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RFI - Attachment 5 - Amended Stormwater Management Plan · MCU22/0094
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 32, section 1. The text section number identifies this passage in the reader.
EXISTING
LEGEND PROPOSED
PROPERTY BOUNDARY
EASEMENT
DETENTION
900 x 900 DOME
EXTENDED
5.00 CONTOUR 5.00
TOP GRATE
300
BUILDING
REFER LANDSCAPE ARCHITECTS CONCRETE
1.5kL SLIMLINE TANK TO DRAWINGS FOR SURFACE VEGETATION RL 4.10 EDGE OF BITUMEN
HARVEST ROOF RUNOFF II KERB
II 5.6
WALL
II
5.2ALL
5.4 RET CONCRETE INVERT
W SURFACE LEVEL 3.80
II 5.0
II RET
II
II
RET WALL SW STORM WATER MAIN
ALL
RET
II
II RET 5.0 W 5.0
W WATER MAIN W
S SEWER MAIN S
500
II
II
T TELECOMMUNICATIONS
WALL
SANDY LOAM. TO SATISFY A
II
E U/G ELECTRICITY
HYDRAULIC CONDUCTIVITY OF
100
O/H ELECTRICITY
N
PROPOSED 3.0m WIDE 200mm / hr. FENCE
RET
200
II
PUBLIC THOROUGHFARE
4.2
4.8 4.6
COARSE SAND BARRIER 8 8 8 8 8 8
FOOTPATH.
II
4.4
3.00 RET WALL RETAINING WALL RET WALL
GRANULAR BACKFILL
WALL
USIL 4.15 LANDSCAPE WALL
150Ø SLOTTED uPVC PIPE
WALL
DSIL 3.96 TOP OF BATTER
5.0
WITH 1.5-2mm SLOTS (1.5m MAX
FACE OF BATTER
5.2II
CTRS, 0.5% MIN. GRADE)
RET
TOE OF BATTER
RET
TYPICAL FILTER MEDIA DETAILS SWALE DRAIN
4.8
ALONG KERB
300Ø
WALL
0.5% FALL
SCALE 1:20
II
BUILDING ROOF AREA
FFL 5.00
RET
LANDSCAPE MEDIUM PARTICAL SIZE CONTENT/ SIEVE - % PASSING
II
SANDY LOAM COMPLIANT WITH 5 - 10 % ORGANIC ROAD AREA
4.0
WALL
FAWB GUIDELINES pH 6.0 - 8.0
ROOF
5.0
200mm/hr HYDRAULIC
STAIRS BY OTHERS ROAD CONDUCTIVITY. LANDSCAPE AREA
4.6
5.0II
RET
COARSE SAND 1.0mm TYP. 1.4mm - 100%
1.0mm - 80%
0.7mm - 44%
WALL
BARRIER AND RETAINING WALL. 0.5mm - 8.4%
II
NEW SUSPENDED BOARDWALK GRANULAR 5mm
STUB FOR HYDRAULIC
WALL
4.6
AND ARBOUR. REFER TO BACKFILL
CONNECTION.
ARCHITECTURE DRG.
RET
TYPICAL.
4.4 RET4.2
5.0
600mm MIN. CUT OUT IN KERB
II
WALL
FOR BIO BASIN INLET. REFER
TO SECTION DETAIL USIL 3.94
4.2
DSIL 3.86
S
2
II
BIO BASIN. 0Ø
RET
AREA: 22 m2.
4.2 30
4.0
-
SUSPENDED OPEN BOARDWALK
REFER DETAIL 5.0
4.8
TO ALLOW FILTERED LIGHT
WALL
S THROUGH TO PLANTS
300Ø
II
PROPOSED WALL TO BRIDGE S BIO BASIN
3.8
EXISTING STORMWATER LINE USIL 3.90 RETAINING AND 0.6m HIGH
2
FALL 25Ø DSIL 3.86 5.0 LANDSCAPE SEAT BARRIER (TYP.)
4.8
II
SW
CARPARK 0 0.2 0.4 0.6 0.8 1.0
RP BDY
4.6
EXISTING 375Ø SW PIPE
1 USIL 4.14
S HOFMANN NATURAL
-
II
RET
USIL 3.00 DSIL 3.92 SURFACE RL 4.50 SCALE 1:20 (A1) 1:40 (A3)
DRIVE
DSIL 2.90 4.2
LANDSCAPE
SW
S 225Ø
II
II
S
USIL 3.84 4.8 EX. RL 4.25 0 0.5 1.0 2.0 2.5
WALL
II
DSIL 3.80
SW BIO BASIN SL 3.80
RETAINING
II
EX. 7 SCALE 1:50 (A1) 1:100 (A3)
SW
4.4
SW 50Ø ROCK ON GEOFABS WALL
0.80
II
II
OVER FILTER MEDIA
S
0 2 4 6 8 10
II
SW STORMWATER DISCHARGE TO S
IL 2.8 RL 3.00
W
4.8
II
8 EXISTING 1050Ø MANHOLE.
II
4.8
II
SW 4.6 SCALE 1:200 (A1) 1:400 (A3)
II
W FILTER MEDIA. REFER
SW S
4.6
TYPICAL DETAILS.
S
SW
W
W S
SW
S
W SW S
E E E
BIO BASIN 1 SECTION 1
SW S
SW
SCALE 1:50 -
HO F
S
W
W SW S S D 31.03.23 FOR APPROVAL BT LS
MAN E
N DR SW C 10.03.23 FOR APPROVAL BT LS
IVE
S
SW
B 06.07.22 FOR APPROVAL BT LS
SW
SW
W
E
S
W A 20.05.22 FOR APPROVAL KC LS
SW
ISSUE DATE AMENDMENT BY APP
W SW
E SW
COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
W SW SW
SW CONSULTING PTY LIMITED 2018 ©
W
E
W
SW
W ABN: 39 062 191 799 P: 61 7 3335 4555
E 39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
W 0.60m BREAKOUT
W
IN BARRIER KERB
SUSPENDED BOARDWALK
CLIENT:
NOT FOR CONSTRUCTION
W OVER BIO BASIN STOCKWELL DEVELOPMENT GROUP PTY LTD
RP BDY
SW
PROVIDE 0.5m TURF CARPARK SANCTUARY NOOSA CHILDCARE CENTRE
TREATMENT TABLE TO INVERT 0.60 DESIGN
SURFACE LOT 4 NOOSA
RL 4.60
CATCHMENT IMPERVIOUS NATURAL SURFACE HOFMANN DRIVE
MUSIC NODE TREATMENT TYPE RL 4.30
AREA (Ha) AREA (%) NOOSAVILLE, QLD 4566
4 4
BIO RETENTION BASIN - 22m2 1 1
ROOF
RAINWATER TANK
0.078 100 NATURAL BIO BASIN SL 3.80
RETAINING STORMWATER TREATMENT PLAN
SURFACE WALL
BIO RETENTION BASIN - 22m2 0.0757 100
0.35m MIN
ROAD PROVIDE ADEQUATE ROCK ON GEOFABRIC DESIGN: KC DRAWN: KC SCALES: AS SHOWN
BYPASS 0.002 100 FALLS TO OUTLET OVER FILTER MEDIA KERB CUT OUT SECTION 2 CHKD: APPRD: DATE:
BIO RETENTION BASIN - 22m2 SCALE 1:50 -
0.0744 40 mpn JOB DRAWING No. REV
LANDSCAPE GRASS SWALE
SWALE DRAIN
BYPASS 0.012 40
N.T.S.
9307 CP.1.01 D
TOTAL 0.242
FOR APPROVAL
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