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BE.1.101C[2]
9.8 EENIE CREEK ROAD 9.4 9.6 9.6 Emt U 9.2 SW SP182880 10.0 1.6m HIGH RETAINING WALL. Cov.I REFER STRUCTURAL DWGS BIO BASEMENT EXISTING DRIVEWAY SP182845 FOR DETAILS BASIN RP BDY OUTLINE OF ROOF HOFMANN GROUND FFL 10.300 II II 10.2 DRIVE 9.4 9.2 9.4 1 IN 4 BATTER NATURAL SURFACE 9.2 9.0 9.2 9.4 10.0 9.0 BASEMENT 2 9.0 9.2 10.2 9.0 9.8 9.2 9.6 9.6 TEMPORARY BATTER SLOPE FFL VARIES FINISHED SURFACE 9.4 10.0 9.0 BEL VARIES SHORING WALL BY .2 9.2 TO GEOTECHNICAL ENGINEERS 10 9.8 OTHERS. REQUIREMENTS 2.4 II II II II II II II SHORING WALL BY II FSL 3.825 BULK EARTHWORKS BUNKER OTHERS. SECTION 1 SURFACE W 3.4 FFL 3.825 9.6 SCALE 1:200 - 10.2 10.0 BEL 3.105 9.0 W 3.4 FSL 2.650 3.2 9.2 9.4 3.2 BIO BASIN BASEMENT RP BDY HO RP BDY 3.4 EENIE 9.2 W BH5 1 IN 4 BATTER CREEK FM 10.2 9.2 GROUND FFL 10.300 II ROAD AN LIFT PIT 9.6 9.2 9.4 2.4 ND 9.8 W 3.2 TEMPORARY BATTER SLOPE NATURAL SURFACE RIV TO GEOTECHNICAL ENGINEERS BASEMENT 2 FINISHED SURFACE E 10.0 REQUIREMENTS FFL VARIES BASEMENT 2 BEL VARIES W BIO BASIN 2. REFER SW 10.2 FFL VARIES 3 SHORING WALL BY SHORING WALL BY DWG No. SW.2.101C OTHERS. OTHERS. FOR DETAILS. BEL VARIES SP246584 BULK EARTHWORKS 9.8 SECTION 2 SURFACE 9.4 W SW - 9.6 SCALE 1:200 MAX. 1 IN 3 RET SW BATTER SW 1 10.0 WALL W - 9.2 2 10.0 9.6 10. E RET SW FSL 3.235 FSL 3.235 W 9.6 9.4 E BH4 WALL 9.4 9.8 SW W 9.8 10.2 E 9.6 10.0 LIFT PIT CONSULTANT: MPN CONSULTING PTY LTD 9.6 SW CONTACT: LACHLAN STEPHENSON E W (RPEQ 16903) E E 1.6m HIGH RETAINING WALL. REFER STRUCTURAL DWGS EARTHWORKS TABLE TELEPHONE: (07) 3335 4595 10.0 S S 9.4 S S SW FOR DETAILS S W 10.0 10.0 DATE 25.11.2022 E 9 9.4 10.2 E 9.6 SHORING WALL BY 9.6 SITE STRIP (m³) CUT (m³) FILL (m³) EXPORT 9.8 .8 W 10.0 Emt P S OTHERS. Emt S 10.0 0.2 SP182880 10.0 E 1 SP182880 (100 DEEP) (m³) 9.6 10.0 W BIO BASIN 1. REFER W .2 E SW DWG No. SW.2.101C E E E10 E 9.8 2W E 9.8 S E E E E FOR DETAILS. RM E E RM E - W E Emt M E E E SITE EARTHWORKS 245 11,600 100 11,500 E W W SW RM W SP192396 W W W W W E E RM E E RM RMEmt R RM RM RM RM RM RM E SW E SP182880 2 25.11.22 FOR APPROVAL KC LS 10.0 1 11.11.22 FOR COORDINATION KC LS EXISTING LEGEND PROPOSED ISSUE DATE AMENDMENT BY APP COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN PROPERTY BOUNDARY CONSULTING PTY LIMITED 2018 © 5.00 CONTOUR 5.00 BUILDING CONCRETE EDGE OF BITUMEN ABN: 39 062 191 799 P: 61 7 3335 4555 39 Sherwood Road, Toowong, Qld, 4066 E: [email protected] KERB CONCRETE INVERT FINISHED SURFACE SW STORM WATER MAIN LEVEL W WATER MAIN 150 CONCRETE SLAB S SEWER MAIN T TELECOMMUNICATIONS 100 CBR 15 BULK EARTHWORKS E U/G ELECTRICITY 1.0m TRIM BACK TO STABLE LEVEL O/H ELECTRICITY NOT FOR CONSTRUCTION N II COMPACTED BATTER SLOPE FENCE RET WALL RETAINING WALL RET WALL FILL SHORING WALL OVER FILL BATTER SLOPE 1 TYPICAL CARPARK DETAIL WORKING PLATFORM DETAIL LOT 22 MEDIHUB TOP OF BATTER FOR DISTANCE SHOWN 0.5 N.S. NOOSA BUSINESS CENTRE N.T.S. FACE OF BATTER 28 EENIE CREEK ROAD 0.5m TOE OF BATTER NOOSAVILLE, QLD 4566 SWALE DRAIN FINISHED FLOOR TREE PRIOR TO FILLING CUT 500mm INTO 300 CONCRETE SLAB LEVEL - FFL BULK EARTHWORKS PLAN TREE TO BE REMOVED EXISTING SURFACE AS SHOWN 20 SAND BOREHOLE BH1 EXISTING SURFACE 100 CBR 15 DESIGN: KC DRAWN: KC SCALES: AS SHOWN BULK EARTHWORKS CHKD: APPRD: DATE: CUT AREA PAD LEVEL - BEL TYPICAL BATTER BENCHING DETAIL mpn JOB DRAWING No. REV FILL AREA N.T.S. 0 2 4 6 8 10 FINISHED SURFACE LEVEL FSL 22.22 TYPICAL BUILDING WORKING PLATFORM DETAIL 8662 BE.1.101C 2 SCALE 1:200 (A1) 1:400 (A3) N.T.S. FOR APPROVAL
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