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f)(~~rr B
<br />-'---·---.
<br />EXISTING AND PROPOSED ELEVATION_S -/_ R:=c=2-lf1;];, oo'' --
<br />GARAGE FLOOR=942.3 ~ / /f;:27°.;J<r · .,,,.--..---,:•\?
<br />TOP oF FOUNDATION =942.5 / /' L_1 a ,,,,,,-(Ii!,' L
<br />LOWEST FLOOR=935.0 1 / , -,/-~
<br />NOTE EXISTING FOUNDATION TO REMAIN // 1 / 1 / ,,;.r.
<br />0
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<br />VERIFY AND USE EXISTING ELEVATIONS , ' / ~ .. ?1l'lr.. / ~ ?' / (, .'3Jlw /
<br />PROPOSED TO FIT EXISTING FOOTPRINf ( , Pt1 ~; o 1/ / "/':?>r t_,_
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<br />90 "'"' '-.. ··, / J/ 1 / v ./' / / / (~ ~ ~ o ~ BENCHMARK 51>,Vi ·"'-, /, ./1 1 / 1 / / / j:' -{l ::J , ·
<br />TOP SAN MH O "·-k/ .,/ 1 1 /./ / / /) i..S~~
<br />ELEV = 939.9 \ ./ "M?,v· 1
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<br />'ct> ,( C (1 .-'~J04A-S ."' _,j ;f / /,. ·,,/:, 1 )Y--------i,: /< -,.....-DESCRIPTION: (j ~ -:"C j
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<br />, :v ~----;;0sf.otss7-•P y /_1 / / i> /~/, -:::,-:;;;_:~P'ART OF LOTS 5,6,7,8,13,15,16,19,20,2'1,22,23 ::-J Q:::: Qj :i:
<br />-Oi-t&--.,.._r,._ 1, 1 ',,,'l. r,,'.o tf@9:\l',\G t\l 0_ ~ ,/' 5~9 L/ / 2, ~-~ J1,-):P"'B / / / / AND 24, OTTOVILLE ON LAKE MINNETONKA ~ l,.(j lw
<br />~o\''~~ \), c:· C '/.. (i_,1,.156?°-s~ V ' I 9 ">,l<d f' I 3 ·-'°ci"),.,O", ;;•,,,»t,fo) /// / HENNEPIN COUNTY, Ml\!. ca Q ~ (_j
<br />-z_ ~-".J,5\s' er --~90 ~ 1 / '_( / , 9;2.5'1-'P _,,..,,.;.o / / LOT _AREA TO OHW'°' 41220 SF/ 0.94 AC ~
<br />t,,4 ,¥'; ~ \.'<~ ':l'\,o D'i.':✓/{,~"/ _,,,/ ·)./ 19""·
<br />4
<br />. :'::>;, -71 ,~P"' /~ / LOT AREA<75 SETBACK = ·11430SF /0.26 AC ~ ~~
<br />Ji> ,,,-7 ,F 1/ 'fONc 1~,.,, ){/oh'/-../ ,//\-" /<y ,, i.'N °'..,o/ / /I X 25% = 2857 SF ALLOWABLE HC · -..:::: -(5\ ...,,..--: l'-.J 1/ t1 ;5.0 ~_.,,.., _..,-".· , / \ 'C" / 7,o r-/✓1 / I ~ ~
<br />/ -• <I <-r1~1-/ 1 'i-9 T>'f :J-4.,,.v / 1 .' 1,P..,,. ",;<-· 1 if: ~ _,. 1-, \'l. f-, , .,,. I <\1'~ , , .>:;:"/" w
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<br />\ /_~'-.. 0;ii,' _;;,[~?J:_L 'f:,1-· °', / _,.,,..,,.-~---m'°'·-' . .,,..,.,, 7-'o·~··· REQUIREDHARDCOVERREVISIONS g ~ ~~"';~ ' ~ 'tP ,/ ~ -.. --S • J..~ ?)!{t"jf;f3j}j;'p-,,/ 'l"' g "' "-~o.~~,\
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<br />\ 1· 1..> \tfi'/\) \ •J'' s'-~t -~, -~~~I"' o/1.:~-· «/7-0/G~ REMOVALS fl ~]~~if~
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<br />(~:,\A~t,_,.~-C'-" ,cl,'..-· • • • ,Lc!~<:°\\\':j
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<br />1 -<2_)14{----~ ,>_,\'\ <c)...vs00?f'--" / . D_nveway (side along garage)= 50 s.f. ~ ~~i~~ 1)
<br />.. ~-!_,,~---?-$}¥#--? ---=-: 0
<br />.' NN[TONhA S1dew_:lk(changeto stepping-stones)= 97.5 s.f. ~ ~}~?~\~ ";3'~ LA,l(t Ml · Total-147.5 s.f. 1a !Ji;!; '!
<br />r
<br />0 30 60
<br />SCALE
<br />i-•·'I.~
<br />IN FEET
<br />= EXISTING SPOT ELEVATION.
<br />X(998.0) = PROPOSED SPOT ELEVATION
<br />_,,,,,... = DIRECTION SURFACE DRAINAGE
<br />'<sfJS e~
<br />ADDITIONS
<br />Proposed 12' x 12 Shed= 144 s.f.
<br />Net Hardcover Reduction= 3.5 s.f.
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