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02-08-1988 - Agenda Packet City Council - regular meeting
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02-08-1988 - Agenda Packet City Council - regular meeting
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2/12/2026 10:57:02 AM
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8/15/2025 11:40:15 AM
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Administration
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Agenda Packet City Council
Section
City Council
Subject
regular meeting
Document Date
2/8/1988
Retention Effective Date
8/15/2025
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V <br />t roo <br />AflBones <br />Rosene <br />`-� <br />Anderlik & <br />Associates <br />Engineers & Architects <br />December 15, 1987 <br />City of Orono <br />Box 66 <br />Crystal Bay, MN 55323 <br />Att :: Ms. Jeenre Mabusth <br />Otto G Bonestrop, PE <br />Keith A Gordon, PE <br />Thomas W Peterson. PE <br />Charles A Errrkson <br />Robert W Rosene, PE <br />RKhafd W poster, PE <br />MKhaP, C Lynth. PE <br />Leo M Pawelsky <br />Joseph C Anderhk. PE <br />Donald C 8u.gardt. PE <br />James R mmand. PE <br />Hanan M Olson <br />Bradford A Lemberg, PE <br />Jerry A Bourdon, PE <br />Kenneth P Anderson, PE <br />Susan M Ebernn <br />RKhard E Turner. FE <br />Mark A Hanson, PE <br />Keith A Bachmann, PE <br />Mark A Serp <br />James C Olson, PE <br />Ted K Field. PE <br />Mark R Rolls. PE <br />Glenn R Cook, PE <br />MKhael t Rautmann, PE <br />Roben C Russek. A I A <br />Thomas E Noyes. PE <br />Robert R Pfefferle. PE <br />Thomas E Angus. PE <br />Robert G SchunKht. PE <br />David O Loskota, PE <br />Howard A Sanford. PE <br />Marvin L Survala, PE <br />Re: File No. 139-1232 Betz Addition <br />Dear Jeanne, <br />OEG 1 8 W7 <br />We have reviewed the preliminary plat and grading plan submitted on the Betz <br />Addition. The preliminary plat should indicate drainage and utility easements <br />along lot lines. Drainage easements should also be provided over the ponding <br />area. <br />The drainage calculations should be provided for the storm sewer and pond <br />area. The storm sewer profile and the pond outlet control structure details <br />should be provided. The drainage ditch should be designed to minimize erosion <br />problems. <br />The roadway bank on the west side abutting Stubbs Bay Road should be graded <br />out. The ditch bottom should be set 3 feet below the existing centerline at <br />the property line. The backslope shall be graded to a 3:1 slope. Bituminous <br />flumes should be provided to drain the curb section at Stubbs Bay Road. <br />If you have any questions, please contact this office. <br />Yours very truly, <br />BONESTROC, ROSENE, ANDERLIK 6 ASSOCIATES, INC. <br />Glerin R. Cook <br />GRC:li <br />24 <br />233S West Highway 36 9 St Paul, Minnesota 5S113 • 612-636-4600 <br />
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