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Approved Plans OPW17/0055
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Plans and drawings
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LEGEND
01 BASIN SETOUT 50.0 DESIGN SURFACE CONTOUR
1.00m
BUND
9
03 98 8.0 POINT EASTING NORTHING RL BATTERS (GRADE AS SPECIFIED)
99 .5
02 99.5 .0
102.2
100.0 01 700.414 1133.448 102.315 PROPOSED ROCK RETAINING WALL
04 05
02 700.420 1132.439 102.315
100.0 PROPOSED STORMWATER PIPE
187 03 714.158 1131.676 100.800
30 06 225Ø/300Ø UNSLOTTED PVC COLLECTOR PIPE
ROCK ARMOURING
04 714.022 1130.686 100.800
R1
1/N 31 R1 96m2 OF D50=200mm, 400 THICK. 150Ø SLOTTED PVC PIPE WITH C.I. CAP
6.4
100
5
5 05 737.742 1128.221 100.800
R3.
.4 EXTEND ROCK RIP-RAP PROTECTION
102.0
SUBSOIL CLEAN OUT POINT (MAX 1.50m
.0
A TO BOUNDARY 06 737.575 1127.235 100.800 CENTRES, GRADED AT 0.5%)
Ø2
100
25
R1
4701 36 07 751.249 1112.419 100.800
.5
0.3
Ø150 (TYP) SAFETY FENCE - REFER LANDSCAPE
08 750.264 1112.247 100.800 ARCHITECT PLANS FOR DETAILS.
102.0
101
32
09 751.421 1111.434 100.800
.0
10/L
186 BASE RL.99.10
08 07 46 PROPOSED TABLE DRAIN/SWALE B
10 750.436 1111.262 100.800 BASIN FILTER AREA.
10 09
10
11 753.016 1109.276 100.400 REFER TO DRG 4702 FOR DETAILS
1.5
12 11 12 749.659 1108.690 100.400 ROCK ARMOURING SCOUR PROTECTION
.8
101
13 753.704 1105.336 100.400
SEDIMENT FOREBAY Ø3 REINFORCED TURF ACCESS TRACK
B 00 13 4.0m WIDE, 0.40m DEEP EMERGENCY 14 750.347 1104.750 100.400
10
THE PROMENADE
11/L 16m2, 150mm DEEP 14
2.0
15 45 CONCRETE WEIR RL. 100.40. 15 752.934 1102.765 100.800
43 16
REFER DETAIL
185 18 17 44 16 751.949 1102.593 100.800 NOTE:
102.4
15/L C 33 47 REFER TO DRG. 4702 FOR TYPICAL WATER
1.00m 17 753.106 1101.780 100.800
4701 QUALITY NOTES AND DETAILS
BUND 18 752.121 1101.608 100.800
.3
R4 19 3 19 754.592 1093.272 100.800
160 35 20 NORTHERN BIO-RETENTION BASIN DETAILS
99.2 34 RP169814 20 753.607 1093.100 100.800
101.8
22 21 PARAMETER BASIN
0
21 754.739 1092.427 100.800
Ø90
.5
FILTER SURFACE AREA (m2)
R7
38 99.4 560
1.5
42 40 R5.0 9 22 753.754 1092.255 100.800
99 9.6
R9.5
FILTER SURFACE LEVEL (m) 99.10
R1
Ø750
161
.5
.8
R10
23 752.477 1083.916 100.800
10 .2
100.6
TEMPORARY PONDING DEPTH (mm)
100.8
100 4
100
300
0.0
102.2
.
24 24 750.971 1083.764 100.800 STORAGE VOLUME (m3) 168
R5.0 37
10 101
41 39 23 30 717.545 1125.015 99.100 TOP OF EMBANKMENT (m) 100.80
2.0 .8
.6
EMERGENCY WEIR LEVEL (m) 100.40
101
31 736.712 1122.207 99.100
14/L 32 744.685 1114.483 99.100
.6
101 LAKESIDE VISTA
102.0
12/L Ø900 Ø900 33 747.571 1098.020 99.100
101.4 101.2 10
1.0
98.5
98.0
34 745.270 1093.489 99.101
99.0
99.5
101
.0
100.5
.6
101.0
100
1.5 35 741.249 1093.635 99.100
102.0
10
4701
B
13/L PROVIDE 100Ø uPVC
36 715.308 1119.401 99.100
SLEEVES AT 0.5m CENTRES
1.8
37 740.405 1085.475 99.777
10
38 736.201 1087.812 99.929
100Ø GROUTED ROCK SCOUR
39 737.606 1084.591 100.076
PROTECTION OVER GEOFABRIC TO
40 734.695 1087.567 100.171 PERIMETER OF FOREBAY WEIR.
0.15m
41 727.575 1084.508 100.891
42 727.550 1087.508 100.891
157 158 159
43 746.112 1099.394 99.100
0.30m
44 761.942 1101.782 98.367
45 760.082 1104.013 98.755
46 762.192 1113.315 97.859
DETAIL A
47 764.373 1100.336 97.774
101.8
SCALE 1:20 (A1)
NORTHERN BIO-RETENTION LAYOUT
SCALE 1:250 B
FOREBAY SLAB - 180mm THICK
CONCRETE, SL92 REINFORCING,
50 TOP COVER ENDWALL
2.40m 4.00m 2.40m 1.00m
REFER DETAIL A
0.15m
0.15m
RL 100.80 RL 100.80
1 in 6
500 MIN.
1 in 6
RL 100.40 N12-600 TIES
INSITU SOIL TO REMAIN UNDER
COARSE SEDIMENT FOREBAY
150 THICK CONCRETE F72
MESH 50 FROM TOP
NOTE: LAY GEOFABRIC OVER INSITU SOIL.
500 KEY MIN. 300
- (EXTEND MINIMUM 300mm UNDER FOREBAY) PIN
REFER TYPICAL 3/L11-TM BTM GEOFABRIC TO INSITU SOIL AND FORM
EDGE DETAIL
NOOSA COUNCIL 50 COVER CONCRETE ONTO GEOFABRIC.
NORTHERN BASIN OVERFLOW WEIR DETAIL TYPICAL OVERFLOW WEIR EDGE DETAIL TYPICAL SECTION THROUGH FOREBAY
SCALE 1:25 (A1) APPROVED PLAN SCALE 1:10 (A1) SCALE 1:50 (A1)
SCALE 1:50 (A3) SCALE 1:20 (A3)
OPW17/0055 13 APR 2017
N.S.C. REF NO. MCU15/0111 & REC15/0031
REVISION DATE ISSUE DETAILS DRAWN DESIGN DRAWN STATUS SCALE CLIENT PROJECT DRAWING TITLE
1:250 5 0 5 10 A1
A 30.01.17 ORIGINAL ISSUE NA BF FOR APPROVAL 1:500 A3 PALM LAKE WORKS PTY LTD PALM LAKE RESORT NORTHERN BIO-RETENTION
B 14.03.17 COUNCIL RFI RESPONSE - AMENDED TO COUNCILS REQUIREMENTS BF BF NOT FOR CONSTRUCTION STAGE 4 & 5
1:50 1 0.5 0 1 2 A1 BASIN LAYOUT PLAN
DESIGN APPROVED 1:100 A3 19 TRADING POST ROAD - COOROY
ANDREW McPHAIL RPEQ 6921 PROJECT No. DRAWING No. REVISION
1:20 0.2 0 0.2 0.4 0.6 0.8 1 A1 DISCLAIMER
1:40 A3
C 2015 www.calibreconsulting.co CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
16-003302
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO 4700 B
FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
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