Agenda - Council - 04/13/1993 - Laserfiche WebLink

Home

INTRODUCTION On February 23, 1993 Ramsey City Council approved the preliminary plat for River's Bend 3rd Addition. The developers have petitioned to have the first phase of that subdivision installed as a public improvement and this feasibility study was ordered by the City Council on March 9, 1993. The purpose of this feasibility study is to identify those improvements which will be undertaken as Project ~)3-10, and to identify the cost associated therewith. This report will also address the distribution of those costs among various funding sources and provide an estimate of the assessments to be levied on the benefitted properties. This project is located within the Southern Half of Section 25, Township 32 North, Range 25 West, City of Ramsey, Anoka County, Minnesota. The project area is illustrated in Figure A. PROPOSED IMPROVEMENT Sanitary Sewer At the present time, an interceptor sanitary sewer runs east/west across the property and an eight inch lateral sewer is in place for a distance of approximately 420 feet south of the interceptor. No service laterals have been stubbed off the existing sanitary sewer. It will be necessary to tap the existing eight inch lateral sewer main and provide service stubs to the property tine for the six residential lots on the east side of Xkimo Street N.W. and the three commercial lots on the west side of Xkimo Street N.W. A ten inch sanitary sewer will be extended as a part of this project northward along Xkimo Street N.W. beyond the paved intersection of 143rd Avenue N.W. and Xkimo Street N.W. An eight inch sanitary sewer main with four inch service taps for 11 residential lots will be extended down ]43rd Avenue N.W. east of Xkimo Street N.W. The proposed sanitary sewer improvements are illustrated in Figure B. Watermain A watermain is presently available to the project site at the intersection of 142nd Avenue N.W. and Xkimo Street N.W. Water service will be extended to the project by a 12 inch main running northward up Xkimo Street N.W. and terminated at a point beyond the paved intersection of 143rd Avenue N.W. A six inch watermain will service 143rd Avenue N.W. east of Xkimo Street N.W. One inch copper water services will be stubbed out for all 17 residential lots. Six inch water mains will be extended to the west side of Xkimo Street N.W. at two locations. These six inch watermains will facilitate hydrants at two locations on the west side of Xkimo Street N.W. and will also provide an opportunity for future commercial lots on the west side of Xkimo Street N.W. to obtain water service without disturbing the street improvements within Xkimo Street N.W. The proposed watermain improvements are illustrated in Figure C. Storm Sewer The project area is presently served by a 42 inch storm sewer located along the northern side of 142nd Avenue N.W. It is proposed that a 30 inch storm sewer be extended to serve the intersection of 143rd Avenue N.W. and Xkimo Street N.W. Additional inlets for storm water will be placed between 143rd and 142nd Avenues N.W. A 30 inch storm sewer will be an adequate size to service future storm run-off from the preliminary plat for a distance of approximately 600 feet north of the intersection of 143rd Avenue N.W. The northernmost residential cul-de-sac containing residential properties and the area adjacent to it and Trunk Highway #47 will be drained northward into the adjacent wetland. The proposed storm sewer improvements are illustrated in Figure D.