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l <br />Ln <br />0 <br />Cr <br />U' <br />O <br />Ln <br />0 <br />co <br />cn <br />co <br />Ln <br />0 <br />0 <br />co <br />Cr <br />Cn <br />EDGE OF BITUMINOUS ob11 <br />This drawing has been checked and <br />reviewed this 9 ? 4-17 day of <br />A _ 2000 , <br />by <br />REVISIONS <br />DATE BY REVISION <br />I hereby certify that this survey was <br />prepared under my supervision and that <br />I am a Licensed Land Surveyor under the <br />laws of _the State of Minnesota. <br />Theodore D. Kemna <br />Date: June 23, 2000 License No. 17006 <br />S831 341'5z '" <br />SCHOELL & MADSON, INC. <br />ENGINEERS i SURVEYORS + PLANNERS <br />SOIL TESTING * ENVIRONMENTAL SERVICES <br />105PA WAYZATA BOULEVARD, SUITE 1 <br />MINNETONKA, MN 55305 <br />952-546-7601 FAX: 952-546-9065 <br />DRAINAGE do UTILITY <br />T EASEMENT PER PLAT <br />*W <br />N N <br />INAGE & UTILITY <br />:MENT PER PLAT <br />CLIENT: <br />tri• ,_: <br />1• s• <br />Scale in Feet <br />DESCRIPTION: <br />Lot 5, Block 1, CRYSTAL BAY PRESERVE <br />BENCHMARK: <br />Top of iron monument as shown <br />Elevation = 978.56 (NGVD-1929 Datum) <br />GENERAL NOTES: <br />1. 9 — Denotes iron monument. <br />2. x890.0 — Denotes existing spot elevation. <br />3. x(890.0) — Denotes proposed spot elevation. <br />4.r, -- — Denotes direction of surface drainage. <br />5. Proposed garage floor = 983.33 <br />6. Proposed top of foundation _ 985.00 <br />7. Proposed basement floor = 976.00 <br />STEINER & KOPPELMAN, INC. <br />. ",j <br />CITY Qf p�CM10 _._. <br />SITE PLAN GRADING PLAN <br />e APPROVED - N cw c -.s <br />❑ APPROVED WITH REVISIONS <br />❑ DIS APP V <br />BY <br />DA E <br />BOOK: 590 <br />PAGE: 5 <br />(104-36) <br />LOCATION: <br />ORONO, MINNESOTA <br />S.M.I. PROJECT NO. 60057-186 <br />