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Certificate of Survey and Topographic Survey aN <br />(After) a <br />o�m <br />\ J O <br />N \ °O <br />TL) A /1T <br />0 ]0 d0 \ \ s 91� f i60� O <br />Feat \ �9 O c° \\ • 0 D_ <br />Shed Coma <br />.-3.4' NE of Llne \ E y <br />PROPOSED ELEV47IONS \ 9'f*\ \ �J _ o N <br />� \ <br />TOP OF FOUNDARON = 941.33 �!!1J4� �I a 2� Jam\ <br />GARAGE FLOOR = 941.00 <br />BASEMENT FLOOR = 933.50 <br />931.:. <br />Property Description: EL \ \ ! 's✓�a,m L, <br />4'Y 9�. I X931 \ <br />Tract A and B, REGISTERED LAND SURVEY NO. /'Jl 1 J S3 t \ � A <br />500, Hennepin County, Minnesota, according to L.! X931.55 ,y 931 ZRA yy 27 ASH/"� <br />the recorded plat thereof. I_ S V <br />Rootl Easement p l-/ A 1�oc i H <br />r ��r Ooc. No. 544834 Son. R 93 9J2I8 931. <br />•\ INSTALL i MAINTAIN S A Inr925.9 <br />Surveyors Note: 12' WDE ROCK_, _ _.. , o+ F O 0) <br />CONSIRUCRpV 3 / O19"ASH y a <br />9c, - O 2I'ASH 7 <br />Easements shown ore from the Certificate Of ENTRANCE jy A e <br />Title it appears that other easements exist, but �Sa� , _ 19 SASH ! 31 52 co ael o J <br />they were not provided. tiy' eo. <br />r !\ 43 9jA opp�..-932 ..X931.7J a�gli <br />; ���` 2 � 9✓ O j .0 <br />VOLUME CALCULAnONS 75-foot Setback <br />CUT VOLUME = 106 cr C V w <br />FILL VOLUME = 1,127 CY oJ'ti i �t Eos �r voct <br />A . No -Edge of Conan <br />4772Doc <br />7>� d 5448J4 \ / <br />cry/ bye 'it00 <br />Uj <br />LL <br />1 2 <br />4 4,S"O <br />j `r 0A % Rn2WAY_`..k <br />/ lh a i 1 <br />\ \ 93JJ9 <br />of / r <br />Average \ NOOW <br />Lakeshore 20s <br />Setback ; j a APa°• 976� <br />�ON� <br />1\ ` 209 ai? A ! PROpOSEO RETARBNG <br />3J CY_ WALLS <br />X % V / FLOOOPLAIN FILL -'1 <br />00 j Existing 936' / ? . <br />ARBMWTAE �i m <br />its LEGEND -V � <br />—10I0— denotes Proposed Contour <br />/°r'� y7 f017.3 X denotes Proposed Spot Elevation <br />/ ! �r^^((' •'+' •' ,'b,,� • 17 ,9.. "y. xY �. \ // 0<<�11e e denotes Proposed Drainage <br />(g4n5I. `✓ z t J! ! " 0000co�o denotes Proposed Retaining Wall m� N <br />\ �, " , / v x h K • • • z P !! ,� - 988 — denotes Existing Contour O <br />'� `•`So ` `♦9 `ems '� x # 986,00 X denotes Existing Spot Elevotion h <br />FLu COODPLANI X5. / FF=989.36 denotes Finished Floor Elevation j y 00 <br />l 9� • • • r • if i 18RGARpy Fr e # „ denotes Pre -construction Silt Logs m <br />?*,',`� r �\e[�J�/��T denotes Water Valve O <br />1 !T/"'��J 1 B denotes Hydrant o y <br />AreOV3,042.* SF. to O.H. W.L. Ar ® denotes Sanitary Manhole o a <br />X931.02 A v <br />� X931.26 / Q denotes Deciduous Tree <br />ear ,�y «\ "b✓;� _,-S.r y Lere J \ — 55 — denotes Sanitary Sewer Lines <br />?� l`�� 7� — x — denotes Fence Line y <br />- — - denotes Building Setback Line ° em <br />'To Front = 35' <br />\ <br />X931.J4 <br />Side = 10' £° Q <br />`\RipRop i7�c4 \ OHWL = 75' <br />92 <br />Concrete t ¢ ^ c o 0 <br />Retaining- <br />\ N\ wall 0 4i <br />y a <br />a3e y Y 9�t Bq / •'Edge of Cano1 U O C <br />i <br />°% N� <br />I! <br />HARD FACE <br />PUBU OAD <br />so.0 ameRr ttWrea lac <br />w„� a <br />\ rrE s..xr rowmc ucsrarw. 45 <br />6' MIN DEPTH V °�,�vm ourxr <br />1'-2' WASHED ROCK sox' a s[au[nr cavma fa °� <br />GEOTE%TILE FABRIC <br />UNDER ROCK (� aerhje <br />o�U <br />41�i1 4 <br />a Qj = <br />O U � <br />0� q m <br />O <br />j Q LID � N <br />OZ� <br />� Q S <br />BIOLOG DETAIL J � <br />PROPOSED HARDCOVER CALCULATIONS: <br />AREA TO OHWL I 33, 0421 JSF <br />AREA <br />Proposed House <br />3,842 <br />S.F. <br />Proposed Deck <br />80 <br />S.F. <br />Proposed Porch <br />218 <br />S.F. <br />Proposed Bituminous Driveway <br />3, 161 <br />S.F. <br />Proposed Retoining Wolls <br />47 <br />S.F. <br />Existing Shed <br />101 <br />S.F. <br />Existing Bituminous Driveway <br />145 <br />S.F. <br />Existing Pavers <br />15 <br />S.F. <br />Existing Screen Porch and Steps <br />277 <br />S.F. <br />TOTAL <br />7,886 <br />S.F. <br />X HARDCOVER <br />23.9 <br />% <br />