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16-003302-3701(A)
From the archive 16-003302- Proposed Stage 3 Plans.zip, inside Operational Works Application OPW16/0345. File date in the archive: 2016-12-23 11:13.
DocuSign Envelope ID: 69D49415-881C-4D35-BC9B-DE8DA1B3BB93
SAFETY FENCE
TO LANDSCAPE
ARCHITECTS DETAILS.
4.0m TURFED WIDE CHANNEL
DESIGN SURFACE
- LOOP ROAD - TO CONVEY FLOWS TO
PB
EXISTING SWALE DRAIN.
ROCK SCOUR ADJACENT TOP OF BUND RL 98.50m AHD
1.0m MAX
PROTECTION FOR WEIR
WEIR RL 98.30m AHD 6
EXISTING SURFACE RL 98.00m AHD 1
1 1
3 BASIN RETAINING
2 WALL REFER TYPICAL
DETAIL ON DRG. 3700
PROVIDE 2.0m WIDE Min. BY 3.5m LONG ROCK
EXISTING SWALE DRAIN SCOUR PROTECTION AT HEADWALL OUTLET
D50 = 200mm
THICKNESS = 300mm
SECTION B 3 BUND RL 98.50
SCALE (A1): 1:50
SCALE (A3): 1:100 RP169814 24
101
98
.2
25 SP287641
8
BIOPOD SETOUT POINTS 98.
OUT/T
D50 NOTE: 4
0 IR
.30 E
Point No. Easting Northing Level
98 E W
D50 ON THE ENGINEERING PLANS SHOW ROCK WORKS DENOTED AS PROVIDE 0.5m WIDE MIN. ROCK SCOUR
RL ID
1 864.573 1028.187 98.612 98.
HAVING SIZES OF D50. D50 CORRESPONDS TO THE MEDIAN DIAMETER OF 6
AT IN. W
PROTECTION AT BACK OF EMERGENCY 9
WHICH HALF OF THE ROCK SIZES SHALL BE GREATER AND HALF OF THEM 2 863.737 1030.070 98.000 PROPOSED 900 x 900 FIELD INLET
WEIR SECTION OF WALL
M
2 .8 PRIMARY OUTLET PIT TO CONVEY FLOWS
3m
SHALL BE SMALLER. THE ROCK SHALL BE WELL GRADED AND HAVE A 3 858.658 1023.324 98.000 D50 = 200mm 98
MAXIMUM SIZE NO GREATER THAN 30% SMALLER THAN D50 AND A MINIMUM TOWARDS EXISTING TABLE DRAIN
4 857.045 1023.379 98.000 THICKNESS = 300mm 1
SIZE NO SMALLER THAN D50. FOR EXAMPLE IF D50 = 200mm IS SPECIFIED, 22 23
5 853.224 1027.256 98.000
THE EQUIVALENT ROCK DIAMETER RANGES FROM 140mm TO 240mm.
6 848.685 1029.807 98.000 10
7 849.061 1031.735 98.000
BIOPOD (BIORETENTION SYSTEM) 11
8 866.687 1033.155 98.500 .8
NOTE: 9 862.943 1031.672 98.000 FILTER AREA = 75m² 21 98
REFER TO LANDSCAPE ARCHITECT DRAWINGS SURFACE LEVEL = 98.00m AHD 20 1/ZZ
FOR BIO-RETENTION BASIN BATTER 10 857.538 1033.196 98.500 FILTER DEPTH = 0.4m PROPOSED RETAINING WALL (MAXIMUM
11 857.143 1032.598 98.300 13 12
TREATMENTS AND BASIN PLANTING TEMPORARY PONDING DEPTH = 0.2m 1.0m WALL HEIGHT) SAFETY FENCE TO BE
12 854.143 1032.612 98.300 PROVIDED ALONG RETAINING WALL. FOR
13 853.738 1033.214 98.500 TYPICAL DETAILS REFER TO DRG 3700
14 849.256 1033.224 98.497 19
NOTE: 14
3
REFER TO DRG. 3700 FOR TYPICAL WATER 15 846.640 1031.377 98.500
16 846.088 1029.300 99.000 7 5 OUT/V 1.35m LONG ROCK PROTECTION
QUALITY NOTES AND DETAILS
17 845.603 1029.422 99.000 4 D50 = 100mm
18 846.157 1031.505 98.500 THICKNESS = 200mm
450Ø PIPE TO OUTLET THROUGH
19 849.070 1033.735 98.500 BASE OF WALL I.L.98.000. REFER 15 6
LEGEND 20 853.734 1033.714 98.500 DRG. 3700 FOR TYPICAL DETAIL 18
DESIGN SURFACE CONTOUR 21 854.129 1034.312 98.300
BATTERS (GRADE AS SPECIFIED) 22 857.129 1034.298 98.300 16 HUMEGARD GPT
.2
98
23 857.534 1033.696 98.500 17 REFER TO DRG NO.
.4
98
PROPOSED ROCK RETAINING WALL 3306 FOR DETAILS
.6
24 866.689 1033.655 98.500 TOW = RL 99.000
98
.8
BOW = RL 98.125
98
PROPOSED STORMWATER PIPE 25 867.483 1032.053 98.500
225Ø SUBSOIL COLLECTOR
100Ø SUBSOIL AND CLEANOUT POINTS
SAFETY FENCE - REFER LANDSCAPE
ARCHITECT PLANS FOR DETAILS.
EXISTING TABLE DRAIN/SWALE
ROCK ARMOURING SCOUR PROTECTION BIOPOD LAYOUT PLAN
TURF FILTER MEDIA AREA. REFER SCALE 1:100 (A1)
TO DRG 3700 FOR DETAILS SCALE 1:200 (A3)
PB
BASIN RETAINING
0.5m WIDE BUND 200mm TEMP. STRUCTURE 1/ZZ WALL REFER TYPICAL
PONDING DEPTH 900x900 FIELD INLET DETAIL ON DRG. 3700 1.00m
RL 98.200 6
1 RL 98.00m AHD 1 OUT/T
1
3 3
1
450Ø
3
450Ø PIPE TO OUTLET ON SCOUR ROCK PROTECTION
WINGWALL OF STRUCTURE OUT/T FOR HEADWALL OUTLET ON
SECTION A PROPOSED SWALE DRAIN
SCALE (A1): 1:50
SCALE (A3): 1:100
N.S.C. REF NO. MCU15/0111 & REC15/0031
DRAWN STATUS SCALE CLIENT PROJECT DRAWING TITLE
REVISION DATE ISSUE DETAILS DRAWN DESIGN
1 21.12.16 ORIGINAL ISSUE HT BF FOR APPROVAL PALM LAKE WORKS PTY LTD PALM LAKE RESORT
1:100 1 0 1 2 3 4 5 A1
2 NOT FOR CONSTRUCTION 1:200 A3 STAGE 3 BIOPOD LAYOUT PLAN
3
4 DESIGN APPROVED
1:50 1 0.5 0 1 2 A1
19 TRADING POST ROAD - COOROY
5 ANDREW McPAIL RPEQ 6921 PROJECT No. DRAWING No. REVISION
6 1:100 A3 DISCLAIMER
7
C 2015 www.calibreconsulting.co
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
16-003302 3701 A
8 FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
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