Council archive · source document
Item 11 Appendix E - Stormwater Management Plan-1.0 · MCU22/0094
Plans and drawings: the text below has words only, no drawings.
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
DRAWINGS FOR SURFACE VEGETATION RL 4.10 EDGE OF BITUMEN
KERB
RET WALL CONCRETE INVERT
RET WALL SURFACE LEVEL 3.80
WALL SW STORM WATER MAIN
RET
RET
Outdoor Play 1
W WATER MAIN W
S SEWER MAIN S
500
WALL
4.6 T TELECOMMUNICATIONS
SANDY LOAM. TO SATISFY A U/G ELECTRICITY
1
E
27
HYDRAULIC CONDUCTIVITY OF
100
O/H ELECTRICITY
N
PROPOSED 3.0m WIDE
RE T
200mm / hr. II FENCE
200
2
14
PUBLIC THOROUGHFARE
COARSE SAND RET WALL RETAINING WALL RET WALL
FOOTPATH.
WALL
3.00 LANDSCAPE WALL
GRANULAR BACKFILL
15
3
USIL 4.15 TOP OF BATTER
4.4
150Ø SLOTTED uPVC PIPE
DSIL 3.96 WITH 1.5-2mm SLOTS (1.5m MAX FACE OF BATTER
16
RET
TOE OF BATTER
4
CTRS, 0.5% MIN. GRADE)
MAX. 1 IN 4 SWALE DRAIN
BATTER TYPICAL FILTER MEDIA DETAILS
17
WALL
ALONG KERB
300Ø
5
0.5% FALL
SCALE 1:20 ROOF AREA
18
6
RET
4.8
LANDSCAPE ROAD AREA
19
MEDIUM PARTICAL SIZE CONTENT/ SIEVE - % PASSING
7
SANDY LOAM COMPLIANT WITH 5 - 10 % ORGANIC
WALL
FAWB GUIDELINES pH 6.0 - 8.0
20
ROOF 200mm/hr HYDRAULIC LANDSCAPE AREA
ROAD
8
CONDUCTIVITY.
RET
21
COARSE SAND 1.0mm TYP. 1.4mm - 100%
BUILDING
4.6 9
1.0mm - 80%
FFL 5.00
WALL
0.7mm - 44%
0.5mm - 8.4%
10
STUB FOR HYDRAULIC GRANULAR 5mm
22
CONNECTION. BACKFILL
RET
11
TYPICAL.
600mm MIN. CUT OUT
WALL
23
IN KERB FOR BIO USIL 3.94
12
BASIN INLET. DSIL 3.86
4.2
24
4.4 13
S
0Ø
BIO BASIN.
30
AREA: 15 m2. USIL 3.84
25
REFER DETAIL DSIL 3.80 Outdoor Play 2
S
26
USIL 3.90
S
300Ø
DSIL 3.86
TREATMENT TABLE
FA
CATCHMENT IMPERVIOUS
4.8
LL
MUSIC NODE TREATMENT TYPE
AREA (Ha) AREA (%)
225
4.6
1
Ø
USIL 3.00 S
- ROOF 0.099 100
DSIL 2.90 4.4
S ROAD BIO RETENTION BASIN - 15m2 0.067 100
5Ø
S
37
4.2 LANDSCAPE 0.065 50
USIL 4.14 TOTAL 0.231
SW EX. 750 S 225Ø
Ø DSIL 3.92
LANDSCAPE
S
S
IL 2. W STORMWATER DISCHARGE TO S
4.8
W
88 EXISTING 1050Ø MANHOLE.
SW
4.6
SW S
S
SW
4.6
W
W S
SW
S BIO BASIN
W SW S
E E E
SW S
SW
S
HOF
W
W SW S S
MAN CARPARK
RP BDY
SW E
N DR HOFMANN
S
IVE SW
DRIVE
NATURAL
SURFACE
RL 4.55
SW
SW
W
E
S
W EX. RL 4.25 A 20.05.22 FOR APPROVAL KC LS
SW
ISSUE DATE AMENDMENT BY APP
W SW BIO BASIN SL 3.80
E LANDSCAPE COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
SW 1 IN 3 BATTER
W SW WALL WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
0.80
SW SW CONSULTING PTY LIMITED 2018 ©
W
E RL 3.00
W
FILTER MEDIA. REFER
SW
W ABN: 39 062 191 799 P: 61 7 3335 4555
E TYPICAL DETAILS. 39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
W
W
CLIENT:
NOT FOR CONSTRUCTION
W BIO BASIN 1 SECTION 1 STOCKWELL DEVELOPMENT GROUP PTY LTD
SW
SCALE 1:50 -
SANCTUARY NOOSA CHILDCARE CENTRE
LOT 4 NOOSA
HOFMANN DRIVE
NOOSAVILLE, QLD 4566
0 0.2 0.4 0.6 0.8 1.0
STORMWATER TREATMENT PLAN
SCALE 1:20 (A1) 1:40 (A3)
0 0.5 1.0 2.0 2.5 DESIGN: KC DRAWN: KC SCALES: AS SHOWN
CHKD: APPRD: DATE:
SCALE 1:50 (A1) 1:100 (A3) mpn JOB DRAWING No. REV
0 2 4 6 8 10
9307 CP.1.01 A
SCALE 1:200 (A1) 1:400 (A3)
FOR APPROVAL
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