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ES.1.101C[2]
9.8 EENIE CREEK ROAD EXISTING LEGEND PROPOSED 9.4 9.6 9.6 Emt U PROPERTY BOUNDARY 9.2 9.8 SW SP182880 INLET WITH GRATE 5.00 CONTOUR 5.00 10.0 BUILDING SW Cov.I CONCRETE SP182845 EDGE OF BITUMEN KERB II 10.2 KERB AND CHANNEL 9.4 9 .2 9.4 GRATE COVERED IN NON-WOVEN FLUSH KERB FILTER FABRIC (MINIMUM, BIDIM A34 GRAVEL FILLED FILTER SOCK TO SW STORM WATER MAIN OR EQUIVALENT) 9.0 9.2 9.2 9.4 FULLY SURROUND THE INLET TO RET WALL RETAINING WALL RET WALL 10.0 INTERCEPT SEDIMENT RUNOFF SHORING WALL 9.0 9.0 9.2 10.2 9.0 9.8 FROM THE ROAD AND VERGE TOP OF BATTER 9.2 9.6 9.6 9.4 9.4 10.0 9.0 FACE OF BATTER .2 9.2 10 9.8 TOE OF BATTER TYPICAL FIELD INLET SEDIMENT TRAP. CLEAN CUT OFF DRAIN 2.4 II II II II II II II II BUNKER N.T.S. DIRTY CUT OFF DRAIN W 3.4 FFL 3.825 CONSTRUCTION ENTRY / EXIT 9.6 10.2 10.0 BEL 3.105 9.0 SEDIMENT FENCE W 3.4 3.2 CHECK DAM 9.2 SANDBAGS OVERLAP 9.4 3.2 3.4 ONTO KERB INLET SEDIMENT TRAP 9.2 W 4000 MIN 10.2 9.2 150 9.6 9.2 9.4 2.4 0M 9.8 RUNOFF W 3.2 INSTALL SEDIMENT FENCE. IN SW REFER DETAILS. 600 NOM. GAP BYPASS FLOW TO BETWEEN BAGS 10.0 9.6 BASEMENT 2 INLET ACT AS SPILLWAY W THREE LAYERS OF SANDBAGS SW 10.2 FFL VARIES SW 3 WITH ENDS OVERLAPED. BEL VARIES SP246584 9.8 TYPICAL ON GRADE KERB INLET SEDIMENT TRAP. 9.4 W SW 9.6 SW N.T.S. RET SW SW 10.0 SW WALL W 9.2 2 10.0 9.6 10. E RET T SW MEN IGN W AL 9.6 9.4 E Y 15m RT WALL 9.4 E 9.8 MIN OP PR NOM. SW BERM 300mm 200 W 9.8 MIN HEIGHT 10.2 E 9.6 E S 10.0 GEOTEXTILE FABRIC 9.6 S BIDUM U34 OR SIMILAR CONSULTANT: MPN CONSULTING PTY LTD SW E S CONTACT: LACHLAN STEPHENSON W HO (RPEQ 16903) E E RB FM RUNOFF FROM PAD DIRECTED KE TELEPHONE: (07) 3335 4595 10.0 S 9.4 S TO SEDIMENT TRAP AN S SW S W 10.0 10.0 9.2 75mm CRUSHED ROCK DATE 25.11.2022 ND E 9 9.4 10.2 E 9.6 9.6 9.8 .8 10.0 RIV W Emt S 10.0 2 10. SP182880 10.0 E SP182880 TYPICAL TEMPORARY CONSTRUCTION ENTRY / EXIT DETAIL E 9.6 10.0 W N.T.S. W .2 E SW E E E10 E 9.8 E E E E E E E 9.8 E E RM RM E W Emt M E E W 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 E SW E 10.0 SP182880 2 25.11.22 FOR APPROVAL KC LS E E 9.6 INSTALL TEMPORARY SEDIMENT 1 11.11.22 FOR COORDINATION KC LS TRAP TO INLET PITS. REFER W SW 9.8 ISSUE DATE AMENDMENT BY APP E SW DETAIL. TYP. E W COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED INSTALL TEMPORARY CONSTRUCTION WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN E S CONSULTING PTY LIMITED 2018 © ENTRY / EXIT. REFER SW DETAILS.SW SW SW SW W 10.0 9.8 9.8 10.0 W S ABN: 39 062 191 799 P: 61 7 3335 4555 SW 39 Sherwood Road, Toowong, Qld, 4066 E: [email protected] X MA m* 3.0 FIX TO TOP OF STAKE WITH FIX TO TOP OF STAKE WITH SHADECLOTH FASTENER OR SHADECLOTH FASTENER OR SL42 FABRIC TO AS 1304 TIE TO STEEL PICKET. TIE TO STEEL PICKET. GEOTEXTILE NOT FOR CONSTRUCTION DIR DISTURBED AREA GEOTEXTILE FABRIC AND SL42 50 x 50 HWD STAKE EC TIO FABRIC AND SL42 NO OR STEEL PICKET 300 FF LO GEOTEXTILE FABRIC 50 x 50 HWD STAKE OVERLAND F MIN 1200 MIN LONG LOT 22 MEDIHUB W OVERLAND F OR STEEL PICKET LOW POSTS OR STEEL PICKETS LOW 1200 MIN LONG NOOSA BUSINESS CENTRE DRIVEN 600mm INTO GROUND 28 EENIE CREEK ROAD NOM 150 600 MAX NOOSAVILLE, QLD 4566 BACKFILL 75mm CRUSHED ROCK 200 100 MIN VERTICAL OVERLAP OF FABRIC EROSION AND SEDIMENT CONTROL BACKFILL UNDISTURBED AREA PLAN ALTERNATIVE 1 ALTERNATIVE 2 DESIGN: KC DRAWN: KC SCALES: AS SHOWN 200 CHKD: APPRD: DATE: TYPICAL SEDIMENT FENCE ELEVATION TYPICAL SEDIMENT FENCE SECTIONS mpn JOB DRAWING No. REV * 2000 MAX WITH OUT SL42 MESH N.T.S. 0 2 4 6 8 10 N.T.S. 8662 ES.1.101C 2 SCALE 1:200 (A1) 1:400 (A3) FOR APPROVAL
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