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16-003302-4700
From the archive 16-003302- Stage 4&5.zip, inside Operational Works Application OPW17/0055. File date in the archive: 2017-02-10 15:27.
DocuSign Envelope ID: 2DF72822-3FBA-4BD8-B007-B816B9AD559A
LEGEND
BASIN SETOUT
01 POINT EASTING NORTHING RL 50.0 DESIGN SURFACE CONTOUR
1.00m
BUND
9
03 98 8.0 01 700.414 1133.448 102.315 BATTERS (GRADE AS SPECIFIED)
99 .5
02 99.5 .0 02 700.420 1132.439 102.315
102.2
100.0 PROPOSED ROCK RETAINING WALL
04 05 03 714.158 1131.676 100.800
100.0 04 714.022 1130.686 100.800 PROPOSED STORMWATER PIPE
187
30 06 05 737.742 1128.221 100.800 225Ø UNSLOTTED PVC COLLECTOR PIPE
ROCK ARMOURING
06 737.575 1127.235 100.800
R1
1/N 31 R1 96m2 OF D50=200mm, 400 THICK. 150Ø SLOTTED PVC PIPE WITH C.I. CAP
6.4
100
5
5 07 751.249 1112.419 100.800
R3.
.4 EXTEND ROCK RIP-RAP PROTECTION
102.0
SUBSOIL CLEAN OUT POINT (MAX 1.50m
.0
TO BOUNDARY 08 750.264 1112.247 100.800 CENTRES, GRADED AT 0.5%)
A
100
09 751.421 1111.434 100.800
R1
4701 36
.5
0.3
10 750.436 1111.262 100.800 SAFETY FENCE - REFER LANDSCAPE
ARCHITECT PLANS FOR DETAILS.
102.0
11 753.016 1109.276 100.400
101
32
.0
186 NORTHERN BASIN 46 12 749.659 1108.690 100.400 EXISTING TABLE DRAIN/SWALE
10/L 08 07
RL.99.10 13 753.704 1105.336 100.400 BASIN FILTER AREA.
10 09 14 750.347 1104.750 100.400
10
REFER TO DRG 4702 FOR DETAILS
1.5
12 11 15 752.934 1102.765 100.800
ROCK ARMOURING SCOUR PROTECTION
.8
16 751.949 1102.593 100.800
101
SEDIMENT FOREBAY 17 753.106 1101.780 100.800 REINFORCED TURF ACCESS TRACK
13 4.0m WIDE, 0.40m DEEP EMERGENCY
10
THE PROMENADE
11/L 16m2, 300mm DEEP 14 18 752.121 1101.608 100.800
2.0
15 45 WEIR RL. 100.40. ROCK ARMOURING
43 16 19 754.592 1093.272 100.800
D50=200mm, 400 THICK
185 18 17 44 20 753.607 1093.100 100.800 NOTE:
102.4
15/L C 33 47 21 754.739 1092.427 100.800 REFER TO DRG. 4702 FOR TYPICAL WATER
4701 1.00m QUALITY NOTES AND DETAILS
BUND 22 753.754 1092.255 100.800
.3 23 752.477 1083.916 100.800
R4 19 3
20 24 750.971 1083.764 100.800
160 35 NORTHERN BIO-RETENTION BASIN DETAILS
99.2 34 RP169814 30 717.545 1125.015 99.100
101.8
21
0
22 PARAMETER BASIN
Ø90
31 736.712 1122.207 99.100
.5
FILTER SURFACE AREA (m2)
R7
38 99.4 560
32 744.685 1114.483 99.100
1.5
42 40 R5.0 9
99 9.6
R9.5
FILTER SURFACE LEVEL (m) 99.10
R1
Ø750
161
.5
.8 33 747.571 1098.020 99.100
R10
10 .2
100.6
TEMPORARY PONDING DEPTH (mm)
100.8
100 4
100
300
0.0
34 745.270 1093.489 99.101
102.2
.
24 STORAGE VOLUME (m3) 168
R5.0 37 35 741.249 1093.635 99.100
10 101
41 39 23 TOP OF EMBANKMENT (m) 100.80
2.0 .8
36 715.308 1119.401 99.100
.6
EMERGENCY WEIR LEVEL (m) 100.40
101
37 740.405 1085.475 99.777
14/L 38 736.201 1087.812 99.929
.6
101 LAKESIDE VISTA
102.0
12/L Ø900 Ø900 39 737.606 1084.591 100.076
101.4 101.2 10 40 734.695 1087.567 100.171
1.0
98.5
98.0
99.0
99.5
101
.0
100.5
.6 41 727.575 1084.508 100.891
101.0
100
1.5
102.0
10
4701
42 727.550 1087.508 100.891
B
13/L
43 746.112 1099.394 99.100
44 761.942 1101.782 98.367
1.8
10
45 760.082 1104.013 98.755
46 762.192 1113.315 97.859
47 764.373 1100.336 97.774
ROCK ARMOURING
157 158 159 OVER GEOFABRIC TO 0.2m WIDE x 0.5m DEEP
EMBANKMENT AS SPECIFIED CONCRETE WEIR.
RL AS SPECIFIED,
SL81 MESH CENTRAL
0.4m
MIN.
R.L. 100.40
1.0m
101.8
NORTHERN BIO-RETENTION LAYOUT 1.0m 2 BASIN
1 IN
SCALE 1:250 SURFACE
0.6m
N.S
0.6m
FOREBAY SLAB - 180mm THICK
0.6m
D
ENDWALL
-
CONCRETE, SL92 REINFORCING, 50 TOP COVER
PROVIDE 100Ø uPVC
SLEEVES AT 0.5m CENTRES 0.6m
0.15m
0.15m
TYPICAL SPILLWAY DETAIL
REFER DETAIL A SCALE 1:50 (A1)
MIN. 0.40m
100Ø GROUTED ROCK SCOUR
PROTECTION OVER GEOFABRIC TO 0.50m 4.0m 0.50m
PERIMETER OF FOREBAY WEIR.
INSITU SOIL TO REMAIN UNDER 0.15m
COARSE SEDIMENT FOREBAY TOP OF BANK
1 IN 6 1 IN 6 RL 100.80
R.L. 100.40
NOTE: LAY GEOFABRIC OVER INSITU SOIL. 0.30m
(EXTEND MINIMUM 300mm UNDER FOREBAY) PIN
GEOFABRIC TO INSITU SOIL AND FORM CONCRETE WEIR
CONCRETE ONTO GEOFABRIC.
DETAIL A SECTION D
SCALE (A1): 1:50 -
TYPICAL SECTION THROUGH FOREBAY SCALE 1:20 (A1) SCALE (A3): 1:100
SCALE 1:50 (A1)
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
1 30.01.17 ORIGINAL ISSUE NA BF FOR APPROVAL 1:500 A3 PALM LAKE WORKS PTY LTD PALM LAKE RESORT NORTHERN BIO-RETENTION
2 NOT FOR CONSTRUCTION STAGE 4 & 5
3 1:50 1 0.5 0 1 2 A1 BASIN LAYOUT PLAN
4 DESIGN APPROVED 1:100 A3 19 TRADING POST ROAD - COOROY
5 ANDREW McPHAIL RPEQ 6921 PROJECT No. DRAWING No. REVISION
6 1:20 0.2 0 0.2 0.4 0.6 0.8 1 A1 DISCLAIMER
7 1:40 A3
C 2015 www.calibreconsulting.co
16-003302
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
4700 A
8 FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
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