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Approved Plans OPW22-0104
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CONTROL LINE - ROAD MC01
NOOSA COUNCIL
VTP 3.151 RL 100.569
VIP 8.151 RL 100.344
VTP 13.151 RL 99.884
VIP 23.151 RL 98.963
PT CHAINAGE EASTING NORTHING BEARING RADIUS ARC LENGTH DEF. ANGLE
VTP 33.151 RL 98.188
APPROVED PLAN
IP 1 0.000 485991.064 7084703.936 278°25'39"
VTP 44.755 RL 97.289
VTP 57.066 RL 96.335
TC 77.449 485914.452 7084715.287 278°25'39"
VIP 72.066 RL 95.172
IP 2 81.387 485910.533 7084715.868 30.000 7.877 15°02'39"
OPW22/0104 3 JUN 2022
CT 85.326 485906.598 7084715.411 263°23'00"
VTP 87.066 RL 93.417
TC 120.435 485871.723 7084711.366 263°23'00"
IP 3 124.373 485867.788 7084710.909 30.000 7.877 15°02'38"
CT 128.312 485863.869 7084711.490 278°25'39"
As annotated by Council
VTP 125.755 RL 88.891
TC 160.034 485832.490 7084716.139 278°25'39"
VIP 207.481 RL 87.420
SAG 154.525 RL 87.208
VTP 155.755 RL 87.211
LIMIT OF ROADWORKS
IP 4 168.673 485821.609 7084717.751 11.000 17.279 90°00'00"
VIP 140.755 RL 87.136
CT 177.313 485823.221 7084728.632 8°25'39"
IP 5 183.000 485824.055 7084734.258 8°25'39"
IP 6 207.481 485827.643 7084758.475 8°25'39"
VERTICAL GRADE DATA -4.502% -9.203% -7.751% -11.699% 0.500%
8.151m 15.000m 48.916m 68.688m 56.726m
VERTICAL CURVE DATA VCL 10 VCL 20 VCL 30 VCL 30
R 212.7 R 1377.3 R 759.8 R 245.9
HORIZONTAL CURVE DATA R-30 R30 R11
DATUM R.L. 70.00
99.189
98.354
97.576
96.801
96.020
95.140
94.400
94.129
93.537
92.992
91.822
90.653
89.483
89.432
88.524
88.349
87.555
87.168
87.142
87.170
87.229
87.251
KERB LIP LEVEL
99.355
98.714
98.050
97.197
96.639
95.534
94.908
94.700
94.069
93.525
92.597
91.610
90.587
90.564
90.114
89.958
88.693
87.565
86.657
86.023
86.006
86.008
86.111
EXISTING LEVEL 100.711
100.358
ON CONTROL LINE
DESIGN LEVEL
100.711
100.150
99.270
98.436
97.657
96.882
96.102
95.222
94.482
94.211
93.619
93.074
91.904
90.734
89.564
89.514
88.605
88.431
87.637
87.250
87.233
87.283
87.319
87.333
87.470
ON CONTROL LINE
10
20
30
40
50
60
70
80
90
0
77.449
85.326
100
110
120
130
140
150
170
120.435
128.312
160.034
177.313
183.000
207.481
CHAINAGE
ROAD MC01 - LONGITUDINAL SECTION
HORIZONTAL SCALE 1:500 VERTICAL SCALE 1:250
15.000 ROAD RESERVE 6.0 TYPICALLY
LOT 6
LOT 10
RP BDY
RP BDY
RP BDY
RP BDY
NOM 4.500 VERGE 6.000 ROAD NOM 4.500 VERGE 1.0 3.0 2.0
INVERT (KI)
INVERT (KI)
MC01
KI +0.25
KI +0.25
1% CROSSFALL
-3.0% -3.0%
2.0m WIDE CONCRETE PATH AS TYPE M1 K&C AS PER CONCRETE DRIVEWAY WITH INTEGRAL 150mm x 150mm KERB
CONTROL
PER IPWEAQ STD DRG RS-065 U.N.O. IPWEAQ STD DRG RS-080 (TYP) NON-SLIP FINISH TO AS4586. 1-N12 CONTINUOUS BAR, LAP AS REQD
REFER JOINT DETAILS. N12 'L' BARS (500mm LEG) AT 400 CRS
B SUBSOIL DRAIN INCLUDING FLUSH-OUTS & OUTLETS
REFER PRELIMINARY PAVEMENT DESIGN AS PER IPWEAQ STD DRGS RS-140 & RS-142 (TYP)
CONCRETE DRIVEWAY TYPICAL SECTION
STABILISE ALL EXPOSED EARTHWORK AREAS WITHIN THE ROAD RESERVE WITH MIN 75mm LOOSELY COMPACTED TOPSOIL & TURF NOT PART OF SCALE 1:50
ROAD MC01 - TYPICAL CROSS SECTION THE APPROVAL
SCALE 1:100
10mm FULL DEPTH COMPRESSIBLE MATERIAL 1-N12 TRIMMER EACH SIDE OF JOINT STOP TOP LAYER OF MESH EACH 25 SAW CUT JOINT TO BE CREATED
WITH A 20x10 SEALANT PARCHEM 'ROADSEAL' TIED UNDER MESH OVER DOWELS SIDE OF JOINT (50 COVER TO JOINT) WITHIN 8 HRS OF POUR. SEAL JOINT WITH
OR APPROVED EQUIVALENT COLOUR MATCHED See the original
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