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<br />< SE corner of aov{ Loi 5, Sec. 10, -�
<br />Z", _ r. 117 R.23
<br />E. e ot` C�ov� Loi 5, Sec. 10 anal �7� '' t r �` `� ''
<br />I1n
<br />IIs extension {'f '.... LJ
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<br />o f 1 S i ,' , L. BAY ' L. ASjO°O 19 W 0 -
<br />?o ; = 40 2/10.00 ... _ 30
<br />.....1651.00 ..... _....
<br />849.60 ----
<br />Line
<br />OUTLOT B
<br />ro _,I c•, •...._1 o is
<br />' .y575.00 '-' 197.65...
<br />Oo 240.00 r r 335.00 1
<br />00 Drainage 6'aseme4 �;\ 30A 1 i No o/ l9 E I �u I I 3
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<br />L=29.97
<br />c = 29.52 -^ �.::::... - l 180.00
<br />/ \ 3 / D=34°20 23 6t6'b rI
<br />83.00 :` �2/oego O�4i 1 O 33 33
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<br />Q) ` morn (6 40- c°► I� •�C�z---� \•, 000„ �o ..... �: o o•C line of Covt Lot 5 Sec. !O ;:�
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<br />U� C6_ _ _ _ _ 2_5_0.0_0 c � O I I� 0 0 ,./!i // . \ _ 426.00... _. ,.
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<br />�- Nt�oo'Oo"W aQ °�,�� , I I �� 8 ,h�. o .� \ ---- --- -- 56.56 �....
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<br />Q'o :0 .. --
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<br />D"3 2j9.62 I I c?8o4 / / ��� 6tK' No°o/'19"E� R•;300•p0 I (Sou 9j 5.00 �� to
<br />(D� L' 1g 9g C-195:. =.
<br />I N�C
<br />C) TO A=71°23'201 ®•6B / / 3 06 °p°1 209.11 33
<br />94 0 CND. BRG. = o / 2 5 g of /
<br />' A �9 25 /8 20„325 / / / L 1$ 0 2+5 ✓ L' I
<br />o LC,3 ��� a=76°00.00„ R,2 po
<br />LLJ36 _ L=670
<br />.. >S D
<br />� IN L' - 67°39'306 2\0 / 4� 7600 , _ rJO O° ` gt I:' 195.00 J 33
<br />% ) .� , ; ©;3 O 00,00" Q=2 SOUTH
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<br />\` a=76°00'0® IA► 32 $'' �.�` I -:-
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<br />No p - 1 %m0 �`2363p .. C,1 002 I O O
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<br />d o� 0 (dQ 6o >✓ , �6... F`i:: / \ /')O o0 .4 _2_65.00 I O Q'Q'N C
<br />% I� 2 �(p Q :m>8os / Q ..• )A <"'*" a �/ /�JJ }30 x\,90 ill of 0------ ---------- J N N N =
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<br />W J I �k
<br />1 N , �s Szs4. O`er i0 1 I �, ..... ::� 25.00 6g.64 G� 0202
<br />°�oQ�,6`6, I 1 til 1 fico S16°20'0011 L' 68.49 ,�
<br />V
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<br />c, 11 1 11 ro
<br />3 \� i' \��� 9g �' �1 L=191.09 =189.03 / /� N �..� C =5 o!0'31 O° �� N
<br />S 2500 33 i
<br />/P 9�6 \ ��..- •• �-255.25 8=39°00'00„ R_ Qr O
<br />1 +O 3> i .r R4�/ G O 3N Z O
<br />\ \ 2°/ 00 •3• o L = 375 • _2 4=86000 CO � ` C
<br />1 i s9 i 20�c �/ W °' c
<br />v. \'�'i \ // �� 0v 4\C`- 221-- 2 i 0°� ¢' ♦ Z 3
<br />\ Orarnc�9e \ SO°08'30"E / / S8o0 '344 22 ` �=39°00'00" Q2/6 9j � C-Ik+` J Z �° oQ
<br />Easerraen '�''. 0 T O° 32 ® O W
<br />f 90_00_ p o 11 Soo 0 U TL 0 T o 30 00 0 = I /
<br />\ .•• a �. -586
<br />JVORTII \ -Survey L me
<br />_ _...
<br />••.195+ ••. _..: .._74.44 :•' - 1284.83 -.... /
<br />...... (317.83 -•--- �....::.•'
<br />1-NO°12'27I'W So°o8'30"E�'
<br />Meander Corner
<br />Mennep ;n Co. Mon. W % corner of Sec. 10 T /17 IQ. 2.3 I. line of Cove' Lol 5 Sec. 10 once � i J AtennQepin Co. Mon. ifs extenslbn northerly Sly/ corner o C�ovf Lo 5, Sec. /0 Ld
<br />its
<br />SCHOELL MADSON INC.
<br />ENGINEERS SURVEYORS • PLANNERS
<br />100 50 0 50 100 200
<br />SCALE IN FEET
<br />0
<br />Utility Easements are shown
<br />thus: Being 10 feet in width
<br />and adjoining right-of-way
<br />lines as shown on the plat.
<br />Drainage and Utility Easements
<br />are shown thus: Being 5 feet
<br />in width, unless otherwise
<br />indicated, and adjoining lot
<br />lines as shown on the plat.
<br />o Denofes iron monumenf
<br />The eas> fine of Gov/ Loi 5,
<br />Sec. 10, T.117, Q.23 has an
<br />assumed bearing of-
<br />BENCH MARK:
<br />Spike in north side of power
<br />pole on south side of Hennepin
<br />County Highway No. 51 near
<br />southwest corner of plat.
<br />Elevation = 959.81 feet
<br />(NGVD - 1929).
<br />Highest known water elevation
<br />is 930.51 feet (NGVD - 1929)
<br />according to the records of
<br />the Minnesota Department of
<br />Natural Resources.
<br />Water elevation on August 23,
<br />1984, was 929.23 feet
<br />(NGVD - 1929).
<br />SHEET 2 OF 2 SHEETS
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