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<br /> �/ HARDCOVER flD FV<c,-1=1:___ J?io Irk...°` Sao
<br /> 250+ 2875SF 75-250 = 23790SF 0-75 = 9800SF 10'
<br /> X30% = 958 SF HCA EXI riTG. , - \,
<br /> EXISTING HOUSE = 1344 SF HOUSE = 1075 SF "ou E - \
<br /> DRIVE = 6560 SF DECK = 260 SF Q,,61\\ °,
<br /> DRIVE = 340SF/1 1.8% RWALLS = 60 SF PATIO = 650 SF I
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<br /> TOTAL = 7964 SF/33.5% RWALLS = 30 SF
<br /> PROPOSED g„
<br /> Axl 9.5 r \� o 7
<br /> TOTAL = 2015 SF/20.0% \ ow
<br /> SAME AS ABOVE PROPOSED .ear- 24_ .ion �>
<br /> ADDITION = 1210 SF PROPOSED �: .- � �o
<br /> DRIVE = 2800 SF SAME AS ABOVE .Y2-..‘"o z°' ` F tioM
<br /> ENTRY = 105 SF r o..kswo 33E \\ o p�u`ni
<br /> TOTAL = 4115 SF �a' 1-551,•;' W,\\ m -IZ
<br /> I +EXIST HO = 1344 SF 20 z�,5 xeisc " \ E O \\ z Cw M
<br /> t TOTAL = 5460 SF 23.0 % L � 1 9'' x ` wo
<br /> �� c 9330,1\\\ 1. �z��1
<br /> 0 39 60 (-2504 SF) ° _` 44 I
<br /> SCALE IN FEET ;26'. .,S).!:7--- -..-_,e,\- _ J,\ ' I A\ `D I I� >90
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<br /> 5`` _ — ' 1 Ul I I I� II (� .4-0in
<br /> 3 ' - '152 r5 I,. 56 ' 1 t0 W Qf
<br /> +g91y = EXISTING SPOT ELEVATION. x h i � ,f< x I Jr.e'- - 1. to
<br /> � F 1 610 y.� o
<br /> X(998.0) = PROPOSED SPOT ELEVATION �� /• e- O ew- c�%c�-- 34.0 a q F: x113`' T i HI -o
<br /> _ 45 0' .1C- • ',0 - 4/ I CCC,,, O� O
<br /> oN ' O . �,�p i cx151TIN�� . � 4I i i
<br /> = DIRECTION SURFACE DRAINAGE �� /0-4yY ,SP �+ HOJSE xaE� rni I� I I
<br /> .a r- a. Joe`-.. 944.0 4:.,,•_.-ti,
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<br /> 40 e 92'.' E�. REM�ING DRIVE; y+u \ J I
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<br /> , 733,......_,,;
<br /> 0; m� / ,9 - p ,_,.� LEGAL DESCRIPTION: L.
<br /> 9' v TRACT A, REGISTERED
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<br /> :p%qi Ni rµF_ 5' N LAND SURVEY NO. 131
<br /> \ 2'Y1„,.,,,Z.;,„..-- zx ” "`` c'''
<br /> a y HENNEPIN COUNTY, MN. Y i 6�
<br /> R_50. \x 26 ADDRESS-2606 W. LAFAYETTE RD
<br /> 4 °20, / P 943' � PID#
<br /> d= �',: 4 -�:� �, ° 51 E \ 21-117-23-21-0001 $ 1 1 .T:,0.-
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<br /> =36.0 ,7p.E , . / �g 1Fit �o a '= ii
<br /> �� �` s 7 ` aRNE ,1 E'. - 0 ri fiENCHMARK ' x CO w oWm�
<br /> �r� O - -o\ .., e TOPWEL943 7 LOT AREA = 36400 SF/ 0.83 AC z a°
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<br /> P R0 SMHQ '7,4915 , N 2
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