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c 2000 Westwood Professional Services, Inc. <br />48.80 <br />N89058'51"W <br />� I <br />/ <br />SEP TIC q \ �\\ vth <br />0 <br />4Cn <br />-edge of wetland 'G <br />\ droinogt and\_ --.Z\-\- <br />utility ea ement \ iS89058'51 "E� <br />48.80 <br />\ , \ Id,55 °58'35 <br />32.9 <br />53.55 10 <br />drainage and <br />utility easement \,.\\ Gj 6 �� 4 I ' 1 \T�\_ <br />TUBE `�o- , � � \ \ 9�A �� ; / � I <br />APPROX. FU \ /\ `� \9 -50' - <br />LOCATION � \� �� - <br />I �� - �,:-4,A/ternote Septic Sys em N <br />— — — Q\I�, 4W/f of 10" ID <br />1 <br />962 <br />oil <br />' 4=560 P <br />i 17 160, <br />L=49.12 <br />' R=50.00 <br />1 ' p 1, <br />e _ � <br />0 <br />0 <br />Bearing are based on assumed data. <br />O Denotes iron monument set <br />• Denotes iron monument found <br />rovelless_trenc __ C4 <br />V 75 \ 1 g drains a and.-- <br />�, Q \ utllit asement \ <br />sb#42 \ \ y 944-- <br />/ toQ0S ` \ II a4 t� sb� 0/ 946 �\ <br />W \ / -10 \ <br />\ � � CUP \ sb#13 / <br />AWP\Y i 'v. \ �b#=� <br />ORS N \4 LY ';U_ <br />O <br />�_bf <br />� / <br />-`-- -- - I Pnary Septic Syste �-,P <br />418' <br />�. <br />955 4181f f 10" ID <br />58 - <br />� � <br />9 % gr vVes trench <br />/ _ 2-13 gal/on pre- / h <br />ca septic tanks •h <br />I <br />o <br />.0 o <br />HOUSE FOUNDA TION <br />`3'�w not to scale <br />DETAIL <br />LEGEND <br />33 33 <br />o 1�0 <br />s� <br />8 <br />Ow <br />we// <br />a� X01 .0 <br />o J`• <br />o <br />A2 <br />� <br />31 <br />�. <br />® <br />soil boring <br />BUILDING ELEVATIONS <br />Q <br />O <br />s <br />x <br />existing fence <br />oTop <br />AND SHOULD ro a <br />of foundation = 965.5± <br />LEGAL DESCR/RT/ON.' <br />a, <br />�O <br />Ai <br />I <br />Lowest house floor = 955.5± <br />Lot 4, 61ock 1, CARR/AGE HILL, GCcordinq to the recorded <br />cn� <br />I <br />Garage floor (upper)= 965.0E <br />existing elevation contour <br />existing spot elevation <br />Fq_2_*4_J <br />Garage floor (lower)= 955.0± <br />p/Gt /`hereof, Hennepin County, M/nnesotG. <br />❑/ <br />I <br />XZ'/& <br />�( <br />vatlons relative to U. S. G. S. 1929 N. G. V.D. <br />I <br />*Elevations are approximate and may <br />Denotes proposed surface drainage <br />I I <br />need to be adjusted in the field <br />48.80 <br />N89058'51"W <br />� I <br />/ <br />SEP TIC q \ �\\ vth <br />0 <br />4Cn <br />-edge of wetland 'G <br />\ droinogt and\_ --.Z\-\- <br />utility ea ement \ iS89058'51 "E� <br />48.80 <br />\ , \ Id,55 °58'35 <br />32.9 <br />53.55 10 <br />drainage and <br />utility easement \,.\\ Gj 6 �� 4 I ' 1 \T�\_ <br />TUBE `�o- , � � \ \ 9�A �� ; / � I <br />APPROX. FU \ /\ `� \9 -50' - <br />LOCATION � \� �� - <br />I �� - �,:-4,A/ternote Septic Sys em N <br />— — — Q\I�, 4W/f of 10" ID <br />1 <br />962 <br />oil <br />' 4=560 P <br />i 17 160, <br />L=49.12 <br />' R=50.00 <br />1 ' p 1, <br />e _ � <br />0 <br />0 <br />Bearing are based on assumed data. <br />O Denotes iron monument set <br />• Denotes iron monument found <br />rovelless_trenc __ C4 <br />V 75 \ 1 g drains a and.-- <br />�, Q \ utllit asement \ <br />sb#42 \ \ y 944-- <br />/ toQ0S ` \ II a4 t� sb� 0/ 946 �\ <br />W \ / -10 \ <br />\ � � CUP \ sb#13 / <br />AWP\Y i 'v. \ �b#=� <br />ORS N \4 LY ';U_ <br />O <br />�_bf <br />� / <br />-`-- -- - I Pnary Septic Syste �-,P <br />418' <br />�. <br />955 4181f f 10" ID <br />58 - <br />� � <br />9 % gr vVes trench <br />/ _ 2-13 gal/on pre- / h <br />ca septic tanks •h <br />I <br />o <br />.0 o <br />HOUSE FOUNDA TION <br />`3'�w not to scale <br />DETAIL <br />LEGEND <br />�h0 <br />�a �o <br />o 1�0 <br />s� <br />8 <br />Ow <br />we// <br />a� X01 .0 <br />o J`• <br />o <br />A2 <br />� <br />31 <br />�. <br />® <br />soil boring <br />Q <br />percolation test <br />s <br />x <br />existing fence <br />TO THE EXTERIOR FOUNDATION WALL <br />AND SHOULD ro a <br />existing deciduous tree <br />BE VERIFIED PRIOR TO CONSTRUCTION <br />O <br />Q o <br />existing coniferous tree <br />I <br />92x4 <br />existing elevation contour <br />existing spot elevation <br />Fq_2_*4_J <br />proposed spot elevation <br />❑/ <br />E/evot/ons relative and assumed <br />XZ'/& <br />�( <br />vatlons relative to U. S. G. S. 1929 N. G. V.D. <br />I <br />Denotes proposed surface drainage <br />33 133 <br />11-1 � �_200' buidling / '� � / ' ` 0(z ` <br />\ \ -setback line <br />OQ` <br />l <br />!I \ \\ \„_---drainage and utility <br />h� 0 easement <br />drainage and utility <br />easement <br />T <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 hereby c tify t this Kvn7 was <br />direct au and that I am a d <br />under tha of the State <br />Dabs 2/21/00 R »r <br />me or under my Revlsiomr <br />Sww➢m 1/22/01 HOUSE AND DRIVEWAY <br />2/14/01 HOUSE AND DRIVEWAY <br />23002 <br />40 <br />- SITE P=..AN - GRADING PLAN <br />New n1xgw5 NO-U,5eco <br />r -.r -:s'%iI .10,1 S <br />BY <br />DATE 2 - L!= d 1 <br />GRAPHIC SCALE <br />0 20 40 110 <br />( IN FEET ) <br />1 inch = 40 ft. <br />Crew, 55/1L I mpared for. <br />chwilwa: sc <br />Draws KM <br />Ra=d Drawlag by/date <br />160 <br />Scott Winton <br />MW Northome Rac d <br />Wayzata, Minnesota <br />Notes. - <br />1. Avoid compaction in septic area before, during and <br />after construction <br />2. Trenches are to be instal/ed parallel to the contours and the <br />trench excavations are not to exceed a maximum depth of <br />24” inches below the existing ground surface. <br />J. Verify before drilling that no septic tanks or drainflelds <br />ore within a 50 foot rodius of proposed well location. <br />(100 feet for shallow well) <br />4. Verify before construction that no shallow wells ore within <br />100 feet, or deep wells within 50 feet of proposed septic <br />tanks or drainfie/d area. <br />5. To extend the life of septic system pump septic tanks a <br />minimum of every 2 years <br />6. See attached sheets for additional construction details <br />7. Soil Classified as Hubbard loamy sand (HbD) 12-189 slopes, <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 />Ir <br />Lot 4, Block 1, <br />A R PJ A (31 E a I u" L <br />Orono, <br />Date. 2/21/00 <br />9718ctf.DWG <br />Job# 99%18 <br />On ' 'cate of Survey <br />Site Plan <br />o <br />.0 o <br />HOUSE FOUNDA TION <br />`3'�w not to scale <br />DETAIL <br />�h0 <br />�a �o <br />o 1�0 <br />s� <br />8 <br />I <br />NOTE: <br />a� X01 .0 <br />o J`• <br />o <br />A2 <br />� <br />31 <br />�. <br />110 <br />o <br />°33 <br />9 • S <br />I <br />I <br />DIMENSIONS SHOWN ON THE DETAIL <br />ARE MEASURED <br />s <br />TO THE EXTERIOR FOUNDATION WALL <br />AND SHOULD ro a <br />os3 <br />BE VERIFIED PRIOR TO CONSTRUCTION <br />O <br />Q o <br />I <br />try. <br />o. <br />tiry <br />X93 <br />3 <br />`.0 <br />� <br />I <br />I <br />e <br />L <br />J <br />Ir <br />Lot 4, Block 1, <br />A R PJ A (31 E a I u" L <br />Orono, <br />Date. 2/21/00 <br />9718ctf.DWG <br />Job# 99%18 <br />On ' 'cate of Survey <br />Site Plan <br />