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2022-215-E-Planning-Wolverine Pump and Utility-Historic Rogers Road Area -LMI Sewer Connection Initiative Sewer Lateral connection services agreement for 1898 Priscilla Lane
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2022-215-E-Planning-Wolverine Pump and Utility-Historic Rogers Road Area -LMI Sewer Connection Initiative Sewer Lateral connection services agreement for 1898 Priscilla Lane
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Last modified
6/9/2022 8:15:09 AM
Creation date
6/9/2022 8:13:28 AM
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Contract
Date
5/23/2022
Contract Starting Date
5/23/2022
Contract Ending Date
6/8/2022
Contract Document Type
Contract
Amount
$7,005.00
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DocuSign Envelope ID:4D7650A1-DEC F-4F10-A64A-44A2E32E000A <br /> Table 1: General Schedule <br /> Event Responsibility Date and Time <br /> Bid Advertisement Orange County April 27, 2022 (Wed.) <br /> Mandatory Site Visit#1, 1898 Priscilla Lane Provider May 4, 2022 (Wed.) - 10am <br /> Mandatory Site Visit#2, 1898 Priscilla Lane Provider May 5, 2022 (Thur.)- 3pm <br /> Written Questions from Site Visit Attendees Provider May 6, 2022 (Fri.) - 5:00 p.m. <br /> Responses to Attendees' Questions Orange County May 10, 2022 (Tues.)-5:00 p.m. <br /> Submit Bids Provider May 12, 2022 (Thur.)-5:00 p.m. <br /> Contract Award Orange County TBD <br /> IV. Scope of Work: <br /> This project consists of providing and installing a single private sewer service lateral in <br /> accordance with OWASA specifications and all applicable Town building and plumbing <br /> codes. The work also includes a mandatory preliminary site investigation (to be conducted <br /> prior to submittal of your bid) and post-construction site restoration to pre-construction <br /> conditions (e.g. restoration of gravel or pavement sidewalks/driveways (if needed), re- <br /> grading, raking, seeding/re-sodding, etc.). Based on available record drawings, the existing <br /> sewer service stub-outs to which the private sewer service laterals will be connected range <br /> from approximately 4-ft deep to approximately 16-ft deep. <br /> Sewer Service Lateral Connections: <br /> • Provider shall apply for and secure all applicable plumbing and/or code-specific <br /> permits from the Town of Chapel Hill or the Town of Carrboro Permits and Inspections <br /> Divisions, depending on the jurisdictional area in which the work is being performed, <br /> prior to starting work. <br /> • Provider shall provide any traffic control or other safety measures according to the <br /> most current NCDOT, OSHA or other safety requirements related to the work being <br /> performed. <br /> • Excavate to existing ductile iron mechanical joint plug located at existing sewer <br /> service stub-out near property line. <br /> • Install 4-inch sewer service lateral with all fittings and appurtenances (Schedule 40 <br /> PVC pipe or ductile iron pipe, depending on site conditions) to connect existing <br /> dwelling's wastewater discharge system to existing sewer service stub-out near <br /> property line. <br /> • Cap existing wastewater line to septic tank. <br /> • Provider shall coordinate final inspections and secure final certifications from the <br /> Town of Chapel Hill or the Town of Carrboro Permits and Inspections Divisions, <br /> depending on the jurisdictional area in which the work is being performed. <br /> Page 6 of 9 <br />
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