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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
.4 INSET A
REFER 8TO
9
6
REFERENCE POINT LOCATION FOR DRAINAGE
4/V
STRUCTURES
.0 8.8 8.
3/V
CATCHMENT TABLE
99 9 9
2/Z CATCHMENT NAME CATCHMENT AREA (ha)
3/V STRUCTURE HORIZONTAL CONTROL VERTICAL CONTROL 1/RW 111 0.028
99.0
99.0 TYPE (REFERENCE POINT LOCATION) (REFERENCE LEVEL) 1/RW 112 0.026
3 1/RW 113 0.053
2/Z 1/RW 115 0.216
RP169814 3 1/RW 116 0.023
2
.5 OF MAIN FINISHED SURFACE
98 MANHOLE
99.
RP169814 SHAFT LEVEL 1/V 0.127
REF 1/Y 0.053
1/Z 0.216
4
2/V 2/T 0.033
OUT/T
99.
2/V 0.066
OF DRIVEWAY INVERT
FIELD INLET 2/Z 0.117
CARAVA
99.4 LEVEL
DRIVEWAY
N
REF 3/T 0.027
/
1/Y 3/V 0.030
6 1/AT
6
99. 4/1 0.041
1/ZZ
99.
AISLE
INTERSECTION 4/T 0.048
.0
/
OF HEADWALL 6/T 0.006
1/Z HEADWALL FACE AND PIPE TOP OF HEADWALL
.0 / / 7/T 0.036
99
2 .2 8
.8
.2 /
99
98.98 9
LOOP RO
REF
989.28.2
98.4
98
6
8
AD
99.
KERS 4/V NOTE:
CARETA
.0 8.8 8.
3/V 1. FOR LEGEND REFER TO DRG No. 3101
0.0
99 9 9
UNIT 2/Z
10
.5
2. FOR NOTES REFER TO DRG No. 3102
99
3/V
LOOP R
99.0
1/RW 116 99.0
OAD
2/V NOTE:
0.0
10
2/Z ALL STORMWATER PIPES GREATER THAN 600
100.2
DIA. ARE TO BE RCP CLASS '2'.
2
/
1/Z
99.
1/Y INSET A
LOOP ROAD D
/
STAGE 3 T R OA
100.2
G POS
/
TRADIN
.5
/
99
100.4
/
LOT 101
/
10 .4
0.6 100
1/V SP287641
10
0.8
101.0
101.2
101.4
101.6
100.6 1/RW 113
10
0.8
102.0
1/RW 111 217
1/T
99.5 218
4/T
99.0 99.5 219
99.0 1/V
99.5 101
.0
99.5 100.0 101
.8
5/T
102.0
1 00.0 100.5
101.6
101.2
4/T
LOOPS
101.4
.0 6/T
101
102.2
10
3/T
10
0.5
ROAD
1.
10
10 2/T
1.5 0
1.4
BOWLING GREEN 4/1
1.0
10
6/T
10 1.5
7/T DEMOLISH AND RECONSTRUCT SECTION
101.5 1/RW 112
10
216 OF 2.0m WIDE CONCRETE FOOTPATH TO
1
1/RW 115
.6
1 .0 CONVEY MAJOR EVENT OVERLAND
10
102.4
102.0 FLOWS INTO SWALE DRAIN AND INLET 7/T.
101 215
BOWLING GREEN ACCESS
102.6
.8 REFER DRG. 3301 FOR DETAILS.
7/T
102.0
2/T
1.5 102.0 102.5
10
/ 101.8 8/T
2.2
2/AB 10
102.0 102.5 102.2
2.4
10
102.2 2.6
EXISTING PIPE CONVEYS 10
BBQ AREA
2.8
EXISTING CLUB HOUSE
10
PEAK FLOWS ABOVE
102.4 DECK
3.0
63% AEP TO PIT 8/T MAJOR EVENT
.2
10
.4
.6
103
PONDING EXTENTS
103
103
RL101.991
1/AB TRADING POST
EXISTING PIPE CONVEYS
ROAD
10% AEP FLOWS TO PIT 8/T
EXISTING STAGE 1 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 STORMWATER DRAINAGE
1 06.04.17 ISSUED FOR CONSTRUCTION BF BF
FOR CONSTRUCTION
1:250 5 0 5 10 A1 STAGE 3 CATCHMENT 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 3305 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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