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Agenda - 02-04-1985
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Agenda - 02-04-1985
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10/5/2016 11:48:43 AM
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BOCC
Date
2/4/1985
Meeting Type
Regular Meeting
Document Type
Agenda
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009 <br /> Mr. Kenneth R. Thompson <br /> January 15, 1985 <br /> Page 4 <br /> factors influencing the design have beenconsidered. Routing of <br /> propose gravi y s wers and force Mains would be reviewed to <br /> be economically served and that <br /> existing utility conflicts can be minimized. <br /> Since the need to provide sewer service to Efland Cheeks <br /> School dictates both the design and construction schedules , we <br /> believe that consideration should be given to a separate <br /> caris_trucion contractfors_e fapilitips <br /> service to the _school . The required facilities would include <br /> construction of Pump Station No. 1 and Pump Station No. 3 with a <br /> limited amount of gravity sewer serving each station and the <br /> force main along U.S. 70 connecting to the existing sanitary <br /> sewers in Hillsborough , North Carolina . By separating this <br /> portion of the work into separate construction contract , the <br /> County could be assured that design and construction could be <br /> completed well in advance of the December. 31 deadline . The <br /> remaining portion of the sewer improvements lend themselves to a <br /> separate construction contract that could proceed different <br /> pace without undue conflict and interference. tf).he County is <br /> o osed to. ttiq would d be ne-a-e-t-saryto require that construction of the <br /> sewer facilities required for service to the school be expedited <br /> _ <br /> to assure compliance with the December 31 deadline . This <br /> approach should still insure that service to the school , be <br /> provided by the deadline, but would have a lower margincbferror <br /> for unforeseen conditions during both design and construction. <br /> Regardless of the approach selected; the County will be <br /> given an opportunity to review and comment on the design report <br /> prior to proceeding with preparation of the final design. Hazen <br /> and Sawyer will review each recommendation of the preliminary <br /> design report with the County staff and make revisions as needed <br /> based on their input prior to commencing final design. <br /> During final design , Hazen and Sawyer will furnish the <br /> following services: <br /> 1. PiEflinl_iaa..merIL and Easement Surveys <br /> Plan and profile surveys of the pipeline alignments <br /> proposed in the preliminary design report will be <br /> conducted . Vertical and horizontal control will be / <br /> based on existing USGS and NCGS monuments available in 5,r— <br /> the vicinity of the project. <br /> • <br />
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