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DIPPED GALVANIZED IN ACCORDANCE <br />TO HOT-DIPPED GALVANIZED STEEL AT <br />ACCESSORIES SHALL BE PLASTIC ONLY TO <br />REINFORCING STEEL SHALL BE ACCURATELY <br />LOCATED AND FIRMLY HELD IN PLACE BEFORE AND DURING THE PLACE OF CONCRETE. <br />WITH FOUR (8) 0.6" DIAMETER STRANDS, <br />V CONCRETE SPECIFICATIONS. MINIMUM <br />REINFORCEMENT SHALL BE 3" ON ALL SIDES. <br />INDICATED ON PLANS. PILE LOGS SHALL BE <br />AND SECTIONS HEREIN. <br />PILES. <br />PRESTRESSED CONCRETE PRODUCTS. <br />TO DESIGN TIP ELEVATIONS TO VERIFY <br />CIVIL VIOLATION NOTICE (UCVN). IN NO EVENT MAY TURBIDITY EXCEED 0 NEPHELOMETRIC TURBIDITY <br />UNITS (NTU) ABOVE BACKGROUND BEYOND 50 FEET OF THE OPERATION. IF TURBIDITY LEVELS EXCEED 0 <br />NTU ABOVE BACKGROUND BEYOND 50 FEET OF THE OPERATION, ALL CONSTRUCTION SHALL BE HALTED <br />AND ADDITIONAL TURBIDITY CONTROLS IMPLEMENTED. THE INCIDENT SHALL BE IMMEDIATELY REPORTED <br />TO THE COASTAL RESOURCES SECTION COMPLIANCE AND ENFORCEMENT GROUP AT (305) 372-6575 AND <br />THE WORK SHALL NOT RESUME UNTIL THE CONTRACTOR HAS RECEIVED AUTHORIZATION FROM DERM. <br />15.5. THE EXISTING RIPRAP IS TO BE REMOVED FOR THE INSTALLATION OF THE PROPOSED SEAWALL. 185 <br />LINEAR FEET OF RIPRAP IS TO BE PLACED AT A TWO TO ONE (2H:2V) SLOPE WITH A MAXIMUM OF 8 FEET <br />WATERWARD OF THE WET FACE OF THE NEW SEAWALL. <br /> <br /> <br /> <br /> <br /> <br />ABBREVIATIONS <br />ACI AMERICAN CONCRETE INSTITUTE <br />ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS <br />CONT CONTINUOUS <br />CLIENT: <br />KEITH AND <br />ASSOCIATES, INC. <br /> <br />ADDRESS: <br />301 E ATLANTIC BLVD <br />POMPANO BEACH, FL 33060 <br />ENGINEER: <br />CUMMINS CEDERBERG <br />COASTAL & MARINE ENGINEERING <br />201 ALHAMBRA CIRCLE, SUITE 601 <br />CORAL GABLES, FL 33134 <br />TEL: +1 305 741-6155 FAX: +1 305-974-1969 <br />WWW.CUMMINSCEDERBERG.COM <br />COA # 29062 <br />HAMMER. COAT EXPOSED CUT STRAND CONT' <br />D CONTINUED <br />PRODUCTION PILES. INDICATOR PILE LOG SHALL <br />SUBMITTED TO ENGINEER OF RECORD FOR CONFIRMATION OF PRODUCTION PILE LENGTH. <br />INDICATOR PILE TO BE DRIVEN UP TO +10 FEET LONGER THAN PRODUCTION <br />TO 1' ABOVE MHWL. PILE WRAP SHALL BE <br /> BE MANUFACTURED OF NON-LEACHING <br /> <br /> SHALL BE STAINLESS STEEL UNLESS <br />ANCHORED WITH SIMPSON SET TWO-PART <br />EPOXY OR ENGINEER APPROVED EQUIVALENT. ANCHOR HOLES SHALL BE DRIVEN TO MINIMUM DEPTH <br />SHOWN ON THE PLANS, AND SHALL BE THOROUGHLY CLEANED OUT AND DRY PRIOR TO INJECTION OF <br />EF EACH FACE <br />FDEP FLORIDA DEPARTMENT OF ENVIRONMENTAL <br />PROTECTION <br />FDOT FLORIDA DEPARTMENT OF TRANSPORTATION <br />KSI KIPS PER SQUARE INCH <br />MHW MEAN HIGH WATER <br />MIN MINIMUM <br />MLW MEAN LOW WATER <br />NAVD NORTH AMERICAN VERTICAL DATUM <br />NGVD NATIONAL GEODETIC VERTICAL DATUM <br />PERA PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS <br />PSI POUNDS PER SQUARE INCH <br />TYP TYPICAL <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />SEAL: <br />USAC <br />E UNITED STATES ARMY CORPS OF ENGINEERS <br />CONTRACTOR MAY NEED TO ADJUST HIS WORK PLAN TO ACCOUNT FOR ACTUAL WATER LEVELS AND <br />VARIABLE WAVE AND SURGE CONDITIONS AND <br />RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE TEMPORARY SUPPORT FOR MARINE <br />STRUCTURES AND SHORELINE DURING CONSTRUCTION. TIDAL DATA OBTAINED FROM DUMFLOUNDLING <br />REVIEW OF SUBMITTALS BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH THE <br />DOCUMENTS. NO DETAILED CHECK OF QUANTITIES <br />CONTRACTOR'S APPROVAL PRIOR TO SUBMITTING <br />THE CONTRACTOR AND SUBMITTED TO <br />THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO RELATED CONSTRUCTION ACTIVITY: <br />AND DURATIONS DEFINED <br />OTHERS AS APPLICABLE <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />SYMBOLS LEGEND <br />W/C WATER/CEMENT RATIO <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />VERTICAL DATUM <br />Station ID 8723044 <br /> <br />NGVD 29 <br /> PERMIT DRAWINGS SUBMISSION / REVISION 10/31/2024 DATE ISSUE