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• • • <br />Bonestroo <br />Rosene <br />Anderlik & <br />Associates <br />Engineers & Architects <br />■ AprU5,1999 <br />• •* * ^ < <br />Eli2abeth VanZomeren <br />City Planner/Zoning Administrator <br />City of Orono <br />Post Office Box 66 <br />Crystal Bay, MN 55323 <br />Re: Peter Andrea Subdivision <br />File No. 139-2479 <br />Bonestroo. Rosene, Anderlik and Associates, Inc. Is an Affirmative Actlcn/Bqval Opportunity Employer <br />Prlncipalr. Otto G. Bonestroo. P.E. . Joteph C. Anderlik. FE. • Marvin L Sorvala. r»£. • <br />Richard t TUrncr, P.E. • Glenn R. Co; k. PS. • Robert G. Schunichc. PX • Jerry A. Bourdoa PX • <br />Robert W. Rosene. PX and Susan M. CberOa CAA.. Sertlor Consultants <br />Associate Principals: Hornard A. Sanford, P.S. • Keith A. Cordon, PX • Robert R. PUfferle. PX • <br />Richard W. Foster. PX • David O. Loikota. PX • Robert C Russek, AJ-A. • Mark A. Hsnson. PX • <br />Michael T. Rautmann, PX • Ted KXeld. PX • Kenneth P. Anderson. PX • Mark R. Rolfs, PE. • <br />Sidney P. Wllllamsoa PX LS. • Robert F. Kotsmiui • Agnes M. Ring • Michael P. Rau. PX • <br />Allan Rick Schmidt. PX <br />Offices: St. Paul. Rochester. Wlllmar and Sb OcuA MN • Milwaukee. Wl <br />Website: wwwJ5cnestroo.com <br />E <br />Dear Liz: * <br />We have reviewed the preliminary plat for the proposed seven-lot subdivision for the Peter <br />Andrea Company. The site is located west of Stubbs Bay Road North and south of TH 12 in the <br />north half of Section 32. We have the following comments in regards to engineering matters. <br />• __ <br />1. Access: The proposed access location off from Stubbs Bay Road appears acc^table. The <br />proposed roadway will need to have a minimum paved width of 28 feet to meet City <br />standard?, for a public or private street serving 7 or more units. The proposed cul-de-sac is <br />approximately 1100 feet long where City standards allow for a maximum cul-de-sac length of <br />1000 feet. The plans should be reviewed for any conflicts with the future realignment of <br />T.H. 12. The developer should be aware that the City will reconstruct Stubbs Bay Road this <br />summer and eliminate the at grade railroad crossing and the existing access at T.H. IZ There <br />Is a need for a future east west roadway between Stubbs Bay Road and Orcnard Park Road. <br />It makes sense at this time to make provisions for a future westerly extension of the proposed <br />roadway serving this property. City staff should research and further review possible <br />alignments for a future westerly roadway extension prior to preliminary plat approval. It may <br />make sense to dedicate 33 feet of right-of-way along some or all of the west boundary of the <br />parcel. Thirty-three feet of right-of-way currently exists west of the west property boundary. <br />Thirty-three fe<et of right-of-way also exists from the southwest comer of this parcel to <br />Orchard Park Road. Final plans should Include geotechnical recommendations and street <br />design including horizontal and vertical curve informaflon. <br />2. Grading: A grading and erosion control plan for the entire site should be submitted for <br />review. It appears that driveway and street construction will require some wetland filling. <br />Driveway locations should be shown and wetland impacts identified on the final plan set. <br />Erosion control measures should be in place prior to any grading, particularly along the <br />wetlands. Additional erosion control will be needed during construction of the houses and <br />septic systems. <br />3. Drainage: The draft version of the City’s’ Comprehensive Storm Water Management Plan <br />(SWMP) shows that the site lies within two major drainage districts. The northerly and <br />southerly portions of the site flow to the west ar.d lie within the Painters Creek drainage <br />district. Final plans should include water quality provisions for storm water leaving the <br />northerly ai.d southerly portions of the site. The central portion of the site flows easterly and <br />lies within the Lake Classen drainage district. The receiving water body for the Lake Classen <br />portion of the site Is a wetland identified as LC-C-32 in the SW'MP. The wefiand is located <br />2335 West Highway 36 ■ St. Paul, MN 55113 ■ 651-636*4600 ■ Fax: 651-636-1311