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{ Notes: Lot width as meas. along 75ft. OHW setback line = 108.1 ft. I <br />9-10Z L Z``d3S I Lot width as meas, along 30 ft. ROW setback line = 101.0 ff. Building Term i t Survey y <br />aA1�D3�f Prepared for: Whitney Win dm ill er <br />:21n as ` .� <br />`k 7 Proposed Elevation end atnL <br />FFE = 953.5 <br />TOF (street side) = 952.67 4 Found Iran Monument I� Manhole a <br />� 3 � <br />S, r GFE = 952.34 0 Set Iron Monument LS 14700 <br />0 <br />TOF lake side = 951.67 { ) Hyo'ran t m N <br />N °181n. as �� p LFE ( 94.3 0) x 000.0 Existing Elevation �� Power Pole 4 <br />12iri Pb o to �o c <br />�'f (000.0) Proposed Elevation Nc <br />,D —a----- Proposed Drainage t Tree (deciduous) °p �' N\ 3 a <br />f i �. �• Existing Well R. W, Prop. Retaining Wall m rn o <br />Oi . Bass �� � b O ii <br />Site Address: Existing Hard_cover Calculation _ _ (sa, ft, a, c <br />tD Step 3295 Crystal Bay Rd. House 1,781 '� o <br />t 10in Elm I ? Orono, MN 55391 Bituminous Driveway 1 001 <br />�, r cn--Prop.—� ?'? ha0 y Paverss 183 -' m to O o <br />EFosian �J �. Stoop & Steps 93 <br />i v i Coptro!4x$ Shedd a <br />3,090 0 <br />o 1` tiro +� �V 9,s> > Ptosed Hardcover Colculation (gg. ft. ): 3 ° <br />Qo b `' " i ,yds p o Prop. Mouse/Garage 2,211 N cooc I <br />+ f , s2 Prop. En try 88 <br />°ry r ` m - V / r `9S� �,�`�� x Prop. Bituminous Driveway 650 <br />a� a �` •a <br />1�o ' S� X51, o Prop. Patio 204 ,� o <br />'' N Y� n• k ° `oQ+ p v '� Exist. Steps (to remain) 56 <br />Total Proposed Hardcover 3,209 *►, a <br />x t. u `L C C� C� <br />�� Inv S� ,s 9 Total Lot Area 14,876 <br />CoQ ,den ` k aQ `Q ¢ ? `�►� ca 5 54.2., (less Crystal Bay Rd pavement) 2,035 v �a <br />Proposed House �y� Adjusted Lot Area 12,841* <br />;'��� o �,�`r► '�j & Garage <br />7, g5 3 a ' •y� aPercent Existing Hardcover 24.1$'(2,211 s.f12in. yO (Cd <br />94r4 •ac�A <br />S4�F <br />5 7 z Percent Proposed Hardcover 25.0* <br />Proposed <br />`Ssr•-1feids rr� J Elevations; �ca� *Crystal Bay Rd. pavement not included in v <br />,t LFE=943.0 / Prop. Bif. hardcover calculation. a I I� <br />• 6+ ,fes u ► Ocl f`9 r FFE=953.5 / `' Driveway, <br />0 Excluded Hardcover. <br />-�m�ai,�oinElm Proposed Retaining Walls 600 Q <br />Note, <br />a•0. on3i <br />m <br />'cQ.S a I C3 <br />/ _ <br />Proposed grades and drainage designed by <br />a sq Q L ro '(�: Granberg and Associates, Inc, and must be <br />" 944.5 /.�..5�� y — verified and approved by the City of Orono <br />. `9�` 1 MFlR-95t 7, prior to construction. w Qo <br />15in. ks C ►` <br />l �Q• O S` J , 4 a .. Catch Basin- CJ u� <br />` A9 ` ,> g s �_.•+ .tea % Bounda cri ion u tient Z <br />That part of Lot 2, Block 2, TOWNSITE OF J <br />rx 944: 9� z <br />9 LANGDON PARK lying Southwesterly of the <br />� 4y Prop.- Vit, ��= f Northeasterly 180 feet thereof, according to O Ca <br />f 1 Erosion N <br />-.0 � Control :"�(' <br />% "'' '` f the plat thereof on file or record in the office <br />1 Iv' �+ l �• 'ti h of the Register of Deeds In and for Hennepin d <br />'/k•. <br />qAr County, together with that part of Northern I' <br />—Approx. Avenue vacated abutting upon said described W <br />shed lacati� premised in the rear Iying between theco ftalift <br />extensions of the Easterly and Westerly side r. U <br />241 Bass lines of said tract. co <br />SCALE .a Subject to a right to create a public easement c c� <br />sa o 10 zo ao RECEIVED for highway purposes over the Southeasterly 33 <br />feet of that part of said laid out as Northern <br />Avenue as shown in Deed Doc. No. 198674, <br />1 o <br />SEP 2 101Files of Register of lrtles. 3 <br />inch = 20 feet 3 <br />Bearings based on assumed datum. 3d�5 <br />