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Attachment 2 - Civil Design Drawings
Attached to the e-mail Operational Works Application OPW18/0293.
500 2.750 500 2.750
PROPOSED 1100mm HIGH PROPOSED 1100mm HIGH
TUBULAR STEEL FENCE TUBULAR STEEL FENCE
AS TYPE 2 AS PER AS TYPE 2 AS PER
IPWEAQ STD DRG GS-044 IPWEAQ STD DRG GS-044
PROPERTY BOUNDARY
CARPARK RL 6.400 CARPARK RL 6.400
Q100 DETENTION: RL 6.100 Q100 DETENTION: RL 6.100
WIER RL: 6.100
1 1 1 1
1 EXT. DETENTION: RL 5.700 1 1 1
3.0m WIDE GROUTED STONE RL 5.700
WATER QUALITY EXTENDED
PITCHED WIER (STONE SIZE:
DETENTION DEPTH (300mm)
75-100mm) IN ACCORDANCE RL 5.400
WITH IPWEA STD DRG DS-076
FILTER MATERIAL (400mm) 2.5% 600x600 BASIN OUTLET PIT
RL 5.100 WITH RAISED GRATED TOP
RL 5.000 TRANSITIONAL LAYER (100mm)
DRAINAGE LAYER (200mm)
RL 4.700 RL 4.700
4.550 NOM
Ø100 uPVC SLOTTED
INFILTRATION PIPE WITH 50mm
COVER IN 10mm FREE DRAINING
GRAVEL (500mm SPACING)
SECTION E SECTION F
1:20 @ A1 | 1:40 @ A3 S103 1:20 @ A1 | 1:40 @ A3 S103
NOTE: CONTRACTOR TO ENSURE ALL BIO
RETENSION BASIN HOLD POINTS NOMINATED
BY NOOSA SHIRE COUNCIL ARE ADDRESSED BIO-RETENTION BASIN NOTES:
FILTER MATERIAL SHALL BE SUPPLIED IN ACCORDANCE WITH WATER BY DESIGN
BIORETENTION GUIDELINES SECTION 4.3.1. THE FILTER MATERIAL SHAPE PLACED AND
LIGHTLY COMPACTED. THE FILTER MATERIAL SHALL COMPLY WITH THE FOLLOWING:
PROPOSED RETAINING UNDERDRAIN CLEANOUT 600x600 BASIN OUTLET PIT PLANT LOMANDRA ON BATTERS
WALL REFER RW1 DETAIL REFER IPWEAQ STD DRG WITH RAISED GRATED TOP AND FILTER MEDIA AT RATE OF MATERIAL: SANDY LOAM OR APPROVED EQUIVALENT WITH
ON SHEET C105 DS-070 4 PLANTS PER SQUARE METRE
HYDRAULIC CONDUCTIVITY OF OF 180mm/h AND BE
FREE FROM RUBBISH AND DETRITUS MATERIAL.
PARTICLE SIZE TYPICAL SOIL COMPOSITION WOULD BE
CLAY 5 - 10%
SILT <30%
SAND 50 - 70%
ORGANIC CONTENT ACCEPTABLE RANGE BETWEEN 5% & 10% MEASURED
WATER QUALITY
EXTENDED DETENTION IN ACCORDANCE WITH AS 1289 4.1.1.
DEPTH (300mm)
pH 6.0 - 7.5. SILICEOUS MATERIAL MAY BE LOWER.
FILTER MATERIAL
(400mm) TRANSITIONAL LAYER SHALL BE WELL GRADED SAND OR COURSE SAND.
TRANSITIONAL LAYER (100mm) THE GRADING SHALL COMPLY WITH THE FOLLOWING CRITERIA:
DRAINAGE LAYER (200mm) % PASSING 1.0mm 100%
0.7mm 80%
0.5mm 8.4%
WITH A HYDRAULIC CONDUCTIVITY OF 1800mm/h.
DRAINAGE LAYER SHALL BE A WELL GRADED COARSE SAND
135° BENDS Ø450 RCP OUTLET PIPE Ø100 uPVC SLOTTED SCREENINGS (2mm OR 5mm) AND SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY
TO REGULATE OUTFLOW INFILTRATION PIPE WITH 50mm
OF 3600mm/h.
COVER IN 10mm FREE DRAINING
GRAVEL (500mm SPACING)
J:\2017\17548ID2_Goodchap_Street_Carpark\4.CADD\#ACAD\03. CARPARK\17548_CARPARK.dwg
PLANTING PALETTE AS PER LANDSCAPE PLANS
SECTION G
1:50 @ A1 | 1:100 @ A3S103
REFER DRAWING NO 17548-C102 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to NV BD
copyright in accordance with the N.C. OLIVER Designed Verified
GOODCHAP STREET, NOOSAVILLE BASIN DETAILS AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
NV BD PROPOSED CARPARK Drawing Number
Approved RPEQ No
used for this specific project.
B. DOWNES 14873 RDP 17548-C107
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY
Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566
A 24.10.18 ISSUED FOR APPROVAL NV ROL APPROVAL VERT DATUM
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
24.10.18 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm
7 of 8 A
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