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Appendix C - Stormwater Management Plan
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MCH4539
MCH4891 MCH4539
27000 5650
INLET
II
II
II
II
II
II 7
II
II
II
II
II
II
II
II
II
II
II
II
II
II
6 SL6.100 900 x 900 ACCESS
RAMP 1:8
II 7
CAR PARK DRAINAGE SHOWN INDICATIVE
AND TO BE CONFIRMED BY HYDRAULIC 900 x 900 ACCESS
ENGINEER AT DETAILED DESIGN STAGE WEIR RL 5.30 TO CARTRIDGE BAY
900 x 600 GRATED
FIELD INLET RL4.60
6200
BASE AREA = 164m2
WEIR RL 5.40
1500
INLET
BASEMENT
(BELOW) AT FFL2.70 15 x 460 STORMWATER
CAR PARKING CAR PARKING OUTLET
1500
1 360 PSORB STORMFILTER
- CARTRIDGES
UP
STORMFILTER DETENTION TANK DETAIL PLAN
SCALE 1:100
UP LANDSCAPE
LANDSCAPE
RAMP 1:7
6 7
SP264847
SP264847 LANDSCAPE
RAMP IS NOT SUBJECT TO
150 COVER
900 x 900 ACCESS 900 x 900 ACCESS
DIRECT RAINFALL (ROOFED) TO CARTRIDGE BAY
RUNOFF TO BASEMENT
WILL BE MINIMAL INLET PIPE
SURFACE LEVEL
ROOF 1
ROOF 1
GROUND FLOOR
GROUND FLOOR Ø525 OUTLET WEIR RL 5.40 WEIR RL 5.30
FFL 6.15 INLET
FFL 6.15
950
800
700
SL6.10 6
BASE RL 4.60
UNDERGROUND TREATMENT Emt BA OUTLET 1 OUTLET 2 15 x 460 STORMWATER 360
AND DETENTION TANK SP222982
Ø375 AT IL4.60 2 x Ø225 AT IL4.65 PSORB STORMFILTER
FALL
CARTRIDGES
UP
FALL
SECTION 1
SCALE 1:50 -
0 0.5 1.0 2.0 2.5
LANDSCAPE
SCALE 1:50 (A1) 1:100 (A3)
LANDSCAPE
FIELD INLETS PROVIDED FOR NOTE: 0 1 2 3 4 5
SL5.90 HYDRAULIC ENGINEER ENVIROPODS TO BE FITTED
SL5.75 CONNECTION OF ROOF WATER
EX5.40 Emt S E W TO EACH FIELD INLET PIT SCALE 1:100 (A1) 1:200 (A3)
FH
SP264847 E
SL5.40 W S T
S S
0 5 10 12.5
Emt R WAY T
ING DRIVE
S S E W
S
EXIST S S
SP264847
S S
E T S
S W
SCALE 1:250 (A1) 1:500 (A3)
S
S E T S
EX5.80 T W
S S
S E S
Emt O
S S
T W
S S S S
SP244573 E S
EX5.60 T W S
E
SW SW SW SW T W 6
SW SW S
6
SW SW E W
IL 4.506 SW SW SW T S
SW C
CONNECT TO EXISTING W
E
T
W S
EXISTING
LEGEND PROPOSED
30.10.18 PRELIMINARY ISSUE KC MH
OUTLET TO BASIN STORMWATER PIT
E S
SW
B 24.08.18 PRELIMINARY ISSUE KC MH
W T
SW PROPERTY BOUNDARY A 30.07.18 PRELIMINARY ISSUE BCM MH
E IL 4.290 (ESTIMATED) E SW
T
S
W W SW SW SW 5.00 CONTOUR
ISSUE DATE AMENDMENT BY APP
E T S BUILDING
SW
E
3 W CONCRETE
COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
FH
SP246584 WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
W E T
S
FH
CONSULTING PTY LIMITED 2017 ©
W EDGE OF BITUMEN
E
FH
MPN Consulting Pty Ltd
DRIV
E SW KERB
mpn
T
S
T ABN: 39 062 191 799
E W SW KERB AND CHANNEL
T 39 Sherwood Road, Toowong, Qld, 4066
W
E T
S
SW P: 61 7 3335 4555
W FLUSH KERB
E consulting F: 61 7 3371 3196
S SW SW STORM WATER MAIN E: [email protected]
T E T
W SW W WATER MAIN
E
ET
S
SW CLIENT:
W E SW S SEWER MAIN
NOT FOR CONSTRUCTION
T
W
E
T
S
SW AN N SW T TELSTRA CABLE RIBARJA PROPERTY
M
W
T E
H O F SW TREATMENT TABLE E U/G ELECTRICITY
S
SW SW CATCHMENT IMPERVIOUS O/H ELECTRICITY HOFMANN DRIVE MEDICAL CENTRE
N
W E MUSIC NODE TREATMENT TYPE
E
SW
AREA (Ha) AREA (%) LANDSCAPE WALL
SW
S
E SW
SWALE DRAIN
SW
ROOF 0.305 100 FINISHED SURFACE LEVEL FSL 22.22
S SW SW HOFMANN DRIVE, NOSSAVILLE QLD
E
LANDSCAPE STORMWATER 360 ENVIROPODS 0.115 25
AND STORMFILTERS
ROOF AREA STORMWATER DRAINAGE
TREATMENT PLAN
ROAD 0.254 100
ROAD AREA DESIGN: ND DRAWN: ND SCALES: AS SHOWN
CHKD: APPRD: DATE:
mpn JOB DRAWING No. REV
LANDSCAPE AREA
7700 DA.01 C
PRELIMINARY
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