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2005-184
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2005-184
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Last modified
7/20/2016 12:31:37 PM
Creation date
9/30/2015 8:48:29 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Agreement
Approved Date
05/24/2005
Control Number
2005-184
Agenda Item Number
11.I.4
Entity Name
Kimley-Horn and Associates, Inc.
Subject
Services for Improvements to Oslo Road
Area
Oslo Road widening between 43rd and 27th. Avenue
Supplemental fields
SmeadsoftID
4963
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• Provide boring profile reports. <br /> • Recommendations for additional study, if appropriate <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 <br /> boring plan for incorporation into the roadway plan package . <br /> D . Roadway Plans <br /> Roadway plans shall be prepared to include : plotting of survey data; establishment of <br /> profile grades ; key map ; plan and profile sheets (including geometric calculations) ; typical <br /> section sheets; summary of quantities; summary of drainage structures ; cross-section <br /> sheets at 100 ' intervals (including earthwork computations) ; signing and pavement <br /> marking plans; and other detail sheets necessary to convey the intent of the scope of <br /> services outlined herein . All plans shall be prepared in the English units. <br /> The following additional data shall be utilized for development of the plans . <br /> 1 . Typical Sections : <br /> The ENGINEER will prepare typical sections for review and approval . <br /> Preliminary typicals depicting the design section shall be submitted prior to <br /> preparation of roadway plans . <br /> 2 . The Design Speeds utilized for the various roadway segments are the following: <br /> Oslo Road - 50 mph 27"' Avenue - 50 mph <br /> 3 . Scale : <br /> The roadway plan and profile sheets will be drawn at a scale of 1 " = 40' for each <br /> project location . <br /> 4 . Pavement Design : <br /> The ENGINEER shall submit roadway pavement designs . Relevant traffic count <br /> data, will be made available to the ENGINEER by the COUNTY . The <br /> Geotechnical Engineer will provide recommended LBR and soil survey data to the <br /> ENGINEER. <br /> 5 . An urban roadway section will be utilized for roadway improvements on Oslo <br /> Road. <br /> 6 . The Roadway plans will be submitted to the COUNTY for review at the 30% , <br /> 60%, 90% and 100% stages of design . Permit application submittals will be made <br /> subsequent to the 90% plan set submittal approval by the COUNTY. <br /> E . Drainage Plans <br /> 1 . Drainage Parameters : <br /> Perform drainage investigations and analysis necessary to prepare a design which <br /> will drain the project in accordance with the COUNTY, SJRWMD and MFWCD <br /> design criteria. <br /> 6 <br />
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