1995 Site Plan and Grading Plan - Laserfiche WebLink

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ADVANCE SURVEYING & EIVGINEERLIVG CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEYED: October 21, 1994 DRAFTED: October 2I. 1994, REVISED-. Septembe-i- 1 £,1995. The North 50 feet of Lot 16, COFFEE'S ADDITION TO SHADY WOOD LAKE, MINNETONKA, Hennepin County, Minnesota. LIMITATIONS: We have surveyed the above described property which the client claims to own or appears to own from various government records. We make no representation that the client does in fact own the property nor that a search of the records has been made to determine the extent and nature of his holdings. If there is any doubt concerning the accuracy of the legal description, competent legal counsel should be retained to perform a title search and issue a title opinion for our use in preparing the survey. We show only those easements which the client informs us_ of or which we happen to become aware of through other sources. The survey shows only those improvements which are visible and which we deem important. STANDARD SYMBOLS & CONVENTIONS: "o" Denotes 1r2" ID pipe with plastic plug bearing State License Number 9235, set. if "b" is filled in, then denotes found iron inonunient. NOTES: 1. We show on this survey, siting that you propose for a new home and related yard grading. We do not purport to know what governmental agencies may have jurisdiction over these proposals nor what their many and changing requirements may be. We urge you to submit this survey and plan and such other exhibits is mai portray your proposals to such governmental agencies for approval and to obtain those approvals before making any important decisions regarding this property. 2. `Me eastern portion of this property is subject to flooding due to tack of an adequate outlet for storm water. This survey Aiows a possible future route for the draining of this storn-i water to the lake. Because governmental approvals and cooperation of adjoining property owners would be required for such a solution and because time is short for the client to begin building his new home, he has elected to defer such a solution until and if he can obtain approvals and cooperation. For now, the swale portrayed north of the proposed home could be raisi�d and made to flow both east and west from a high point in the Swale as shown in the detail and labeled "temporary solution". The swale in the eastern part of the property shall be constructed and drained to the existing 12 inch plastic pipe. PROPOSED ELEVA"KIONS: Top of Foundation: 933.67 First Floor Elevation 934.50 'Fop of Footing 930.17 Bottom Footing 929.50 UR ' FICAIJN. I herebv certifv that this survey was prepared by me or under my direct supervision and that I am a Professional ins 'neer and a Professional Surveyor under the Laws of the State of Minnesota. J es H. Parker P.E. & P.S. No. 9235 CITY OF i S!TE P MN •c ORA0IN0 PLAN SCALE: ONE INCH EQtJALS 20 FEET C• APPRO` ED -nic-w /2aS ❑ APPRO V z D V,11TH REVISIONS ❑ DiSA4PR VC BY DATE V rype p v 44 w 934.52 z D �r � F ► ,Y 933.6 -7 — i 1 it r �s PROPOSED TEMPORARY GRApE APPROX. iDz � r w EXIST NG GROUNp CRAWL � SURFACE. SPACE -� w d r;Y�LARID WITH SYN U s EXISTING SOFT BROWN SILTY SAND ! a FILL IN SOIL BORING 7 930.1'7 1J S00 ANQ SAAlt3Y---_ TOPSOIL 929.50— OHW LAKE MINNETONKA 929.4 2 TEMPORARY SOL.UTi ON , DRAIN AT MINIMUM 'Z% GRADE BOTH EAST AND WEST FROM THIS POINT �NEIC44DOWS COOPERATION NECESSARY FOR THIS POSSII3LE "`"''`FUTURE GRA ING —030 s; -----3 __.-- .Tie MULCHING AT SWACE r,S POSSIBLE LE — 930.0 —COMPACTFn I T e 45° 45 �COMRACTED, 100% CRUSHED GRADE idSAND P R GREY ZING GRADED ANIS PEER SOIL BORING 2 CLASS S, GRANULAR FILL SECTION AT_MORT14 PROPERTY _L.INE AND WEST SIDE OF PROMSED DWELLING DETAIL NOT TO SCALE 3 �2 vN� g2,9 BENCHMARK TOP NUT OF FIRE HYDRANT ELEVATION= 954.80 DENOTES EXISTING CONTOUR DENOTES PROPOSED CONTOUR JOB NO, 95695 JOB NO. 94794 fo 1 it r �s DENOTES EXISTING CONTOUR DENOTES PROPOSED CONTOUR JOB NO, 95695 JOB NO. 94794