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SUPERSEDED Compiled Approved Plans for OPW20-0145 05
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Original PDF page 191, section 1. The text section number identifies this passage in the reader.
JOINS RIGHT ROAD C CENTRELINE
8.25
D
>
LEGEND
8.75
PT CHAINAGE EASTING NORTHING HEIGHT BEARING RAD/SPIRAL A.LENGTH DEFL.ANGLE
8.50
IP 1 0.000 505017.848 7077922.252 23°15'46.98"
CT 254.511
8.75
20.000 505025.747 7077940.626 23°15'46.98"
>
8.00
25
8.
8.75
TC 27.060 505028.535 7077947.112 23°15'46.98"
9.00
SW EXISTING STORMWATER DRAINAGE (DESIGN BY OTHERS) 40.000 505034.591 7077958.531 32°36'28.84"
D
>
IP 2 56.255 505040.616 7077975.213 R = 79.338 58.390 42°10'03.58"
9.00
60.000 505047.367 7077973.850 8.315 47°03'05.61"
PROPOSED STORMWATER DRAINAGE 1.00
9.25
80.000 505063.560 7077985.497 8.401 61°29'42.38"
8.50
240
>
CT 85.450 505068.435 7077987.931 8.425 65°25'50.56"
300mm
TC 85.917 505068.860 7077988.126 8.428 65°25'50.56"
PROPOSED BARRIER KERB AND CHANNEL
9.25
100.000 505080.680 7077995.696 8.511 49°17'33.39"
D
D
>
TYPE B1, REFER IPWEA STD DRG RS-080 IP 3 102.069 505084.083 7077995.086 8.523 R = -50.000 32.305 37°01'08.49"
CT 118.222 505092.048 7078009.808 8.618 28°24'42.08"
9.50
8.25
8.5
5
120.000 505092.894 7078011.372 8.628 28°24'42.08"
8.2
1 1
0
>
PROPOSED SEMI-MOUNTABLE KERB TYPE 140.000 505102.410 7078028.963 8.746 28°24'42.08"
4 4
9.00 25
3 160.000 505111.926 7078046.554 8.863 28°24'42.08"
9.
SM3. REFER IPWEA STD DRG RS-080 180.000 505121.442 7078064.145 8.928 28°24'42.08"
8.25
>
200.000 505130.958 7078081.736 8.866 28°24'42.08"
220 TYPICAL SWALE SECTION
8.25
TC 209.425 505135.443 7078090.026 8.792 28°24'42.08"
3.50 DESIGN CONTOURS 220.000 505139.846 7078099.632 8.686 20°50'17.56"
>
NOT TO SCALE
9.7
TC IP 4 231.968 505146.462 7078110.396 8.566 R = -80.000 45.086 32°17'25.74"
8.50
5
CONCRETE FOOTPATH TYP (2.0 OR 3.0 WIDE) 209 240.000 505144.562 7078119.015 8.484 6°30'51.36"
.42
>
CT 254.511 505144.895 7078133.502 8.338 356°07'16.34"
5 260.000 505144.524 7078138.978 8.282 356°07'16.34"
9.5
280.000 505143.171 7078158.933 8.120 356°07'16.34"
0
PROPOSED SEWER MAIN
>
200
5
300.000 505141.818 7078178.887 8.034 356°07'16.34"
8.7
8.
75
TC 310.964 505141.076 7078189.826 8.083 356°07'16.34"
150W PROPOSED WATER MAIN IP 5 317.240 505140.652 7078196.089 8.124 R = 200.000 12.552 3°35'44.96"
>
320.000 505140.669 7078198.852 8.143 358°42'35.41"
CT 323.516 505140.621 7078202.367 8.166 359°43'01.30"
PROPOSED DRAINAGE STRUCTURE NUMBER
8.7
340.000 505140.539 7078218.851 7.666 359°43'01.30"
5
IP 6 343.641 505140.521 7078222.492 7.650
0
9.0
8.75
IP 7 343.641 505140.521 7078222.492 7.650 236°18'35.48"
180 CONSTRUCT SWALE
5
EXISTING DRAINAGE STRUCTURE NUMBER
9.2
9.7
(REFER SECTION)
5
3.0m PATH
5
9.0 9.25
8.7
(LOCALISED CLEARING
0
5
OVER SWALE AREA)
9.2
PROPOSED BIOPOD
9.7
5
CONCRETE DRIVEWAY TO RS-051
5
160
8.2
8.25
8.50
XXXXXXXXXXXXXXXXX EXISTING STORMWATER TO BE REMOVED 8.25
9.5
8.75
0
8.25
75
8.
8.7
0
8.5
8.75
5
9.00
OPW20/0145.03 24 NOV 2021
9.5
8. 75
8.50 2.0m PATH
0
8.7
5
8.50
5
8.25
8.7
140 50
8.
0
9.0
5
8.7
8.2
5
8.50
APPROVED PLANS
D
NOOSA COUNCIL
0
8.5
0
9.0
3
8.00
7.75
9.25
0
9.0 9.25
8.5
0
8.75
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