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<br />- <br />- <br />...... <br />.. <br />,- along Stowe Avenue between New Brighton Road and Cleveland Avenue; <br />, however, stonn sewer facilities were completed along Stowe Avenue east of New <br /> Brighton Road with the 1995 Street Improvement Project to be extended west <br /> along Stowe A venue in the future. <br />, Stowe Avenue is proposed to be reconstructed as a 32-foot wide bitwninous street <br /> with B618 concrete curb and gutter. The proposed street section is shown on <br />II Exhibit 5. Proposed stonn sewer improvements consist of extending 15-inch RCP <br /> stonn sewer from east of New Brighton Road west approximately 900 feet along <br /> Stowe Avenue. <br />" Rdiewater Avenue <br />II Edgewater Avenue from New Brighton Road to 310 feet west of Prior Avenue is <br /> proposed for reconstruction. This portion of Edgewater A venue received a PCI <br /> rating of 57 in 1995. Stonn sewer is not present along this portion of Edgewater <br />-- Avenue with the street draining west towards the cul-de-sac to a stonn sewer <br /> system located along the more recently constructed portion ofEdgewater Avenue. <br />~. The proposed reconstruction of this portion of Edgewater A venue consists of <br /> reconstructing a 32-foot wide bitwninous street with 8618 concrete curb and <br /> gutter as shown on Exhibit 5. Approximately 1,300 linear feet of 12-inch to 21- <br /> inch stonn sewer is proposed to be extended east from the existing stonn sewer to <br />'I facilitate drainage of the street <br />- The streets identified for bitwninous overlaying are streets that received PCI ratings of 61 to 80 <br />- <br />.. in 1995. These streets typically display moderate levels of distress in the forms of longitudinal, <br /> transverse, and block cracking. The bitwninous overlay procedure consists of edge milling the <br />-- streets, crack sealing, and placement of a 1 Yo-inch bitwninous overlay. This operation improves <br />-- the structural integrity of the road surface but does not provide for improved drainage patterns <br />- along the streets. <br />-- V. OTHER ISSUES <br />- <br /> A. Permits <br />-- <br />- Several permits will be required as part of the proposed construction. The permits <br /> required and the regulatory agencies are listed below: <br />-- <br />- Permit Construction Activity Requirement <br />.' Minnesota Pollution Control Agency (MPCA) Grading and Stonn Sewer <br />- <br />.. Rice Creek Watershed District Stonn Sewer <br /> Minnesota Department of Transportation (MnDOT) Street <br />-- Ramsey County Street <br />- FEAS.8Q().870 11 800870j-0030 <br />