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Zoning File #1862 <br />September 17, 1993 <br />Page 2 <br />il <br />Comp Plin Sections Dealing with Rural Private Roads, Exhibit M. Review of <br />subdivision application. <br />Total area =19+ acres (.89 acres wet) <br />Zoning District - RR-IB <br />Lot Slandards/Co'nfiguration. <br />The subd' vision proposes seven new lots and Lot 8 remains as the homestead parcel. The <br />surveyor has provided two options of development on the preliminary plan (Exhibit O). One <br />with an extensioii road to the west and one without. The hatched lines desigr»ate the future road <br />corridor and the realignment of the shared lot lines of Lots 7 and 8. All lots are show-n meeting <br />the minimum 2 acre dry buildable. Lots 5 and 6 adjacent to cul-de-sac area do not meet the <br />required 200 ’ at the 50 ’ setback line, h will be necessary to grant width variances. This would <br />be consistent when dealing with lots adjacent to cul-de-sac roadway. This would be the only <br />instance when the City grants lot width variances at the time of subdivision. If extension <br />corridor outlot is approved. Lot 6 would no longer need lot width variance. With the current <br />proposal, the cul-de-sac would not be a temporary cul-de-sac and will still be needed for access <br />to the three norhem lots. <br />Grading/Drainage. <br />Applicant and applicant’s consultants met with the City staff and the City Engineer prior <br />to filing the formal plat in order to diccuss the major drainage issues that must be addressed with <br />the subdivision review and the issue of a future extension road to the west. Review E.xhibit J, <br />there were no designated wetlands within the subdivision but ponding areas have been created <br />in the low arecs of the property as a major drainage way drains from the southwest to the <br />northeast through this property. The majority of surface runoff drains into the Daniel’s Long <br />Lake Heights Subdivision creating problems during wet seasons. There is a severe drainage <br />problem at the southeast comer where drainage runs into Lot 13 and ponds. There are no <br />drainage ditches along the north side of Watertown Road. <br />One of the issues raised during the sketch plan review was whether the enlarged drainage <br />and utility easement area alone the east side that would contain the extensive berming would be <br />credited aeainst dry buildable^area of each lot. During an earlier three lot subdivision review <br />of the property, the City had already approved the crediting of die area against the dr>' buildable. <br />The berm width extends any where from 25’-35’ along the east boundary expanding wherever <br />an attempt is made to save the trees along the east lot line. Review Exhibits H and O, Gustafson <br />notes that the drainage swale along the east propeny line must be lowered to control runoff. He <br />recommends extending the lO20f^ontour 50 ’ to the south and providing a 1021 elevation at the <br />southeavit property corner. This will allow for a .5% grade within the ditch and an attempt to <br />keep the ditch lower than Lots 12 and 13 in the Daniel’s Long Lake Heights Addition. He also