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<br />9.0 EXTEND RETAINING WALL- DRIVE PROPOSED
<br />PROPOSED DRIVE� 979. 977.0, RI VE
<br />2.2. \ 981.7 70 \
<br />-5.0' DRAINAGE AND 1 79A2 -RETAIN 2% SWAIL
<br />UTILITY EASEMENT 981.42 x 97A LL 971.20 "opo 0
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<br />2,2 8 ic L - 1.57 981.66 -CONCRETE -PRO SED ADDI PON
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<br />-0 N RI PO SED ADDITION
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<br />_3 6 PROPOSED D�l T(ONS 983.1 6.27 1
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<br />_B/TUM1N( US --g 977.2
<br />9.0 EXTEND RETAINING WALL- DRIVE PROPOSED
<br />PROPOSED DRIVE� 979. 977.0, RI VE
<br />2.2. \ 981.7 70 \
<br />-5.0' DRAINAGE AND 1 79A2 -RETAIN 2% SWAIL
<br />UTILITY EASEMENT 981.42 x 97A LL 971.20 "opo 0
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<br />-P 1 001 ON- .36 ___�o
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<br />EXIS TING LL
<br />981.W- Vv?NDOW TO WE CAPFE
<br />0- _T WELL 1 x 40 -979-22
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<br />I $,'qlk,8 CM5E TE,
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<br />Cc ko EXISTING HOUS 1 00
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<br />ORONO, MN 55356 981.41 2
<br />2 1 ' 1�1 -
<br />983.29 9173
<br />z ------ .90 9081 M
<br />-0 N RI PO SED ADDITION
<br />-
<br />_3 6 PROPOSED D�l T(ONS 983.1 6.27 1
<br />BRICK
<br />_N 3`TONE RETAINING
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<br />ON TOUR
<br />931.5 C
<br />72
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<br />0 -H- -
<br />cI t' �o
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<br />0-1 0 0 / ct
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<br />-EASEMENT PER DOC, NO. 1484,358
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<br />To.� -SURFACE ELEV. 928.9-
<br />> 11-29-04
<br />z 4-929
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<br />ju)
<br />1-23
<br />\ ,I II! 'jI1i �I I' + III!II
<br />moczZ
<br />171
<br />-1 30*0'ors '
<br />20'00'0 „
<br />i 1 11
<br />16 18 22wfflaw
<br />85.0-
<br />_6Z6 .0,
<br />50 5
<br />111.98 9.80 I 1.53
<br />931.26
<br />x930.52 �9
<br />x
<br />932.5
<br />92a56 /Z.
<br />PLATTED SURVEY LINE- - IV bylopvc &_cv
<br />CE
<br />IV 9 167
<br />(11%24-04) 9286, 0 'V � li o
<br />.4
<br />100 YEAR FLOOD = 93I.5 CONTOUR-
<br />G'ON TOUR -
<br />110RDINARY HIGH WATER = 929.4
<br />SHORELINE
<br />
|