Browse
Search
2018-053-E AMS - HM Kern Passmore Addition
OrangeCountyNC
>
Board of County Commissioners
>
Contracts and Agreements
>
General Contracts and Agreements
>
2010's
>
2018
>
2018-053-E AMS - HM Kern Passmore Addition
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/23/2019 4:16:44 PM
Creation date
2/26/2018 10:49:57 AM
Metadata
Fields
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
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
630
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
DocuSign Envelope ID: 313DA256 -1EDE- 4396- A716- 4C53B809027E <br />JERRY M. PASSMORE CENTER ADDITION AND RENOVATION <br />HILLSBOROUGH, NORTH CAROLINA <br />3.18 FIELD QUALITY CONTROL <br />A. Special Inspections: Owner will engage a qualified special inspector to perform the following <br />special inspections: <br />1. Determine prior to placement of fill that site has been prepared in compliance with <br />requirements. <br />2. Determine that fill material and maximum lift thickness comply with requirements. <br />3. Determine, at the required frequency, that in -place density of compacted fill complies <br />with requirements. <br />B. Testing Agency: Owner will engage a qualified geotechnical engineering testing agency to <br />perform tests and inspections. <br />C. Allow testing agency to inspect and test subgrades and each fill or backfill layer. Proceed with <br />subsequent earth moving only after test results for previously completed work comply with <br />requirements. <br />D. Footing Subgrade: At footing subgrades, at least one test of each soil stratum will be performed <br />to verify design bearing capacities. Subsequent verification and approval of other footing <br />subgrades may be based on a visual comparison of subgrade with tested subgrade when <br />approved by Architect. <br />E. Testing agency will test compaction of soils in place according to ASTM D 1556, <br />ASTM D 2167, ASTM D 2922, and ASTM D 2937, as applicable. Tests will be performed at <br />the following locations and frequencies: <br />1. Paved and Building Slab Areas: At subgrade and at each compacted fill and backfill <br />layer, at least one test for every 2000 sq. ft. (186 sq. m) or less of paved area or building <br />slab, but in no case fewer than three tests. <br />2. Foundation Wall Backfill: At each compacted backfill layer, at least one test for every <br />100 feet (30 m) or less of wall length, but no fewer than two tests. <br />3. Trench Backfill: At each compacted initial and final backfill layer, at least one test for <br />every 150 feet (46 m) or less of trench length, but no fewer than two tests. <br />F. When testing agency reports that subgrades, fills, or backfills have not achieved degree of <br />compaction specified, scarify and moisten or aerate, or remove and replace soil materials to <br />depth required; recompact and retest until specified compaction is obtained. <br />3.19 PROTECTION <br />A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep <br />free of trash and debris. <br />B. Repair and reestablish grades to specified tolerances where completed or partially completed <br />surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent <br />construction operations or weather conditions. <br />EARTH MOVING (UNCLASSIFIED) 312000-9 <br />
The URL can be used to link to this page
Your browser does not support the video tag.