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ALUMINUM PIPE GUARDRAIL PER <br />FOOT INDEX 870 (IF APPLICABLE) <br />REMOVE EXISTING SEAWALL CAP AS <br />REQUIRED TO CONSTRUCT NEW WALL — <br />PROVIDE N6 HOOKED DOWEL DRILL — <br />k EPDXY 12' MIN. INTO KING PILE <br />EXTEND PILE STRANDS <br />15' MIN. INTO CAP <br />(SEE ELEVATIONS NOTE 3 ON 12-1) T.O. PROPOSED CAP <br />MHW <br />EL— uAVD 88 <br />MLW <br />EL=AVD 88,41, <br />NEW PRECAST <br />WHERE WAVE ACTION OR SWIFT CURRENTS <br />ARE ANTICIPATED PLACE FOOT RUBBLE <br />RIP—RAP (BANK AND SHORE) ON 2:1 SLOPE <br />APPROX. TO CONTROL EROSION. PLACEMENT <br />OF RUBBLE RIP—RAP MUST BE IN <br />COMPLIANCE WITH ALL PERMITS. <br />NEW 14'x14' PRECAST KING PILE AT <br />10'-0' O.C. WITH 12' MIN. — <br />EMBEDMENT INTO FIRM MATERIAL <br />PILES TO HAVE A 25 TON CAPACITY. <br />NEW 14'x14' PRECAST BATTER PILE <br />ADJ. TO KING PILE AT 10'-0' O.0 <br />WITH 12' MIN. EMBEDMENT INTO FIRM <br />MATERIAL PILES TO HAVE A 25 TON <br />CAPACITY <br />4 <br />12 D <br />Bid 2020 -125 -AY <br />NEW 38' WIDE x 16' DEEP CONCRETE SEAWALL CAP <br />WITH (5) N5 CONTINUOUS BARS T&B do M3 CLOSED <br />TIES O 12' O.C. AND (4) M3 CLOSED TIES O 4' O.C. <br />O EACH SIDE OF EACH PILE VERIFY CAP EINFORCING <br />BY STRUCTURAL CALCULATIONS. <br />A WIDER PILE CAP REWIRES CITY APPROVAL. <br />EXPOSED EDGES TO BE J' <br />CHAMFER <br />J ' <br />EXISTING SEAWALL, IF PRESENT. <br />ACTUAL CONDITIONS WILL VARY <br />NEW SEAWALL PANEL PLACED IN <br />FRONT OF EXISTING WALL SEE <br />REINFORCING DETAIL ON 12-9 <br />FOR GAPS "BETWEEN EXISTING AND <br />'NEW SEAWALL GREATER THAN <br />�_— 6—INCHES, FILL WITH M57 STONE. <br />FOR SMALLER GAPS, FILL WITH CLEAN <br />tSAND PER SOIL NOTE 2 ON 12-1. <br />"- y <br />APPROX. FACE 0 <br />EXISTING WALL PARTIALLY <br />PAWING AND ROTATIN <br />NOTES: <br />1. FOR RETAINED FILL NOT TO EXCEED <br />V 141-0° DEPTH. <br />2. MINIMUM STANDARDS ARE DEPICTED <br />ABOVE. STRUCTURE SHALL BE <br />DESIGNED BY A LICENSED STATE OF <br />FLORIDA STRUCTURAL ENGINEER. <br />SIGNED AND SEALED CALCULATIONS <br />SHALL BE PROVIDED TO SUPPORT <br />A SECTION STRUCTURAL DESIGN. <br />12-6 NTS <br />MIAMBEACH APPROVED REVISED TITLE 04,2020 CONCRETE PANEL <br />SEAWALL - 14' MAX. DEPTH 12-7 <br />PUBLIC WORKS DEPARTMENT <br />1]00 CONVENTION CENTER DRIVE, MIAMI BEACH, FL.33139 SECTION p 424 <br />7/10/2020 8:04 AM <br />