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Page 34 of 731
is ae CTS oe re =
os | tenemos = —————— aes GENERAL NOTES:
| ——e ee esas a This drawing is preliminary and only to be used to demonstrate the
a ean > adequacy of the Hydraulic design for the Car Wash operation only.
wd ——— a I: = ete ante a te ot ed \* eee | >. Further documentation (during the construction drawing stage) will specify
all pipe sizes, venting, invert levels etc...
Footpath 7 =<. iN usay Do not scale the drawings.
oe “ews 2 Aes: we a ts ae a Cone cone, waht All works shall be completed by suitably qualified trades people with
current licence and insurance cover.
Eo EWs-—— Ew. EWe+—— EW ua ara af The Plumbing Contractor/Builder is to consult with the Cwil/ Structural
arpa — | ae < Existing Bus Stop roe oe % 51°59 oe ra Engineer regards to all excavations & placement of all below ground tanks
// a conc F — 3 cae bid aa, Sin ma 4 & drains to ensure the integrity of the building and the foundations are not
compromised due to excavation within the zone of influence to any
Es S| 24 vi wu ise se structure.
UP. |FSL 103.30} aes All works are to be constructed in accordance with the standard sewerage
ee & Water Supply Laws 1998, National Construction Code (BCA), AS 2149,
bon _ Wat FSL 103.15 so Ls cas ae ae. + AS 2441, AS 2444, National Plumbing & Drainage Code, AS 3500 Parts
ea 1-4, all other relevant Australian Standards & local laws.
ai ————— es (ate nena, The Builder/Contractor is to check interpretation of Bylaws with Council.
a
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 e/ ‘slab complete with 2 No. Class ‘D" heavy duty cast iron (or commences.
ae in Auto Bay 1 HI Somos {9aS light tratficabie access covers. ee The locations of any existing services shown on the drawing/s are
in , | approximate only & have not been verified. The Builder/Contractor shall
ech as ; EE Seating Area itiamall i ri 4 verify locations of services before commencement of work. The
ae
sal A ‘# Qi, Xx a CWO a GO me ID GVO a GYD se GW GD mG PRAY 1X) Vac Bay 1 Builder/Contractor shall not work near these services without personal
% i WD mMGWYD mG a supervision or the written permission of the Relevant Authority.
cf We All pipes laid underground in landscaped areas are to be a MIN of 400mm
|| 2,000 Litre SilLP 9.
I Silt Pit RL 9° 109.75 Ol to the invert level & shall be MIN [email protected] TW) i sit pit complete | 2? 10. Water service pipework sizes shown as nominal bore. Any alternatives
HD. grated cover used must be equal or exceed those shown.
a \ San Qiy vy SSS | ! - 11. The Builder is to ensure that all services Contractors co-ordinate together
a before commencing to determine the correct construction sequence.
if 12. The Contractor is to provide ‘As Constructed’ documents to the
bs in iff | t SI Superintendent on completion of the contract.
b> 43.The Contractor shall allow for the supply of all labour, materials & plant
: A 4 ay ce 2 i SH N <| ZN necessary for the installation, testing & commissioning of the works as
Vas
c
/ lig Auto Bay 2 es WO mW described on the drawings & in the specification. The works shall be
<= 3 Take , Us i GD ma VD mG — 4 Ss Vac Bay 2 complete with full allowance for all minor & incidental items required
Away We though not specifically mentioned or detailed. The Contractor shall also
| Food & Drink ¥ jj 2,000 Litre SiltP 2 | aallow for all work required to make good.
A U E A WW Silt Pit RL, 109.75 Recycling pipework as per == 14. All materials shall be new, proven in service & suitable for the intended
a Outlet =< Pre ca cet ‘silt pit complete future Carwash Equpment a
Pe
i mm Pe. i H.D. grated cover. ‘Suppers drawings. purpose.
i} 109.80 3 15. Testing & commissioning shall be carried out prior to practical completion
< at FFL 109.08] a Pil lll Drainage to clearly demonstrate & record that the works efficiently meet the
Nk SS { 4 N BI! FFL 109.95 oT “ \ 4 Pit / y specified performaces & have been successfully commissioned as a
tt =
Po ls te I arenes) oS Secure in) / complete & integrated installation.
aug
«|| 5 ‘I Ke Ys Og x Storage 0 mm an N 20,000 L é / SITE SPECIFIC SEWERAGE NOTES:
wo
7 4 Re LMIN Bes nit location as per TD Room i, x! Vac Bay 3 / \o 1 The equipment for the treatment of liquid trade waste is to be kept clean
1 i) o 1 }e. es Water x rr ye [} Cat Wash equipment digs. E->N Lon SSS Water fare Separator Treatment Capacity = “a: and maintained (by ongoing removal of accumulated material from
\\Roof Lx ouc Store Room i y si lt oss Retention channels, silt traps and coalescing plate packs, and timely removal of
7,200 hr MIN. Note: 2 No. Electrical accumulated solids from Silt Pits, Reclaim Pits & the PewtroV/Oil
Store Room pisses as. WC 150mm FW O Grate within v Detention Tank diaphragm pumps mounted above floor aA Interceptor Pit by a licensed liquid waste contractor etc) in an efficient
=
ar Drainage Ny Laas ~ ‘separator to be connected to waste oil Spillsfeaks should be cleaned up using dry cleaning methods.
30 Heig Bar Detention T: bunded area. eee above ground mechanical oil water condition to the satisfaction of the Relevant Authority & must not be
ae : aral I 103.70 delivers oily waste water from Holding Pit to oe | modified without approval in writing of the Relevant Authority.
Pa i ae © | 8 ® aC ao Qu 3; SS aS AS OS AS SS HS Is) te, container & disconnector gully. Alll liquid trade waste from the Auto Wash bays shall pass through a
{ : == om s—= Treatment system to be in accordance with series of Reclaim Pits (4 No. 4,000 L MIN). Effluent water from the
Disabled a local Council & Water Authority Guidelines Reclaim Pits is to pass into the Petrol/Oil Interceptor Pit (4,000 L MIN)
‘s! ie WC El Wash Bay 1 Y for Trade Waste Discharges. and then be discharged to the sewer property house connection drain
Oil/Water Separator to be located ina point.
x > FFL 109.12. Eg UTIL Te —eo—oe ! FSL 109.75 bunded area. Each Dog Wash tub is to have a hair trap installed. The hair trap/s shall
i bom
oy Sf be cleaned on a regular (weekly MIN) basis.
| a hs) Animal droppings, litter, etc. shall not be disposed of into the sewerage
N are ore \\Roof a
Adx}
15 ~<a SS mS am S 11,000 Litre MIN lolding Tank . system.
Pe ts ee ibon Ts ms me) ci To be cast under the slab complete wih 2 All pumps, reclaim suction lines, conduits, venting, filters etc... are to be
e@ A= New Sewer, ie Sa No. Class ‘D" heavy duty iron (or other installed as per the Hydraulic Engineers, Manufacturers details & Car
ev? Man Hole + re ‘t ‘approved cover) gas tight ttatficable access covers. Wash Suppliers specifications. These are all to be specified during the
construction documentation stage.
ay | asheBay 2 5 eS om —S oS om: 1S Extension risers for Reclaim Pits or the Petrol/Oil Interceptor Pit shall be
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
7. | im. rs ( Oralgage, oF I ooo moe 70 a Gon mm 6M a 0 oa *, applications that are at risk of having sewerage backing up into them.
ud al Q2
aa
Le Y %, 2,000 Litre Sj 3) e Ut LEGEND
ae: it le
a eae ——S Silt Pit RL 109.70 = er
| I iz = ete sit pit complete & Drainage 9 og
ea OF: H.D. grated cover. Pit — Domestic Sewer Drain
ne 3 x
1 Se Hf Wegsh 1 ‘Wash 2 - —CW0 WO 100mm © Trade Waste Drain- HDPE
Is Ny RIAA 3 Be
=
1%, be Super Bay 1 -—-—_- —__- _. Wz @ Recycled Water Pipe
FSL 109.7! = meee — -—
Dog Wash unit
\° 6 tl 3 & complete with hair Pipe up
m lz 4 2,000 Litre Silt Pit CWO ma WO G10 GVO GD G0 age 0 a trap (2 places). |
Silt Pit RL Top: 109.60
ie 1 Pre cast concrete sit pit complete 2 Flow direction
i with H.D. grated cover. «4
lew Sewer ———
,
14 li ene S jan Hole | i} TT 3 —e Inspection Opening Surface
e a TD Tundish
<2
ch KO cs) bi I
— —— ao HII FWG
Le Floor Waste Grate
A oe
= ee SO ) Pit = se Reflux Valve
f i8 oe Drainage | le
| }>| Pit + Co) = 8 Drainage SupersBay 2 # i= =) se Overflow Relief Gully
70h ‘1 A is ef | = Pit a Drainage 2,000 Litre Silt Pit WommcvommcrOmmEino mci mci mi} ma [eo Disconnector Gully
Silt Pit RL Top: 109.60
|" o Cc) in Area al e 3) g: Pit Pre cast concrete sit pit complete
with H.D. grated cover.
Raped
| | New 2 aye! ee. ie \ a: cs. az, Ewathe > - WT z! xt Existing surface levels
sr aceon Say: oS nwali we
buadhifl wis tnperiny A] a Finished surface levels
ET Ta Wea a 4 me ae a a LT Sa a ae
OER vith’ oT. Bets + * ay 4
Se
ee tei He a a Es aa Wr mae nk Fe * WARNING: Authority Sewer Connection Point
Se
Ce - * i A 44 be 5 hse aes + ane av * te Sine aot SERVICES LEGEND The existing services shown on
a7 po tae +s re ast , t Be See aS ee ee ea sD 200mm wide x 150mm MIN deep SD
a
eoiae amt enti [i a, role aie «* Sy Overspray strip drain to drain into ‘Pipe
a ite = 4 a cae this plan have been derived
if a ES ee ES me ES me Existing Sewer Pipe from records of the relevant Up’.
I. ) fe) anes Ey either from field survey or plotted
=
| ie ad a authorities and no guarantee is
a ro) x _ Existing Stormwater Drainage given as to their accuracy. It is = Stormwater Drainage Grated Pit,
ue 3 A the responsibility of the Junction Pit & Grated Strip Drain as
PRELIMINARY SANITA Eee Eee Ee Ee Existing Overhead Power Lines contractor to verify on site the GD per Civil Eng dwgs.
location of all services prior to
RY DRAINAGE LAYOUT PLAN DIAL BEFORE — ew — Existing Water Mains Pipe the commencement of works.
YOU DIG
SCALE 1: 100 www.1100.com.au —_— NBN —— Existing Telecom Cables
© TNC Building Design Group 2023
© Design Copyright ISSUED FOR PLANNING APPROVAL PROPOSED CAR WASH + AT: 34 (LOT 4, 5 & 6) ELM STREET, 4: ae, eee
These drawings may not be copied in whole
or in part without the written consent of TMC
Additional On-Site Retention/Detention Tank added Building Design Group. Any changes NOT TO BE USED FOR CONSTRUCTION PURPOSES COOROY, QLD, 4563 TMC | Building Design Group
20-12-2023 | proposed by the Client, Council or the TAKE AWAY FOOD & DRINK Design
Additional Reclaim Pit added. STW pits updated. 10-05-2023 relevant Planning Approval Authority shall 0 1 2 3 4 5 10M FOR: CHRIS KING & JOANNE HILL P.O. Box 3494, Mornington, VIC, 3931. Phone No. 0416 114573
be reported to TMC Building Design Group OUTLET E:mail- [email protected] Issue:
Issued For DA Planning Approval 29-3-2022 authorisation prior to said changes being
DESCRIPTION implemented. SCALE 1 : 100 AT ORIGINAL SIZE DEC 2023
TC 20 Dec 2023 9:35 PM - T:\TMC\\2020\20-032 Chris King- Cooroy, QLD\20-032 DA Rev F.DWG Designed: T. MICHAELS The peak body for the Sheet No: H1 of 1. JJob No: 20-032 DA
building design profession
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Page 34 of 731
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