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r <br />BONESTROO AND ASSOCIATES ^612 6361311 02/12/98 12:59 0 :02/0A NO:957 <br />: I <br />if I Bonestroo <br />Rosene <br />Andertik & <br />Associates <br />Engineers & Architects <br />••ij /i'f'xr fu- i .if • f»i, •. »•» •!••• fi / »•, <br />* .•*! •! I j ^ .I < ••• t*t • . f. . i.» I I • II . . I . • ii.« • I • <br />(Cl* h.ii.1 f Tii» iir*i r f • »*?» (»i I !•* I. -t I ’I • f* I♦ I *,i r I »i II• f •? *'► • I. »• j t, I •• I f*• <br />vV f i.'.r ni r» \i * vT V ! f»* t • f* » % • r*iiH •••»5 <br />4»*«!• i.ir** V/1/'*//»,»;* N•^A »i I 'v i.t'ift.t.l 1*1 • •% • ■ » | • * i% ’**• I i • <br />1*1.'n Mtf VI.' TL • D.i% III O I \nii • f» • • i .\ • M,« • A »lii*»i.»' *• • <br />V»rr..n/» I PI • Vii K I .-Iff rf • •.-. f.. •». M fl f ..,i| i*i • <br />•*».*fii ^ M a Ht I s • Ti. L« 'I f .»MI»»' <br />*.• *.|» f U iru.ii .»iij ji t. Iciivl ’■ *A ' <br />Fcbiiuiry 12. 1998 <br />Mr. Michael P. Gaffron <br />St'nior Planning Coorilinalor <br />City of Orono <br />Po>t Office Box 66 <br />Cry.stiil Bay. MN 55.123 <br />Re: Andersen Subdivision <br />File No. 139-2.M1 <br />Dear .Mike: <br />We have reviewed the preliniinury plat for the propo.sed .seven lot Andersen subdivision. The site <br />is located west of Old Crystal Bay Ro.td South (C.R. 84) in the northwest quarter of .Section 0. We <br />have the following comments in regards to engineering matters <br />1. Access: The sight dtstance.s at this l(x:aiion appear to be adequate. A rock constmetion entrance <br />to the site should be installed and maintained throughout the construction period until the Class <br />5 is in place. The proposed access onto County Ro.id 84 should be reviewed by Hennepin <br />County. <br />Streets: The proposed .street design meets City requircincnis for street width and cul-de-sac <br />length for a private road serving 7 or more units. Tlie propo.sed 125 fool horizontal curve across <br />Oiiiloi A should be a minimum of 275 feet to meet a 30 mph design speed as set forth hy City <br />code. Geotechnical recommeiulations should lx: submitted to verify the proposed typical street <br />section. Final plans and specifications, including street and storm sewer dc.sign and profilc.s, <br />should be submitted to the City prior to construction. .Street and utility record plans should be <br />provided to the City after project completion. <br />3. Grnding: The grading plan appe.iis accept.ihle. Fxisting driveway remoxal and excavation for <br />the street will result in ciosmn concerns during construction Additional ertrsion contiol <br />measures should be installed along Conniy Road 84 prior to construction and remain in place <br />until the street has been pa-»*tl and vegetation is e.slabli.shed Home and septic system <br />construction will require additional erosion control measures <br />4. Drainage: In accordance with the draft version ot the City’s Comprehensive Storm W'ater <br />Management Plan (SWMP). 've recommend that a storm water tiualiiy pond to treat mnoff prior <br />to discharging into tlic lake be constructed on site. A drainage area map and drainage <br />culculations .should be provided with the final plan .set Plans should be submiued to the <br />Minnehaha Creek Waler.shed District and Henneptn County for their review. <br />5. Iva.sement.s: niusciiienis shown appear to be acceplahle. Drain.ige easeniL*nis should be piovided <br />across all wetland, drainage way and pond areas._____________________________________ <br />2335 VX/e$t Highway 36 • 5t. P^^ul, MN SS113 • 612-636-4600 • Fax: 612-636*1311 <br />J