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2018-053-E AMS - HM Kern Passmore Addition
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2018-053-E AMS - HM Kern Passmore Addition
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Last modified
7/23/2019 4:16:44 PM
Creation date
2/26/2018 10:49:57 AM
Metadata
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Template:
Contract
Date
1/23/2018
Contract Starting Date
1/23/2018
Contract Document Type
Agreement - Construction
Agenda Item
8-I
Amount
$494,820.00
Document Relationships
2019-180-E AMS - HM Kern Passmore Center landscaping contract amendment
(Message)
Path:
\Board of County Commissioners\Contracts and Agreements\General Contracts and Agreements\2010's\2019
2019-191-E AMS - HM Kern Corporation Passmore Center contract amendment
(Message)
Path:
\Board of County Commissioners\Contracts and Agreements\General Contracts and Agreements\2010's\2019
R 2018-053 AMS - HM Kern Passmore Expansion
(Attachment)
Path:
\Board of County Commissioners\Contracts and Agreements\Contract Routing Sheets\Routing Sheets\2018
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DocuSign Envelope ID: 313DA256 -1EDE- 4396- A716- 4C53B809027E <br />JERRY M. PASSMORE CENTER ADDITION AND RENOVATION <br />HILLSBOROUGH, NORTH CAROLINA <br />G. Fill: Soil materials used to raise existing grades. <br />H. Subbase Course: Aggregate layer placed between the subgrade and base course for hot -mix <br />asphalt pavement, or aggregate layer placed between the subgrade and a cement concrete <br />pavement or a cement concrete or hot -mix asphalt walk. <br />I. Subgrade: Uppermost surface of an excavation or the top surface of a fill or backfill <br />immediately below subbase, drainage fill, drainage course, or topsoil materials. <br />J. Utilities: On -site underground pipes, conduits, ducts, and cables, as well as underground <br />services within buildings. <br />1.4 SUBMITTALS <br />A. Product Data: For each type of the following manufactured products required: <br />1. Geotextiles. <br />B. Material Test Reports: For each on -site and borrow soil material proposed for fill and backfill <br />as follows: <br />1. Classification according to ASTM D 2487. <br />2. Laboratory compaction curve according to ASTM D 698. <br />C. Preexcavation Photographs or Videotape: Show existing conditions of adjoining construction <br />and site improvements, including finish surfaces, that might be misconstrued as damage caused <br />by earth moving operations. Submit before earth moving begins. <br />1.5 PROJECT CONDITIONS <br />A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied <br />or used facilities during earth moving operations. <br />1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities <br />without permission from Owner and authorities having jurisdiction. <br />2. Provide alternate routes around closed or obstructed traffic ways if required by Owner or <br />authorities having jurisdiction. <br />B. Utility Locator Service: Notify "One Call" for area where Project is located before beginning <br />earth moving operations. <br />C. Do not commence earth moving operations until temporary erosion- and sedimentation - control <br />measures, specified in Division 31 Section "Site Clearing," are in place. <br />D. The following practices are prohibited within protection zones: <br />1. Storage of construction materials, debris, or excavated material. <br />2. Parking vehicles or equipment. <br />3. Foot traffic. <br />EARTH MOVING (UNCLASSIFIED) 312000-2 <br />
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