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Appendix D- SWMP
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FOR CONTINUATION REFER DWG DA.03
WALL
7.8
LEGEND
SW
IL 5.20
EXISTING EXISTING PROPOSED
Modified
RET
BIO BASIN 1
PROPERTY BOUNDARY
7.4
B/R CONTOUR
7.4
5.00 5.00
7.4
WALL
BUILDING
SW
CONCRETE
7.8 EDGE OF BITUMEN
RET
CONNECT EXISTING SUBSOILS KERB
TO NEW SUBSOIL DRAIN AND CONCRETE INVERT
8.0 DISCHARGE TO DOWNSTREAM 7.4
SW
SW STORM WATER MAIN
MANHOLE W WATER MAIN W
S SEWER MAIN S
BASEMENT LINE UNDER RM RISING MAIN RM
7.4
SW
T TELECOMMUNICATIONS
7.6
E U/G ELECTRICITY
STORMWATER CONNECTION 7.4 O/H ELECTRICITY
N
7.4
600Ø RCP BY HYDRAULICS.
II FENCE
7.6
SW
USIL 5.95 PIPE TO BE UNDERSLUNG RET WALL RETAINING WALL RET WALL
DSIL 5.74 FROM BASEMENT SLAB SHORING WALL
L 24.80m 7.6
SOFFIT. TOP OF BATTER
i 1.0% 7.6
7.8
600Ø RCP FACE OF BATTER
SW
USIL 5.70 7.6 TOE OF BATTER
DSIL 5.69 (MIN.) 7.6 SWALE DRAIN
L 4.0m
i 0.3% EXISTING TREE
7.8
8.2
7.
6
EXISTING TREE
SW
CONSTRUCT BIO BASIN. TO BE REMOVED
8.0 (AREA: 20m2)
REFER DWG DA.07 FOR
7.8
BIO BASIN 5 TYPICAL DETAIL
SW
8.0
7.8
7.8
88..00
7.8
600Ø RCP
SW
7.8
USIL 5.62
7.8
CONSTRUCT BIO BASIN. DSIL 5.56
(AREA: 20m2) L 6.0m 7.8
7.8
REFER DWG DA.07 FOR i 1.0%
BIO BASIN 6
SW
TYPICAL DETAIL
FOR CONTINUATION REFER DWG DA.06
7.8
7.8
8.2
750Ø RCP
8.0
USIL 5.72
8.0
SW
DSIL 5.62
L 29.0m BASEMENT LINE UNDER
i 0.3%
8.0
8.0
8.0
8.0
8.0
8.2
8.0
SW
750Ø RCP
8.2 USIL 5.60 8.0 AS IN 8
DSIL 5.54 B IO B
8.0
L 20.0m
i 0.3% 8.0
8.0
8.0
BIO BASIN 7 8.2 8.2
900Ø RCP
8.2
USIL 5.52 600Ø RCP
DSIL 5.44 8.2 USIL 5.37
L 25.0m DSIL 5.32
i 0.3% L 5.0m
CONSTRUCT BIO BASIN. 900Ø RCP i 1.0%
(AREA: 20m2) USIL 5.42
REFER DWG DA.07 FOR DSIL 5.32 8.2
TYPICAL DETAIL L 33.0m 8.2
i 0.3%
8.2
A 29.09.23 FOR APPROVAL KC LS
ISSUE DATE AMENDMENT BY APP
COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
CONSULTING PTY LIMITED 2018 ©
ABN: 39 062 191 799
Level 4, Building 3, Kings Row Office Park, P: 61 7 3335 4555
42 McDougall Street, Milton, Qld, 4066 E: [email protected]
CLIENT:
NOOSA CIVIC
EXISTING CENTRE
NOT FOR CONSTRUCTION
NOOSA CIVIC VILLAGE
RETAIL DEVELOPMENT
28 EENIE CREEK ROAD
NOOSAVILLE, QLD 4566
STORMWATER TREATMENT PLAN
- SHEET 3
DESIGN: KC DRAWN: KC SCALES: AS SHOWN
CHKD: APPRD: DATE:
mpn JOB DRAWING No. REV
0 2 4 6 8 10
9954 DA.05 A
SCALE 1:200 (A1) 1:400 (A3)
FOR APPROVAL
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