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Approved Plans MCU22/0102
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Plans and drawings
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WC = 87.6 %
Store Room & Detention Tank Oil/Water
Bike Rail
Height Bar F F Vac Island Contribution to Stormwater Discharge Post Site 764.0 M2
Bench Separator Development * $ (Excl. Building Roofed Areas)
Site Boundary 40.213M, 82 ° 00' 50"
Drainage = 41.6 %
150mm high Conc Kerb
Council Annotation: Pit STAFF STAFF Roof Outline Over Hatched area indicated Therefore, the proposed development will have a 35.4 %
reduction (650 M2 of impermeable area less than the existing
STAFF
Council condition 26
36.19M, 262 ° 01' Bike Rail
upper level Plant Room
Bicycle spaces to be 4100 11200 site) in overall site stormwater discharge due to the proposed
roofed area.
Disabled
Bin Area
underground 2 No. 20,000L Stormwater retention tanks and
OPAL STREET
relocated on to site Wash Bay 1
3000
WC AUTO BAY 20,000 L MIN large roofed area connecting into these tanks.
Existing Painted lines define extent Silt Pit 12,000 MIN
ENTRY # "Effective Site Area"- the overall site area excluding the
DIAMOND LANE
2 x Stop of waiting car parks or traffic Holding Tank
Valves
9200 10250 Council 'Road' dedication area and 'Footpath' allocation.
lane markings, typical.
Roof Water Retention * All site areas listed with an " * " are based on the Effective
Roof Outline Over
(BITUMEN SEALED ROAD)
1800 2700 & Detention Tank Site Area as described above.
Existing Spoon Drain
MIN
2400
1985
F New Sewer $
This figure represents the actual contributory Effective
S
9250
Man Hole Site Area that will be discharged from the site (ie: only the
Roof Outline Over
2000 driveway hardstand area) since all roofed areas will be
Directional arrows & text depicts B Road
Site Boundary
connected to the oversized (double capacity) underground
Roof Outline Over traffic flow for vehicles entering 7 Wash Bay 2 Widening water tanks and this rainwater will be used in the car
the various car wash areas. Shaded area indicates
Drainage washing process. Therefore this rainwater cannot enter
Silt Pit extent of the Car Wash into the Stormwater system and hence it is excluded from
Pit
main building roofed areas. all Stormwater calculations and the Post Development
4900 17000 impervious contributory area. This represents an ~35%
2300 11200 3500 improvement (reduction) in site stormwater discharge
EXIT Drainage Post-development.
Pit Dog Dog
17490
6250 Wash 1 Wash 2
Driveway
Dog Wash Unit
15000 1000
Existing Edge of Bitum
ENTRY ONLY
1000
Super Bay 1
Strip Drain
Roof Outline Over
Landscaping
Roof Outline Over
7500
New driveway to be installed as per Council
Standard Drawings for Commercial driveway. Silt Pit
K erb
igh Conc
New Sewer 150 mm h
en
S
Road Centreline
Man Hole
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
Connect to existing STW Pit Drainage
Pit Silt Pit
pipe via new Access
5800
Chamber Pit in Existing Drainage Council Annotation:
Water Shaded area indicates approx. Pit
accordance with Council Bin Area Landscaping extent of retaining wall. Council condition 10.
Meter
Standard drawings. 2 metre strip to be
W 150mm high Conc Kerb
Existing STW Spel Basin- Stormwater 1200
dedicated across the full
1200
1200 Landscaping length of the frontage
Side Entry Pit Quality Treatment Area
New 2.0M MIN wide
Existing Sewer Conc Footpath- in 150mm high Conc Kerb
Man Hole- TBC Shaded area indicates approx.
accordance with
PROPOSED
2000
2000
SW Pedestrian Link Footpath extent of retaining wall.
Council standard
Existing STW
STW Junction Pit details
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
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