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<br />Request for Clarification No. 3 <br /> <br />CITY OF SUNNY ISLES BEACH <br />CONSTRUCTION OF WALL UNDER THE WILLIAM LEHMAN CAUSEWAY <br />CITY RFP NO.13-10-02 <br /> <br />To All Bidders: <br /> <br />Bidders for the above referenced project shall take note of the following changes, additions, <br />deletions, clarifications, etc. to the Plans and Specifications, which in accordance with the <br />Contract Documents shall become a part of and have precedence over anything shown or <br />described otherwise. <br /> <br /> Questions/Clarifications: <br /> <br />1. Is the lateral load of 4.8 k and vertical load of 0.8 kip per foot of footing a breakdown of <br />the factored moment of 42.24 k-ft? Or does the 42.24 k-ft overturn need to be broken <br />down into a vertical and lateral load in addition to the 11 KIP service capacity and 4.8 k <br />lateral load? <br /> <br />Response: The moment of 42.24 k-ft at the top of pile is due to a lateral load of 4.8 kips <br />gross for overturning. Contractor needs to take into consideration the weight of the wall <br />and footing to obtain the net overturning moment <br /> <br /> <br />2. On Sheet S3, at matchline “A”, drawing indicates total wall length as 923.88’. Based on <br />the station marker where the wall starts at 184+33.83 and ends at the bulk head at <br />172+31.66, this is roughly about 1,202LF. Please advise if that note “923.88 Total” note <br />is incorrect. <br /> <br />Response: The length of the wall is 1204.5 LF <br /> <br /> <br />END OF SECTION