2017-00492 - ROW permit - Laserfiche WebLink

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14. SITE DRAINAGE 14.1 The CONTRACTOR shall be required to provide for drainage throughout the site during his construction operations. The CONTRACTOR shall leave the site at the end of each construction day in such condition that in the event of rain there will be no water ponded within the building pads and/or street areas of the site. 14.2 The CONTRACTOR shall be required to maintain the site in such a condition that no water ponds within the street area for a period of time exceeding 24 hours. In the event that water is ponding within the street areas for a period of time longer than 24 hours the CONTRACTOR shall be penalized a sum of $500.00 per day that water is ponding beyond the initial 24 hour period. This penalty shall be applied to each individual area of the site where ponding is evident. This money shall be deducted from monies due the CONTRACTOR for work previously completed and shall be used to offset extra costs incurred by the OWNER for street subgrade correction work due to soft subgrades. 15. SANITARY SEWER 15.1 All sanitary sewer shall be constructed in accordance with the City of Orono Standard Details. 15.2 The pipe used for Sanitary Sewer Mainlines and service lines deeper than 26 feet below finished centerline shall be ductile iron pipe, as specified in the Standard Sewer Construction Specifications. The pipe used for Sanitary Sewer Mainlines and service lines between 15 and 26 feet deep shall be polyvinyl chloride SDR 26. The pipe used for Sanitary Sewer Mainlines and services lines less than 15 feet deep shall be polyvinyl chloride SDR 35 as specified in the Standard Sewer Construction Specifications, unless otherwise noted on the Construction Plans. 15.3 The CONTRACTOR shall be paid at the Bid Price for Trench Stabilization Rock for the actual amount of rock used as ordered by the ENGINEER. The quantity listed in the Proposal is approximate; the ENGINEER may order the CONTRACTOR to use as little or as much rock as is required to complete the PROJECT. 15.4 The CONTRACTOR shall install the sewer services to ten (10) feet past the property line, with the tracer wire and fence post, as shown on the STANDARD DETAILS. 15.5 The CONTRACTOR shall be required to perform in accordance with the Standard Sewer Construction specifications the following tests: 1. Low Pressure Air Test 2. Deflection Test 3. Lamping of lines with City and Engineer present. 4. Television inspection of all lines. 15.6 The CONTRACTOR shall submit the original and one copy of the television inspection report to the ENGINEER. 15.7 Manhole Frames and Covers - Manhole frames and covers shall be Neenah R-1642-B with B type solid lid, or approved equal, unless otherwise noted on the Construction Plans or City of Orono Specifications. 16. WATERMAIN 16.1 All watermain shall be constructed in accordance with the City of Orono Engineering Guidelines and Standard Details. SP-6