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SITE ANALYSIS
ELM STREET. a= Light Pole —— TIS —= —— SS ee eee ---------- BUILDING TYPE - CAR WASH AREA
a “Existing
——= Existing Existing Power + + 4 Po 185.6 M?*
« sm Pram Ramp Super Bay - GFA
Exsting STW one 2 Existing Conc Footpath ey Te ae + a LP Self-Serve Wash Bay- GFA
Side Entry Pit Bs a4 86.5 M?*
mor} 44 as “ +4 aa ai New 2.0M Conc Footpath- with Coyfnoil standard details we tras rear <<) a 96.6 M?*
<8 oat -s
ts a4 a Saw tee ‘A sd: oe ena at a2" Auto Bay - GFA
<4
44 a sa Existing Bus Sto S50 Se WC (in Car Wash Plant Room) - GFA 2.8 M*
« Exist conc arpa mY) ams Site Boundary 46.262M, 351 59' Take Away Food & Drink Outlet - GFA 31.5M?
/* «4 “8 ss ——— ‘UP! ned 35 | 8.1 M?
aay
ta “ ai of \ =a ‘Setback Public Disabled WC - GFA
fe fe ye 8 = 5 150mm high Conc Kerb Take Away Food & Drink - Seating Area 30.0 M?
14
aa _-— fi | a at Soa eae 4 site Landscaping. — Dotted area indicates extent of Bin Fenced Areas [_ new
ela | Ee i ni Shaded areas indicates
Sign Shaded area indicate the + id St Auto Bay 1 ‘2000. Toad widening area. The extent Pedestrian Link Footpath Area 96.6 M?
Existing ‘Seating Area [/\ lo Bay! i Widening & material TBC with Council to
extent of the lower A\ a
Power + PVC canvas shade Entry Canopy roof. 1 Pat ‘Auto Wash i Eve) | 7B future design. Council 'Road' Dedication Area —— 80.4 M?
Exiting STW Light Pole & Ei areas over seating Y y ay Shad Site Coverage (ie: Total Roofed ae Steda eel
Entry Pit oy zone. sl! U ay station. RollerDoor. the extent of the — 845.0 M*
Junction Pit ~~} | ‘Shaded area indicates approx. i ere Vacuum Bay/Dog Wash tr Total Driveway (Non-Roofed) Area | zea0 mM?
ting STW wl I extent of retaining wall. i Ia roofed area. Vac land
iy
Existing TP 108.99 io my i \ <a Sait Total Landscaped Area g road widening areas
a a Ou 3 af a ess cluding Pedestrian link 228.0 M?
Elec Pit t Queuing area for ( I 5 l ill f Ny | ea NLA Vac Bay 2 Hatched area indicates Site Area 2,014 M?
Existing Elec fp It uto Bay 2 it AWS == extent of new bitumen 1,837 M*
i
‘Substation Take y Pa ‘Auto Wash I AW Effective Site Area *
Existing B3 conc kerb Pxstog] Existing ((] Away Auto Wash Bays Y ay station. i q Roller|Door. eam roadway. The extent TBC Car Wash Roofed Overall Site Coverage
i} with Council to future 42.0 %
= | Food & Drink Driveway j =
<] vy Outlet a Te aa at = design. Car Wash Roofed Effective Site Coverage* 46.0 %
— I
aw
(2) eee = =] |
4 Kerb | — iT Drainage
. [+] |_1500} | it il KY | Landscaping Effective Site Coverage * 12.4 %
tt atin, Pit
Zz: {I 4 ie azz 222TH) 0 «| Secure Plant Ss OL Vac Bay 3 1 IMPERVIOUS AREAS
I aS __ Storage
i ( N of x [O} Store Room Room 1p SN > x] }! al Pre Site Development * 1,414 M*
pn Bl ot WS (Includes Building Roofed + Driveway Areas) =77%
>) 4 ra ea sl Post Site Development * 1,609 Mi
“Z Pe & (a) r- U wc bt AS f/ él (Includes Building Roof + Driveway Areas) = 87.6%
Af
Sa ay Store Room SISSIES 12 Oil/Water Be! Contribution to Stormwater Discharge Post Site 764.0 M*
< leignt Bar’ Separator ie Development * $ (Excl. Building Roofed Areas) =4N.6%
Diginage bo. ad Therefore, the proposed development will have a 35.4 %
Tae =) Pi “Roof Ouiline Overy Hatched area indicated reduction (650 M? of impermeable area less than the existing
isabled | 4100 SS a Sore Pex upper level Plant Ro site) in overall site stormwater discharge due to the proposed
Lo ae ol — _ 11200 roofed area. Z\N underground 2 No. 20,000L Stormwater retention tanks and
WC ol Painted lines define extent Wash Bay 1 VY n | large roofed area connecting into these tanks.
# “Effective Site Area’- the overall site area excluding the
2x! <|\ of waiting car parks or traffic ie Coun ‘Road’ dedication area and ‘Footpath’ allocation.
a lane markings, typical. a} SA All site areas listed with an * are based on the Effective
| 1800. (era ewer, LS) -_ = a Site Area as described above.
This figure represents the actual contributory Effective
= or ie _- Site Area that will be discharged from the site (ie: only the
po ole st je I driveway hardstand area) since all roofed areas will be
connected to the oversized (double capacity) underground
Directional arrows & text depicts
fod traffic flow for vehicles entering Wash Bay 2 water tanks and this rainwater will be used in the car
the various car wash areas. Sl Shaded area indicates 7 Se na washing process. Therefore this rainwater cannot enter
Bt | extent of the Car Wash into the Stormwater system and hence it is excluded from
all Stormwater calculations and the Post Development
main building roofed areas.
cs 3 17000 | impervious contributory area. This represents an ~35%
ares 5.11200) aS | 3500 improvement (reduction) in site stormwater discharge
Drainage o 1 Post-development.
Pit | D g
|, Driveway 17490 LI pe eed 1) 6250 ht} = |
~ 15000
Ser Bay 1
le
is
New driveway to be installed as per Council (a ence
Standard Drawings for Commercial driveway. 10 ae
be 40
New Sewer
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
Driveway each side of the driveway.
Te S| 2.1M high Colorbond or TT ae Drainage | = ——— jas
ad
oe timber slat Fence & Shaded areas indicates site Super Bay 2 Pit &
‘Swing Gates to Bin Area. Landscaping.
Connect to existing S rt Drainage
pipe via new Access “9 | Bin Area Ui Pit Shaded area indicales approx. L Drainag
Chamber Pit in ot
accordance with Cour 45 a extent of retaining wall.
Existing STW Standard drawings. wa A lV Ffeat ini || ——— 2 Ne: = m1 |1200| /7 150mm at Cone Kerb
mr
Side Entry Pit Existing Sewer Now 20M a a s sa |__| 7 — Link f sxEG viet Soe R EAS) a we PROPOSED
Man Hole- TBC. us Fe tes 4 <a Me a
7A
sTw Mn a4 ee tr as + a ae
aes in ws re ie. *
Pa Pte U era as rake. a ——— ayes «* SS SS ee
108.32 Tel Rl Existing Brick Fence ~1.5M high 7 Existing Brick Fence -1.5M high Existing Brick Fence ~1.5M high CAR WASH
Ne Site Boundary 50.286M, 171° 59'
Cexon 16300 19400 ~14600
i
-—— -_----— | eee Exsting No. 5 LS LAYOUT PLAN
Bitumen Car Parking 1] Asaptoc OS LOT 2 ON SP 248165
v4
fi! SCALE 1: 100
\|
a
Additional On-Site Retention/Detention Tank added 20-12-2023 ‘© TMC Building Design Group 2023 ISSUED FOR PLANNING APPROVAL PROPOSED CAR WASH + AT: 34 (LOT 4, 5 & 6) ELM STREET, 4 ee, “eee
Bulking roof lines updated & extended. Take-away outlet window/doors, © Design Copyright
dimensions, Site Areas & Drainage pits updated. Additional Reclaim Pit added. 10-05-2023 These drawings may not be copied in whole NOT TO BE USED FOR CONSTRUCTION PURPOSES COOROY, QLD, 4563 Design TMC | Building Design Group
External Footpath updated to be 2.0M MIN wide in Opal + Elm Street. or in part without the written consent of TMC
Issued For DA Planning Approval 29-9-2022 Building Design Group. Any changes TAKE AWAY FOOD & DRINK P.O. Box 3494, Mornington, VIC, 3931. Phone No. 0416 114 573
Issued For Noosa Council Pre-Lodgement Meeting 2 5-07-2021 proposed by the Client, Council or the OUTLET FOR: CHRIS KING & JOANNE HILL Matters E:mail- [email protected]
Issued For SARA Pre-Lodgement Meeting 16-2-2021 relevant Planning Approval Authority shall
Issued For Noosa Council Pre-Lodgement Meeting 19-1-2021 be reported to TMC Building Design Group Scale: 1:100 (A1) Date: DEC 2023 Issue:
Sk:1 Issued For Initial Comments 26-11-2020 authorisation prior to said changes being Drawn: T. MICHAELS Designed: T. MICHAELS ‘The peak body for the Sheet No: 3 of 9. F
implemented.
Member
TC 20 Dec 2023 10:35 PM - T:\TMC\\2020120-032 Chris King- Cooroy, QLD\20-032 DA Rev F.DWG
Page 77 of 90
hr Sr ee — = ea TeSee the original
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