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Council Meeting MCU22-0201
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GENERAL NOTES:
|. This drawing is preliminary and only to be used to demonstrate the
adequacy of the Hydraulic design for the Car Wash operation only.
Further documentation (during the construction drawing stage) will specify
all pipe sizes, venting, invert levels et...
Do not scale the drawings.
Al works shall be completed by suitably qualified trades people with
current licence and insurance cover.
‘The Plumbing Contractor/Builder is to consult with the Crvil/ Structural
Engineer regards to all excavations & placement of all below ground tanks
& drains to ensure the integrity of the building and the foundations are not
Compromised due to excavation within the zone of influence to any
structure.
All works are to be constructed in accordance with the standard
‘& Water Supply Laws 1998, National Construction Code (BCA), AS 2149,
‘AS 2441, AS 2444, National Plumbing & Drainage Code, AS 3500 Parts
4-4, al other relevant Australian Standards & local laws.
‘The Builder/Contractor is to check interpretation of Bylaws with Counci.
‘The Builder/Contractor isto verify all surface levels, invert levels & cover
over waste drainage lines are correct & obtainable before construction
commences.
8. The locations of any existing services shown on the drawing/s are
approximate only & have not been verified. The Builder/Contractor shall
verify locations of services before commencement of work. The
Builder/Contractor shall not work near these services without personal
supervision or the written permission of the Relevant Authority.
9. All pipes laid underground in landscaped areas are to be a MIN of 400mm
to the invert level & shall be MIN [email protected]. Water service pipework sizes shown as nominal bore. Any altematives
sed must be equal or exceed those shown.
14. The Builder is to ensure that all services Contractors co-ordinate together
before commencing to determine the correct construction sequence.
12. The Contractor is to provide ‘As Constructed’ documents to the
‘Superintendent on completion of the contract.
413. The Contractor shall allow for the supply of all labour, materials & plant
oN
EM
&.
Existing Bus stop
*
4 No. 3,900 Litre MIN Reclaim Pits
S00 ae Race
peepee eerie
other approved cover) gas tight trafficable access covers.
j Al
Auto Bay 1
Seating Area
Vac Bay 1
2,000 Litre
sit Pit AL,
rated core,
2
|
1
V
2 ‘necessary forthe installation, testing & commissioning of the works as
Take ig Aue Beye Vac Bay 2 described on the drawings & in the speciication. The works shal be
Away Eo ooo ti complete with ful alowance forall minor & incidental tems requied
& 11 22000 Cire: though not specifically mentioned or detailed. The Contractor shall also
Sm GREL, allow for all work required to make
‘good.
14, All materials shall be new, proven in service & suitable for the intended
purpose. a
415. Testing & commissioning shall be carried out prior to practical completion
to clearly demonstrate & record that the works efficiently meet the
Outlet
gate cover,
2
1s i , -cified performaces & have been successfully commissioned as a
‘F re j ¢ te sa
Ios re / VaoiBiayas 7 SITE SPECIFIC SEWERAGE NOTES:
12< viper tage , fi 1. The equipment for the treatment of liquid trade waste is to be kept clean
= Auwiater Separator Treatment capacity = and maintained (by ongoing removal of accumulated material from
Store Room ‘channels, silt traps and coalescing plate packs, and timely removal of
Store Room § wcll. metwosnans ‘er un Ni: 216 este ee ee oe ea
iene, * sued Interceptor Pit by a licensed liquid waste contractor etc) in an efficient
delivers oily waste water from Holding Pit to
above ground mechanical oll water
separaior to be connected to waste oil
container & disconnector gully.
‘Treatment system to be in accordance with
local Council & Water Authority Guidelines.
‘condition to the satisfaction of the Relevant Authority & must not be
‘modified without approval in writing of the Relevant Authority
Spillsleaks should be cleaned up using dry cleaning mé
Al liquid trade waste from the Auto Wash bays shall pass through a
series of Reclaim Pits (4 No. 4,000 L MIN). Effluent water from the
Reclaim Pits is to pass into the PetroV/Oll Interceptor Pit (4.000 L MIN)
We for Trade Waste Discharges.
ne ah Bay 1 \\ Oil/Water Separator to be located ina bbe tren bbe discharged to the sewer property house connection drain
es ars UMS“ =r, 4, Each Dog Wash tub is to have a hair trap installed, The hair trap/s shall
fa eS
i be cleaned on a regular (weekly MIN) basis.
5. Animal droppings, litter, etc. shall nat be disposed of into the sewerage
system.
‘All pumps, reclaim suction lines, conduits, venting, filters ete... are to be
installed as per the Hydraulic Engineers, Manufacturers details & Car
Wash Suppliers specifications. These are all to be specified during the
construction documentation stage.
7. Extension risers for Raciaim Pits or the Petrol/Oil Interceptor Pit shall be
made to fit the unit to the exact depth shall be 300mm MIN high.
8. Itis recommended that back flow prevention devices be installed in
applications that are at risk of having sewerage backing up into them.
11,000 Litre MIN
Tobe castunde the paving slab complet wih 2
Nia Cis "ham duty fan (rahe
-pproved cove) gas ight access covers.
7
@
LEGEND
wecomcomen = Domestic Sewer Drain
Drainage
100mm @ Trade Waste Drain- HDPE
Super Bay 1 Recycled Water Pipe
Dog Wash unit
‘complete with hai
trap @ places),
2,000 Litre Silt Pit
Si Pit RL Top: 109.60,
Precast concete sit pit conplete
eth HD. gated cover.
Pipe up
9801 1S
Flow direction
pests
Inspection Opening Surface
Tundish
Floor Waste Grate
eo
Drainage = a
Pt =}
Retlux Valve
Overflow Relief Gully
2,000 Litre Silt Pit:
Sit Pit RL Top: 109.60,
Pra cast concrete st pil compete
wih AO. grated cover,
we0i 1S
Disconnector Gully
Existing surtace levels
Finished surface levels
= Authority Sewer Connection Point
ig Services shown on.
this plan have been derived SD. 200mm wide x 150mm MIN deep SD
SERVICES LEGEND
either from field survey or plotted ‘Overspray strip drain to drain into ‘Pipe
mts—es—es— Existing Sewer Pipe from records of the vewrant vee
authorities and no guarantee is
ono eso Existing Stormwater Drainage given as to their accuracy. It is ‘Stormwater Drainage Grated Pit, |
the responsibilty of the i
contractor to verify on site the Junction Pit & Grated Strip Drain as
location of all services prior to EEETETIN per Givi Eng dwos.
the commencement of works. —
Existing Overhead Power Lines
DIAL BEFORE Existing Water Mains Pipe
YOU DIG
www.1100.com.ou
PRELIMINARY SANITARY DRAINAGE LAYOUT PLAN
SCALE 1: 100
—— hen —— Existing Telecom Cables.
==
TMC Building Design Group 2023
Design Copyright
drawings may not be copied in whole
in part without the written consent of TMC
Design Group. Any changes
by the Client, Council or the
Planning Approval Authority shall
reported to TMC Building Design Group
29-9202 | authorisation prior to said changes being
DATE
ISSUED FOR PLANNING APPROVAL
NOT TO BE USED FOR CONSTRUCTION PURPOSES
AT: 34 (LOT 4, 5 & 6) ELM STREET,
COOROY, QLD, 4563
PROPOSED CAR WASH +
TAKE AWAY FOOD & DRINK
OUTLET
- eee
ee pili ‘
Design MC [Building Design Group
P.O. Box 3494, Mornington, VIC, 3931. Phone No. 0416 114573
Matters
National
“The peak body for the
building design profession
Member
Additional On-Site Retantion/Detention Tank added 20-12-2023
Additional Reclaim Pit added. STW pits updated.
1005-2028
FOR: CHRIS KING & JOANNE HILL
Issued For DA Planning Approval
SCALE 1: 100 AT ORIGINAL SIZE
TC 20 Dec 2023 9:35 PM - T:\TMC\2020120-032 Chris King- Cooroy, QLD\20-032 DA Rev F.DWG
Date: DEC 2023 Issue:
no: 20-032 DA
Scale’
00
Drawn:
T. MICHAELS Destnedt
T. MICHAELS Sheet No: H1 of 1.
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