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SUPERSEDED - Approved Plans & Documents - OPW22 0299 · OPW22/0299
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 3, section 1. The text section number identifies this passage in the reader.
\\tod-fs02\dropbox\2021\21617ID1_24 Katarina St & 10 Natasha Ave Noosa Heads - Road Access\4.CADD\#ACAD\2.OPW\21617_CIVIL.dwg COPYRIGHT © K4 K3 PT PT K2 N5 N3 N4 N2 K1 N1 er revision description. wat r er te wat r me 2 te 226 me This drawing is subject to PP5 copyright in accordance with the agreement between TOD client. This drawing shall only This drawing shall not be used Consulting Pty Ltd (tc) and tc's 'Issued For Construction' in the for construction until marked as be used for this specific project. 1991.585 1997.272 1972.593 1979.842 1987.092 1994.342 2002.959 2008.647 1998.751 EASTING EASTING A B Rev Fire rant Document Set ID: 22293877 y Hyd Driv wa ive 5003.729 4996.275 4999.279 5002.283 4918.852 4918.462 4918.073 4917.683 4993.270 ewa NORTHING NORTHING Dr Date y 25.10.22 30.01.23 NATASHA AVENUE KATHARINA STREET Version: 1, Version Date: 01/02/2023 39.905 LEVEL LEVEL 29.724 30.779 31.339 36.302 37.344 39.370 30.241 38.341 SLL 40.99 OPW APPLICATION OPW IR RESPONSE SETOUT SETOUT DURING CONSTRUCTION TO SUIT SITE CONDITIONS Revision Description 41 * NOMINATED KERB LEVELS ARE SUBJECT TO REFINEMENT KERB SETOUT CO-ORDINATES Sewer K&C TYPE B1 K&C TYPE M1 SLL 40.00MH Driv e way 4 S/water 0 011 MH C202 TRANSITION FROM EXISTING TO NEW VERGE MAXIMUM 12m SPACINGS PROFILE OVER 5m. JOIN NEATLY TO EXISTING. 8 ST 185 PP5 DR DR 39 Drawn N1 7 kerb & channel .0 concrete 40 concrete path 012 . 78 C202 39 N2 pa th SLL 38.11 00 concrete .95.5 2064 393 Sewer 38 7 Driv MH 1 9 2068 .7868 2062065 6 3 9. 3 er 0 207206 ewa 3939. .4 y 39 wat r 40 te 2069 p RW 7 2207 N3 me.44 .45 9 To 39.9 2203 6 39 Associated Consultants en 27 VEG RL 8 itum 22102209 27 . 9. 49 .5 . ETA NSC STD DRG RS-049 NE eB 22131 3 220 39 8 39 39 te TIO WK Edg 9 NA cre &C RE VEG 08 A NEW DWY CROSSOVER TO ETA TUR NE 8. 2212 .29 con 3 F TIO 2852 39 W1 8
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