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2003-267
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2003-267
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Entry Properties
Last modified
11/28/2016 11:33:16 AM
Creation date
9/30/2015 6:59:11 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Agreement
Approved Date
10/07/2003
Control Number
2003-267
Agenda Item Number
11.I.4
Entity Name
Carter Associates
Subject
Services Agreement 43rd. Ave.Improvements
Area
43rd. Ave. from 8th St. to bridge Main Relief Canal
Archived Roll/Disk#
3208
Supplemental fields
SmeadsoftID
3451
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by the Indian River County Board of County Commissioners . <br /> 8 . Compensation to the ENGINEER for basic services shall be in accordance with Section V <br /> of this Agreement, as mutually agreed upon by the ENGINEER and COUNTY. <br /> B . Specific Tasks <br /> Services to be provided by the ENGINEER are more specifically described as follows : <br /> 1 . Design Survey — ENGINEER will conduct a field survey for the purpose of updating the <br /> plans to reflect current conditions . The survey will include obtaining information on the <br /> Unity Church lake system, Grace Baptist Church lake system, Carolina Trace system, <br /> Mathis Site, FDOT outfall to IRFWCD Main Canal and other locations deemed necessary <br /> by ENGINEER for evaluation of the overall stormwater management system and for <br /> design of proposed improvements . The existing plan view(s), which show existing <br /> conditions in the background, will be updated. In addition, new survey base drawings will <br /> be prepared for land areas that will contain proposed new design features that were not <br /> included in the previously prepared drawings . ENGINEER will re-establish and set <br /> horizontal and vertical control points for use during construction and for as-built survey. <br /> 2 . Roadway Geometry Revisions — ENGINEER will revise the roadway layout and <br /> corresponding plans, cross-sections and details, to transition the pavement and/or striping <br /> to match the existing 43 `d Avenue roadway north of the S . R. 60 intersection with the <br /> transition extending beyond the bridge if deemed appropriate . The previous design and <br /> details for 43 `d Avenue improvements north of the SR60 intersection will be abandoned <br /> and removed from the construction drawings . The new project limits will end where the <br /> new transition matches the existing pavement. <br /> 3 . Driveway and Curb Cut Revisions — ENGINEER will revise the plan views of the <br /> plan/profile sheets to reflect changes in locations of driveways and curb cuts as directed <br /> by the COUNTY. <br /> 4 . Typical Sections Revisions — ENGINEER will revise the typical pavement sections to <br /> provide additional base thickness in lieu of subgrade stabilization. <br /> 5 . Yard Drain Layout Revisions — ENGINEER will revise the plan/profile sheets to reflect <br /> changes in locations of yard drains as directed by the COUNTY . The redesign shall also <br /> address yard drains susceptible to reverse flow during flood conditions . Inline check <br /> valves will be located in discharge pipes to prevent reverse flow from occurring. <br /> 5 <br />
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