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Premier Field Development, Inc. 5/9/2016
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Premier Field Development, Inc. 5/9/2016
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Last modified
6/11/2018 10:24:10 AM
Creation date
5/20/2016 11:54:10 AM
Metadata
Fields
Template:
Contracts
Contractor's Name
Premier Field Development, Inc.
Approval Date
5/9/2016
Council Approval Date
4/4/2016
Department
Parks
Department Project Manager
Russell Dance
Subject / Project Title
Kasch Park Soccer Fields Synthetic Turf Ph 2
Tracking Number
0000051
Total Compensation
$2,860,100.00
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
Premier Field Development 12/27/2016 Change Order 2
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
Premier Field Development 12/28/2016 Change Order 2
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
Premier Field Development 5/30/2018 Change Order 3
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
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-7- <br /> These units are used in the following text and on the exploration logs <br /> to simplify descriptions of subsurface conditions. Generalized subsur- <br /> face conditions are presented below; more detailed descriptions are <br /> presented on the exploration logs. <br /> Walter E. Hall Park <br /> At Hall Park, the uppermost soil unit encountered in eight of the explo- <br /> rations consisted of topsoil and rootmat or forest duff. This unit <br /> ranged from 0.3 to 1 .0 feet thick, and had an average thickness of about <br /> 0.5 feet. Due to its high organic content, this material is not con- <br /> sidered suitable to remain in place where it would support new fill , <br /> structures, or pavement. <br /> • <br /> In 11 of the 14 explorations, the underlying unit consisted of fill that <br /> ranged from about 2-1/2 to 9 feet deep. Fills generally appeared to be <br /> uncontrolled and uncompacted, and included till , topsoil , natural organ- <br /> ic debris, and asphalt. Test pits TP-102 and TP-113 were intended to be <br /> located in the areas of the filled-in ponds (as estimated by City per- <br /> sonnel ) , and therefore fill was expected. Similarly, TP-112 was located <br /> on a man-made knoll , and fill was expected. At other locations, fill <br /> was not expected, and its origin is not known. The relatively large <br /> depths of fill are significant in that the fill often contained organic <br /> materials that can be expected to decay with time, and the fill appeared <br /> not to be compacted. Either of these conditions could be expected to <br /> result in future settlement. <br /> Below the fill , native soils typically were till in various stages of <br /> weathering, or alluvium. These soils are considered suitable to remain <br /> in place; however, where these soils are exposed and found to be in a <br /> loose condition, recompaction in place is recommended. <br /> It is noted that although no boulders were encountered in our explora- <br /> tions, glacial till can contain large boulders or "glacial erratics" . <br /> Several of these boulders were observed at the fill stockpile at Kasch <br /> Park. <br />
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