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Approved Plans - OPW26/0095 (As Published)
Plans and drawings: the text below has words only, no drawings.
Original PDF page 3, section 1. The text section number identifies this passage in the reader.
ROAD CONTROL->MC0001 HORIZONTAL POINTS
NOOSA COUNCIL IP 1
PT CHAINAGE
0.000
EASTING
485488.025
NORTHING
7097834.701 50.583
HEIGHT BEARING
78°09'34.37"
RAD/SPIRAL A.LENGTH DEFL.ANGLE
APPROVED PLAN TC 10.026 485497.837 7097836.759 51.371 78°09'34.37"
IP 2 16.257 485504.871 7097838.233 52.339 R = 10.000 12.462 71°24'14.65"
OPW26/0095 21 SEPTEMBER 2026 20.000 485506.998 7097834.004 52.920 135°18'27.01"
CT 22.488 485508.511 7097832.037 53.307 149°33'49.02"
40.000 485517.382 7097816.939 56.026 149°33'49.02"
60.000 485527.514 7097799.695 58.432 149°33'49.02"
TC 65.433 485530.266 7097795.010 58.620 149°33'49.02"
1.50 1.00 4.00 1.00
GRAVEL TWO COAT SEAL GRAVEL IP 3 75.432 485535.801 7097785.591 59.039 R = -20.000 19.998 57°17'24.97"
80.000 485541.385 7097786.103 59.574 107°50'00.12"
DESIGN SURFACE CT 85.431 485546.717 7097785.157 60.503 92°16'24.04"
100.000 485561.274 7097784.580 63.752 92°16'24.04"
1 IN 2 BATTERS
1 IN 120.000 485581.258 7097783.786 68.252 92°16'24.04"
MAX (TYP) 2 (M
AX)
CL 140.000 485601.242 7097782.993 72.752 92°16'24.04"
TC 156.879 485618.108 7097782.323 76.550 92°16'24.04"
IP 4 159.984 485621.227 7097782.200 77.248 R = -25.000 6.210 14°13'53.49"
TYPICAL CROSS SECTION EXISTING SURFACE
160.000 485621.226 7097782.394 77.252 85°07'14.78"
SCALE 1:50
CT 163.089 485624.280 7097782.846 77.947 78°02'30.56"
180.000 485640.824 7097786.350 81.752 78°02'30.56"
TC 192.883 485653.428 7097789.020 84.650 78°02'30.56"
200.000 485659.984 7097791.689 86.252 57°39'12.42"
IP 5 205.726 485668.061 7097792.119 87.540 R = -20.000 25.686 73°35'05.36"
IP 6 218.569 485669.223 7097807.031 90.430
220.000 485669.334 7097808.458 90.752 4°27'25.31"
240.000 485670.889 7097828.397 95.252 4°27'25.31"
IP 7 248.605 485671.557 7097836.976 97.188
IP 8 259.537 485672.638 7097850.276 99.607 R = 15.118 21.865 82°51'53.03"
260.000 485676.477 7097846.957 99.696 47°49'53.37"
IP 9 270.469 485685.969 7097850.856 101.084
280.000 485695.437 7097851.940 101.354 83°28'06.03"
300.000 485715.308 7097854.215 101.454 83°28'06.03"
320.000 485735.178 7097856.490 101.554 83°28'06.03"
340.000 485755.048 7097858.765 101.654 83°28'06.03"
IP 10 357.725 485772.658 7097860.781 83°28'06.03"
CH276.827 RL101.338
CH256.827 RL99.038
VIP RL101.740
VIP RL101.288
CH87.748 RL60.995
RL58.645
CH67.748 RL58.629
CH46.113 RL56.976
VIP RL58.745
VIP RL58.529
CH66.113
VIP RL50.916
VIP RL50.583
VIP RL50.566
VIP RL50.499
HORIZONTAL CURVE DATA R 10 R -20 R -25 R -20 R 15.12
VERTICAL CURVE LENGTH (m) VC 20 VC 20 VC 20
VERTICAL CURVE RADIUS (m) R 137.64 R 93.02 R 90.91
VERTICAL GEOMETRY GRADE (%) -3%
16.7%
3% 15.5% 1% 22.5% 0.5%
VERTICAL GEOMETRY LENGTH (m) 2.79
2.2
2.1 49.02 21.64 189.08 90.43
DATUM RL = 5.400
-0.111
-0.284
-0.241
-0.429
-0.738
-2.163
-2.500
-0.803
-0.790
-1.368
-1.884
-1.878
-1.484
-0.459
CUT / FILL DEPTH
0.000
0.249
1.723
2.068
1.154
1.073
1.257
0.653
1.084
1.151
0.337
100.738
101.354
101.454
101.554
101.654
101.740
50.583
50.499
50.566
50.916
52.920
56.026
58.166
58.432
59.283
59.574
63.752
68.252
72.752
77.252
81.752
86.252
90.752
95.252
99.696
FINISHED SURFACE LEVEL
101.581
102.616
102.838
101.913
100.469
100.503
101.403
101.425
50.583
50.610
50.849
51.156
53.350
55.777
56.443
56.364
58.129
58.502
62.495
67.599
73.490
79.415
84.251
87.055
91.542
96.620
EXISTING SURFACE LEVEL
PAVEMENT DESIGN TABLE
PAVEMENT TYPE PAVEMENT DESCRIPTION THICKNESS DESIGN TRAFFIC PAVEMENT USE
LEFT EDGE
100.677
101.294
101.394
101.494
101.594
101.680
50.523
50.439
50.506
50.856
52.860
55.966
58.105
58.372
59.224
59.514
63.692
68.192
72.692
77.192
81.692
86.192
90.692
95.192
99.636
14/10mm C170 2 COAT SEAL AMCO PRIME 10mm
ROAD LEVEL TYPE 1 5x104
DRIVEWAY
BASE COURSE TYPE 2.1 GRAVEL CBR 80 150mm
NOTES:
RIGHT EDGE 1. PAVEMENT DEPTHS TO BE CONFIRMED BY SUBGRADE TEST RESULTS (4 DAY SOAK CBR'S)
100.677
101.294
101.394
101.494
101.594
101.680
50.523
50.440
50.505
50.855
52.860
55.966
58.105
58.372
59.224
59.514
63.692
68.192
72.692
77.192
81.692
86.192
90.692
95.192
99.636
2. ENGINEER TO ADVISE ON FINAL PAVEMENT DEPTHS UPON RECEIPT OF TEST RESULTS
ROAD 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
266.827
357.725
56.113
77.748
357.26
CONTROL LINE CHAINAGE
2.791
4.991
7.091
100
120
140
160
180
200
220
240
260
280
300
320
340
20
40
60
80
0
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.
C UPDATED QUANTITIES 12.08.26 CC APPROVED DATE
10.07.26 CHECK CC 392 SISTER CREEK ROAD A1 1:1000
B FOR APPROVAL 29.07.26 CC 0m 1.25 2.5
SIGNED KIN KIN, QLD 260139 1 OPW-1-320 C
A FOR APPROVAL 10.07.26 CC COPYRIGHT © All rights reserved.
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