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The existing wall shall remain intact <br />wherever possible. In areas that require <br />removal, rubble shall be removed from <br />the wetface of the wall and disposed of <br />at an approved landfill. <br />CONCRETECAP <br />Y4 STIRUPS N4' CHAMFEF Ai <br />@ 28' O.C. CORNERS <br />x <br />Y6 X8 YMN <br />LONGITUDINAL <br />NOTES ON CONCRETE <br />1.) CAST IN PLACE MIX SHALL BE fAN <br />4000 P.S.I. @ 2DAYS. <br />2.) 3' MIN. COVERAGE ON REINFORCING STEEL- <br />1) SLUMP TESTS SHALL BE PERFORMED ON <br />EACH TRUCK SLUMPS SHALL BE BETWEEN <br />4' -6'. <br />IKUNk, <br />r <br />PREC ST CONCRETE —� <br />PANEL <br />MAX. GAP BErwEENN EXPOSE MIN. B <br />PANEL b PILE OF D.R.E STRESS <br />< VC ... STRAND �r()f. �a�n ��itS. �, 4 UC' <br />44 @ 12' O.c LL <br />VERTICALLY & 12' PRESTRESSED L-� �LZC Jca I aQtf e: , �pS rn <br />HORIZONTALLY CONCRETED PILES <br />4 STRAND -,'f ME ¢ SEP 17 2003 `? <br />LENGHT Date: C <br />P <br />CF FLD��� <br />Soil line varies in elevation along alignment between -0.8' <br />and -2.2' NGVD. Concrete panel embedment shall be <br />between 4' and 6'. Pile embedment shall be a minimum <br />of 18'. Driving logs shall be maintained for each panel <br />and pile. <br />SECTION DETAILS <br />Client: City of Sunny Isles Sheet No: 6 of: 7 <br />Project 183`d St. Seawall Replacement Date: 7/18/2003 <br />theet: Section View - Detail <br />Revised: <br />