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Appendix D- SWMP
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8.4
EXISTING
LEGEND PROPOSED
8.6
8.2 PROPERTY BOUNDARY
9.0 5.00 CONTOUR 5.00
8.4
8.2 BUILDING
8.8
8.6
8.2 CONCRETE
8.0
8.8
8.8 8.8 8.6 8.4 8.2 8.0 EDGE OF BITUMEN
KERB
8.0
CONCRETE INVERT
SW STORM WATER MAIN
8.8 8.6 8.4 8.2 8.0 7.8 W WATER MAIN W
S SEWER MAIN S
MAJOR CENTRE RM RISING MAIN RM
7.8
8.6 8.4 5B SHOWROOM PRECINCT T TELECOMMUNICATIONS
8.2 E U/G ELECTRICITY
8.0
O/H ELECTRICITY
N
8.8 II FENCE
RET WALL RETAINING WALL RET WALL
SHORING WALL
8.6 MAJOR CENTRE TOP OF BATTER
8.4
8.2 5A BUSINESS
8.0 PARK PRECINCT FACE OF BATTER
TOE OF BATTER
8.6 8.2 8.0 7.8 7.8 SWALE DRAIN
8.4
EXISTING TREE
8.8 CONSTRUCT BIO BASIN. CONSTRUCT BIO BASIN.
900Ø RCP 8.6 900Ø RCP
(AREA: 20m2) (AREA: 20m2) 7.8 EXISTING TREE
900Ø RCP
USIL 5.47 REFER DWG DA.07 FOR USIL 5.34 REFER DWG DA.07 FOR TO BE REMOVED
USIL 5.23
DSIL 5.36 TYPICAL DETAIL DSIL 5.25 TYPICAL
8.8 8.4 8.2 DETAIL DSIL 5.21 8.0
L 35.0m L 30.0m
8.6 L 7.6m 7.6
i 0.3% BIO BASIN 3 i 0.3% BIO BASIN 4 i 0.3%
8.4
8.4
8.0
7.8
8.6 8.2
8.4 BASEMENT LINE UNDER
8.2
FOR CONTINUATION REFER DWG DA.03
8.4 7.8 900Ø RCP
7.6 7.4
8.4 8.0 7.8 USIL 5.19
8.0 DSIL 5.04 7.8
7.6
BASEMENT LINE UNDER L 50.3m
i 0.3%
8.2
8.4
8.0
8.2
BUILDING 7.6
7.6
7.8
GROUND FFL 8.500
BASEMENT FFL 4.900
7.2
7.8
8.0
7.4
8.0
7.6
8.0
BUILDING 7.4
8.0
7.8
GROUND FFL 8.500 0 2 4 6 8 10
0Ø
7.4 7.2
BASEMENT FFL 4.900
05
SCALE 1:200 (A1) 1:400 (A3)
.1
EXISTING BIO (AREA: 90m2)
EX
7.6 TO BE PROTECTED AND
7.8
7.8 RECONSTRUCTED WITH NEW
7.6
WALLS.
7.2 REFER DWG DA.07 FOR DETAILS.
7.0
7.2
7.0
WALL
EXISTING
7.4 BIO BASIN 2 Modified A 29.09.23 FOR APPROVAL KC LS
ISSUE DATE AMENDMENT BY APP
B/R
7.6
RET
7.0
COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
7.0
WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
7.4
7.4 CONSULTING PTY LIMITED 2018 ©
7.0
2
5.0
7.4
IL
ABN: 39 062 191 799
EX
CONSTRUCT NEW MANHOLE Level 4, Building 3, Kings Row Office Park, P: 61 7 3335 4555
42 McDougall Street, Milton, Qld, 4066 E: [email protected]
BUILDING OVER EXISTING 1050Ø PIPE.
GROUND FFL 8.500 CLIENT:
7.0
7.2
BASEMENT FFL 4.900
7.2
EXISTING STORMWATER PIPES
NOT FOR CONSTRUCTION
AND STRUCTURES TO BE
REMOVED (TYPICAL)
EXISTING STORMWATER TO
BUILDING 7.2 BE RETAINED NOOSA CIVIC VILLAGE
GROUND FFL 8.500 RETAIL DEVELOPMENT
3
4.9
RAMP EX. 1 7.2
LOADING
7.0
BASEMENT FFL 4.900
IL
050Ø 28 EENIE CREEK ROAD
7.4
X
XX
IL 5.2 IL 5.22 IL 5.06 EX. 1350Ø 0.34% IL 4.93 NOOSAVILLE, QLD 4566
4 EX. 1200Ø IL 5.08
STORMWATER TREATMENT PLAN
AMENITIES - SHEET 2
7.4
7.4 CONSTRUCT NEW MANHOLE
IL 4.91
XXX
7.4
OVER EXISTING 1650Ø PIPE. DESIGN: KC DRAWN: KC SCALES: AS SHOWN
7.4
CHKD: APPRD: DATE:
7.4
7.2
mpn JOB DRAWING No. REV
7.6 7.4
T
7.4
PLANT
CI NC 9954 DA.04 A
RE
EX IL
7.6
4.89
EX 1650Ø
P
7.6
FOR CONTINUATION REFER DWG DA.06 TRE R
N PA
K FOR APPROVAL
E
C SS
R
A JO SINE
M U
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