2008-239 - Laserfiche WebLink

Home Browse Search

basins on the property, with outfall across the southeast portion of the property, and eventually under the FEC Railroad, to a natural outfall system to the east. For purposes of this proposal, the ENGINEER has assumed the least disruptive option on the property, as for the golf course operation; however, the conveyance/routing of the collected drainage may require resizing the pipe/conduit system to connect to the southeastern property drainage basins system. • The ENGINEER evaluated multiple alternatives of storm water management on the Graves Brother ' s property. • The ENGINEER also completed the storm water management system to the east of US- 1 , to the eastern project limit, excepting out the Kennedy Property and Retention Pond 5 . The COUNTY has requested the ENGINEER to address storm water management options for this property. • The ENGINEER assumed the parameters , as set forth in the previous drainage report, as prepared by LBFH for the MOT PD&E Study, and as provided by the COUNTY. Additional effort is required by the ENGINEER to : 1 ) re-do the eastern portion of the project storm water management system due to the realignment of SR-510 ; 2) to adjust the specific and certain roadway profiles, due to ground water intrusion at a much higher elevation; and 3 ) supplement the current roadway design funds, that were utilized in determining multiple storm water management options . Additional effort is also required by the ENGINEER to re-do the plans , profiles , and cross- sections, signalization plans at Bristol Bay access and signing and pavement marking plans for that portion of roadway, SR-510, east of US- 1 , to the eastern project limit. The COUNTY has also requested the ENGINEER to provide a right-turn deceleration lane into the Bristol Bay property, for the potential frontage commercial portion of the property. The transition of the project travel lanes through the intersection of US- 1 will be accommodated in the centerline median. In addition, the plateau geometry, intersections of all lane ridge lines, horizontally and vertically (including super elevation transitions), will need to be addressed and adjusted accordingly to mitigate this request. This area of the project was evaluated by the ENGINEER, and re-evaluated for the right-turn deceleration lane and at the request of the COUNTY, to avoid the impacts to specific properties . 5