Original source · versioned page text
3001-Set-ifa
CONTROL LINE SETOUT - GRASSTREE COURT
PT CHAINAGE EASTING NORTHING HEIGHT BEARING RAD/SPIRAL A.LENGTH DEFL.ANGLE
IP 1 0.000 5075.166 9869.778 31.319 86°36'49.93"
10.000 5085.149 9870.369 30.983 86°36'49.93"
TC 11.271 5086.418 9870.444 30.955 86°36'49.93"
IP 2 18.816 5095.802 9870.999 30.834 R = -10.000 15.090 86°27'34.50"
20.000 5093.855 9874.464 30.818 36°35'59.75"
CT 26.361 5095.827 9880.400 30.729 0°09'15.43"
30.000 5095.837 9884.039 30.678 0°09'15.43"
40.000 5095.864 9894.039 30.579 0°09'15.43"
50.000 5095.891 9904.039 30.505 0°09'15.43"
TC 51.299 5095.894 9905.337 30.493 0°09'15.43"
60.000 5095.728 9914.036 30.415 357°39'41.71"
EXISTING
70.000 5095.071 9924.014 30.338 354°47'48.47"
IP 3 73.623 5095.954 9927.754 30.320 R = -200.000 44.648 12°47'26.10"
80.000 5093.915 9933.946 30.289 351°55'55.23"
90.000 5092.265 9943.807 30.244 349°04'01.99"
CT 95.946 5091.050 9949.628 30.231 347°21'49.32"
100.000 5090.164 9953.584 30.222 347°21'49.32"
110.000 5087.976 9963.341 30.200 347°21'49.32"
IP 4 114.411 5087.011 9967.646 30.190 347°21'49.32"
CONTROL LINE SETOUT - BEN LEXEN KERB LIP
PT CHAINAGE EASTING NORTHING HEIGHT BEARING RAD/SPIRAL A.LENGTH DEFL.ANGLE
IP 1 13.056 5142.236 9805.535 30.980 336°38'20.41"
20.000 5139.632 9811.971 31.028 339°17'48.04"
30.000 5136.411 9821.436 31.098 343°07'26.58"
40.000 5133.830 9831.096 31.176 346°57'05.13"
IP 2 43.371 5130.049 9833.751 31.203 R = 149.700 60.629 23°12'17.92"
50.000 5131.899 9840.906 31.256 350°46'43.67"
60.000 5130.627 9850.822 31.336 354°36'22.22"
70.000 5130.020 9860.802 31.428 358°26'00.76"
IP 3 73.685 5129.965 9864.487 31.465
80.000 5129.937 9870.802 31.528 359°44'55.74"
IP 4 82.225 5129.928 9873.027 31.550
90.000 5129.919 9880.802 31.589 359°56'05.65"
100.000 5129.907 9890.802 31.646 359°56'05.65"
110.000 5129.896 9900.802 31.728 359°56'05.65"
IP 5 111.741 5129.894 9902.542 31.742 359°56'05.65"
CUTBACK LINE SETOUT - BEN LEXEN BUS BAY
PT CHAINAGE EASTING NORTHING HEIGHT BEARING
IP 1 0.000 5130.432 9907.215 31.825 0°24'53.33"
IP 2 0.572 5130.436 9907.788 31.831
IP 3 1.545 5130.491 9908.759 31.844
5.000 5130.485 9912.214 31.875 359°54'20.34"
10.000 5130.477 9917.214 31.910 359°54'20.34"
15.000 5130.469 9922.214 31.933 359°54'20.34"
20.000 5130.461 9927.214 31.989 359°54'20.34"
25.000 5130.453 9932.214 32.016 359°54'20.34"
30.000 5130.444 9937.214 32.063 359°54'20.34"
35.000 5130.436 9942.214 32.099 359°54'20.34"
40.000 5130.428 9947.214 32.135 359°54'20.34"
IP 4 43.111 5130.423 9950.325 32.164
IP 5 44.132 5130.330 9951.342 32.167
IP 6 44.683 5130.328 9951.893 32.172 359°50'37.99"
CONTROL LINE SETOUT - FOOTPATH 1
PT CHAINAGE EASTING NORTHING HEIGHT BEARING RAD/SPIRAL A.LENGTH DEFL.ANGLE
IP 1 0.000 5094.715 9952.093 30.099 77°43'57.86"
IP 2 4.500 5099.113 9953.049 30.362
5.000 5099.214 9952.559 30.367 168°20'03.67"
TC 6.869 5099.592 9950.729 30.392 168°20'03.67"
10.000 5100.462 9947.725 30.549 159°21'53.97"
IP 3 14.446 5101.202 9942.931 30.771 R = -20.000 15.155 43°24'53.01"
15.000 5102.787 9943.313 30.799 145°02'27.77"
20.000 5106.132 9939.614 31.049 130°43'01.57"
CC 22.024 5107.730 9938.374 31.142 124°55'10.65"
25.000 5110.063 9936.529 31.261 131°44'26.88"
IP 4 28.662 5113.305 9934.482 31.445 R = 25.000 13.277 30°25'46.60"
30.000 5113.438 9932.851 31.511 143°11'59.85"
35.000 5116.014 9928.575 31.761 154°39'32.81"
CC 35.301 5116.141 9928.302 31.776 155°20'57.25"
IP 5 38.694 5117.822 9924.638 31.866 R = -5.000 6.785 77°45'09.63"
40.000 5119.688 9925.488 31.899 101°30'14.67"
CC 42.086 5121.759 9925.504 31.967 77°35'47.62"
45.000 5124.269 9926.901 32.069 44°12'29.86"
IP 6 45.479 5125.696 9926.370 32.086 R = -5.000 6.785 77°45'09.63"
CT 48.872 5125.685 9930.401 32.205 359°50'37.99"
50.000 5125.682 9931.530 32.214 359°50'37.99"
55.000 5125.669 9936.530 32.250 359°50'37.99"
IP 7 55.290 5125.668 9936.819 359°50'37.99"
CONTROL LINE SETOUT - FOOTPATH 2
PT CHAINAGE EASTING NORTHING HEIGHT BEARING RAD/SPIRAL A.LENGTH DEFL.ANGLE
IP 1 0.000 5109.058 9888.486 0°01'22.54"
5.000 5109.060 9893.486 30.810 0°01'22.54"
TC 6.570 5109.060 9895.056 30.883 0°01'22.54"
10.000 5109.355 9898.469 31.041 9°50'54.69"
IP 2 10.919 5109.062 9899.475 31.084 R = 20.000 8.697 24°54'57.26"
15.000 5110.814 9903.238 31.272 24°10'20.89"
CC 15.268 5110.925 9903.481 31.285 24°56'19.80"
20.000 5112.397 9907.968 31.355 11°22'52.50"
IP 3 20.820 5113.329 9908.650 31.368 R = -20.000 11.106 31°48'57.74"
25.000 5112.764 9912.941 31.430 357°03'26.30"
IP 4 26.373 5112.646 9914.309 31.451
IP 5 29.991 5112.193 9918.066 31.559 R = 10.000 7.235 41°27'16.58"
30.000 5112.867 9917.909 31.560 13°54'03.37"
CT 33.609 5114.340 9921.182 31.668 34°34'36.04"
35.000 5115.130 9922.328 31.710 34°34'36.04"
IP 6 39.789 5117.848 9926.271 34°34'36.04"
FILE: 3001-103.dwg DATE: 16-11-2018 USER: DANIEL CULLING
XREFS: X-18-001942-3001-TITLE, X-18-001942-3001-BASE, X-18-001942-SURVEY, X-18-001942-3001-TREES
DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
FIRST AMENDMENT DETAILS Calibre Professional Services (QLD) Pty Ltd
ISSUE CB CB SD SP 02.02.18
FOR APPROVAL Level 3, 16 Innovation Parkway BLUE CARE SUNRISE BEACH SURVEY SETOUT
A CB CB SP SP 16.04.19 AMENDMENTS PER COUNCIL RFI Birtinya QLD Australia 4575
A
M B CB CB SP SP 07.11.19 ISSUED FOR CONSTRUCTION NOT FOR CONSTRUCTION Telephone 07 5314 2520
Facsimile 07 5314 2522
EXTERNAL MAJOR WORKS TABLES
E
C CB DC SP SP 21.09.20 ISSUED FOR APPROVAL
N
D
M D
APPROVED INTERSECTION MODIFICATION
E BY: SHAUN PILCHER RPEQ 14593 DISCLAIMER
PROJECT No. DRAWING No. REVISION
E
N ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
F
T
S
G SIGN: DATE: 21.09.20
C calibregroup.com PRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY,
DO NOT SCALE.
18-001942 3001-103 C
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FILE: 001-108 dg DATE: 1611-2018 USER. DANIEL CULLING
X.18.001842-4001-TITLE, X-18-001942.G001-BASE. X-8-001942-SURVEY, X-18-001942-9001-TREES
FIRST [DESIGN] ORAWN | CHECK [APPROVED] —OATE CLIENT
AMENDMENT DETAILS
sssue [cB | 08 | SD | SP _[020216 FOR APPROVAL
A[ cB | cB | SP _| SP_| 1604.10] AMENDMENTS PER COUNCIL RFI -)
ce [ce [sp | sP_|07.11.19| ISSUED FOR CONSTRUCTION NOT FOR CONSTRUCTION 2 BlueCa re
cB | Dc | SP | SP _|210920| ISSUED FOR APPROVAL Hn INTERSECTION MODIFICATION
: : lio
SHAUDIPILCHER RPEQ 14589 Live life your way. Ca re DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR
Ee © calibregroup.com ‘TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, 14 8-001942 3001-103
DATE: 21.09.20 NOT SCALE,
a cee et el3,elmoatonPamwey | BLUE CARE SUNRISE BEACH SURVEY SETOUT
Birtinya QLD Australia 4575
Telephone 07 5314 2520, EXTERNAL MAJOR WORKS TABLES
Facsimile 07 5314 2522
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