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Attachment 4 - Engineering Report · MCU18/0015
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Grade Level 57.244 2 § s y Grade Level 56.994 / 3/2 go} 8 gg 28 qo ~~ > @ ma 3 é - af 2.4m Pye ae aR PAR ° 00 Grade Level 56.74. VC LENGTH A > ® PROPOSED VEHICLE AND PEDESTRIAN GRADE 5.000% a) " BARRIER AS NECESSARY. DATUM R.L.40.0 — PROPOSED RETAINING WALL TO STRUCTURAL, 3 8| 8 ENGINEERS DETAILS, TYPICAL. DETAILED 2 8 , CUT(-)/FILL(+) 8 3| 3 DESIGN PROVIDED AT OPW DESIGN STAGE. DESIGN SURFACE 8 3 8 LEVELS 8 85 NATURAL SURFACE § & = LEVELS 8 BL 2 8/8 CHAINAGE 8 s| 3 5.5m TYPICAL, s| s s &| & HC DATA - Horiz. 1:1000 TT Vert. 1:100 HORIZONTAL SCALE 0 20 40 60 80 100m 4900 at, 1:2000 a3 0 20 40 6.0 8.0 10.0m VERTICAL SCALE SCALE 1:100 A‘, 1:200 A3 oot ° 2 ‘ 8 8 1m 4100 At, 1:200 A3 § R.L-50.00 Grade Level 56.244 NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. f Design: - PROJECT: DRAWING TITLE: Drawn: AL ACN. 611 482 716 PRELIMINARY DRIVEWAY 2 LONG. & CROSS SECTIONS PRELIMINARY Date: ocr 2015 15/72 Wises Road, Maroochydore, aLD | PROPOSED DEVELOPMENT reece. PO ox 2. rondo Se reso] e ‘ax : pct To (7 44s 444 aor 448 5855 | at 27 ATTUNGA HEIGHTS, NOOSA HEADS DRAWNGNE:65756/15/P28 a leas anne PROFESSIONAL ENGINEERS web: hitp:/vww.WalshEng.net.au for DAVID NEATE ha Caporale We Gag peed wer | reoietr| smestock atenoeo Fou TATERE TOWALSHPE a fo Po ciReCTOR MPPROVAL 7 Datum AnD or Coppin recordag of other) be teprodced, seeds renal stem oy rangnited une the peer Rev | DATE DESCRIPTION sy | cHKD RPEQ- 4665 "Ai SHEET SIZE FLENAME C5156 15 P28.00y DATE: TANT TtTpm ” XREFS Council Ref: Engineer A cuguen should be divested oy Mak. Frosssoual Bighseers ms Tb Taek Profesional
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