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FP' <br />BOOK iii fnu ll' "iA" <br />Finally, an easement for joint usage of the vacated 22nd Street driveway would be included <br />Considering the convenience and the library patrons accustomed use of the north parking lot, this <br />amendment with its editions for a ten year renewal appears to be reasonable considering the parking lot <br />would probably need resurfacing within 15 years of its original date of surface application. <br />RECOMMENDATION: <br />Staff recommends the acceptance of the amended agreement as approved and executed by the Baptist <br />Church, with authorization for the Chairman to execute the agreement <br />ON MOTION by Commissioner Ginn, SECONDED <br />by Commissioner Adams, the Board unanimously <br />accepted the Amendment to Agreement with First <br />Baptist Church of Vero Beach, Inc. for Shared <br />Parking and authorized the Chairman to execute <br />same, as recommended by staff. <br />AMENDMENT IS ON FILE IN THE <br />OFFICE OF THE CLERK TO THE BOARD <br />11.G.1. CR -512 (FELLSMERE ROAD) BRIDGE <br />REPLACEMENTS - DESIGN/BUILD CONTRACT WITH <br />ZEP CONSTRUCTION, INC. - PART H AGREEMENT <br />The Board reviewed a Memorandum of April 26, 1999: <br />TO: James E. Chandler, <br />County Administrator <br />FROM: James W. Davis, P.E., <br />Public Works Direct <br />SUBJECT: CR512 (Fellsmere Road) Bridge Replacements - <br />Design/Build Contract with Zep Construction, Inc. <br />Part II Agreement <br />DATE: April 26, 1999 <br />DESCRIPTION AND CONDITIONS <br />The Contractor/Engineer for the CR512 Bridge Replacement projects <br />over Lateral "U" canal and Park Lateral Canal west of Fellsmere has <br />completed the Part 1 Agreement services under the Design/Build <br />Contract. A Preliminary Design Development Report has been <br />prepared which includes the following: <br />1. A recommended design of the bridges as follows: <br />Park Lateral Canal Bridge - AASHTO Type 3 <br />precast prestressed beams with a single span <br />of 75'. <br />Lateral "U" Canal Bridge -Modified AASHTO Type <br />2 precast prestressed beams with a single span <br />of 56'. <br />MAY 49 1999 <br />-52- <br />