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2005-380
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2005-380
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Last modified
8/15/2016 1:57:36 PM
Creation date
9/30/2015 9:26:47 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Agreement
Approved Date
11/15/2005
Control Number
2005-380
Agenda Item Number
11.I.1
Entity Name
Stanley Consultants, Inc.
Subject
Final Design and Plans Services
Area
CR 510 from CR 512 to east of 75th. Court
Supplemental fields
SmeadsoftID
5287
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C . Geotechnical Investigation <br /> Preliminary Geotechnical Report developed for the PD&E Study of the CR 510 will be <br /> reviewed, updated and utilized in the Project. Additional geotechnical services will include <br /> the following tasks : <br /> 1 . Review information from the Soil Survey of Indian River County, Florida, and any <br /> geotechnical data furnished by the COUNTY . The Geotechnical Subconsultant may <br /> rely upon information furnished by the COUNTY without independent review and <br /> verification . <br /> 2 . Additional borings will be obtained for proposed pond locations , in the vicinity of the <br /> proposed bridge structures and proposed mast-arm foundations to aid structural <br /> design . <br /> 3 . Additional borings , if needed, will be obtained by amendment to delineate any found <br /> muck/organic deposits . <br /> 4 . The updated Geotechnical Report will include : <br /> • Discussiun of site regional geologic or physiographic setting. <br /> • Discussion of general and specific subsurface conditions encountered by the <br /> exploration . <br /> • Discussion of any adverse soil conditions (such as muck, high plasticity <br /> clays , etc . ) encountered during the exploration . Include recommendations <br /> for remedial actions (removal , stabilization, etc . ) for any adverse conditions <br /> found. <br /> • Discussion of any petroleum or other hazardous contamination encountered <br /> by the borings . Identify and map locations of concern based on the <br /> reconnaissance . <br /> • Recommended LBR for pavement design (subsoil and subgrade) . <br /> • Recommendations for soil construction for roadway including base material , <br /> subgrade and embankment preparation and compaction . <br /> • Estimated hydraulic conductivity of soils encountered on left and right side <br /> of roadway based on typical relations between relative density, grain size , <br /> and soil type . <br /> • Boring profile reports . <br /> Deliverables shall consist of six (6) copies of the Geotechnical Report with soil boring records , test <br /> results , photographs and similar data, summary of testing program and recommendations ; soil boring <br /> plan for incorporation into the roadway plan package . <br /> D . Roadway Plans <br /> Page 6 of 16 <br /> CR 510 Design Agreement20051104.doc November 7 , 2005 <br />
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