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03/19/2013AP
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03/19/2013AP
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Last modified
6/26/2018 1:15:40 PM
Creation date
3/23/2016 8:56:14 AM
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Meetings
Meeting Type
BCC Regular Meeting
Document Type
Agenda Packet
Meeting Date
03/19/2013
Meeting Body
Board of County Commissioners
Book and Page
311
Supplemental fields
FilePath
H:\Indian River\Network Files\SL00000E\S0004N2.tif
SmeadsoftID
14207
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M. Retention Pond Design and Overall Project Storm Water Management Report <br /> This herein supplemental agreement will address two (2)sites,Pond 2,and Pond 7. The revisions <br /> to the overall project Storm Water Management report will also be incorporated with this work. <br /> 1. Pond 2,will basically remain the same, and will reflect the design to incorporate the ultimate <br /> needs of CR-510. The revisions will consider storm water piping and inlets in the general <br /> area, and in consideration of the 4-lane to 2-lane roadway transition. The ENGINEER will <br /> evaluate retaining, as best as possible, the location of inlets and manholes, and also address <br /> overland flows from private property and driveway access, as these features may have an <br /> impact on drainage facilities. <br /> 2. Pond 7, is located on the Graves Brothers property. The current location, as previously <br /> designed,needs to be relocated,in a fashion,which meets,as best as possible,the location, as <br /> preferred by the land owner,and his engineer. The ENGINEER has been provided a Concept <br /> Plan, from Schulke, Bittle & Stoddard, LLC, entitled Conceptual Plan for Graves Brothers <br /> Wabasso Crossing,not dated. This plan depicts a storm water retention pond in the northeast <br /> quadrant of the property. The ENGINEER will re-evaluate the drainage patterns, and the <br /> roadway design, and develop a modified design for Pond 7, to best meets the needs of the <br /> COUNTY, and consistent with the CR-510 design/plans. The overall intent is to still <br /> maintain its proposed outfall. <br /> 3. The overall project storm water management report will be updated to reflect: 1) the NEW <br /> western termini of CR-510, and 2) any modifications to the storm water management plans <br /> for the project, and including the proposed number of storm water retention ponds. The <br /> ENGINEER will use this overall report to coordinate with the governing agencies for Storm <br /> Water Management Control, and as required the FDOT, for their respective portions of <br /> interest to this project. <br /> This effort/fee will be contained under the Lump Sum Components of Roadway Design, in "Section V— <br /> Compensation." <br /> N. Maintenance of Traffic(MOT)Plans <br /> MOT plans are required for the revised project conditions. The existing MOT plans will be <br /> revised to reflect the NEW western termini and the proposed patterns of traffic control,which will <br /> be required to address the 4-lane to 2-lane transition, and its impacts, immediately at the <br /> intersection of 55`h Avenue. <br /> 177 <br />
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