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16-003302-3301(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
1050Ø
REFER TO INSET A
40 PROVIDE TURFED 4.0m WIDE (MIN.)
3 WITH 1.0m WIDE BASE OUTLET
16
225Ø
RP169814 0 2/V CHANNEL TO CONVEY FLOWS
5Ø
PROPOSED CARAVAN INTO EXISTING SWALE DRAIN
22
CARAVA
WASHDOWN BAY
TP
17
3
N AISLE
0.0
98 1A/T RP169814
1/Y
1/RW 116 1/Z
OUT/ZZ
180 0.186 100
TP 18 OUT/T
1/ZZ
20
LOOP R
150mm H
LOOP R
LOT 101
0Ø
CARETAKERS
45
SP287641
IGH KER
OAD
/
UNIT
OAD
97 BIOPOD
TP 193.4 3
375Ø
B REQ.
REFER DRG. 3700 &
RP169814 OUT/V 3701 FOR DETAILS
/
TP 209.191
EP 242.293
450Ø
0
20
FOR OV
/ /
/
240
220
80 GPT/V 3/V
65 450Ø
/
1050Ø
ERLAND
2/Z
300Ø
/
SP 0
79
140
TP 13 .8
TP 1376.4
FLOWS
2
EP 48.85 4/V
/
/
/
1/V WHEELSTOP TO BE INSTALL IN TP 44
TP 121.3 0
/
ACCORDANCE TO AS2890.1:2004 14
7.2 12
450Ø
1050Ø
70
1/RW 115 2 x 100Ø uPVC ROOFWATER CONNECTIONS
EP 52.7
TP 52.0
300Ø STUB MIN. 900mm COVER TO EXTEND 300mm PAST 40
1/T LOT BOUNDARY AT 1.0% MIN. (TYPICAL)
41
16
27
225Ø
0 2/V
CENTRAL BASIN VEHICULAR ACCESS, STAGE 3 2
TP 60.48 60
5Ø
217 PROPOS
22
CARAVA
REFER STAGE 2 FOR DETAILS.
58.76 1 WASHDO
TP 218 INSET A
84
EP 63.4
219
LOOP
N AISLE
BOUNDARY FENCE TO
1050Ø
NOTE:
60
40 LANDSCAPE ARCHITECTS DETAILS.
1/RW 113
BOWLING GREEN ACCESS
40
ENSURE Min. 75mm GAP AT 1. FOR LEGEND REFER TO DRG No. 3101
ROAD
TP 38.000 2. FOR NOTES REFER TO DRG No. 3102
1200Ø BOTTOM FOR OVERLAND FLOW
3. REFER DRG. 3304 FOR CARPARK
105
20
1/RW 111 1050Ø SETOUT AND DETAILS.
0Ø
LE CT 5/T
PINNAC
SP 0
1/RW 114
40 1050Ø 4/T 6/T 101.
NOTE:
817 ALL STORMWATER PIPES GREATER THAN 600
0Ø
BOWLING GREEN DIA. ARE TO BE RCP CLASS '2'.
105
101.
10
2/T 844
1.6
10
1.8
90
TP 23.044 3/T PROVIDE 1.0m WIDE x 5.0m LONG
216
74
101
(MIN.) CONCRETE BIN PAD
.142
101
.944
375
7/T DEMOLISH AND RECONSTRUCT SECTION OF 2.0m WIDE
102
.93
20 215
Ø
CONCRETE FOOTPATH TO CONVEY MAJOR EVENT
. 900Ø
7
OVERLAND FLOWS INTO SWALE DRAIN AND INLET 7/T.
101 TRANSITION FOOTPATH FROM STD 2% CROSSFALL BEHIND
EXIST
69 JOIN NEATLY TO . 996
TP 25.3 2/AB EXISTING PAVEMENT
10
1.9
EXISTING GULLY PIT 8/T TO -2% OVER APPROXIMATELY 8m.
81 8/T TRANSITION BACK TO STD 2% CROSSFALL PRIOR TO
JOINING NEATLY INTO TO EXISTING DRIVEWAY CROSSOVER
/ /
9
TP 7.982
EXIS
.10 T. 37
22 20 5Ø
TP
SP 0
EX
EX
IST
IST
EXISTING STAGE 1A
.8
BBQ AREA 3
.02
.3
Ø
25
13
75
00
Ø
DECK
Ø
.9
SP
IST
EX
1/AB
TRADING POST
RO AD
0
SPA
SP
EXISTING STAGE 1
1/Q
9/T
EXISTING CLUB HOUSE
STAGE 2 BASIN EXISTING STAGE 2
N.S.C. REF NO. MCU15/0111 & REC15/0031
DRAWN STATUS SCALE CLIENT PROJECT DRAWING TITLE
REVISION DATE ISSUE DETAILS DRAWN DESIGN
A 21.12.16 ORIGINAL ISSUE HT BF FOR APPROVAL PALM LAKE WORKS PTY LTD PALM LAKE RESORT ROADWORKS AND DRAINAGE
2 NOT FOR CONSTRUCTION STAGE 3
3 1:250 5 0 5 10 A1 LAYOUT PLAN
4 DESIGN APPROVED 1:500 A3 19 TRADING POST ROAD - COOROY
5 ANDREW McPAIL RPEQ 6921 PROJECT No. DRAWING No. REVISION
6 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 3301 A
8 FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
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