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c 2000 Westwood Professional Services, Inc. <br />LEGAL DESCR/PT/ON.• <br />Lot 4, Block 1, CARR/AGE HILL, according to the recorded <br />plat thereof, Hennepin County, Minnesota. <br />1_ <br />sEpT/c \ <br />RE,q <br />APPROX. FUTURE <br />LOCATION <br />I <br />` 48.80 <br />N89058'51 "W <br />�a 0 <br />O <br />O <br />(0 o <br />\\� v o <br />-P <br />�Ln <br />, \moo <br />1 \edge of wetland 'L <br />/ 1 dreinag� and\___Z-X <br />utility ea ement \'�,' \ IS89058'51"E) <br />48.80 <br />\ v \ \ <br />\ M55 °58'35 "I--32.9 <br />-- 32.9 � <br />I <br />�� <br />/ 1 \10 <br />OOQ j \ I NJ <br />drainage and��� T W o <br />utility easement <br />1 <br />962 <br />a II! A-5601716" P <br />L=49.12 <br />In <br />R=50.00 <br />1 <br />r ' <br />I <br />i �� <br />i <br />Bearing are based on assumed data <br />0 Denotes iron monument set <br />• Denotes iron monument found <br />®Westwood Professional Services, Inc. <br />104 Marty Drive, Suite 3 <br />Buffalo, MN 55313 <br />Phone: 612/682-2587 Fax: 612/682-2639 <br />i <br />I�Alternate Septic Sys em N <br />I, '\ \,� 41�1f of 10 /D �� cD <br />grovelless-trenc a and.----- W draina <br />a \'� \ \ utility asement_ \ <br />Naee I�I sb#42' �� \ 44' <br />/ t, <br />OR <br />Q -4e\ \W .-' \\ <br />sb#44 <br />sb#13 i--- <br />o <br />I 0.3 <br />C� � • yR 1 \ /1 1 �j <br />Pn ary Yep tic Sys tell, <br />416 If f 10 /D <br />r9rv s trench <br />i _ 2-1gallon pre- / <br />cc septic tanks •h <br />\ .. 200' buidling <br />setback line <br />� \ <br />and utility <br />easement <br />t4 <br />33 33 �O <br />33 1 33 <br />drainage and utility_- GRAPHIC SCALE <br />easement ��_,� <br />40 0 20 40 80 <br />Milli <br />I hereby certify#.t this survey was <br />directsu and that I am a d <br />wader the kof the State opXinp <br />Dais 2/2'1/00 <br />ane or under my Revlii= <br />Surveyor 1/22/01 HOUSE AND DRIVEWAY <br />2/14/01 HOUSE AND DRIVEWAY <br />23002 <br />( IN FEET ) <br />1 inch = 40 ft. <br />Crew. ss/JL Prepared for. <br />Chwlma: sc <br />Drawn: HCM <br />Record Drawing by/daft <br />160 <br />BUILDING ELEVA TIONS <br />Top of <br />foundation = <br />965.5± <br />Lowest <br />house floor = <br />955.5± <br />Garage <br />floor (upper)= <br />965.0± <br />Garage <br />floor (lower)= <br />955.0± <br />*Elevations <br />are approximate and may <br />need <br />to be adjusted <br />in the field <br />LEGEND <br />Ow <br />well <br />® <br />soil boring <br />Q <br />percolation test <br />x <br />existing fence <br />J <br />existing deciduous tree <br />existing coniferous tree <br />existing elevation contour <br />92x4 <br />existing spot elevation <br />Fg--2—*4-1 <br />proposed spot elevation <br />❑ <br />Elevations relative and ossumed <br />�d/ <br />Bevations relative to U. S. G. S. 1929 N. G. V.D. <br />Denotes proposed surface drainage <br />Scott Winton <br />3420 Northome Raod <br />Wayzata, Minnesota <br />No tes. <br />1. Avoid compaction in septic area before, during and <br />after construction <br />2. Trenches are to be installed parallel to the contours and the <br />trench excavations are not to exceed a maximum depth of <br />24" <br />inches below the existing ground surface. <br />3. Verify before dri/ling that no septic tanks or drainrields <br />are within a 50 foot radius of proposed well location. <br />(100 feet for shallow well) <br />4. Verify before construction that no shallow wells are within <br />100 feet, or deep wells within 50 feet of proposed septic <br />tanks or drain field area. <br />5. To extend the life of septic system pump septic tanks o <br />minimum of every 2 years <br />6. See attached sheets for additional construction detoils. <br />7. Soil classified as Hubbard loamy sand (HbO) 12-189 slooes, <br />according to the U.S. Department of Agriculture soil Survey <br />8. Site plan prepared by or under the supervision of Bernie <br />Miller- M. P. C.A. License No. 43 <br />&7hq'Q ^[L, -d <br />e o <br />I�o o <br />o �� <br />I A <br />S8S <br />N�� <br />e �o �o <br />i <br />s <br />e <br />e <br />e <br />i <br />e <br />HOUSE FOUNDATION <br />y`3'�� not to scale <br />�� <br />8 O <br />0 �1 0 <br />�0 <br />,21 <br />.0 <br />4) �1 eo <br />O s <br />� <br />R� <br />� <br />DETAIL e <br />e <br />998 e <br />e <br />O e <br />i <br />NOTE: <br />DIMENSIONS SHOWN ON THE DETII_ <br />eTO THE EXTERIOR FOUNDATION <br />BE VERIFIED PRIOR TO` CONSTRUC11ON <br />e <br />e <br />e <br />e <br />ARE MEASURED h <br />W a1_L AND SHOULD <br />0 <br />,o <br />o <br />0 `.0 <br />?9 <br />`. 0 <br />I <br />e <br />etiry <br />e <br />e <br />L <br />J <br />I Block <br />CARRIAGE HIL <br />kirono,, <br />Date: 2/21/00 9 718 c t f. D WG <br />job# 99%18 <br />C ' 'cate of Survey <br />Site Plan <br />