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RFI - Updated Engineering Plans
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 DRAWING No. 9225 A om x 3m x 2m DEEP STORMWATE DETENTION TANK 3008 CONCRETE CLASS 2 STORMWATER PIPE DATUM RL 55.00 WITH RUBBER RING JOINT WITH RUBBER RING JOINT WITH RUBBER RING JOINT 70.50 70.50 79.15 74.50 69.30 69.60 72.40 72.50 0.00 75.039 137.065 145.765 LONGITUDINAL SECTION SCALE : 1 IN 250 HORIZONTALLY 1 IN 125 VERTICALLY APPROVED 28.01.21 dL 18.11.20 dL MILE AUST, _RP.E.Q. 2097, NP.ER_3 No. REVISION DATE DWN THIS DRAWING REMAINS THE PROPERTY OF 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 eer —B
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