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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 /ST <br />99j <br />0 ]0 d0 \ z" / 4�� O <br />Feat � \ � �9 O � � c� \\ • 0 D_ <br />Shed Coma <br />.-i4' NE or Llne <br />PROPOSED ELEVATIONS �q N <br />TOP OF FOUNDA ROM = 941.33 \ / 1 J 4 I a 2� Jam\ �y /J / / sy \ + _- ?sad cq / !D °0; N N <br />GARAGE FLOOR = 941.00s21. <br />BASEMENT FLOOR = 933.50 g Y <br />931,50, 9J1.:, JJ. W6rm O p n <br />Property Description: I I / \ ^ yo+ \ / o I b k <br />Tract A and B, REGISTERED LAND SURVEY NO. 1 sg ,0 9h• / X931_ <br />500, Hennepin County, Minnesota, according to <br />the recorded plot thereof LL1 `J Xs3G56 \jam \ �9J, TRAC�f A 21 ASH/"� <br />V O W o <br />Rood Easement p 1 Son. MH <br />Surveyors Note: ' Doc. No. 544834 ASA/ -Rim 932I8 9JI.c <br />r INSTALL i MAINTAIN 9, Inr925.9 4�� U j <br />Easements shown are from the Certificate of ,� / F u) <br />Title it appears that other easements exist, but '9w, CONSMUCRON O / 217ASH O19"ASH <br />they were not provided. ENTRANCE <br />UU JJ 52 <br />19'ASH ! <br />VOLUME CALCULARONS 1 5a aOQ A '932 - XB3173 Box <br />CUT VOLUME = 106 CY - 4;ry <br />93 y <br />FILL VOLUME = 1,117 CY <br />�r <br />NOTE: Cut and fill volumes were Eosem <br />generated with Civil 3D software J v's Ae�Edge or Co- <br />generated <br />the existing conditions to the �- a ry0 ^ ds 477771 and 54483e \ <br />proposed conditions using the OHWL % d' v� <br />os o LI <br />lower boundary. a y� <br />CCU }N�,ate <br />M Pe, <br />�o' d OPOSEOVEWA �y <br />\ <br />933 J9 <br />WELL <br />2.0 <br />Qaayf, 8.76�... <br />r•(�v /�,I 1 :._PROPOSED RETAINING <br />W <br />WALLS <br />/PROPOSED >, z <br />ARVORWTAE m <br />\ ,('�` A� '.�. y 93� y�D�, i-� Sb ,�1.00 �(r LEGEND IQ <br />-V <br />eg Y <br />� —IOIO— denotes Proposed Contour <br />+`+`+ 'S -7 /0175 X denotes Proposed Sot Elevation <br />: b +.4� ry0�:/g32� h.s5, ai art , A Ate e P P <br />rr^^(( f ('`>' �� denotes Proposed Drainage <br />/ .ty % �C(7:Mgai6' ` • ` • `\ -i`/ •�i.. :r g K 1�. Y~ 0000c, denotes Proposed Retaining Wall m� N <br />\ /l +++�,++++,* +rr / x h K . - e / - 988 — denotes Existing Contour C O <br />+`So + `+9 . K % r,an 9es. o0 x denotes Existing Spot Elevation y <br />93F1.$4j(� . / CY FLOOIDPIAIN h �...` v' X9,i1. 6 y 1 <br />o A FF=989.36 denotes Finished Floor Elevation <br />.�y. , +. ...c�MiRCA DpY (TO BE /�-..\ / yi OO <br />9 "'� + + ' i OLWE BEFAP£ FLOOD � �r� � \ -0 o denotes Pre -construction Silt Logs <br />� O <br />�\ ! , \ ♦� ���+i+♦ PLAIN FILL) jJ�� ///'� br (, �Oh / pd denotes Water Valve <br />\ �\ �4kw T1 \/' C B /�� \` 33 tr denotes Hydrant `o m <br />AreO� 33,0423 S.F. to O.HW.L. �I // F�R.L�L� ® denotes Sanitary Manhole o a <br />X931.02 /� v X9J1.26 <br />�\ '�59. \ / 0 denotes Deciduous Tree E c N <br />_,-5ar y Line �, \ — 55 — denotes Sanitary Sewer Lines j m <br />x — denotes Fence Line y <br />- — - denotes Building Setback Line <br />'To Front = 35' y E E c �i <br />o \ Side = 10' £° Q <br />`\RipROP OHWL = 7$` <br />92 U, m p <br />ear �j7 \ Concrete <br />Retaining- <br />wall <br />y a <br />..,Fags of C i ana U O C <br />i <br />°% N� <br />I / <br />HARD FACE \ <br />PUBU DAD <br />�oameRr ttWrRa lac <br />\ rrr suxr rowmc ucsrarw. 45 <br />6' MIN DEPTH V ,��1�oEr w•o�exr <br />1'-2' WASHED ROCK sror a uau[n1 -- 1. <br />GEOTExTILE FABRIC <br />UNDER ROCK (zwjx <br />41�i1 Q H <br />-,Jos <br />= <br />O U O <br />W <br />Q Lr) N <br />z Tf <br />6i bo <br />. O Z <br />N j � <br />BIOLOG DETAIL <br />PROPOSED HARDCOVER CALCULATIONS: <br />AREA TO OHWL I 33,042E JSF <br />AREA <br />Proposed House <br />3,842 <br />S.F. <br />Proposed Deck <br />132 -BO- <br />S.F. <br />Proposed Porch <br />218 <br />S.F. <br />Proposed Bituminous Driveway <br />3, 161 <br />S.F. <br />Proposed Retoining Walls <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 />1324 -FS- <br />S.F. <br />Existing Screen Porch and Steps <br />1 277 <br />S.F. <br />TOTAL 8,247 <br />7,886 <br />S.F. <br />X HARDCOVER 94,g8 <br />23.9 <br />X <br />