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Civil Drawings
From the archive Change Application.zip (folder Attachments), inside Change Application - OPW16/0203.01 - DA Form 5 - Cover Letter - Civil Drawings - Arborit Report - DTMR Correspondence - 19 Trading Post Road Cooroy - Palm Lake Stage 2. File date in the archive: 2021-09-01 15:50.
EXTERNAL PATH CONTROL LINE ->MP01 HORIZONTAL POINTS
PT CHAINAGE EASTING NORTHING HEIGHT BEARING RAD/SPIRAL A.LENGTH DEFL.ANGLE
IP 1 0.000 765.161 728.651 106.887 226°38'54.36"
IP 2 19.855 750.723 715.021 107.824
IP 3 25.996 747.190 709.998 108.221
TC 32.296 742.610 705.672 108.392 226°38'05.00"
IP 4 34.683 740.544 703.721 108.285 R = -3.500 4.775 78°09'36.60"
CT 37.070 742.030 701.298 108.296 148°28'28.40"
TC 42.237 744.731 696.894 108.338 148°28'28.40"
IP 5 42.350 744.790 696.797 108.339 R = 10.000 0.227 1°17'56.82"
CT 42.463 744.847 696.699 108.340 149°46'25.22"
TC 70.517 758.970 672.460 108.920 149°46'25.22"
IP 6 71.008 759.217 672.035 108.936 R = -12.000 0.983 4°41'28.81"
CT 71.499 759.499 671.632 108.952 145°04'56.40"
TC 118.110 786.178 633.413 109.702 145°04'56.40"
IP 7 118.389 786.339 633.183 109.706 R = 12.000 0.560 2°40'20.67"
CT 118.669 786.488 632.947 109.711 147°45'17.07"
TC 144.928 800.498 610.738 110.087 147°45'17.07"
IP 8 145.194 800.640 610.513 110.091 R = 12.000 0.532 2°32'17.48"
CT 145.460 800.772 610.282 110.096 150°17'34.55"
TC 159.997 807.976 597.655 110.374 150°17'34.55"
IP 9 172.626 814.236 586.684 110.512 R = 530.500 25.258 2°43'40.74"
CT 185.255 819.966 575.427 110.637 153°01'15.29"
TC 227.415 839.093 537.855 111.299 153°01'15.29"
IP 10 229.052 839.840 536.388 111.316 R = -12.000 3.273 15°37'32.86"
CT 230.688 840.954 535.176 111.269 137°23'42.43"
TC 233.348 842.755 533.218 111.092 137°23'42.43"
IP 11 235.112 843.962 531.906 110.974 R = 10.000 3.528 20°12'46.41"
CT 236.876 844.641 530.258 110.899 157°36'28.83"
TC 247.908 848.843 520.058 110.961 157°36'28.83"
IP 12 251.059 850.233 516.685 110.902 R = -5.000 6.303 72°13'53.45"
CT 254.211 853.869 516.979 110.829 85°22'35.39"
TC 261.303 860.939 517.551 110.666 85°22'35.39"
IP 13 264.497 864.461 517.836 110.592 R = -6.000 6.387 60°59'37.93"
IP 14 267.691 865.920 521.054
IP 15 291.999 874.409 543.831 20°26'30.17"
99
1.9
29
0
28
91
7.6
26
TC 247.908
CT 236.876
TC 7.415
TC 22
CT
233
240
TC 2
230
.348
PROPOSED EXTERNAL FOOT PATH ALIGNMENT 260 61.303
.688
CT 185.25
220
200
CT 2250
TC 159
4.2 11
180
CT 1454.928
5
TC 14
.997
160
.460
CT 1118.110
TC 1
140
0.00
0
8.669
0.000
120
100
TC 70.5.499
CT 7
80
1
3120
3140
17
3160
60
3180
3100
3080
TP 3101.759
3200
3220
24.76
19
20 .855
3240
6
TP 32
25.
249.3
996
TC
32.2
EP 3
96
CT 42.4 37
TC 42
40
CT 37
.2
63
.070
REF NO.
DRAWN CHECK STATUS SCALE CLIENT PROJECT DRAWING TITLE
REVISION DATE ISSUE DETAILS DRAWN DESIGN
A 19.08.20 FOR APPROVAL CG CG FOR APPROVAL 19 TRADING POST ROAD CONTROL LINE
AW
B 17.02.21 PROPOSED PATH REALIGNED CG CG NOT FOR CONSTRUCTION COOROY
C
PALM LAKE WORKS PTY LTD
LAYOUT PLAN
D DESIGN CHECK APPROVED PALM LAKE RESORT
E ANTHONY WRIGHT RPEQ: 22962
PROJECT No. DRAWING No. REVISION
F DISCLAIMER
G
AW
C calibregroup.com
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
15-001261 801 B
H FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
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