Council archive · source document
Appendix D Stormwater Management Plan · MCU22/0038
Plans and drawings: the text below has words only, no drawings.
Original PDF page 33, section 1. The text section number identifies this passage in the reader.
INSTALL PEDESTRIAN SEATING.
REFER LANDSCAPE PLANS FOR
DETAILS.
RP BDY
DETENTION
EXTENDED
BIO BASIN
REFER LANDSCAPE ARCHITECTS
1.50
300
BUILDING
DRAWINGS FOR SURFACE VEGETATION
EX. RL 10.10 GROUND LEVEL 10.300
RL 10.20
RL 9.70
NATURAL BIO BASIN
SURFACE SL 9.40 SURFACE LEVEL 9.40
1 IN 3 BATTER
0.80
BASEMENT
500
FILTER MEDIA. REFER SANDY LOAM. TO SATISFY A
SHORING WALL HYDRAULIC CONDUCTIVITY OF
100
TYPICAL DETAILS.
200mm / hr.
200
COARSE SAND
GRANULAR BACKFILL
BIO BASIN 1 SECTION 1 150Ø SLOTTED uPVC PIPE
SCALE 1:50 CP.1.01 WITH 1.5-2mm SLOTS (1.5m MAX
CTRS, 0.5% MIN. GRADE)
TYPICAL FILTER MEDIA DETAILS
SCALE 1:20
NOTE: PIT SHOWN FOR BIO BASIN 2.
INSTALL PEDESTRIAN SEATING.
REFER LANDSCAPE PLANS FOR
DETAILS.
RP BDY
BIO BASIN MEDIUM PARTICAL SIZE CONTENT/ SIEVE - % PASSING
0.80 1.80 1.20 BUILDING SANDY LOAM COMPLIANT WITH 5 - 10 % ORGANIC
GROUND LEVEL 10.300 FAWB GUIDELINES pH 6.0 - 8.0
BUND RL 10.20 200mm/hr HYDRAULIC
HOFMANN 1 IN 3 RL 10.00 CONDUCTIVITY.
DRIVE BATTER
BIO BASIN COARSE SAND 1.0mm TYP. 1.4mm - 100%
SL 9.40 1.0mm - 80%
1 IN 3 BATTER 0.7mm - 44%
BASEMENT
0.80
0.5mm - 8.4%
NATURAL GRANULAR 5mm
SURFACE 1.6m HIGH BACKFILL
RETAINING SHORING WALL
FILTER MEDIA. REFER
WALLL.
TYPICAL DETAILS.
BIO BASIN 2 SECTION 2
SCALE 1:50 CP.1.01
PROVIDE TURF TO
FULL WIDTH OF SWALE
4 4
1 1
0.125m MIN
PROVIDE ADEQUATE
FALLS TO OUTLET
SWALE DRAIN
N.T.S.
A 15.03.22 PRELIMINARY ISSUE 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 P: 61 7 3335 4555
39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
CLIENT:
NOT FOR CONSTRUCTION
BUCHAN
LOT 22 MEDIHUB
NOOSA BUSINESS CENTRE
28 EENIE CREEK ROAD
NOOSAVILLE, QLD 4566
CIVIL WORKS DETIALS
0 0.2 0.4 0.6 0.8 1.0
DESIGN: KC DRAWN: KC SCALES: AS SHOWN
SCALE 1:20 (A1) 1:40 (A3) CHKD: APPRD: DATE:
mpn JOB DRAWING No. REV
0 0.5 1.0 2.0 2.5
8662 CP.2.01 A
SCALE 1:50 (A1) 1:100 (A3)
PRELIMINARY
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