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HARRIS & ASSOCIATES 2 - 2006
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HARRIS & ASSOCIATES 2 - 2006
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Last modified
4/17/2020 11:28:56 AM
Creation date
8/15/2006 11:15:21 AM
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Contracts
Company Name
HARRIS & ASSOCIATES
Contract #
A-2006-192
Agency
PUBLIC WORKS
Council Approval Date
7/17/2006
Insurance Exp Date
8/1/2009
Destruction Year
0
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<br />~ <br /> <br />,(~euCltlon 1st ... <br />y" ........"'V <br /> <br /> <br />~<.'~'~ <br /> <br />'.~ Geotechnical I <br />Elemenfs <br /> <br />Harris' geotechnical Consulting <br />will perform aU of the required investigation <br />elements, which will primarily consist of rhe following: <br /> <br />. 1 I Cores approximately 50' deep <br /> <br />. Relevant soil parameters as required for the design of 8' <br />high sound walls, miscellaneous retaining walls, concrete <br />construction, grading operations and replacement <br />pavement structural sections <br /> <br />. Detailed report summarizing the findings and <br />recommendations, including boring logs and boring <br />location map <br /> <br />Civil Design Elements <br /> <br />Harris & Associates will perform all of rhe civil design <br />elements in house, which will primarily consisr of the following: <br /> <br />. Roadway widening design (seven plan & profile sheets at <br />1" = 20' scale, see Photos 2 & 5) <br /> <br />. Roadway AC pavement rehabilitation design (this is a <br />Harris design specialty and will be shown on widening <br />plan & profile sheers, see cracking AC pavement in <br />Photo 1) <br /> <br />. Raised median hardscape design (shown on widening <br />plan & profile sheets, see Photo 2) <br /> <br />. Roadway design CfOSS sections and typical sections (to <br />be surveyed ar 50' minimum intervals) <br /> <br />. Storm drain catch basin and lateral pipe design <br />(anticipated at minimum of 9 locations and as required <br />for the proposed cul-de-sacs) Note: Harris & Associares <br />already prepared rhe design 54" RCP main line storm <br />drain in Bristol Street within the proposed project reach <br />(see Exhibit 2), including all of the back up hydrology <br />and hydraulics calculations (see Exhibit 3), so rhere will <br />be zero start up time required to complete the required <br />storm drain lateral design. <br /> <br />. Cul-de-sac design (separate plan view detail sheets at <br />eight locations, namely, Highland Srreer, Richland <br />Avenue - west, Raymar Street - east & west, Camile <br />street, Chestnut Avenue and Pine Street - east & west, <br />see Photo 3) <br /> <br /> <br />Photo S - Ultimate Widening Already Complete: A 450' <br />long reach on the east ,ide of Bristol Str"~ north of Cubbon <br />Str"~ is already built out to ultimate. This will streamline the <br />"nstruction efforll along this commercial property frontage <br />and help to minimize impacts during construction. <br /> <br />=' <br /> <br /> <br />Photo 6 - OaA Bus Stops: We will coordinate early with <br />OCTA to confirm their preferred locations and sizes for new <br />recessed bus bays. This will help to maintain uninterrupted <br />traffic flow in the number J lane. Also note the adjacent <br />business (food market) for which continuous access will <br />he maintained as part of the project requiremenll for the <br />construction contractor. <br /> <br />== , Harris & Associates. <br /> <br />Bristol Corridor Widening - Phase I <br />Page-4- <br />
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