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Attachment 1 - Proposal Plans
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Plans and drawings
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Log in to see the plans as drawn4600 site) in overall site stormwater discharge due to the proposed
Disabled Wash Bay 1
Bin Area
underground 2 No. 20,000L Stormwater retention tanks and
OPAL STREET
WC AUTO BAY large roofed area connecting into these tanks.
Site Boundary 36.19M, 262 ° 01'
Existing Silt Pit 12,000 MIN
ENTRY Painted lines define extent # "Effective Site Area"- the overall site area excluding the
DIAMOND LANE
2 x Stop Holding Tank
Valves of waiting car parks or traffic Council 'Road' dedication area and 'Footpath' allocation.
lane markings, typical.
* All site areas listed with an " * " are based on the Effective
Roof Outline Over
(BITUMEN SEALED ROAD)
1800 2700 Directional arrows & text depicts Site Area as described above.
1800
Existing Spoon Drain
MIN traffic flow for vehicles entering
9250
New Sewer $
1985
the various car wash areas. S This figure represents the actual contributory Effective
Man Hole Site Area that will be discharged from the site (ie: only the
Lower Roof Outline Over
Roof Outline Over
2000 driveway hardstand area) since most roofed areas will be
Road connected to underground water tanks and this rainwater
4300 800
Wash Bay 2 Widening will be used in the car washing process. Therefore this
~240 Landscaping Shaded area indicates rainwater cannot enter into the Stormwater system and
Silt Pit extent of the Car Wash hence it is excluded from all Stormwater calculations and
main building roofed areas. the Post Development impervious contributory area. This
represents an ~31% improvement (reduction) in site
6250
stormwater discharge Post-development.
17490 2300 11200 3500 EXIT Drainage
Pit Dog Dog
Wash 1 Wash 2
Strip Drain
Driveway
Dog Wash Unit
Existing Edge of Bitum
ENTRY ONLY
Super Bay 1
Roof Outline Over
Landscaping
Roof Outline Over
7500
New driveway to be installed as per Council Drainage
Standard Drawings for Commercial driveway. Silt Pit
K erb
Pit
igh Conc
New Sewer 150 mm h
en
S
Road Centreline
Man Hole
Strip Drain
Standard approved "No Entry" sign to face
NO ENTRY
roadway, with "Exit" Sign to face carwash.
Signs to be placed on the same sign post
12450
Driveway each side of the driveway.
LEFT TURN
ONLY
Roof Outline Over
2.1M high Colorbond or
Existing Table Drain
A Drainage
timber slat Fence & 7 Pit
Shaded areas indicates site
700
Super Bay 2
Roof Outline Over
Swing Gates to Bin Area.
Landscaping.
0
Drainage
Pit Silt Pit
5800
Existing Drainage
Water Shaded area indicates approx. Pit
Meter Bin Area Landscaping extent of retaining wall.
W 150mm high Conc Kerb
Existing STW 1200
1200
1200 Landscaping
Side Entry Pit
Existing Sewer 150mm high Conc Kerb
Man Hole- TBC Shaded area indicates approx.
PROPOSED
2000
2000
SW Pedestrian Link Footpath extent of retaining wall.
Existing STW
STW Junction Pit
Existing
TP 108.32 Telecom
Pit Existing Brick Fence ~1.5M high Site Boundary 50.286M, 171° 59' Existing Brick Fence ~1.5M high Existing Brick Fence ~1.5M high
Existing
Sign 16300 19400 ~14600
CAR WASH
Existing Spoon Drain
Bitumen Car Parking
Existing
STW
Kerb
Existing
Light Pole
No. 5 Existing
Light Pole
LAYOUT PLAN
Adaptor
LOT 2 ON SP 248165
SCALE 1 : 100
© TMC Building Design Group 2022
© Design Copyright
D Issued For DA Planning Approval 29-9-2022
ISSUED FOR PLANNING APPROVAL AT: 34 (LOT 4, 5 & 6) ELM STREET,
These drawings may not be copied in whole
PROPOSED CAR WASH +
NORTH
C Issued For Noosa Council Pre-Lodgement Meeting 2 5-07-2021 or in part without the written consent of TMC
COOROY, QLD, 4563
B Issued For SARA Pre-Lodgement Meeting
Building Design Group. Any changes
16-2-2021 proposed by the Client, Council or the
NOT TO BE USED FOR CONSTRUCTION PURPOSES
TAKE AWAY FOOD & DRINK
TMC Building Design Group
relevant Planning Approval Authority shall P.O. Box 3494, Mornington, VIC, 3931. Phone No. 0416 114 573
A Issued For Noosa Council Pre-Lodgement Meeting 13-1-2021
be reported to TMC Building Design Group FOR: CHRIS KING & JOANNE HILL E:mail- [email protected]
Sk:1 Issued For Initial Comments 26-11-2020 authorisation prior to said changes being OUTLET Scale: 1:100 (A1) Date: SEPT 2022 Issue:
implemented.
ISSUE DESCRIPTION
REVISIONS
DATE
TC 30 Sept 2022 3:05 AM - T:\TMC\\2020\20-032 Chris King- Cooroy, QLD\20-032 DA Rev A.DWG
Drawn:
T. MICHAELS
Designed:
T. MICHAELS Sheet No: 3 of 9. Job No: 20-032 DA D
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