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2022-169
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Last modified
10/6/2022 11:04:10 AM
Creation date
10/6/2022 11:02:07 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Work Order
Approved Date
09/13/2022
Control Number
2022-169
Agenda Item Number
8.AB.
Entity Name
Kimley-Horn and Associates, Inc
Subject
Work Order No. 54, for 90th Avenue and Oslo Road Corridor Improvements
Project Number
IRC-2214
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Work Order No. 54 <br />901h Avenue & Oslo Road <br />Corridor Improvements <br />5J-17, Florida Administrative Codes, pursuant to current Section 472.027, Florida Statutes, per <br />5J-17.050 through 5J-17.052. The survey will include: <br />The survey will include: <br />1. Establishment of a project wide Horizontal Control Network within the PROJECT LIMITS. <br />A Design Survey Baseline will be established and monumented. A minimum of six <br />Design Survey Baseline monuments will be installed. <br />2. Establishment of a project wide Vertical Control Network within the PROJECT LIMITS. All <br />elevations will be referenced to NAVD 1988 datum. <br />The limits of the topographic design survey are as follows: <br />901h Avenue - between 13th Street SW and Oslo Road, approximately 3,000 linear <br />feet. Topographic survey shall extend no less than 20 feet beyond the <br />right-of-way. <br />Oslo Road - between 90th Avenue and western terminus of the FDOT Oslo Road <br />improvements, approximately 1,600 linear feet. Topographic survey shall <br />extend no less than 20 feet beyond the right-of-way. <br />B. Geotechnical Investigation: <br />The Consultant will retain the services of a Geotechnical sub -consultant to assist in <br />evaluating the existing soil and roadway pavement conditions. The Geotechnical sub - <br />consultant will provide the following Geotechnical Services: <br />1. Field Exploration Program <br />• Six (6) piezometers and monitoring for 90 -days following installation <br />• Six (6) soil permeability tests <br />• Ten (10) 6 -feet deep hand augers <br />• Five (5) 10 -feet deep hand augers <br />2. Engineering Analysis and Report <br />Page 2 of 8 <br />
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