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Site Based Stormwater Management Plan
Plans and drawings
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Log in to see the plans as drawnEXISTING GULLY PIT SURFACE LEVEL 60.50 INVERT LEVEL 59.37 CHAINAGE 3008 CONCRETE CLASS 2 STORMWATER PIPE NEW GULLY PIT WITH KERB ENTRY TO NOOSA SHIRE COUNCILS DRAWING No. 9225 A 3008 CONCRETE CLASS 2 STORMWATER PIPE RECONSTRUCTION GULLY PIT WITH KERB ENTRY 10 NOOSA SHIRE COUNCILS om x 3m x 2m DEEP DRAWING No. 9225 A STORMWATE DETENTION TANK DATUM RL 55.00 WITH RUBBER RING JOINT WITH RUBBER RING JOINT 70.50 70.50 79.15 75.20 69.30 69.60 72.50 73.15 0.00 75.039 137.065 145.765 LONGITUDINAL SECTION SCALE : 1 IN 250 HORIZONTALLY 1 IN 125 VERTICALLY APPROVED AAC aan MILE AUST, _RP.E.Q. 2097, NP.ER_3 THIS DRAWING REMAINS THE PROPERTY OF No. REVISION DATE DWN NEIL McKENZIE & ASSOCIATES (C) Copyright NEIL McKENZIE & ASSOCIATES PTY. LTD. CONSULTING ENGINEERS 14/699a SANDGATE ROAD CLAYFIELD, QLD 4011 PHONE: (07) 3862 1886 FAX: (07) 3862 1397 SCALE AS SHOWN JOB DESCRIPTION DRAWING TITLE DRAWN dl NOOSA YOUNGCARE STORMWATER DRAINAGE LONG SECTION CHECKED NM 32 VIEWLAND DRIVE DESIGNED NM NOOSA HEADS APPROVED — WSN DELUCA DEVELOPMENT & CONSTRUCTION | nunsee Q20-004-C02 NUMER
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