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<br />0 30 60 90
<br />\~~id\~~-d~:!?~@?~!-,
<br />SCALE IN FEET
<br />i-.,.'l.~ = EXISTING SPOT ELEVATION.
<br />X(995.0) = PROPOSED SPOT ELEVATION
<br />,.,,,_... = DIRECTION SURFACE DRAINAGE
<br />'i s\os
<br />t: ""H'\ I? l I· V
<br />EXISTING AND PROPOSED ELEV A TIONS
<br />GARAGE FLOOR=942.3 .
<br />TOP OF FOUNDATION =942.5
<br />LOWEST FLOOR=935~
<br />NOTE EXISTING FOUNDATION TO REMAIN.
<br />VERIFY ·AND USE EXISTING ELEV A TIONS
<br />PROPOSED TO FIT EXISTING FOOTPRINT
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<br />l'o.,~"'I'-: .. /r:./1_::.v &/usf~S~7-':JP y ,{/ / / ~..,, /~/ ,,,--:;,-~~PART OF LOTS 5,6,7,8,13,15,16,19,20,21,22,23 :::--.J Q:::: Qj =l':
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<br />~ .,.-/ / / AND 24, OTTOVILLE ON LAKE lv\lNNETONl<A ~ kJ Lu ~I),··~ j. ~-.,. (i_-t-15 0'?9}:::--v, I 9 i / / < , . ..r 4-wcf 1,.cP ?',s"l9-o /~/ HENNEPIN COUNTY, MN. 0:) Q Lr) c_j
<br />-1--.,. .,. 2 \. "-""'c' ~-~~~o r'l-\/ // ;(' J / / g;'l.S1;P .,.-A/ / LOT AREA TO OHW= 41220 SF/ 0.94 AC I'( ~
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<br />/ \ fONc 10,? Y,i':-;;\".:_.,-/_.,. f',-\ }' h.o"~,11 a,')" / /I X 25% = 2857 SF ALLOWABLE HC · 'I::: 1
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<br />:1?.,11.?'--\ I /1~r:i!fi · · . ,. -o"·. REQUIRED HARDCOVER REVISIONS a t: '"!~ ~ 4:-1Q'.'; / / ,.P,--:""'----1 J...--::-· 4~ ,, ' cf[;· g ~ §~5~~~"'
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<br />·1 °\r:~"~~, ,-~--~-P r:fiY· '1-\)I""' REMOVALS g "~~~·-,ii§ \ • -.:, -~~-('_ ,....... . J --. /-. .... C';::;.~ . I (o \/ ' .-oa'!.-•l,1"10:,IA-.;,,. ~~...,.,,,... <-,1~ ~ d --~--c........ C·f <01.1,1--.,~~
<br />~ \ / ~:-_t? ,,,.....i .2' 2 ·_:.,.P,_t· -j?~· ; ..'·\ S-c_ ,,\o?-0 ::., ·, , . Driveway ( side along garage) = 5 O s.f. ~ t ~;ti
<br />. ·. ,. 0 I .• ? '-~::u ..,-::; .. ;;,--aAI -:, 0/r,._ II/ A . l•I I '=:sJi5""-'\"
<br />\' ... '· t':v...,.-4-i~#-~ ----.· i\JN[T ·\Jr\ S1dewalk(changetostepping-stones)= 97.5s.f. =d i§·~4\\~
<br />J • ..,,?,' --cPOd·7 / -Ml, \ T t 1-ft !£' ,-[§.,;: ' cc ,'} -,,.{\:f~:-1/ LA,k,c . o a -147.5 s.f. =-:;J; ~~~~;~ \~
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<br />ADDITIONS
<br />Proposed 12' x 12 Shed=
<br />Net Hardcover Reduction=
<br />144 s.f.
<br />3.5 s.f.
<br />CJ1
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<br />0
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