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J_ <br />S 89°58' 18" E 20& 97 7 <br />._sL � ��Ag <br />- — E <br />____ BITUMINOUS - �.- -QRfVE <br />--gj � BENCHMARK <br />r'rl <br />nr8�°5�18" w 10434:R�_�°EMH <br />REVA� 945.3 t� 1 C; <br />; Cg �7K <br />If , <br />e <br />Lo <br />LLJ <br />, <br />t <br />0 0i ! <br />/7' % I" <br />PROPOSED EL EVA TIONS <br />GARAGE FLOOR= 952 9 <br />TOP OF FOUNDATION = 953.2CO ;�' �P� � off° � / `' HARDCOVER <br />A,fAINFL OOR = 953.69 , I , - _.. <br />LOWEST FLOOR=943.0 i ; i , --�� N ��`� PROPOSED <br />"j 250 SBL=� o` HOUSE" = 4061 SF <br />\ r o'p �� DECK — 610 SF <br />.1.0 c0i4 co o <br />_ _ ��� _l: N� ,�'� + FPOR 315 SF <br />.0 26.0 a : ' a� �,� DRIVE = 5300 SF <br />WALKS — 200 SF <br />110,6 �� 2.o° ���� o`'�. ,'` R TWL S = 130 SF <br />y�°w `gyp x X04 ; �' ���� BOA THO. — 140 SF <br />Cfj <br />'N �' Q ;' !��' N TOTAL — 10756 SF / 23.4' <br />1 cu R2�0 cs' TW=950.5 <br />; BW_ 594— <br />0.5 744 SF HC REMAINING <br />l f `" 5. �� - BTW= 9520 <br />�CL <br />5- _ <br />!4.0,P���' i <br />7_N 20A-9 jr7.5 10'7 <br />'•,, ; Wit- o� _ _ <br />' <br />26.3 TEYNOR X <br />FE 950.0FE =952 0 ylLi ` I _.. <br />E <br />RSIL?ENCE� <br />i! 1 1 .0 LFE=943.0 <br />- } _ <br />n X6.0 <br />....._. \......_.. r f Q <br />-Q <br />Q 3Q I 35.0 0 HH' C <br />_ ...._ <br />ORONO COPY <br />4 la -z - 0 1 u"p <br />N Q <br />E/DE�K L i <br />p . <br />h <br />_ = SIL T F NC <br />__ — <br />_ r <br />75 dHW SE76 Q LINE ;"x"941.0}X0 <br />i <br />cal ! 0— <br />CL <br />r <br />l ai ( <br />I l <br />ON <br />oogj i _ <br />BOA <br />- i 1 <br />es- <br />- _..._ _ — <br />,tiO SHORELINE =929.1 7/28/08 <br />OHW 929.4 <br />L AKE MIi1NETONKA <br />LEGAL DESCRIPTION: <br />TRACT A, R.L.S. NO 310, <br />HENNEPIN CO., MN. <br />ADDRESS — 2789 PHEASANT ROAD <br />PID#21-117-23-32-0005 <br />LOT AREA = 46000 SF/ 1.05 AC <br />X 25% = 11500 SF HC ALLOWED <br />VERIFY ALL DIMENSIONS AND v <br />ELEVATIONS WITH HOUSE PLANS a <br />W <br />RECEI <br />� Sao <br />V15 <br />nx : <br />FEB 14 2013MY OF ORONO <br />N `r <br />0 <br />a <br />r <br />q)0d- <br />NOO <br />0 <br />30 60 90 <br />t <br />Ke 14 creep <br />0s <br />��o� <br />r�C-0Ld0') <br />City of Orono <br />SCALE <br />IN FEET <br />Planning & Zoning Plan Review <br />Q <br />JC) <br />C� <br />w <br />EXISTING SPOT ELEVATION. <br />Site Plan Review Date: <br />��PPROVED <br />X(998.0)= <br />PROPOSED SPOT ELEVATION <br />J(�Ow <br />m <br />© APPROVED WITH REVISIONS (see notes) <br />= <br />DIRECTION SURFACE DRAINAGE <br />0 DENIED <br />COH = <br />CANTILEVERED OVERHANG <br />Staff: <br />OHL = <br />OVERHEAD UTILITY LINE <br />�d <br />GFE = <br />GARAGE FLOOR ELEVATION <br />TFE = <br />TOP OF FOUNDATION ELEVATION <br />Y <br />m <br />LFE = <br />LOWEST FLOOR ELEVATION <br />}091.� O <br />a o ED <br />ou)o 0 <br />LEGAL DESCRIPTION: <br />TRACT A, R.L.S. NO 310, <br />HENNEPIN CO., MN. <br />ADDRESS — 2789 PHEASANT ROAD <br />PID#21-117-23-32-0005 <br />LOT AREA = 46000 SF/ 1.05 AC <br />X 25% = 11500 SF HC ALLOWED <br />VERIFY ALL DIMENSIONS AND v <br />ELEVATIONS WITH HOUSE PLANS a <br />W <br />RECEI <br />� Sao <br />V15 <br />nx : <br />FEB 14 2013MY OF ORONO <br />N `r <br />0 <br />a <br />c:L_w <br />_J U) <br />q)0d- <br />NOO <br />$4 <br />of <br />C� <br />0s <br />��o� <br />r�C-0Ld0') <br />LCAV <br />Q <br />JC) <br />C� <br />w <br />O <br />Or <br />J(�Ow <br />m <br />4 <br />�d <br />0 <br />W <br />Lad W, <br />W 4 <br />CL wo <br />V) >W <br />Y <br />m <br />W <br />a <br />Z <br />a <br />}091.� O <br />a o ED <br />ou)o 0 <br />co <br />o <br />N <br />� Of <br />= <br />N <br />C's <br />rn <br />rr <br />`Q <br />Z <br />N <br />>- <br />z <br />az¢ a <br />J 1W <br />U 4J U <br />)_ <br />w <br />a <br />- <br />o <br />0 <br />w <br />a <br />_ <br />rpt w z <br />x> T <br />_In -_ a <br />