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Appendix C - Amended Engineering Plans
Attached to the e-mail MCU17/0551 - Information Response - 20 Trading Post Rd Cooroy.
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Log in to see the plans as drawnDocuSign Envelope ID: 22E128D2-2EDF-46AA-9C51-5EAAE4168E03
REFER TO INSET A
1050Ø
40 PROVIDE TURFED 4.0m WIDE (MIN.)
3 WITH 1.0m WIDE BASE OUTLET
16
RP169814 0 2/V CHANNEL TO CONVEY FLOWS
225Ø
5Ø
INTO EXISTING SWALE DRAIN
22
PROPOSED CARAVAN
WASHDOWN BAY
TP 3
CARAVA
17
0.0 1A/T
98 RP169814
1/Y
1/RW 116 1/Z
OUT/ZZ
N AISLE
180 0.186 100
TP 18 OUT/T
20
1/ZZ
15
LOT 101
0Ø
LOOP R
45
CARETAKERS
/
0mm HIG
SP287641
LOOP R
UNIT
OAD
7 BIOPOD
3
H KERB
TP 193.49 REFER DRG. 3700 &
OAD
/
375Ø
RP169814 OUT/V 3701 FOR DETAILS
0 / /
450Ø
20
REQ. FO
/
R
TP 209.191
80
240
EP 242.293
220
/ GPT/V 3/V
2/Z
/
1050Ø
OVERLAN
9
SP 0 300Ø
465 450Ø
140
/
4/V
/
EP 48.852
D FLOW
S
TP 136.87
TP 137.
/
WHEELSTOP TO BE INSTALL IN
/
1/V TP 4
ACCORDANCE TO AS2890.1:2004 14 TP 121.34 0
7 .2 12
70
45 0Ø
1/RW 115 2 x 100Ø uPVC ROOFWATER CONNECTIONS
1050Ø
300Ø STUB MIN. 900mm COVER TO EXTEND 300mm PAST 40
EP 52.7
1/T
TP 52.0
LOT BOUNDARY AT 1.0% MIN. (TYPICAL)
41
27
16
0 2/V
225Ø
CENTRAL BASIN VEHICULAR ACCESS, STAGE 3
5Ø
TP 60.482 60 217
22
REFER STAGE 2 FOR DETAILS. PROPO
61 WASHD
TP 58.7 218 INSET A
84
CARAVA
219
BOUNDARY FENCE TO
EP 63.4
60
40 LANDSCAPE ARCHITECTS DETAILS.
NOTE:
1/RW 113
1050Ø
LOOP
40
ENSURE Min. 75mm GAP AT 1. FOR LEGEND REFER TO DRG No. 3101
R
TP 38.000 2. FOR NOTES REFER TO DRG No. 3102
N AISLE
1200Ø BOTTOM FOR OVERLAND FLOW
3. REFER DRG. 3304 FOR CARPARK
105
OAD
20
1/RW 111 SETOUT AND DETAILS.
0Ø
1050Ø
LE CT 5/T
PINNAC
SP 0
40 1050Ø 4/T NOTE:
6/T 101.8
1/RW 114 17 ALL STORMWATER PIPES GREATER THAN 600
0Ø
BOWLING GREEN DIA. ARE TO BE RCP CLASS '2'.
10
105
1
2/T
101.8
1.6
44
01
90
TP 23.044 3/T PROVIDE 1.0m WIDE x 5.0m LONG
.87
4
216
BOWLING GREEN ACCESS
42
101
(MIN.) CONCRETE BIN PAD
.1
10
7/T DEMOLISH AND RECONSTRUCT SECTION OF 2.0m WIDE
375
1.9
.944
102
Ø
20 CONCRETE FOOTPATH TO CONVEY MAJOR EVENT
37
215
OVERLAND FLOWS INTO SWALE DRAIN AND INLET 7/T.
. 900Ø
101 TRANSITION FOOTPATH FROM STD 2% CROSSFALL BEHIND
69 JOIN NEATLY TO .99 EXISTING GULLY PIT 8/T TO -2% OVER APPROXIMATELY 8m.
EXIST
TP 25.3 2/AB EXISTING PAVEMENT
10 6
1.9 8/T TRANSITION BACK TO STD 2% CROSSFALL PRIOR TO
81
JOINING NEATLY INTO TO EXISTING DRIVEWAY CROSSOVER
/ /
9 EXIS
.10 T. 37
5Ø
22 20
TP
TP 7.982
SP 0
EX
EX
IST
IST
BBQ AREA
.8
EXISTING STAGE 1A
.3
23
25
0Ø
.0
75
Ø
DECK
90
Ø
13
T.
SP
IS
EX
1/AB
TRADING POST
ROAD
SPA
0
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 PALM LAKE WORKS PTY LTD PALM LAKE RESORT ROADWORKS AND DRAINAGE
B 23.02.17 ECOSOL ADDED TO STORMWATER LINE T. NY PA
FOR CONSTRUCTION
1 06.04.17 ISSUED FOR CONSTRUCTION BF BF 1:250 5 0 5 10 A1 STAGE 3 LAYOUT PLAN
DESIGN APPROVED 1:500 A3 19 TRADING POST ROAD - COOROY
ANDREW McPHAIL RPEQ 6921 PROJECT No. DRAWING No. REVISION
DISCLAIMER
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO 16-003302 3301 1
FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD C 2015 www.calibreconsulting.co CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
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