Original source · versioned page text
Meeting papers
Very large file (48.1 MB): the original may take a few minutes to open or download. The page text below is quick to read.
Original PDF page 26, section 1. The text section number identifies this passage in the reader.
Page 26 of 731
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 26 of 731
hr Sr ee — = ea TeSee the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.