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Appendix D- SWMP
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DETENTION
EXTENDED
REFER LANDSCAPE ARCHITECTS
DRAWINGS FOR SURFACE VEGETATION
200
2.0m
TYPICAL.
GRATE RL
DUMPED ROCK
ON GEOFAB 100mm FREEBOARD
SURFACE LEVEL
100
NATURAL GROUND
PIT LEVEL
400 - 700
DOWN PIPE
200
VARIES
SURFACE LEVEL
SANDY LOAM. TO SATISFY A
HYDRAULIC CONDUCTIVITY OF
100
BUILDING AND 200mm / hr.
200
1000
BASEMENT
COARSE SAND
WALL
GRANULAR BACKFILL
RETAINING WALL 150Ø SLOTTED uPVC PIPE
WITH 1.5-2mm SLOTS (1.5m MAX
OUTLET PIPE CTRS, 0.5% MIN. GRADE)
BIORETENTION LAYERS
REFER DETAILS. TYPICAL FILTER MEDIA DETAILS
SCALE 1:20
OUTLET PIPE
MEDIUM PARTICAL SIZE CONTENT/ SIEVE - % PASSING
SANDY LOAM COMPLIANT WITH 5 - 10 % ORGANIC
TYPICAL BIO BASIN DETAIL - IN GROUND FAWB GUIDELINES pH 6.0 - 8.0
NOT TO SCALE 200mm/hr HYDRAULIC
CONDUCTIVITY.
COARSE SAND 1.0mm TYP. 1.4mm - 100%
1.0mm - 80%
0.7mm - 44%
0.5mm - 8.4%
GRANULAR 5mm
BACKFILL
10800
EXISTING
8300 2500
CARPARK TYPICAL.
2.0m PODIUM PLANTER TO
TYPICAL. MANUFACTURERS DEAILS
100
300 x 300 100mm FREEBOARD
COLLECTION PIT
200
200mm EXTENDED
MEASURE ONSITE
DETENTION
2100 APPROX.
SANDY LOAM
400
1200 MAX.
EXISTING
BIO-RETENTION BUILDING AND
200 100
COARSE SAND MATERIAL BASEMENT
WALL
GRANULAR
PIPE PENETRATION
BACKFILL
THROUGH BASEMENT
FOR DISCHARGE
B 29.09.23 FOR APPROVAL KC LS
A 28.09.23 FOR INFORMATION KC LS
ISSUE DATE AMENDMENT BY APP
BASEMENT ROOF SLAB
COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
EXISTING GRAVEL LAYER WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
CONSULTING PTY LIMITED 2018 ©
BASEMENT
ABN: 39 062 191 799
TYPICAL PODIUM PLANTER DETAIL - OVER BASEMENT CONSTRUCT
Level 4, Building 3, Kings Row Office Park,
42 McDougall Street, Milton, Qld, 4066
P: 61 7 3335 4555
E: [email protected]
NOT TO SCALE EXISTING NEW SUBSOIL
SUBSOIL CLIENT:
EXISTING RETAINING CONSTRUCT NEW RETAINING EXISTING RETAINING
WALL TO RETAIN. WALL AND JOIN NEATLY TO WALL TO BE REMOVED.
EXISTING.
NOT FOR CONSTRUCTION
EXISTING BIO BASIN RECONSTRUCTION DETAIL NOOSA CIVIC VILLAGE
SCALE 1:20 RETAIL DEVELOPMENT
28 EENIE CREEK ROAD
NOOSAVILLE, QLD 4566
STORMWATER TREATMENT
DETAILS
DESIGN: KC DRAWN: KC SCALES: AS SHOWN
CHKD: APPRD: DATE:
mpn JOB DRAWING No. REV
0 0.2 0.4 0.6 0.8 1.0
SCALE 1:20 (A1) 1:40 (A3)
9954 DA.07 B
FOR APPROVAL
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