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1/1 Bonestroo <br />Rosene <br />And6rHk & <br />Associates <br />Engineers ft Architects <br />September 9, 1994 <br />BormCfoa torv Anjefl^ Jnd ihc i$ ^ AiwriFcu#^' OckX^nunitvi'Vi^c^ <br />Omj G aonwpoc ^ <br />ftnhr** VI' * <br />JeWh C P£ <br />M«irwi L kvw«4 <br />tw f%an5 f ^ <br />G^nr t C .x^ ^ <br />T*xm«s f Nc\^^ '‘C <br />ftOt>g*t G k*s.^?^ Pi <br />kAjn M rber«n C PA <br />•V^'^nr Ccv'iuftini <br />N cmr 3 a yrM Pf <br />i^^r* A Go^umn Pf <br />%*«€-» f Pf <br />ftx'hftia \ft Pogpr Pt <br />CVM O LomxA Pf <br />•ncie^ C A I A <br />je"> ♦ ftourrjon Pf <br />Mar* • Mjmcr> Pf <br />Mw^'jr ^ tauphjm PE <br />»d« Pf <br />Tnei *^ f Ar>dpnor a « a <br />OoTMd C Bu^a^ Pf <br />t’vxnas A kAio Pf <br />j ieer^oag p| <br />rsmae- Maninef P| <br />Mv hae4 P ftau Pf <br />A|nr^ M fiTAj A C P <br />Jl t^T'-WW' Pf <br />C P£ <br />jamps f Maiana Pf <br />,)pr*^ D Pf <br />% /r J Ar*^« Pf <br />P ArxSP'XV^ Pf <br />Mark « actfl Pi <br />U»« A Pf <br />Gary W Mnnpn Pf <br />Pa»-^ J Ganncrt A ^ A <br />Par*^ ; f.typ^.rr Pf <br />A Sc» k*' -xJL <br />Phap J c «kkp« Pf <br />Mark O wakrv Pf <br />AWp% 0 JprHfrs Pf <br />' PHAcJ G awPi Pf <br />ka»P^ L aip'^spr' Pf <br />Gary O ft-raom Pf <br />«p«k t upa Pf <br />Ockiguft J •mra Pf <br />O Gi.«Jhnn Pf <br />C«.Ao Ov^ Pf <br />Pau G Meuet Pf <br />John P GoAVr Pi <br />Chartn A fnekkors <br />IPO M P»Ae-%kv <br />M ' v'w’ <br />iar'Tps i i gr^ak* <br />Mr. Michael P. Gaffron, <br />Asst. Building and Zoning Administrator <br />City of Orono <br />Post Office Dox 66 <br />Crystal Bay. Minnesota 55323 <br />Re: K-P Properties <br />File No. 139-1967 <br />Dear Mike. <br />We have reviewed the preliminary plat and grading plan submitted by K-P Properties, Inc. lor <br />Bawiew Farms 2nd Addition. The property is loeated south ot Baysidc Road (County Road <br />No. 84) and cast of C.S.A.ll. No. 19 in the northwest quarter of Section 6. The propo.sed acce.ss <br />ItK-ation on Baysidc Road appear to be adequate, however. Hennepin County .should review the <br />plan.s. ITie platting of a future connection to the adjacent property to the south and west is <br />appropriate. The horiz.t^ntal street alignments are acceptable. Ihe vertical curves alignments <br />do not appear to meet a .30 MPH design speed as required by City Code, llie minimum <br />acceptable length for each of the three vertical curves are 160 ’. 110’ and 180 ’ respectively, <br />.starting at the north and moving south. A typical .section for the proposed street should be <br />submitted that shows a minimum paved width of 28 feet and a section of 8-inchcs of class 5, <br />100% crushed aggregate base and 3-inchcs of bituminous pavement. <br />'I hc grading plan seems to indicate that an urban section roadway is propc>sed. If that is the <br />case, a drainage plan should be submitted to address the runoff. If a rural section roadway is <br />pro|x)sed. the ditches should be at least 2-fcet below the edge of the roadway. <br />Tlic grading plan does not .show grading of the cul-dc-sac nor does it addre.ss drainage patterns <br />or erosion control. Silt fence should be installed along the wetland areas prior to construction. <br />Drainage easements should be shown on any wetland areas and along any proposed drainage <br />routes. Tlie plans should be submitted for review by the Minnehaha Creek Watershed District. <br />Plea.se contact me at this office if you have any question.s regarding this matter. <br />Yours very truly. <br />BONES! ROO, ROSENE, ANDERLIK & ASSOCIATES. INC. <br />JL <br />Sliawn D. Gustafson, P.E. <br />2335 West Hlohwav 36 • 5t. Ppu I. MN 551 !3 • 612-636-4600