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RFI - Attachment H - Stormwater Management Plan_Issue C_
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Plans and drawings
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Log in to see the plans as drawn 27000 5650
INLET
900 x 900 ACCESS
Emt A Emt J Emt H
MCH4891 MCH4539
MCH4539
II
II
II
II
II
II 7
II
II
II
II
II
II
II
900 x 900 ACCESS
II
II
II
II
II
II
II
6 SL6.100
WEIR RL 5.30 TO CARTRIDGE BAY
RAMP 1:8 900 x 600 GRATED
II 7
FIELD INLET RL4.60
6200
CAR PARK DRAINAGE SHOWN INDICATIVE BASE AREA = 164m2
AND TO BE CONFIRMED BY HYDRAULIC WEIR RL 5.40
1500
ENGINEER AT DETAILED DESIGN STAGE INLET
15 x 460 STORMWATER
OUTLET
1500
1 360 PSORB STORMFILTER
- CARTRIDGES
BASEMENT
(BELOW) AT FFL2.70
CAR PARKING CAR PARKING
STORM FILTER DETENTION TANK DETAIL PLAN
SCALE 1:100
150 COVER
900 x 900 ACCESS 900 x 900 ACCESS
TO CARTRIDGE BAY
SURFACE LEVEL INLET PIPE
LANDSCAPE
LANDSCAPE
Ø525 OUTLET WEIR RL 5.40 WEIR RL 5.30 INLET
950
800
700
BASE RL 4.60
RAMP 1:7
6 OUTLET 1 OUTLET 2 15 x 460 STORMWATER 360
SP264847
7 LANDSCAPE Ø375 AT IL4.60 2 x Ø225 AT IL4.65 PSORB STORMFILTER
SP264847
RAMP IS NOT SUBJECT TO CARTRIDGES
DIRECT RAINFALL (ROOFED)
RUNOFF TO BASEMENT
WILL BE MINIMAL SECTION 1
SCALE 1:50 -
ROOF 1
ROOF 1
GROUND FLOOR
NOMINAL FACE
GROUND FLOOR
FFL 6.15
FFL 6.15
OF KERB
FSL6.10 6
UNDERGROUND TREATMENT Emt BA
AND DETENTION TANK SP222982
EDGE OF PAVEMENT TYPE B2 - BARRIER KERB (BK)
FALL
DESIGN LEVELS
0 0.2 0.4 0.6 0.8 1.0
FALL
FL EDGE OF PAVEMENT TYPE B1 - BARRIER KERB AND CHANNEL (BKC) SCALE 1:20 (A1) 1:40 (A3)
DESIGN LEVELS
0 0.5 1.0 2.0 2.5
FL
SCALE 1:50 (A1) 1:100 (A3)
LANDSCAPE LANDSCAPE EDGE OF PAVEMENT TYPE M6 - FLUSH KERB (FL)
BK DESIGN LEVELS 0 1 2 3 4 5
FIELD INLETS PROVIDED FOR
FSL5.90 HYDRAULIC ENGINEER
CONNECTION OF ROOF WATER DENOTES SETOUT POINT SCALE 1:100 (A1) 1:200 (A3)
EX5.40 Emt S E W
FH
BK FSL5.75 E
BK
SP264847
FSL5.40 S S W S T 0 5 10 12.5
Emt R WAY T
IPWEAQ KERB AND KERB AND CHANNEL
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
BKC E T S SET-OUT POINTS AND DESIGN LEVELS
EX5.80 T W
S S
S E S (REFER IPWEAQ STD DWG No RS-080)
Emt O
S S
T W
S S S S
SP244573 E S SCALE 1:20
EX5.60 T W
E
S E 16.05.19 PRELIMINARY ISSUE KC MH
SW SW SW SW T W 6
SW S
6
BKC SW SW SW SW E W D 17.04.19 PRELIMINARY ISSUE KC MH
IL 4.506 SW SW T S
SW E W C 30.10.18 PRELIMINARY ISSUE KC MH
S
CONNECT TO EXISTING T
W
STORMWATER PIT
E B 24.08.18 PRELIMINARY ISSUE KC MH
LEGEND
S
OUTLET TO BASIN W T SW
SW
E IL 4.290 (ESTIMATED) E SW EXISTING PROPOSED A 30.07.18 PRELIMINARY ISSUE BCM MH
T
S
W W SW SW SW
PROPERTY BOUNDARY ISSUE DATE AMENDMENT BY APP
E T S
SW
E
3 W 5.00 CONTOUR 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 BUILDING
FH
CONSULTING PTY LIMITED 2017 ©
W
E
FH
CONCRETE MPN Consulting Pty Ltd
DRIV
E SW
mpn
T
S
T ABN: 39 062 191 799
E W SW EDGE OF BITUMEN
T 39 Sherwood Road, Toowong, Qld, 4066
W
E T
S
SW KERB P: 61 7 3335 4555
W consulting F: 61 7 3371 3196
KERB AND CHANNEL
E
S SW E: [email protected]
T E T
W SW NOTE: FLUSH KERB
E
ET
S
SW ENVIROPODS TO BE FITTED SW STORM WATER MAIN CLIENT:
W E SW
NOT FOR CONSTRUCTION
T
E S
NN SW TO EACH FIELD INLET PIT W WATER MAIN RIBARJA PROPERTY
FMA
W W T SW S SEWER MAIN
T E
HO SW
S
SW SW
T TELSTRA CABLE HOFMANN DRIVE MEDICAL CENTRE
W E E U/G ELECTRICITY
E
SW
S
SW O/H ELECTRICITY
N
E SW
SW
LANDSCAPE WALL
S SW SW SWALE DRAIN HOFMANN DRIVE, NOSSAVILLE QLD
E
TREATMENT TABLE FINISHED SURFACE LEVEL FSL 22.22
CATCHMENT IMPERVIOUS STORMWATER DRAINAGE
MUSIC NODE TREATMENT TYPE
AREA (Ha) AREA (%) ROOF AREA TREATMENT PLAN
ROOF 0.305 100 DESIGN: ND DRAWN: ND SCALES: AS SHOWN
CHKD: APPRD: DATE:
ROAD AREA
LANDSCAPE STORMWATER 360 ENVIROPODS 0.115 25 mpn JOB DRAWING No. REV
AND STORMFILTERS
ROAD 0.254 100 LANDSCAPE AREA 7700 DA.01 E
PRELIMINARY
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