6.13. SR 11-21-2005 - Laserfiche WebLink

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I I I I I I I I I I I I I I I I I I I then the overall strength of the street section would be substandard to carry heavy commercial traffic. For this reason, this option was not given further consideration. Storm Sewer A review of the drainage patterns and pavement conditions reveals that some locations do not currently drain runoff away effectively and has contributed to the deterioration of the pavement. Replacement the bituminous curb with concrete curb and gutters and/or slight grade revisions would improve this situation. Sanitary Sewer No problems with the existing sanitary sewer have been noted. However, during the design phase the existing sanitary sewer will be televised to determine if any corrections are necessary. Watermain Watermain improvements were discussed with Mr. Bryan Adams, General Manager of Elk River Municipal Utilities (ERMU). There were no water improvements needed as part of this project. The only watermain improvement would be to relocate the existing hydrants be behind the proposed sidewalk. The estimated costs for the proposed street improvements are included in the Project Cost section of this report. VI. EASEMENTS AND PERMITS Right-of-Way and Easements The existing 50-foot wide right-of-way will be adequate to construct the street improvements outlined within this report. As street improvements will be designed to match existing conditions as closely as possible, there may a requirement for temporary construction easements in isolated cases. Permission would be secured from any property owners prior to such work being initiated. These requirements will be further defined during the design phase of this process. 4