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Existing Council MCU RAL and OPW Approval
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Noosa Council documents
DATE PLOTTED: 5 June 2018 2:51 PM BY : MARK TABER
LEGEND - PROPOSED:
CONTROL LINE - KLL
NOMINAL KERB LINE
LOT 1 6 SM3
IPWEA KERB TYPE SM3 PROFILE. REFER TAG CHAINAGE EASTING NORTHING LENGTH RADIUS A.Length
10 Std Dwg RS-080 FOR DETAILS
VC TP 0.000 491428.074 7076123.088
IPWEA COMMERCIAL CROSSING TYPE B.
0
C1 IP 3.538 491424.587 7076123.691 7.004 20.0 7.004
9
60.00
122.95 REFER Std Dwg RS-051 FOR DETAILS
05 TP 7.004 491421.105 7076123.061
3. 11 PAVEMENT TYPE P1 -
12 00
50.
.
1 23 5 1 22.90 CONCRETE TURNING HEAD TP 7.004 491421.105 7076123.061
122.9 2.90 C2 IP -24.976 491452.575 7076128.753 60.281 15.0 60.281
000
12 PAVEMENT TYPE P2 - CONCRETE
122.85
122.80 TP 67.285 491428.078 7076149.312
122.85 VEHICLE CROSSOVER
8
85 5
.2 28
VC TURFED VERGES & EMBANKMENTS IP 67.285 491428.078 7076149.312
L1 1.000 -
68 67.
12 3.50 FINISHED CONTOURS IP 68.285 491428.844 7076148.669
CT
122.80
SM LIMIT OF EARTHWORKS
3
PROPOSED ACCESS EASEMENT BOUNDARY CONTROL LINE - KLR
05
3.
STAGE/CONSTRUCTION BOUNDARY
12
L1
TAG CHAINAGE EASTING NORTHING LENGTH RADIUS A.Length
7
12
SETOUT TABLE
0
3.1
12
12 TP 0.000 491423.107 7076131.943
2.8
2.7
2.7
12
0
5 C3 IP 3.610 491419.549 7076132.550 7.143 20.0 7.143
0
3
PT No. EASTING NORTHING SETOUT POINT LEVEL
SM
TP 7.143 491416.427 7076134.363
CC17.118
122.85
40.
20.000
000 1 491405.15 7076130.84 KI 122.71 TP 7.143 491416.427 7076134.363
6 C4 IP 19.058 491406.123 7076140.346 9.975 4.0 9.975
MATCH NEATLY TO EXISTING 2 491402.17 7076133.62 DWAY 122.93 TP 17.118 491417.950 7076141.792
KERB AND CONCRETE PAVEMENT
3 491399.62 7076135.15 DWAY 123.03 TP 17.118 491417.950 7076141.792
5 C5 IP 25.679 491426.447 7076142.831 16.177 20.0 16.177
4 491399.73 7076141.15 DWAY 123.09
0
SM3 TP 33.295 491433.065 7076137.401
.00
C2
4 CONTROL LINE KLR C5 5 491402.33 7076142.59 DWAY 123.05
30
R15 122.85
6 491405.41 7076145.26 KI 122.92 -
R20
123.00
5
NOOSA COUNCIL
5
9
3.0
.2
7 491408.62 7076149.17 KI 122.90
12
APPROVED PLAN
33
R4 .95
C4
122 8 491410.65 7076152.71 DWAY 123.04 MCU18/0120 RAL18/0013 OPW18/0197
VC
.00
6
21 NOV 2018
123
122.80
.90
122.95
122
9 491411.56 7076155.53 DWAY 123.06
122.90
2.8
5 10 491417.42 7076156.79 DWAY 123.00
12
0 0
122.85
3
I.P.42.092, 122.971
0
I.P.18.121, 122.921
10 . 11 491419.42 7076154.59 DWAY 122.92
122.80
0
122.75 122.8
0 12 491422.72 7076152.20 KI 122.75
30.00
2
R20
LOT 2 122.7
5
C3
122.95
43
122.70
7.1
122.90
1
42.092, 122.892
18.121, 122.842
52.092, 122.826
32.092, 122.800
10.621, 122.788
25.621, 122.740
CC
65
122.
CONTROL LINE KLL
0.000
.60
122.85
122
MATCH NEATLY TO EXISTING
.55
KERB AND CONCRETE PAVEMENT VC LENGTH VC 20 VC LENGTH VC 15
122 RADIUS R 633 RADIUS R 359
0
GRADE 1.708% -1.452% GRADE 1.773% -2.403%
122.8
.50
1 22
SM
3 5
2.4
12 DATUM RL 115.0 DATUM RL 115.0
00
.0
-0.000
-0.007
-0.000
-0.013
-0.086
0.179
0.313
0.085
0.394
0.140
0.000
0.288
0.106
0.000
.40
122 CUT/FILL CUT/FILL
122
20
C1
.75
(Depth of) (Depth of)
12
2.7
R20
122.166
122.252
122.371
122.593
122.866
122.886
122.711
122.605
122.590
122.518
122.511
122.599
122.726
122.811
122.844
122.832
122.556
122.436
DESIGN DESIGN
0
12
2.
04
65 12
0.000
122 12 2. LEVELS LEVELS
10.000
.60 2. 50
55
RC7.0
XREF's: X-250660 DCDB External; X-250660 Survey; X-250660 DESIGN; X-250660 Arch Lot 5; X-HR Design Logo
122.252
122.550
122.907
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