Laserfiche WebLink
^ I Bonestroo <br />Rosene <br />Anderlik & <br />I Associates <br />Engineers & Architects <br />Otro G Bofvsmxi PE <br />PoDert W tosene. PE <br />Joseph C Anc^ertiL P£ <br />Marvin L Sorvaia PE <br />RcharO E Turner. PE <br />James c OJson. PE <br />G»enn R Cook, PE <br />Thomas E Ncjyes. PE <br />Rooert G Schurvcnt PE <br />Susan M Ebeftm. C PA <br />Keth A Gordon. PE. <br />Richard W Foster PE <br />Donald C BurgarCL PE <br />Jerry A BourtJon PE <br />Marit A r^anson. PE <br />Ted K PM PE <br />Michaei T Rauimann. PE <br />RtoOerr R Pfefflehe. PE <br />Oavd O Losiuxa. PE <br />Thomas W Pererscn, PE <br />Wicnaci C Lyncn, PE <br />Jamfi R MafarxJ. PE. <br />kernetn P .ArxJcrson, PE. <br />Martc R Rorfs. PE <br />RCOertC Russek. AiA <br />Thomas E Argus. PE <br />Ho\^afO A Santord. PE. <br />Daruei J Edgerxon, PE. <br />Mart A Setx PE <br />Phihp j CasweH. P£ <br />fSThaei Ma.'iire/. PE <br />.Mark O Wai/iV PE <br />Thomas R Anoersoa AJA <br />Gary F Ryiaoder PE. <br />Miles ft Jensen. PE. <br />L Phi!?ip Gravel PE. <br />Rene C Piumart. AiA. <br />Agnes M Rmg. A 1C P <br />Jerry 0 Pertzsch. PE <br />Cec.iKD O.'.v ef. PE <br />Chanes A Enckson <br />Leo M Pawersky <br />Harlan M Oiscn <br />June lA, 1990 <br />City of Orono <br />Box bS <br />Crystal Bay, Minnesota 55232 <br />Attn: Jeanne Mabusth <br />Re: Vildhurst Estates <br />Our File No. 139-1551 <br />Dear Jeanne: <br />We have reviewed the proposed Wildhurst Estates Development. There <br />several issues that need to be addressed relative to the proposed plan. <br />JUN 2 0 .q5S3 <br />are <br />The cul-de-sac at the end of Highview Lane should be moved 10 feet south of <br />the location shown. We will need topography and contours to the north <br />property line of Highview Lane. The developer should also provide a design <br />profile for the street. We will need soil borings where Highview Lane crosses <br />the low area. We would also recommend stabilization fabric in the low area. <br />Storm sewer will be necessary in the future to pick up the drainage from <br />Wildhurst Trail. Storm drainage easements should be provided across Lot A as <br />shown. Drainage and utility easements should also be provided along all lot <br />lines. A drainage and conservation easement should be provided over the <br />wetland area. <br />The developer should place a storm sever culvert from 10 feet south of the <br />lift station to 10 feet north of the proposed driveway on Lot A. Construction <br />of a drainage ditch to the north of the driveway will be necessary. <br />Please contact this office if you have any questions. <br />Yours very truly, <br />BONESTROO. ROSENE. ANDERLIK & ASSOCIATES. INC. <br />Glenn R. Conk <br />GRC:dh <br />End. <br />grc/60 <br />2335 West Highway 36 • St. Paul, Minnesota 5SM3 • 612-636-4600