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RFI - Engineering
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J:\2021\21617ID1_24 Katarina St & 10 Natasha Ave Noosa Heads - Road Access\4.CADD\#ACAD\21617_CIVIL.dwg COPYRIGHT © er NOTES: - 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. A Rev Fire rant D y Hyd wa rive ive Dr Date way 01.04.22 1) EARTHWORKS SHOWN IN PLAN FROM NS TO FS 2) TEMPORARY EXCAVATION WORKS NOT ALLOWED S LL 40.99 FOR INFORMATION FILL VOLUME = 280 m3 Revision Description EARTHWORKS: - CUT VOLUME = 2490* m3 3) CALCULATED EW INCLUDES EXTRA 300mm CUT OVER ENTIRE SITE* Sewer S LL 40.00 MH Driv ewa y S/water MH 8 TRANSITION TO EXISTING SURFACE 185 ST PP5 AR Drawn .07 kerb & channel concrete 40 concrete path .78 39 pa th S LL 38.11 50 concrete .590. 2064 393 Sewer 20672065 MH rive 2068 78 8 .19 . 39 er 39 39.6 20702066 .43 way 39 wat r 40 te 2069 W 2207 m.e44 .45 pR 7 3 9 39 To 39.9 2206 DTRANSITION 2209 Associated Consultants m en 7 2210 RL Bitu 9.2 9 .58 e 22113 .27 .4 39 3 39 2208 39 te Edg 9 cre .08 2212 .29 38 con 39 2852 .48 .32 38 39 .08 4 3 38 9.6 2851 39.50 3.18 EARTHWORKS SHADING & FINAL CONTOURS APPROX ONLY 38 2293 3839.0 2213 W n .73 me .1638 pR Bitu 38 To 40.0 .6 3 37 RL .33 LEVEL RL 38.8 39 Client LEVEL TO EXISTING AS REQUIRED .38 ~RL 39.3 37 37 2850 Driv INF .09 .28 ewa 39 O 37 y .34 .18 2849 36 RM 39 AL CHRIS CLOUT DESIGN MARK BAIN 2303 AT .03 I 36 LO 2301 2302 O 8 36 19 W .6 2280 2281 9.92.1 35 2 F 5.9 RW LEVEL 2848 03 3 3 . O P 2403 3 RL 37.95 39 2847 T op
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