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07-24-23-R
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07-24-23-R
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7/24/2023 6:10:07 PM
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Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS <br />2024 PMP Street & Utility Improvements ǀ 0T1.130168 Page 5 <br />x James Avenue from Indian Oaks Trail to Colleen Avenue <br />x Colleen Avenue from McClung Drive to Hamline Avenue North <br />x Royal Hills Drive from Snelling Avenue North to Arden View Drive <br />x Keithson Drive from County State Aid Highway (CSAH) 96 West to 800 feet south <br />of CSAH 96 West <br />Based on the observed weathering and deterioration found in the pavement cores, a 2-inch <br />mill and overlay is proposed for the following streets: <br />x Royal Lane from Norma Avenue to Floral Drive West <br />x Briarknoll Circle <br />x Briarknoll Drive from Snelling Avenue North to Norma Avenue (west) <br />x McClung Drive from Snelling Avenue North to Colleen Avenue <br />x Colleen Circle <br />x Arden Vista Court <br />In addition to the street improvements identified above, a new parking area will be installed <br />along the east side of Royal Lane adjacent to Floral Park, just north of Floral Drive West. The <br />curb will be pushed out to the east to accommodate five parallel parking spaces along the <br />park. Signing in the area will be adjusted to make clear where parking is and is not allowed. <br />See Figure 1 in Appendix A for proposed project layout identifying the limits of each <br />rehabilitation method. <br />Sanitary Sewer <br />Based on the existing sewer pipe age, material type, and televising results, the existing <br />sanitary sewer was found to be in generally good condition. There are a few select defects <br />that are proposed to be rehabilitated as part of the project by means of Cured In Place Pipe <br />(CIPP) sewer lining, sewer pipe grouting, wye replacement, joint sealing, and cementitious <br />manhole lining. Most of the proposed sanitary rehabilitation methods are trenchless which <br />will not disturb the above ground infrastructure as all access to the sewer is through existing <br />manholes along the pipe and all services or laterals will be reopened robotically from within <br />the pipe. <br />All sanitary sewer manhole castings within the project areas will be replaced and installed to <br />final grade to provide a smooth/drivable street surface in conjunction with the street <br />resurfacing portion of the project. This work will also include the replacement of all concrete <br />adjustment rings and the installation of a chimney seal for each applicable manhole structure <br />to reduce inflow of storm water into the sanitary sewer system. No work on structures outside <br />of the street pavement is proposed. <br />See Figures 2 and 3 in Appendix A for the proposed utility improvements. <br />Watermain <br />Based on the existing watermain pipe age and size, the existing watermain was found to be in <br />generally good condition. Proposed watermain improvements include the full replacement of <br />the undersized 6-inch diameter watermain along James Avenue with a new 8-inch diameter <br />DIP watermain to connect to the existing 8-inch diameter watermains surrounding James <br />Avenue and specifically provide for better flows to Indian Oaks Court. All hydrants, valves, <br />and fittings will also be replaced within James Avenue. All water service lines on James <br />Avenue are proposed for replacement from the new watermain to the property line with new
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