o? 2
<br /> FNR 314 I. P. TA�aGED R 17 i , i`:; . ',; ° FENCE CORNER
<br /> 0.3' EAST" (K3) FN D. 3/4 1 TAGGE-17
<br /> � RCE 22°118 (R2)
<br /> 1 -
<br /> A172'3G '05NE - '] 93) 719.7'(K4) 7/9. 4 're8)
<br /> N723&'o5"E 601)4).73 M -
<br /> 100. 00 .00 o. 00 0.00 0. 00 0. 00 4. 120.02' 100.00
<br /> LZ5 2� FENCE ON LINE (95) o I
<br /> I 0 60 o 20 ' 40,
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<br /> I 55 nm 54 rnm •- m � m Nm o� N ►.
<br /> 100. 00' o rn 5,945 SF of 0 5, 493 SF vi 0 5,504 SF o 0 5, 515 SF o 0 5, 525 SF o 0 (�� o „W N72 38 32 E Z
<br /> N72 51 01 E '* Z o 0 o ti = °c• - 0 = °
<br /> �� I ►Dr 2 � 0 0
<br /> SCALE 1 = 40 m Z z Z Z Z �� .o� g 59 I
<br /> 00 2 F I I G 32 Gj� �3 96 L-4�9 � 5,000 SFLn
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<br /> 5, 000 S Ln � y to P(JE L=3.30' G� /�-� �► 48 I
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<br /> KEVIN _ 338.22 _ _ o -j 90. 00 0 5, 000 SF I o
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<br /> r o o �� / c �`` 9 4� ,A 8,323 SF o m 5, 000 SF o
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<br /> _ o I 5, 000 SF o 3 = s 1 .00 ZS Gj,- N
<br /> Q I w ( Ln :r u' u°'i E�R 100. 00' N rn � CD
<br /> `a , n • N . Z y I ui n N72 38'32E
<br /> 100.00 n m ti m m m 6` (n nt
<br /> -� 40 41 42 43 44 a- w Z _ z
<br /> N72 51 '01 "E N 0 0 o o o ,45
<br /> 5, 100 SF o o 5, 162 SF 6' o 5,212 SF o o 5,262 SF o 0 5, 31 1 SF o o 46
<br /> Z F lo' PcJE
<br /> co '- ti n 7, 12B SF z w� 0 56 I o V Q r✓;,
<br /> 5 o d. v 7,291 SF e� Q
<br /> O 0 10 I o ,�, Ln 5, 000 SF Ln 3 `, N V) 'w r-
<br /> o 5, 000 SF cn
<br /> Ln ti s = 100. 00 I
<br /> r k o , Q ::I::
<br /> .s N :r N72 38'32'E -I 0 `�' •
<br /> 100. 00 s 90. 48' 109.56' 10' PuE �� \ t•i.. I �-�
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<br /> �' oo - N73 59'19'E 450.80' - - 0 30
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<br /> CD N72 51 O1 E rn • 0 0 0 34 33 32 °° 31
<br /> :l:i v mo 5, 164 SF No ° 5, 125 SF No 0 5,076 SF o 5,039 SF o C; o o 0 0 - '� •�
<br /> -4. - ^ r- 1 o 5,015�SF o 5, 007�SF 000 5, 012 SF o0 0 5, 076 SF o g , ,�� N °'• co A..
<br /> 400 5,027 SF - 29 _
<br /> CZ:: 0 1.. o � s z z z z 'YI ....
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<br /> c V 5,000 SF '
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<br /> _ � G22 G21 GZo L=25.03' G 1 GICo G15 N N
<br /> 100.00 0 �• 7. 71 ' / 50.00' L=40. 71 ' L=50. 00 ' L=50. 00'
<br /> -V - Z__
<br /> o �, 3 L=50. 01 L=50. O1 ' L=50. 37' L=79. 90 ' �' N
<br /> • •• N72 51 '01 'E �'� N72 51 O1 E 97.00 _ - G 0
<br /> Z `rte- � � Nl5'42'�N R=8510. 00 L=205. 25 G 310 Z .
<br /> N72° 51 '01 'E 13500' o R=8535. 00 ' L=215. 13 ' G39 N CC4o =8535. 00 ' L=246. 08 ' L 10
<br /> Z� _ _ EUC
<br /> 0 0
<br /> E U C LID A V ENUE sv,SoLC4100 • l LC42°8' 40' AVENUE
<br /> SEE SHEET 6 w��J ,
<br /> CURVE TABLE �� F- 1� o_� � O _ TRACT 2566
<br /> NO. DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING NO. DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING 0 z U ALPINE-- AV f_N U f. SUBDIVISIONS 0 F
<br /> C15 00.32'16.5" 6, 510.00' 79.90' 39. 95' 79. 90' 573' 10'53'W C26 42'45'29' 47.00' 35. 07' 18.40' 34.27' N38'31 '44'W
<br /> FNv. Y" ,9.iP. � SAN JOAQUIN COUNTY
<br /> ' ' ' ' . '12'W C29 48.51 '12' 47.00' 40. 07' 21 . 35' 38.87' N84-20'04'W W/ T•9G Mmea. I OAKMORE
<br /> C16 0020'20.8" B510.0050.3725. 1850.3757337T
<br /> C17 00.20'12.1" 8, 510. 00' 50. 01 ' 25. 00' 50.01 ' 573'57'28 W C30 37.44'49 47.00' 30.96' 16.07' 30. 41 ' 552'21 '55"W
<br /> A PORTION OF SECTION 30,
<br /> C16 00'10'05.5" 6,510.00' 24.98' 12. 49' 24.98' 574.12'37'W C31 35.34'47' 50.00' 31 .05' 16.04' 30.55' 551016'55'W
<br /> C .M. WEBER GRANT,
<br /> C19 00010'03.2" 8,560.00' 25.03' 12. 52' 25.03' S74'12'38'W C32 03.46'42' 50.00' 3.30' 1 .65' 3.30' 570'57'40"W
<br /> CITY OF STOCKTON,
<br /> • SAN JOAQUIN COUNTY, CALIFORNIA
<br /> C20 00 20 05 8,560. 00 50.01 25.00 50.01 573 57 34 W C33 39 21 30 50.00 34.35 17.88 33.68 N53 10 16 E
<br /> C21 00020'04.9" 8,560-00 50.00' 25.00' 50. 00' S73'37'29'W C34 258'42'59' 47.00' 212.23' 57.30' 72.68' 517.08'59'E SCALE: A S NOTED JULY , 1991
<br /> C22 00.20'04.9'• 8, 560.00' 50.00' 25.00' 50. 00' 573' 17'24'W C35 01 .26'39' 8, 560. 00' 215. 76' 107.86' 215. 75' N73-34'20'E
<br /> C23 00'16'20.9" 8, 560.00' 40. 71 ' 20. 35' 40 71 ' 572059'11 'W C36 01.22'54.9" 8,510.00' 205.25 102.63' 205.25' N73'36' 12'E CELLA B A R R ASSOCIATES
<br /> C24 39.21 '30" 50.00' 34. 35' 17.88' 33.66' 587.28'14'E C39 01 '26'39' 8, 535.00' 215. 13' 107. 57' 215. 12' N73.34'20"F- CONSULTING CIVIL ENGINEERS
<br /> C25 36.06'17" 47.00' 29.62' 15.32' 29. 13' 585.50'38"E Coo 01•39'07.1" 8, 535.00' 29 .08' 123.05' 246•o7' N73"28'oG''e 903 W . CENTER STREET, STE. 2
<br /> C26 50'29'44 47.00' 41 .42' 22. 16' 40.09' N50'S1 '22�E C41 00°31'49.2" 8, 535.00' ?9.00' 39.50' 79. 00' N74'O1 �5� MANTECA, CALIFORNIA 95336
<br /> • 35.07' 18. 40' 34.27' N04'13'45'E C42 01.07'17.8" 8, 535.00' 167.08' 83.54' 167.08' N73' 12 1 S HEE 239-8007
<br /> G27 42 45 29 47.00
<br /> SHEET 5 OF 6
<br /> %�3 I
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