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PROPOSED EL EVA TIONS <br />GARAGE FLOOR= 952.9 <br />TOP OF FOUNDA TION = 953.2 <br />MAINFL DOR = 353.69 <br />LOWEST FLOOR=9430 <br />N <br />-el <br />' n S 89x58' 78" E 206.97 <br />DRIVE -. <br />x04.34 <br />!! it N 1 <br />, <br />fie`' <br />i <br />ti I <br />! h <br />h � <br />N. <br />0 <br />30 60 90 <br />1 V. <br />BW= 949.5 <br />0�N <br />o <br />�g9z5 = <br />EXISTING SPOT ELEVATION. <br />i <br />PROPOSED SPOT ELEVATION <br />= <br />DIRECTION SURFACE DRAINAGE <br />I <br />CANTILEVERED OVERHANG <br />OHL = <br />I <br />I� <br />GARAGE FLOOR ELEVATION <br />�2 <br />TOP OF FOUNDATION ELEVATION <br />LFE = <br />LOWEST FLOOR ELEVATION <br />ho- <br />Q <br />t <br />a <br />� <br />c� <br />w <br />a a <br />ujnQ� <br />; o <br />250 SBL <br />� <br />0k�- <br />O <br />2 <br />Z <br />Q <br />a <br />I <br />1.0 <br />9QIj <br />N <br />1 f <br />1 .0 <br />26.0 <br />q I <br />N. <br />0 <br />30 60 90 <br />1 V. <br />BW= 949.5 <br />0�N <br />o <br />�g9z5 = <br />EXISTING SPOT ELEVATION. <br />X(998.0)= <br />PROPOSED SPOT ELEVATION <br />= <br />DIRECTION SURFACE DRAINAGE <br />I <br />CANTILEVERED OVERHANG <br />OHL = <br />I <br />W <br />GARAGE FLOOR ELEVATION <br />i <br />TOP OF FOUNDATION ELEVATION <br />LFE = <br />LOWEST FLOOR ELEVATION <br />Q <br />d <br />a <br />� <br />c� <br />w <br />a a <br />ujnQ� <br />; o <br />2613 <br />' <br />� <br />0k�- <br />O <br />2 <br />Z <br />Q <br />a <br />ou 0 <br />> Z0 p <br />=A- <br />A- <br />U <br />w <br />0c) <br />00 <br />0 <br />N <br />' <br />vz <br />00 <br />N <br />1 <br />X <br />w <br />� <br />1, <br />5 <br />mQaF <br />,r <br />N. <br />0 <br />30 60 90 <br />1 V. <br />BW= 949.5 <br />IN FEET - <br />SCALE <br />�g9z5 = <br />EXISTING SPOT ELEVATION. <br />X(998.0)= <br />PROPOSED SPOT ELEVATION <br />= <br />DIRECTION SURFACE DRAINAGE <br />COH = <br />CANTILEVERED OVERHANG <br />OHL = <br />OVERHEAD UTILITY LINE <br />GFE = <br />GARAGE FLOOR ELEVATION <br />TFE = <br />TOP OF FOUNDATION ELEVATION <br />LFE = <br />LOWEST FLOOR ELEVATION <br />m <br />a- B. <br />TEYNOR <br />FE 950.0 FE=952.0 <br />1 0 RESIDENC s <br />LFE=943.0 s <br />(943.0)X o <br />t-. I <br />�. :It " <br />TW=950.5' <br />1 V. <br />BW= 949.5 <br />. <br />3 TW 952.0 <br />FPOR = <br />1/= BW= 948.0 <br />f <br />I <br />WALKS = <br />O <br />It' <br />i <br />BOA THO. <br />= 140 SF <br />TOTAL = <br />1g47 fig.. _...._....._..__.__.._ <br />874 SF <br />HC REMAINING <br />m <br />ORONO COPY <br />-zz 0 (zo (p <br />EA eD 4 <br />pzEpQV6ED <br />� 1,2, <br />Q) <br />k 'N <br />BENCHMARK <br />TR SAN MH <br />I Z� ELEV = 945.3 <br />I Q <br />I <br />HARDCO VER <br />PROPOSED <br /><p HOUSE = <br />4061 SF <br />4\ DECK = <br />610 SF <br />FPOR = <br />185 SF <br />DRI VE = <br />5300 SF <br />WALKS = <br />200 SF <br />RTWL S = <br />130 SF <br />BOA THO. <br />= 140 SF <br />TOTAL = <br />10626 SF / 23 1 <br />874 SF <br />HC REMAINING <br />Q 3ti 35,0.. cQ -H I)4 <br />SIL T &Ne,- I �\ <br />i <br />7510HW SETBAG,I LINE4td) <br />I ' <br />00 Ni <br />0 <br />4 - .949- <br />I-, <br />S49- <br />— _ <br />°2T X00 I <br />a <br />CON�- <br />BOAR <br />_— Rt RAP <br />e'SHORELINE =929.1 7/28/08 <br />OHW 929.4 <br />LAKE M/NNETONKA <br />SITE PLAN /y <br />APPROVED <br />0 APPROVED WITH <br />0 ©ISA D <br />BY - <br />DATE <br />cftofOrono <br />Planning $I! Zoning Purr Review <br />Site Pian Review Date: <br />ROVED <br />PPROVEI) WITH REVISIONS (seg noses} <br />13 DENT <br />LEGAL DESCRIPTION: <br />TRACT A, R.L.S. NO 310, <br />HENNEPIN CO., MN. <br />ADDRESS - 2789 PHEASANT ROAD <br />PID#21-1 1 7--23-32-0005 <br />LOT AREA = 46000 SF/ 1.05 AC <br />X 25% = 11500 SF HC ALLOWED <br />VERIFY ALL DIMENSIONS AND <br />ELEVATIONS WITH HOUSE PLANS <br />I <br />0 <br />0 �> <br />U) <br />0 rr? <br />L <br />°b O `n <br />z <br />r... <br />M <br />w <br />z � Mto <br />I <br />0) <br />t d-0LO <br />�(0W0) <br />`�J <br />Qr <br />g <br />V <br />Q <br />d <br />a <br />� <br />c� <br />w <br />a a <br />ujnQ� <br />ti¢ww <br /><o(t <br />O <br />2 <br />Z <br />Q <br />a <br />ou 0 <br />> Z0 p <br />=A- <br />A- <br />U <br />w <br />0c) <br />00 <br />0 <br />N <br />00 <br />N <br />ooh <br />Q Q <br />U <br />w <br />� <br />—j <br />Z <br />mQaF <br />77 �1� IGL <br />