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<br /> MON.WfLL AT CENTERLINE OF
<br /> N 89 SCHULTE Aa40
<br /> 39 45' W 836.08'(M}(R16) •
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<br /> 17 5043 16 17 .' N 89°394 , 3500]
<br /> 14 5 W 71168 ...... •
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<br /> 19 20 487 �` r 12 _ N 89039'45" W 859.83' LANA' N �
<br /> 5 ` '��'pJ ( N 797,83, _ - __ _ •
<br /> 487 N 89°27'161 W S '..."- N 89°3945" W 749,99'
<br /> 2¢ 7 76.30' 0212 k -.,35 00' - 5340' 53.00' ^ 1 S3.00' S3 001 53.00' 53 00' _ 53.00' 5300' I 1 10
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<br /> f7 -� N6�'O35'_34' � f 1 �� �.� �,, �,, w 10' PU£ - - 899 '�W -759.99 53 DDT 53.00 _ _� 53.00- - 53.00' - Y53 00'
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<br /> .� 47 $ ' +' `a , 1 SE£ NOTE 5, SHEET 2 N 89'39'45" 800.25'
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<br /> if 455 25' 1V W 345.00(M)(R 16) $
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<br /> 4 47 7 x'o w��;,..,:�.....� - _ :�� 10 PUE N 89°,39'45" W _435,51' •
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<br /> 47
<br /> 47 N 83°23'51" (R1 "- N 89°39'45" W 360.07' •
<br /> ' J544'(M (R16)
<br /> 77.14' 33 44 `
<br /> 464.24, N 89°39'45" W N I 9 89° 9 5" W N 864.68'
<br /> 5 45 6 �Al .- I -- -......_•...._ 396.44' ....,... � �
<br /> '514 �J oo CjN 408.24' �G -- 56.00 t - (M)(R 16) -
<br /> 5 4 10 N 89°39' 11 , N (M)(R!6) ( •
<br /> �( 45 W _323.89 - ;
<br /> 4 4 f •..j41.89' 51.00' 51.00' _ _ 51.00'_ _51.00' _ 51.00' '3500e�
<br /> `off ��1 ro 2 +z 10 - 89°39'45" 331.891 - - -- .
<br /> w +� 4, �, PUEw w LINE DAM TABLE ' l�®. 9�9
<br /> `� SU��MSIONS al` Jl 4UlN COUW Y
<br /> n � �n `O�� ++ $ �+ o $ $ 1 I N DO 2 Tf5'T' /S 5 00 WCE R£AIRR£
<br /> a7 SEMiNG
<br /> ' I� °`� + °N `c�i CJ °" �i `.' °" Si °� Si °� G `v `, 1: �'l a� N a3-�� 58.DOT M R 16MARCO
<br /> °$ o. c� J 89 39 45 W 5 J.OD M R 16qgA,N
<br /> 6k ti i 2 5 N 89 39 45 W 40.00' M R 16
<br /> :h• $ ?1 ` o $ $
<br /> 6'-
<br /> V 440j9 45 21.217'
<br /> 21.217 M R16
<br /> 135.11' S8 56' 51.00' ,
<br /> 7 N 45�15" E 28.28 M R16
<br /> 51.00 51.00 51.00' 5 f.00' 5 J.DO' 55.00' ^ ' N 00T
<br /> 8 N 8 UNIT No ' 13
<br /> X4.5"-W 8. M R16
<br /> 9 N 00 20 15 £ 56.00 M R 16
<br /> N 89°39'45" W 554.6T(M}(R16) _.....: a--r-�-- �
<br /> Q 14 N 89 39 45 W 1 .00 M R16
<br /> W M TABLE E w � � � 11 440j9 4571 W 28.28T M R 16 SAN
<br /> � ,
<br /> �Q, 4 h 89 39 45'' W 8.00' M R16 BEING A SI AROMSION Of' LOT IJ OF w�S�'� �� VNr�
<br /> CURVE DELTA RADIUS LENGTH CHORD CH.BEARING '�, °
<br /> �� 12 1 10°^OCi O 1'T 50.odT 9.16T 9 i 5T N 85 0 17 4 £ NVQ• AS LO IN �'OOIC , OF S ddRATS, Ar
<br /> ���� �A c� c� PACE 24,
<br /> 2 17 2T 10 50.00 1523' 1517 N 71066 39' E S JOAQUIN �G�i� 6h7 �Le�� /N�i A
<br /> 3 -214P 11 f 50.007 24.39 - 24.15 N 76 2 f��F Y P ^ "' i QN
<br /> LAOIS 4 37 2 51�r 70.007 45.637 44.82T- N 81 099 E M 128, THE -SOU I OF �SLCnON A
<br /> 5 36 49 597' 20.00' 45.00 44.23 N 6-11,51'06"-W-
<br /> 6
<br /> 1 51 06 W 2 S.* N. 5 s Al. D. 8. .
<br /> I. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED3604.9'59"T9v r r •' �I
<br /> 6 70.00 45.DD 44.23 N 25 01 OT W �
<br /> 2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDIGAIEO 7 356 D 70.00 42.88 42.22' N !0 57 'F E / �+ ry �t�
<br /> ALONG ALL STREETS AS SHOWN ON THIS MAP. 8 146 53 51'T 70.00 178.51 133.92 N 44 33 39 W 4 I O! fMACY*
<br /> 3: SET A 5'6" WITNESS CORNER, ON LOT LINE PROJECTION � � 7 7 °^� t� QU�N �iOUN/ I� ORN�
<br /> 9 27 5T 10 50.00 24.39 24.15'r' N 14 3120 E
<br /> FOR LOT CORNERS MING A RQADWAY. (CUT "+11 -to 27 5° 7711' 50.007 24.39' 24.15 N J 3 25 5�r7 W �
<br /> IN CONCRETE SIDEWALK.) 11 22 3T 59'T 70-00" 27.657 27.4TT N 16 D 26 W A BBO rr ;• ARAGON
<br /> 12 37°29'55" 70.00' 45.81' 45.00' N 13 58'30" E FOUR'�` � l NGINEERS
<br /> 4. SEE SHEET 2 FOR A001TIONAL NOTES, REFERENCES, BASIS �' COURr A Ul�IS
<br /> OF 864RINGS AND LEGEND. 13 JT 3D D4' 70.00' 4582' 45.00' N 51 28 30' £ I'C)IV OF T1�0�KEITH COMPANIES
<br /> 14 42°-4 f7" 70.007 52.21� 51.01 T N 88 2�4 1 W
<br /> 15 05 19 36' 70.00 6 51 6.51 N 64422 ?,111W
<br /> 16 P45'41 1 70.DO 178.00 133.77 N 45 26 JO' f 1V�V 12th STNL- �► NQ� ,�i�� ���. �N�
<br /> 17 27 710'f 50.007 24.39 24.15 N 75 41 1 D W ° O
<br /> P••\M4CY\,?15�OO\ PS\2157UOf ljdwq 08/28/2000 12.•59 D.D. SHEET NO. 530
<br /> wAgAs" GUST; 2000 H �.
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