Council archive · source document
Proposed Earthworks Plans - 392 Sister Tree Creek Rd, Kin Kin · OPW26/0095
Plans and drawings: the text below has words only, no drawings.
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
ROAD CONTROL->MC0001 HORIZONTAL POINTS
PT CHAINAGE EASTING NORTHING HEIGHT BEARING RAD/SPIRAL A.LENGTH DEFL.ANGLE
IP 1 0.000 485488.025 7097834.701 50.583 78°09'34.37"
TC 10.026 485497.837 7097836.759 51.405 78°09'34.37"
IP 2 16.257 485504.871 7097838.233 52.443 R = 10.000 12.462 71°24'14.65"
135°18'27.01
20.000 485506.998 7097834.004 53.067
"
149°33'49.02
CT 22.488 485508.511 7097832.037 53.450
"
149°33'49.02
40.000 485517.382 7097816.939 55.975
"
1.50 1.00 4.00 1.00 149°33'49.02
60.000 485527.514 7097799.695 57.223
"
GRAVEL TWO COAT SEAL GRAVEL 149°33'49.02
TC 65.433 485530.266 7097795.010 57.414
"
IP 3 75.432 485535.801 7097785.591 58.444 R = -20.000 19.998 57°17'24.97"
DESIGN SURFACE
107°50'00.12
80.000 485541.385 7097786.103 59.243
"
CT 85.431 485546.717 7097785.157 60.431 92°16'24.04"
1 IN 2 BATTERS
1 IN
MAX (TYP) 2 (M
AX) 100.000 485561.274 7097784.580 63.738 92°16'24.04"
CL
120.000 485581.258 7097783.786 68.279 92°16'24.04"
140.000 485601.242 7097782.993 72.819 92°16'24.04"
TYPICAL CROSS SECTION EXISTING SURFACE
SCALE 1:50 TC 156.879 485618.108 7097782.323 76.652 92°16'24.04"
IP 4 159.984 485621.227 7097782.200 77.356 R = -25.000 6.210 14°13'53.49"
160.000 485621.226 7097782.394 77.360 85°07'14.78"
CT 163.089 485624.280 7097782.846 78.061 78°02'30.56"
180.000 485640.824 7097786.350 81.901 78°02'30.56"
TC 192.883 485653.428 7097789.020 84.826 78°02'30.56"
200.000 485659.984 7097791.689 86.441 57°39'12.48"
IP 5 205.726 485668.061 7097792.119 87.741 R = -20.000 25.686 73°35'05.28"
CT 218.569 485669.223 7097807.031 90.657 4°27'25.27"
220.000 485669.334 7097808.458 90.982 4°27'25.27"
240.000 485670.889 7097828.397 95.522 4°27'25.27"
TC 248.605 485671.557 7097836.976 97.476 4°27'25.27"
IP 6 258.890 485672.511 7097849.210 99.732 R = 15.000 20.570 78°34'14.68"
CH275.127 RL101.277
260.000 485676.472 7097846.955 99.931 47°59'02.43"
CH255.127 RL98.957
CT 269.174 485684.691 7097850.699 101.051 83°01'39.96"
VIP RL101.227
280.000 485695.437 7097852.014 101.301 83°01'39.96"
300.000 485715.289 7097854.441 101.401 83°01'39.96"
320.000 485735.141 7097856.869 101.501 83°01'39.96"
CH83.022 RL59.884
TC 325.557 485740.656 7097857.544 101.529 83°01'39.96"
CH63.022 RL57.313
CH54.762 RL57.066
CH34.762 RL55.277
IP 7 325.767 485740.865 7097857.569 101.530 R = 20.000 0.420 1°12'11.19"
CH7.091 RL50.915
VIP RL57.613
VIP RL56.766
VIP RL53.181
CT 325.977 485741.074 7097857.590 101.531 84°13'51.14"
VIP RL50.583
VIP RL50.565
VIP RL50.499
340.000 485755.026 7097859.000 101.601 84°13'51.14"
IP 8 357.722 485772.658 7097860.781 101.690 84°13'51.14"
HORIZONTAL CURVE DATA R 10 R -20 R -25 R -20 R 15 R 20
VERTICAL CURVE LENGTH (m) VC 20 VC 20 VC 20
VERTICAL CURVE RADIUS (m) R 168.24 R 101.51 R 90.08
VERTICAL GEOMETRY GRADE (%) -3%
3% 16.7% 14.9% 3% 22.7% 0.5%
VERTICAL GEOMETRY LENGTH (m) 2.79
2.2 15.69 24.08 28.26 192.11 102.59
DATUM RL = 3.600
101.277
101.401
101.501
101.601
101.690
50.583
51.405
53.181
55.277
56.468
57.066
57.414
59.243
63.738
68.279
72.819
76.652
81.901
84.826
90.657
95.522
99.931
FINISHED SURFACE LEVEL
101.579
102.882
101.937
100.483
100.502
101.425
50.583
51.678
53.433
55.212
56.300
56.541
56.384
58.502
62.495
67.599
73.490
78.739
84.251
86.290
91.210
96.620
EXISTING SURFACE LEVEL
PAVEMENT DESIGN TABLE
PAVEMENT TYPE PAVEMENT DESCRIPTION THICKNESS DESIGN TRAFFIC PAVEMENT USE
EXISTING LEFT EDGE
101.217
101.341
101.441
101.541
50.523
51.345
53.121
55.217
56.408
57.006
57.354
59.183
63.678
68.219
72.759
76.592
81.841
84.766
90.597
95.462
99.871
14/10mm C170 2 COAT SEAL AMCO PRIME 10mm
CONCRETE LEVEL TYPE 1 5x104
DRIVEWAY
BASE COURSE TYPE 2.1 GRAVEL CBR 80 150mm
NOTES:
EXISTING RIGHT EDGE 1. PAVEMENT DEPTHS TO BE CONFIRMED BY SUBGRADE TEST RESULTS (4 DAY SOAK CBR'S)
101.217
101.341
101.441
101.541
50.523
51.345
53.121
55.217
56.408
57.006
57.354
59.183
63.678
68.219
72.759
76.592
81.841
84.766
90.597
95.462
99.871
2. ENGINEER TO ADVISE ON FINAL PAVEMENT DEPTHS UPON RECEIPT OF TEST RESULTS
CONCRETE LEVEL 3. ENSURE PAVEMENT GRAVEL EXTENDS MINIMUM 75mm BELOW AND 75mm BEHIND EDGE OF SEAL
4. CONTRACTOR TO UNDERTAKE SEAL DESIGN AT THE TIME OF CONSTRUCTION AND IS DEPENDENT ON THE PREVAILING WEATHER CONDITIONS
100.000
120.000
140.000
156.879
180.000
192.883
218.569
240.000
260.000
275.127
300.000
320.000
340.000
357.722
10.026
20.681
34.762
44.762
54.762
65.433
80.000
CONTROL LINE CHAINAGE
0.000
H 1:1000 (A1)
V 1:1000 (A1) CONTROL LINE - MC0001
APPROVED CLIENT PROJECT DRAWING
DRAWN DS 0m 2.5 5 STATUS APPROVAL
CHARLES COOK MEGAN O'LEARY & RESIDENTIAL DRIVEWAY DRIVEWAY LONG-SECTION
RPEQ NO: 8480 DESIGN JW A1 1:100
REES MADDREN & TYPICAL CROSS SECTION 0m 25 50 PROJECT NO. STAGE NO. DRAWING NO. REV NO.
APPROVED DATE
09.07.26 CHECK CC 392 SISTER CREEK ROAD A1 1:1000
0m 1.25 2.5
SIGNED KIN KIN, QLD 260139 1 OPW-1-320 A
A FOR APPROVAL 06.07.26 CC COPYRIGHT © All rights reserved.
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REV DESCRIPTION DATE APPR. or copied in any form without the prior consent
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Last saved by: JESSWARD(2026-07-09) Last Plotted: 2026-07-09
Document Set ID: 24984761
Filename: C:\ICE\ICE\PROJECTS - DOCS\2026\260139 - SISTER CREEK RD KIN KIN\04_DESIGN\CAD\OPW\260139-OPW-1-320.DWG
Version: 1, Version Date: 15/07/2026
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