My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Otak, Inc 8/15/2016
>
Contracts
>
6 Years Then Destroy
>
2018
>
Otak, Inc 8/15/2016
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/23/2016 11:35:52 AM
Creation date
8/23/2016 11:35:35 AM
Metadata
Fields
Template:
Contracts
Contractor's Name
Otak, Inc
Approval Date
8/15/2016
Council Approval Date
8/3/2016
End Date
12/31/2018
Department
Public Works
Department Project Manager
Halley Kimball
Subject / Project Title
Dike Repair Design Diking District No. 5
Tracking Number
0000245
Total Compensation
$240,000.00
Contract Type
Agreement
Contract Subtype
Professional Services
Retention Period
6 Years Then Destroy
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
39
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
Exhibit A <br /> Continued <br /> 3.3 Phase 1 Subsurface Investigation <br /> The Otak team will perform supplemental field explorations along the dike alignment. Six(6) <br /> boreholes will be drilled along the dike at 1,000-foot intervals. The boreholes will be drilled through <br /> the centerline of the dike using a track-mounted drill rig.Five (5) of these borings will use a mud- <br /> rotary drilling technique,and the remaining boring will be performed using hollow-stem auger <br /> operated by the rig used for the mud rotary drilling. Soil samples will be collected at 2.5-foot <br /> intervals to a depth below ground surface (bgs) of 15 feet,then at 5-foot intervals to the bottom of <br /> the boring. Borehole depths will be to 50 feet bgs in 5 of the locations and to 80 feet bgs in the <br /> remaining location. Samples will be obtained with Standard Penetration Tests (SPTs),and with an <br /> occasional Shelby tube for undisturbed samples.All boreholes will be backfilled with cement- <br /> bentonite grout. The boring locations will be identified and marked during drilling for field survey <br /> by the Otak team. <br /> In the hollow-stem auger hole,a falling-head permeability test will be performed in the embankment <br /> and foundation soils. <br /> The soil samples collected from the borings will be brought to Comforth's laboratory for geologic <br /> interpretation and testing.A geologist will review each sample and prepare a log for each boring. <br /> 3.4 Phase 1 Laboratory Testing <br /> The City will contract with an independent laboratory to complete the testing of samples obtained <br /> by Cornforth collected during the subsurface investigations. Cornforth will coordinate with the soils <br /> laboratory to perform basic geotechnical index tests on samples,including: <br /> • Water content tests for most samples (up to 80 tests) <br /> • Minimum 1 grain-size and 1 fines content(%passing#200 sieve) for each boring,plus other <br /> selected samples of interest(up to 6 tests) <br /> • 2 Atterberg Limits for each boring(12 tests) <br /> • 1 Organic Content of a sample selected from each boring(6 tests) <br /> Assumptions <br /> • The City will provide a boat for the site reconnaissance. <br /> • The City will obtain all permission and access to drill the borings. <br /> • The Otak team will call the Underground Utilities Location Center(UULC) and private utility <br /> locator to locate underground utilities prior to drilling the borings.The fee is assumed to be <br /> $1,000 for a private utility locator. <br /> • The City will coordinate and obtain drilling permits (including the shoreline exemption for <br /> exploratory drilling) and will notify the Otak team about permit conditions. <br /> • The City will contract with an independent soils laboratory to complete the geotechnical testing. <br /> DD5 Dike Repairs and Improvements Project 6 <br /> otak <br /> K:\project\32700\32758\Contract\Scope for Phase 1—DD5 dike repairs final 7-22.docx <br />
The URL can be used to link to this page
Your browser does not support the video tag.