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Civil Plans 21617_20230130 Rev B · OPW22/0299
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.
\\tod-fs02\dropbox\2021\21617ID1_24 Katarina St & 10 Natasha Ave Noosa Heads - Road Access\4.CADD\#ACAD\2.OPW\21617_CIVIL.dwg NOTES: COPYRIGHT © er CUT 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. FILL A B Rev Fire rant NOMINAL EARTHWORKS y Hyd Driv wa ive ewa Dr Date y 25.10.22 30.01.23 SLL 40.99 OPW APPLICATION OPW IR RESPONSE Revision Description EARTHWORK DEPTH GRADUATIONS SHOWN AT 0.2m INCREMENTS 2) NO ALLOWANCE MADE FOR TEMPORARY EXCAVATION WORKS 41 CUT VOLUME ≈ 2700m³ FILL VOLUME ≈ 200m³ 1) FSL = FINISHED SURFACE LEVEL BEL = BULK EARTHWORKS LEVEL Sewer SLL 40.00MH Driv ewa y S/water 40 MH 8 TRANSITION TO EXISTING SURFACE 185 ST PP5 DR DR 39 Drawn 7 kerb & channel .0 concrete 40 . 78 concrete path 39 pa th SLL 38.11 00 concrete .95.5 2064 393 Sewer A 38 7 C201 MH 9 rive 1 2068 .7868 2062065 6 39. 3 er 3939. 0 207206 .4 way 39 wat r 40 te 2069 p RW 7 2207 me.44 .45 9 To 39.9 DTRANSITION 2203 6 39 Associated Consultants en 27 RL 8 itum 22102209 27 . 9. 49 .5 eB . 39 37 22131 3 220 39 8 39 te Edg 9 cre 08 2212 .29 8. con 3 39 2852 8 2 .4 .3 38 39 . 08 .964 0 3 38 1 .8 . 285139.50 383 2293 33839 2213 W n 6 .7 36 me .138 pR Bitu 3 38 To 40.0 .6 RL 37 3 .3 Client 8 39 TO EXISTING AS REQUIRED FSL 38.80 .3 BEL 38.60 37 37 2850 Driv 9 8 .0 .2 ewa 37 39 y 4 .3 . 2849 18 36 39 3 CHRIS CLOUT DESIGN MARK BAIN .0 2303 36 230 21 8 230 36 219 RE .6 228 X 22801 9.9.1 F 35 92 W 5. 2848 .03 33 pR 8 T ER 2403 3 6 s
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