1 4 1 221 1 1 0 900 3144 326 20 -1 5 1 221 1 1 1 900 3144 68 19 96 Building 5 1 221 1 1 2 976 3144 59 19 96 Design 5 1 221 1 1 3 1042 3144 60 19 96 Group. 5 1 221 1 1 4 1110 3145 34 19 96 Any 5 1 221 1 1 5 1150 3145 76 19 91 changes 2 1 222 0 0 0 3284 3119 372 33 -1 3 1 222 1 0 0 3284 3119 372 33 -1 4 1 222 1 1 0 3284 3119 372 33 -1 5 1 222 1 1 1 3284 3119 175 33 91 COOROY, 5 1 222 1 1 2 3474 3119 83 33 96 QLD, 5 1 222 1 1 3 3572 3120 84 28 96 4563 2 1 223 0 0 0 193 3149 592 39 -1 3 1 223 1 0 0 193 3149 592 39 -1 4 1 223 1 1 0 193 3149 592 39 -1 5 1 223 1 1 1 214 3126 187 77 0 [_ 5 1 223 1 1 2 452 3126 193 77 0 eenawen 2 1 224 0 0 0 900 3168 334 20 -1 3 1 224 1 0 0 900 3168 334 20 -1 4 1 224 1 1 0 900 3168 334 20 -1 5 1 224 1 1 1 900 3169 81 18 93 proposed 5 1 224 1 1 2 988 3169 20 19 96 by 5 1 224 1 1 3 1014 3169 27 15 97 the 5 1 224 1 1 4 1048 3168 55 18 96 Client, 5 1 224 1 1 5 1111 3168 66 16 95 Council 5 1 224 1 1 6 1184 3172 18 12 96 or 5 1 224 1 1 7 1207 3169 27 15 96 the 2 1 225 0 0 0 2417 3157 612 35 -1 3 1 225 1 0 0 2417 3157 612 35 -1 4 1 225 1 1 0 2417 3157 612 35 -1 5 1 225 1 1 1 2417 3157 119 34 96 TAKE 5 1 225 1 1 2 2551 3157 133 34 96 AWAY 5 1 225 1 1 3 2701 3157 126 35 89 FOOD 5 1 225 1 1 4 2844 3158 27 34 89 & 5 1 225 1 1 5 2889 3158 140 34 96 DRINK 2 1 226 0 0 0 3952 3146 162 41 -1 3 1 226 1 0 0 3952 3146 162 41 -1 4 1 226 1 1 0 3952 3146 162 41 -1 5 1 226 1 1 1 3952 3146 162 41 95 Design 2 1 227 0 0 0 4161 3128 552 48 -1 3 1 227 1 0 0 4161 3128 552 48 -1 4 1 227 1 1 0 4161 3128 552 48 -1 5 1 227 1 1 1 4161 3130 103 37 96 TMC 5 1 227 1 1 2 4277 3130 5 38 88 | 5 1 227 1 1 3 4295 3130 144 46 88 Building 5 1 227 1 1 4 4455 3129 124 46 96 Design 5 1 227 1 1 5 4595 3128 118 44 96 Group 2 1 228 0 0 0 458 3204 134 16 -1 3 1 228 1 0 0 458 3204 134 16 -1 4 1 228 1 1 0 458 3204 134 16 -1 5 1 228 1 1 1 458 3204 73 13 96 Elevations 5 1 228 1 1 2 537 3205 55 15 96 updated 2 1 229 0 0 0 900 3192 369 20 -1 3 1 229 1 0 0 900 3192 369 20 -1 4 1 229 1 1 0 900 3192 369 20 -1 5 1 229 1 1 1 900 3193 69 15 90 relevant 5 1 229 1 1 2 976 3192 75 20 94 Planning 5 1 229 1 1 3 1058 3193 79 19 96 Approval 5 1 229 1 1 4 1144 3193 79 19 96 Authority 5 1 229 1 1 5 1229 3193 40 15 92 shall 2 1 230 0 0 0 4160 3183 554 23 -1 3 1 230 1 0 0 4160 3183 554 23 -1 4 1 230 1 1 0 4160 3183 554 23 -1 5 1 230 1 1 1 4160 3187 36 16 95 P.O. 5 1 230 1 1 2 4203 3187 32 16 96 Box 5 1 230 1 1 3 4241 3187 47 18 96 3494, 5 1 230 1 1 4 4295 3187 100 19 95 Mornington, 5 1 230 1 1 5 4401 3186 36 17 96 VIC, 5 1 230 1 1 6 4444 3186 45 16 96 3931. 5 1 230 1 1 7 4497 3186 54 15 96 Phone 5 1 230 1 1 8 4557 3185 28 16 96 No. 5 1 230 1 1 9 4593 3184 44 16 95 0416 5 1 230 1 1 10 4645 3184 31 15 93 114 5 1 230 1 1 11 4682 3183 32 16 93 573 2 1 231 0 0 0 900 3216 378 20 -1 3 1 231 1 0 0 900 3216 378 20 -1 4 1 231 1 1 0 900 3216 378 20 -1 5 1 231 1 1 1 900 3216 21 16 91 be 5 1 231 1 1 2 928 3217 72 18 96 reported 5 1 231 1 1 3 1007 3218 15 14 96 to 5 1 231 1 1 4 1028 3216 43 16 96 TMC 5 1 231 1 1 5 1078 3217 71 19 96 Building 5 1 231 1 1 6 1156 3217 61 19 96 Design 5 1 231 1 1 7 1224 3217 54 19 96 Group 2 1 232 0 0 0 3187 3199 611 30 -1 3 1 232 1 0 0 3187 3199 611 30 -1 4 1 232 1 1 0 3187 3199 611 30 -1 5 1 232 1 1 1 3187 3199 85 29 96 FOR: 5 1 232 1 1 2 3287 3199 116 30 95 CHRIS 5 1 232 1 1 3 3418 3199 86 29 93 KING 5 1 232 1 1 4 3519 3200 23 28 93 & 5 1 232 1 1 5 3553 3199 155 29 96 JOANNE 5 1 232 1 1 6 3722 3199 76 28 96 HILL 2 1 233 0 0 0 3952 3191 181 41 -1 3 1 233 1 0 0 3952 3191 181 41 -1 4 1 233 1 1 0 3952 3191 181 41 -1 5 1 233 1 1 1 3952 3191 181 41 96 Matters 2 1 234 0 0 0 4285 3212 306 23 -1 3 1 234 1 0 0 4285 3212 306 23 -1 4 1 234 1 1 0 4285 3212 306 23 -1 5 1 234 1 1 1 4285 3213 62 16 58 Exmail- 5 1 234 1 1 2 4353 3208 55 31 91 tracey 5 1 234 1 1 3 4412 3208 179 31 [email protected] 2 1 235 0 0 0 408 3245 234 15 -1 3 1 235 1 0 0 408 3245 234 15 -1 4 1 235 1 1 0 408 3245 234 15 -1 5 1 235 1 1 1 408 3245 46 12 94 Issued 5 1 235 1 1 2 460 3245 23 12 97 For 5 1 235 1 1 3 488 3245 22 12 96 DA 5 1 235 1 1 4 515 3245 60 15 84 Planning 5 1 235 1 1 5 580 3245 62 15 96 Approval 2 1 236 0 0 0 901 3241 359 19 -1 3 1 236 1 0 0 901 3241 359 19 -1 4 1 236 1 1 0 901 3241 359 19 -1 5 1 236 1 1 1 901 3241 111 15 96 authorisation 5 1 236 1 1 2 1019 3241 40 19 96 prior 5 1 236 1 1 3 1064 3242 17 14 96 to 5 1 236 1 1 4 1087 3241 36 15 96 said 5 1 236 1 1 5 1130 3241 76 19 96 changes 5 1 236 1 1 6 1212 3241 48 19 95 being 2 1 237 0 0 0 2635 3218 177 35 -1 3 1 237 1 0 0 2635 3218 177 35 -1 4 1 237 1 1 0 2635 3218 177 35 -1 5 1 237 1 1 1 2635 3218 177 35 96 OUTLET 2 1 238 0 0 0 4161 3243 176 23 -1 3 1 238 1 0 0 4161 3243 176 23 -1 4 1 238 1 1 0 4161 3243 176 23 -1 5 1 238 1 1 1 4161 3243 59 17 66 Scale: 5 1 238 1 1 2 4226 3244 58 18 66 1:100 5 1 238 1 1 3 4293 3243 44 23 92 (A1) 2 1 239 0 0 0 4386 3243 51 17 -1 3 1 239 1 0 0 4386 3243 51 17 -1 4 1 239 1 1 0 4386 3243 51 17 -1 5 1 239 1 1 1 4386 3243 51 17 96 Date: 2 1 240 0 0 0 4473 3242 116 18 -1 3 1 240 1 0 0 4473 3242 116 18 -1 4 1 240 1 1 0 4473 3242 116 18 -1 5 1 240 1 1 1 4473 3242 48 18 94 DEC 5 1 240 1 1 2 4535 3242 54 18 94 2023 2 1 241 0 0 0 4657 3239 52 17 -1 3 1 241 1 0 0 4657 3239 52 17 -1 4 1 241 1 1 0 4657 3239 52 17 -1 5 1 241 1 1 1 4657 3239 52 17 92 Issue: 2 1 242 0 0 0 900 3265 116 18 -1 3 1 242 1 0 0 900 3265 116 18 -1 4 1 242 1 1 0 900 3265 116 18 -1 5 1 242 1 1 1 900 3265 116 18 90 implemented. 2 1 243 0 0 0 3952 3266 150 15 -1 3 1 243 1 0 0 3952 3266 150 15 -1 4 1 243 1 1 0 3952 3266 150 15 -1 5 1 243 1 1 1 3943 3261 33 28 78 The 5 1 243 1 1 2 3976 3266 126 15 58 peak 5 1 243 1 1 3 4015 3261 36 28 96 body 5 1 243 1 1 4 4050 3261 24 28 96 for 5 1 243 1 1 5 4078 3261 24 28 96 the 2 1 244 0 0 0 3952 3283 180 15 -1 3 1 244 1 0 0 3952 3283 180 15 -1 4 1 244 1 1 0 3952 3283 180 15 -1 5 1 244 1 1 1 3945 3279 62 25 88 building 5 1 244 1 1 2 4008 3279 47 25 94 design 5 1 244 1 1 3 4056 3279 76 25 82 profession 2 1 245 0 0 0 4667 3264 34 47 -1 3 1 245 1 0 0 4667 3264 34 47 -1 4 1 245 1 1 0 4667 3264 34 47 -1 5 1 245 1 1 1 4667 3264 34 47 90 F 2 1 246 0 0 0 904 3301 718 20 -1 3 1 246 1 0 0 904 3301 718 20 -1 4 1 246 1 1 0 904 3301 718 20 -1 5 1 246 1 1 1 904 3301 21 15 96 TC 5 1 246 1 1 2 934 3301 17 15 95 20 5 1 246 1 1 3 957 3301 27 15 94 Dec 5 1 246 1 1 4 988 3301 35 15 94 2023 5 1 246 1 1 5 1034 3301 38 15 93 10:35 5 1 246 1 1 6 1078 3301 23 15 93 PM 5 1 246 1 1 7 1106 3309 5 3 92 - 5 1 246 1 1 8 1116 3301 153 16 68 T:\TMC\\2020120-032 5 1 246 1 1 9 1274 3301 35 16 93 Chris 5 1 246 1 1 10 1315 3301 37 19 92 King- 5 1 246 1 1 11 1357 3301 55 20 91 Cooroy, 5 1 246 1 1 12 1417 3301 87 16 91 QLD\20-032 5 1 246 1 1 13 1510 3302 22 15 96 DA 5 1 246 1 1 14 1537 3302 28 15 92 Rev 5 1 246 1 1 15 1570 3302 52 15 90 F.DWG 2 1 247 0 0 0 3561 3276 299 38 -1 3 1 247 1 0 0 3151 3264 709 65 -1 4 1 247 1 1 0 3561 3276 299 38 -1 5 1 247 1 1 1 3561 3276 106 23 79 Designed: 5 1 247 1 1 2 3713 3296 19 18 35 + 5 1 247 1 1 3 3742 3296 118 18 83 MICHAELS 2 1 248 0 0 0 4159 3291 202 25 -1 3 1 248 1 0 0 4159 3270 487 57 -1 4 1 248 1 1 0 4159 3291 202 25 -1 5 1 248 1 1 1 4159 3298 56 18 64 Sheet 5 1 248 1 1 2 4223 3291 58 24 54 No: 5 1 248 1 1 3 4262 3287 15 43 54 6 5 1 248 1 1 4 4301 3298 17 17 95 of 5 1 248 1 1 5 4337 3291 24 24 91 9. 2 1 249 0 0 0 2666 3484 38 2 -1 3 1 249 1 0 0 2666 3484 38 2 -1 4 1 249 1 1 0 2666 3484 38 2 -1 5 1 249 1 1 1 2666 3484 38 2 18 —— 2 1 250 0 0 0 216 3480 1296 30 -1 3 1 250 1 0 0 216 3480 1296 30 -1 4 1 250 1 1 0 216 3480 1296 30 -1 5 1 250 1 1 1 1257 3476 52 34 34 aaa 2 1 251 0 0 0 2057 3507 23 1 -1 3 1 251 1 0 0 2057 3507 23 1 -1 4 1 251 1 1 0 2057 3507 23 1 -1 5 1 251 1 1 1 2057 3507 23 1 42 ial 2 1 252 0 0 0 2256 3481 328 8 -1 3 1 252 1 0 0 2256 3481 328 8 -1 4 1 252 1 1 0 2256 3481 328 8 -1 5 1 252 1 1 1 2256 3481 328 8 0 cieiniinaianmee 2 1 253 0 0 0 3481 3507 135 1 -1 3 1 253 1 0 0 3481 3507 135 1 -1 4 1 253 1 1 0 3481 3507 135 1 -1 5 1 253 1 1 1 3481 3507 55 1 11 a 5 1 253 1 1 2 3553 3507 63 1 17 ee, 2 1 254 0 0 0 4601 3499 333 11 -1 3 1 254 1 0 0 4601 3499 333 11 -1 4 1 254 1 1 0 4601 3499 333 11 -1 5 1 254 1 1 1 4601 3503 171 7 6 a 5 1 254 1 1 2 4815 3489 122 21 0 rereeecnsterecarnses:
Page 7
2° Colorbond roof sheeting & eaves Dotted areas indicate Concrete gutter to Super Bays. 9) panels with painted finish to upper Sr wash bay areas, typical. bod rr rr Numbers indicate colour type of the 5° Colorbond corrugated roof sheeting & Ip Or, «$e 7) Fascia Service material, refer Color Schedule. 1 gutters, with feature beam. channel. Service Beam(6 ‘Timber battens fixed to F.C. clad Timber battens fixed to F.C. clad channel. fascia trusses at end of roof, typ. fascia trusses, typical. Super Bay MUU LE ppp, Li LLLOLELOLIIIT) (4 Fascia S) (5 Dog Wash ao Column CLL Driveway Driveway tH oe OH anne a\o & %, On Hs shy sity iy HH ATTA ie Il Oy On ie sh its Hai ne sf NGL ------------—--7+ en NGL. —--—---—-—--- - + - — = = = see & Dog Wash unit & Pool Intermal Bay Sump Pit. Cleanboard wall panels (or similar) a fixed to lower level of conc panels. fencing surround. Dashed line indicates approx. location of the existing surface level. Solid dark line indicates finished floor or finished pavement levels. SECTION (A) SUPER BAY 2 + VAC BAY STRUCTURE Cantilevered roof area to have Hardieflex panel (or similar) Services channel. ‘Numbers indicate colour type of the Colorbond ceiling lining where finish to fascia truss with timber material, refer Color Schedule. proud of the fascia truss. battens fixed to front, typical. 2° roof slope. ® utter cs} ——— ——r+— ——_—_= 10) Fascia Wash 5) ( Column g Bay 2 Driveway Driveway Solid dark line indicates finished %, NS floor or finished pavement levels. UT ie — NGL-------—-------- ——— —NGL Internal Bay Sump Pit. Cleanboard wall panels (or similar) Dashed line indicates approx. fixed to internal walls of Auto Bays, location of the existing surface level. typical. SECTION () SELF-SERVE BAY 2 12° Colorbond corrugated roof. (9) sheeting & gutters. 1 1)Gutter 4 1)Gutter DS\TDR =p Vending canopy area to have Roof canopy over Vending Colorbond ceiling lining. area to be sloped at 5°. 40 Step ladder & suitable 450 Plant & handrailing. Hardieflex panel (or similar) g Service channel. finish to fascia truss with timber Mezzanine Roof canopy over battens fixed to front, typical. rr a Concrete slab. Storage x Plant Room Entry Qty — ~FFL 112.88 \ Try) 3 door, slope 5°. Gutter rn in | nn i \ Qo) (& 5) Cots Cols S) Vending Secure WC Store Plant \ Store Room Room Driveway Area Driveway , FFL 109.95 FFL 109.95 FFL 109.95 | FAL e aie warn ay atemaiaatae i a ce ia oR en NGL NGL---- Jt Solid dark line indicates finished Dashed line indicates approx. floor or finished pavement levels. location of the existing surface level SECTION ( C ) PLANT ROOM + SECURE STORE Ceiling sheeting mounted 12° root slope. to ceiling purlins. utter Service channel. Gate Auto Bay entry canopy area to Roof canopy over Auto Wash a) have Colorbond ceiling lining. is entry to be sloped at 5° Gutter 12° Colorbond corrugated roof Hardieflex panel (or similar) @) © (9) 5° roof slope. & gutters to lower level roof, finish to fascia truss with timber with ceiling under, typical. 6 fi battens fixed to front, typical. (er— x... ] Sa or Fascia {SS Sef Gutter Horizontal timber battens fixed if cp oie ao ir If Vac Bay 1/2 to F.C. clad fascia trusses, Take Away Entry It + 3] © (5 typical Fascia a Food ink it Column Canopy It if Driveway ' I | 8 Column % if x _& Driveway a , IL & Naas Na IN a 7 %& ————— Be NGL a ee __-_____-_------ 2 ae — —-----—------- See -------- Vacuum Bay unit. NGL ——— aoments Bi eas aaa Re nant as eS Solid dark line indicates finished Cleanboard wall panels (or similar) & fixed to internal walls of Auto Bays, Dashed line indicates approx. floor or finished pavement levels. typical location of the existing surface level. SECTION @) TAKE AWAY BUILDING, AUTO BAY 2 + VAC BAY 1+2 J rite Bicing Design Group 2008 po © Design Copyright AT: These drawings may not be copied in whole ISSUED FOR PLANNING APPROVAL 34 (LOT 4, 5 & 6) ELM STREET ee ee es ee ‘or in part without the written consent of TMC NOT TO BE USED FOR CONSTRUCTION PURPOSES PROPOSED CAR WASH + 42 Building Design Group. Any changes COOROY, QLD, 4563 De eeeemenmam is 0-12-2023 | proposed by the Client, Council or the Design TMC | Building Design Group TAKE AWAY FOOD & DRINK P.O. Box 3494, Mornington, VIC, 3931. Phone No. 0416 114 573 Te [rie nsos ames resa | era | relevant Planning Approval Authority shall be reported to TMC Building Design Group FOR CHRIS KING & JOANNE HILL Matters E:mail- Ste Teo cos] @tmcdesign.com.au = Issued For DA Planning Approval Ea authorisation prior to said changes being OUTLET Scale: 1:100 (A1) Date: Date: DEC 2023 _| 2023 implemented ‘The peak body for the Draw Designed building design profession TC 20 Dec 2023 10:35 PM - T:\TMC\\2020\20-032 Chris King- Cooroy, QLD\20-032 DA Rev F.DWG T. MICHAELS T. MICHAELS Sheet No: 7 of 9. ——- ee aPage 8
| yl l ———— —_—— — ae Ss >» Li i 28a ZI Se nm Z EIS otal giN s]O x =! 8 30 Des le rie cise 2s oS <¢ 8/0 Hee ee Se = 2 =| —~ iit at Es|S El l (al) | — Ol pa) | if a 7 a fy : } | th LJ LJ LJ | et pe ce Rast HO : coe pay As Fao ose cOF ba” i Dos io al : ma Les go> e aS: i? aa ie LC, x es Cage cum Ls KV Z 7 £502 oooa LU s = = Sh fe SoS >See | } = les uils = o> ges i Led LJ ble Zl>ca 2 G2oc 2Qoa [es \ \_| a as) t= Pasa a =e) Ka LS a | A =o she = 4 © = /_\ | i} ; lu oO 7] i a eee aa La} O46 4 8 2] 0 SO Hq LJ L_J ey > fe a, Sst SNS | t EO § TT | i or \p 29 TI | hi i +o oO ee RK oe L_J an eo (ILI) al Fl] (| ik SE ay Oona omnes] ae ; an | oe oo ) E I} x We, = Peers bell... Se zy | = | ae ie ~ —~ - ‘ by? . — ee eo La We aaes eA athe = Psat Ik |i b eu i Sa Ws: | aus hens = NS) ae or — 7) “3 ) §58,, al Pi f (©) G29 eros NORTH i V4 x s3. )) =2s8 a Eo + Ps Rat a] o/s Lo of 03 xo Yh S o SS>Eez \ 8a of S.= 52 PZD $3 oa at < Wee $25 pk © SF gs H ie S\eé a>u dtl) >~o ZA pea oF OF | : m | ei Oz | KY ey tz \noe | Cj KY C4 Ca tt Os =2 Li = SS == / =i : \ Mi { = 14 bs ey ei — 4 ac Sg | a . Nn Oe os is Z we J} 5 oN = >/O lus ae git | — | — = ‘| | | = mia pier | | NE he KG e6uryo & \ : bate tt | oe xO €F £2¢ SOD We Ph fe02 of <3 3 <1 Sst : <i | booskee ee] t QveosGHe c= OL. eD th és §850§ oe of I ao eons SEEE E< rth ] bo | 4 | on aS oTotre Se8ue EG 52 fe how SN rat OoE= SuSceecre [gs5 <4 fe ta) rN Gy) Ege! ERSa9°S5E¢€ So cv xx oct ace SOSES S23 ESS gs oo Ree Mee] rs i v88eQ = Bo 5 BohS4Ra5E Sooo i A _ | | | (©) ge SLocs Sts Ds @oF ogc aS Ssaae 22 A ee i. f 25 slack = Qe a3 i OFO aus §|8 & i 4 \ I a/8 | SAL —_" a a \ he BHI iF © emcees “E7e i] Wl | I] 4 “a ae i Hi ——. oe Lo 8|& wie Sew fn Sie oe N'N|Li<L X& ew NY ~~ Ee + > ae SES he Fat oe = 399 VaU Se Elf lsPage 9
— we eens pean Se == Sa CUT + FILL LEGEND Os” Light Pole Bxosting Power sn Ca) Existing ae Existing STW O Side Entry Pit Qe Existing Po Light Pole Existing Fill 0 - 250mm ‘te, cs Existing Bus Stop cc Wen 9 Meter Cs] bd Site Boundary 46.262M, 351° 59 oO! 3] 2 UP, oo a rg oo Fill 250 - 500mm | | Existing ae eo 4 i I SS tl i HI oi si N\. Power Light Pole i Sa uu int I HI Existing STW Side Entry Pit i i a Hl Hy! | A I I oi A Fill 500 - 750mm aoa Junction Pit lL TP 108.99 vo a Elec Pit Existing, i eee ol mi Existing Elec = HI m1 ‘Substation ha SRE I Hi Fill 750 - 1000mm a Exilng Ch tA E I Gt ple O Boot NY | ll be Se Cut 1000 - 1500mm In Bay Silt Pits oD) YS SG NSS Cut 2750 - 4000mm SS ae Deep Pits Seve (ZIExisting Kivavos” tin x RN SS oo a ee Su ee ee 7 \I ie Sa SIRT 5 ——— 7 il a (SSPE Paces] NI Water Fisting kes S ih NT uN Existing STW PAM ae Existing Sewer I ea at UU —— Man Hole- ing STW 108.22 tion Pit es iptog ay 0 7 ~*~ Site Boundary 50.286M, 171° 59 PROPOSED CUT & FILL LAYOUT PLAN DIAL BEFORE a, YOU DIG SCALE 1: 100 www.1100.com.au | © TMC Building Design Group 2023 — © Design Copyright These drawings may not be copied in whole AT: 34 (LOT 4, 5 & 6) ELM STREET [= | sarcaacernerreniertsacim | se! or in part without the written consent of TMC PROPOSED CAR WASH + COOROY, QLD, 4563 “42 Pe [mane miceseaen ——_|s 0-05-2023 | proposed by the Client, Council or the Building Design Group. Any changes See lean nen OVAL TMC | Building Design Group relevant Planning Approval Authority shall TAKE AWAY FOOD & DRINK Design P.O. Box 3494, Mornington, VIC, 3931. Phone No. 0416 114 573 Po | nate rane | be reported to TMC Building Design Group OUTLET FOR: CHRIS KING & JOANNE HILL atters E:mail- [email protected] implemented. authorisation prior to said changes being ‘The peak body for the TC 20 Dec 2023 10:35 PM - T:\TMC\\2020\20-032 Chris King- Cooroy, QLD\20-032 DA Rev F.DWG at ———
Page 10
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2 1 728 0 0 0 2167 3146 36 26 -1
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3 1 989 1 0 0 2117 4074 15 4 -1
4 1 989 1 1 0 2117 4074 15 4 -1
5 1 989 1 1 1 2117 4074 15 4 34 ue
2 1 990 0 0 0 2140 4074 60 6 -1
3 1 990 1 0 0 2140 4074 60 6 -1
4 1 990 1 1 0 2140 4074 60 6 -1
5 1 990 1 1 1 2140 4074 60 6 0 ——
2 1 991 0 0 0 2209 4053 155 27 -1
3 1 991 1 0 0 2209 4053 155 27 -1
4 1 991 1 1 0 2209 4053 155 27 -1
5 1 991 1 1 1 2209 4076 14 4 32 noe
5 1 991 1 1 2 2239 4053 125 27 33 ep
2 1 992 0 0 0 2348 4017 3 49 -1
3 1 992 1 0 0 2348 4017 3 49 -1
4 1 992 1 1 0 2348 4017 3 49 -1
5 1 992 1 1 1 2348 4017 3 49 93 |
2 1 993 0 0 0 2353 4017 5 49 -1
3 1 993 1 0 0 2353 4017 5 49 -1
4 1 993 1 1 0 2353 4017 5 49 -1
5 1 993 1 1 1 2353 4017 5 49 77 |
2 1 994 0 0 0 2359 3981 48 86 -1
3 1 994 1 0 0 2359 3981 48 86 -1
4 1 994 1 1 0 2359 3981 48 86 -1
5 1 994 1 1 1 2359 3981 48 86 28 il
2 1 995 0 0 0 2615 4048 20 33 -1
3 1 995 1 0 0 2615 4048 20 33 -1
4 1 995 1 1 0 2615 4048 20 33 -1
5 1 995 1 1 1 2611 4044 13 51 44 sl
2 1 996 0 0 0 3092 4055 63 16 -1
3 1 996 1 0 0 3092 4055 63 16 -1
4 1 996 1 1 0 3092 4055 63 16 -1
5 1 996 1 1 1 3092 4055 63 16 0 ogee
2 1 997 0 0 0 3241 4060 59 10 -1
3 1 997 1 0 0 3241 4060 59 10 -1
4 1 997 1 1 0 3241 4060 59 10 -1
5 1 997 1 1 1 3241 4060 59 10 1 228
2 1 998 0 0 0 202 4084 8 12 -1
3 1 998 1 0 0 202 4084 8 12 -1
4 1 998 1 1 0 202 4084 8 12 -1
5 1 998 1 1 1 202 4084 8 12 0 ¥
2 1 999 0 0 0 1744 4070 101 27 -1
3 1 999 1 0 0 1744 4070 101 27 -1
4 1 999 1 1 0 1744 4070 101 27 -1
5 1 999 1 1 1 1744 4070 101 27 49 punogipil
2 1 1000 0 0 0 3067 4078 141 18 -1
3 1 1000 1 0 0 3067 4078 141 18 -1
4 1 1000 1 1 0 3067 4078 141 18 -1
5 1 1000 1 1 1 3067 4078 141 18 4 @@Fomaag
2 1 1001 0 0 0 3216 4087 60 11 -1
3 1 1001 1 0 0 3216 4087 60 11 -1
4 1 1001 1 1 0 3216 4087 60 11 -1
5 1 1001 1 1 1 3216 4087 60 11 24 Sow
2 1 1002 0 0 0 236 4085 17 31 -1
3 1 1002 1 0 0 236 4085 17 31 -1
4 1 1002 1 1 0 236 4085 17 31 -1
5 1 1002 1 1 1 236 4085 17 31 45 ih
2 1 1003 0 0 0 661 4117 15 10 -1
3 1 1003 1 0 0 661 4117 15 10 -1
4 1 1003 1 1 0 661 4117 15 10 -1
5 1 1003 1 1 1 661 4118 4 6 54 pil
2 1 1004 0 0 0 2707 4104 30 13 -1
3 1 1004 1 0 0 2707 4104 30 13 -1
4 1 1004 1 1 0 2707 4104 30 13 -1
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2 1 1005 0 0 0 524 4124 34 25 -1
3 1 1005 1 0 0 524 4124 34 25 -1
4 1 1005 1 1 0 524 4124 34 25 -1
5 1 1005 1 1 1 524 4124 34 25 23 ne
2 1 1006 0 0 0 2445 4133 20 7 -1
3 1 1006 1 0 0 2445 4133 20 7 -1
4 1 1006 1 1 0 2445 4133 20 7 -1
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2 1 1007 0 0 0 202 4152 19 12 -1
3 1 1007 1 0 0 202 4152 19 12 -1
4 1 1007 1 1 0 202 4152 19 12 -1
5 1 1007 1 1 1 202 4152 19 12 29 ‘a
2 1 1008 0 0 0 576 4116 40 36 -1
3 1 1008 1 0 0 576 4116 40 36 -1
4 1 1008 1 1 0 576 4116 40 36 -1
5 1 1008 1 1 1 576 4116 40 36 82 =
2 1 1009 0 0 0 872 4074 131 90 -1
3 1 1009 1 0 0 872 4074 131 90 -1
4 1 1009 1 1 0 872 4074 131 90 -1
5 1 1009 1 1 1 872 4074 131 90 29 hoon
2 1 1010 0 0 0 1029 4152 54 13 -1
3 1 1010 1 0 0 1029 4152 54 13 -1
4 1 1010 1 1 0 1029 4152 54 13 -1
5 1 1010 1 1 1 1029 4152 54 13 12 Saloni
2 1 1011 0 0 0 1108 4178 78 15 -1
3 1 1011 1 0 0 1108 4178 78 15 -1
4 1 1011 1 1 0 1108 4178 78 15 -1
5 1 1011 1 1 1 1108 4180 13 12 25 a
5 1 1011 1 1 2 1140 4174 46 29 0 aan
2 1 1012 0 0 0 1891 4169 25 12 -1
3 1 1012 1 0 0 1891 4169 25 12 -1
4 1 1012 1 1 0 1891 4169 25 12 -1
5 1 1012 1 1 1 1891 4169 25 12 67 M3
2 1 1013 0 0 0 1996 4171 25 13 -1
3 1 1013 1 0 0 1996 4171 25 13 -1
4 1 1013 1 1 0 1996 4171 25 13 -1
5 1 1013 1 1 1 1996 4171 25 13 63 Ma
2 1 1014 0 0 0 2101 4174 25 13 -1
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2 1 1015 0 0 0 2368 4163 35 23 -1
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2 1 1016 0 0 0 683 4200 30 15 -1
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2 1 1017 0 0 0 729 4206 17 7 -1
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2 1 1018 0 0 0 1873 4186 381 17 -1
3 1 1018 1 0 0 1873 4186 381 17 -1
4 1 1018 1 1 0 1873 4186 381 17 -1
5 1 1018 1 1 1 1873 4186 47 10 0 ms
5 1 1018 1 1 2 1929 4187 102 11 0 ta
5 1 1018 1 1 3 2041 4192 20 2 82 —
5 1 1018 1 1 4 2068 4190 18 10 35 a
5 1 1018 1 1 5 2096 4191 47 10 33 kk
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2 1 1019 0 0 0 2764 4188 22 10 -1
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2 1 1020 0 0 0 3059 4101 189 108 -1
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2 1 1021 0 0 0 846 4188 142 42 -1
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2 1 1022 0 0 0 2315 4198 91 30 -1
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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 —= - ——