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FOR
<br /> L INE BEARING DISTANCE s.N. CONTINUATION SEE SHEET NO. 3 i MONUMEM FOUNa
<br /> .344. 4"E 3.05 9-3152074P9-3152074Ps 1070 R i
<br /> L 8 N 47 „E � � IRON PINS, 3/4" IN DIAMETER, WITH BRASS TAG ATTACHED AND STAMPED
<br /> L9 N 7/'00 000E e6.138' 8908214¢ 12'Z1 �� \ / vc�,. "R.C.E. 818T,5HOWN TH& -----♦-- PER M. 6 P. .30-629 30-69,8 R.S.30-179. STD. CITY
<br /> L IO tV4r 08,947
<br /> 0o'oo•E 296.06' 89082144 322 N • 10' P U ��\�� \�'., ��\ �o e 1121 MONUMENT BOX WITH ABOVE MENTIONED PIN ENCLOSED, SHOWN THUS:
<br /> L r I N 31 29 47? 31.45 89082 t 44 349 \ 1071
<br /> � 07,� s\, s, n �,,( �� s . BRASS DISC ENCLOSED IN CRY MONUMENT
<br /> _►r 0 BOX PER R.S. 29-61, SHOWN THUS: UNLESS
<br /> t_IZ N42'34'58"E 51.96 ' 9313207!0 , 8011 5F E�R��' 09 19 \ 1.00'Op a'J.d' OTHERWISE NOTED. '
<br /> cP ,-3� , 2 \ 6 0
<br /> 5
<br /> �a��� . �o_o � � 1015 1 122 �`J �
<br /> CURVE • DELTA RADIUS ARC CHORD TANGENT CHORD BRG 323 1072 �•o��� - \��0 7511 5F 9.� 1 s REBAR MONUMENTS
<br /> 4" I `
<br /> 15 9 03 43" 375.00 59.31 59.25 29.72 S 22'19'31 E �• 7839 5F p0 , \ �. ,rk , 3/ N DIAMETER, 30' LONG WITH CAP ATTACHED AND
<br /> 16 2'08'38" 375.00' 14.03' 14.03' 7.02' S 27'55'41"E oo %191k��' �o a�'c, _ 1'29 0 �`,J, STAMPED -I-S. 4334" , SHOWN THUS: . STANDARD
<br /> 17 14!03'05" 337.00' 23.83' 23.82' 11 .92: S 2558,28"E Op�� . V. ��'0 �o ,®oo! S 6 1�5 `��� TM MONUMENT BOX WITH ABOVE MENTIONED REBAR ENCLOSED, SHOWN M
<br /> 8 11 '05- 253.00' 80.30 7 9.9 6 40.49 S 50 02 40 W tL � % �'� 0 ` '-
<br /> • •00 �`� pp 1123 11t REBAR WILL BE SET AT REAR CORNERS SH
<br /> 29 20 39 49 253.00 91 .24 90.75 46.12 S 69 28 07"W ro 0 S �O_ •� O 8257 5F l / OWN THUS:
<br /> 30 8'39'13" 253.00' 38.21' 38.18' 19.14' S 84'07'38"W 32Lj r'�, a ,pdF. AG a; 2 EXCEPT AT REAR OF LAKE LOTS WHERE A NAIL AND SHINER WILL BE SET
<br /> 28-30 47'30'07 253.00' 209.75 203.80' 1 1 1 .33' S 6442'12 W c3` •p0� d� �p 2 , ON THE BULKHEAD ON THE PROJECTION TO REAR CORNERS.
<br /> 48 5'09'49" 291 .00' 26.23' 26.22' 13.12' S 85'52'20"W 'p o 6i 41 19 �'' $ 0 a'�A SET A 1.00' WITNESS CORNER, ON LOT LINE PROJECTION FOR LOT
<br /> 49 12'41 '05" 291 .00' 64.42' 64.29' 32.34' S 76'5653"W �j► '���d°��� \9\ '0 615 •� a CORNERS FACING A ROADWAY.(CHISELED + IN CONCRETE)
<br /> d
<br /> 50 1 1'48'18 291 .00' 59.96 59.85 30.08' S 64'42'12 W $�� °� �•ODp p0 \ �'�� \ 1124
<br /> 51 11'48'19" 291 .00' 59.96' 59.85' 30.08' S 52'53'53"W
<br /> o S 6 .i��9��,� ��to < 7670 5F �1 I
<br /> 52 6'02'36" 291 .00' 30.69' 30.68' 15.36' S 43'58'26"W � acs\ 9 y ���� SWC `r
<br /> 49-52 4 41 . 4.41 4 QG�' G�1 p5`' 1073 �'\ \G a 6T 19' d �, LAKE
<br /> 53 47'30'07" 272.00' 225.51' 219.10' 119.69' S 64042'1 1"W G���'(�Q��'�' �� 8158 5F*� R c�� '�� S 1�5 -� �'- �� 1136
<br /> 56 12 09'12 19.00' 4.03' 4.02' 2.02' N 22055'247W Q ��'` ' S14
<br /> 57 13'S 1 '13 1 ` ��� ,��PN v�'�r. 'o �6'�°��'�1g'OZ �/"C�� y,� \ 1125 `� 1142 •��ho ,, t
<br /> 9.00 4.59 4.58 2.31 S 34 13 36 E •� o�,;rt+� ��N�6 Q• �,w_ 65�'� 62 ''o o,� �� \� 7482 5F g2 �`•' �. 1135 i
<br /> 5$ 3'16'01" 1268.00' 72.30' 72.29' 36.16' N 25'39'59"W `F G�- o�� 11 cro cP "W "' 5.47 AC. S `b > >
<br /> 59 3'11 '09" 1268.00' 70.50' 70.50' 35.26' N 22'26'24"W % 0 G�� °►'� � �\ f\ �-' p4'2� a•o 3, �i3� �- � V;E•
<br /> 60 3'00'18 1268.00' 66.5 66.50 33.26 N 19'20'40 W �.? 325 `nr' �s 10 74' i^ \� v� _ 5 1� 00� '" ,�, ��' s •p s.�,, 1p' .�i�.�
<br /> 61 3'1 1 '07" 1268.00' 70.49' 70.48' 35.26' N 16'14'S7"W 7641 5F ` \ \ 115• -��, h�°� ego ,� A 1134 0, �, �,
<br /> 62 3'00'17" 1268.00' 66.50' 66.49' 33.26' N 13'09'16"W '� v' '1 R> 1126 �'' �' �, e��o• a`ti `? "�'p 8138 5F ?�� CRC
<br /> 63 3'11 '08 1268.00' 70.50 70.49 5.26 N 10'03'33 W 30� Z ` o(fx N 69 0g3:1a� oma. _ • 00 7482 5F � �' `' `' 1� � Oi � ,� .�2g-j
<br /> 64 3'00'17" 1268.00' 66.50' 66.49' 33.26' N 06'57'51"W �'GZO' 11 0\ o v E• "\N. 4 G�'g�° �� 1313 Z`30 H
<br /> 65 0'50'28" 1268.00' 18.61' 18.61` 9.31' N 05'02'28"W v` �� o�p' ��� 5' P V• O,Q' �'" 1S$5.2 . ocj 1133 ��� �� R �� 1 --�� z
<br /> 075 \ o �� r '� ,3g X31 ���h'� 7598 5F ha,
<br /> 58-65 22740'45" 1268.00 501 .91 498.64 254.28 N 15 57 37"W �p o - 7209 5F R� �� •� �E h s �1 �E
<br /> 66 38'40'58" 41 .00' 27.68' 27.16' 14.39' S 23'57'43"E 326 o, `'=N 1 9'�E _ 5' V. ' 1�9 • S O• `'i ♦1 1p P•
<br /> 67 61'20'59" 41 .00' 43.90' 41 .83' 24.3 ' S 7 ' 12 O9 Z 8' \� �� ' 0' P E• co
<br /> /' 90?•00, •G� ��`� L i' y z
<br /> 2� 3.58,42"E •� 113,4 �, ) S ♦, 089 '
<br /> 68 - 78'23 18 41 .00 56.09 51 .82 33.43 N 36 09 10 E 3 N X10 '°q cr 1127 1132 F .�,f'9- ,�� G�' - a 1
<br /> 69 8'57'24" 41 .00' 6.41' 6.40' 3.21' N 07*3101 1"W `o_ 1076 V � �v 8300 5F •...3 % 7022 5F ® '� ��a �9 `rte- ' O
<br /> 66-69 187'22'39" 41 .00' 134.08' 81 .83' 635.95' N 81'41 '26"E Cn o•a� 7652 SF 1� `� n ,,1 556'41"W R ,; N g9. 8S .(j �'\� 1088
<br /> 70 81'01 '23 19.00' 26.87' 24.68' 16.23' S 28.30'50 W ,n .►- w�R�1 S �' 02- •O), �� ,��1,� , �/ ,�. 9770 9F
<br /> 71 9'52'14" 219.00' 37.73' 37.68' 18.91' N 64'05'24"E �O`Q c° 0'3� C7 1 S? '� '`y♦Q�'� / '� '�9• i-'4001
<br /> 72 1547'13" 219.00' 64. 6' 63.93` 32.31` N 50'45'40" 327 S X52 18' 10 IV' °'1� 1 128 ,off �, 1131
<br /> , " 2 ` 113 CA �'t'1 x-5913 5Fh1 9 7551 5F - Oj ?, 1143
<br /> 73 1024'56" 219.00 5.41,1 5.41 2.71 N 41'39'3 6 E _ Iv �d ti ' s S J' / <<9F 6g
<br /> • " r� 'v u k'R\ �. N • •9 .Q• ,60 ��,�� / 1087 6
<br /> 71 -73 28 04 23" 219.00 107.3Q 106.23 54.75 N 54 59 19 E 3 1 �,. 1.077 �� ul �R) �wti �o?, s, gyp , �� 8767 yF
<br /> 74 16'26'04" 181 .00' 51 .92' 51 .74' 26.14' N 49'101 0"E „�, so_ 0 7213 5F 1 /
<br /> 75 20'24'59 181 .00' 64.50' 64.16' 32.59 N 67'35'41"E b o o "E R 1, W 64.11 y �1130s�F `'�� •� % �/ �6 '
<br /> 74-75 36'51 '03" 181 .00' 1 16.41' 1 14.42' 60.30' N 59'22 39 E 34'3 W Cn 53 "� ' a�P Rs / `� 3°'y
<br /> ' " N� N 7 g 20 o Id' �a ��„ ,, .5791 5F /a°` �` °� ' / s- � 570'4934 W
<br /> 76 94'18'37" 19.00` 31 .27' 27.86' 20.49' S 5 '0 " 328 N`� 1 1 1; a: o �' RX. s 1086 / ,
<br /> 77 3'25'54 1306.00' 78.22 78.21' 39.12' N 09'36'09"W o r 1078 Mlo til1'�' 1 129 ca. o ��` � / st 8525 s� , 49.76
<br /> 78 2'44'13" 1306.00' 62.39' 62.38' 31 .20' N 12"41 "1 3-W Z ` �► U�yj --� 6943 5Pfj�. �' ya'. �3 O v / � p� S 64 /7 47 W
<br /> • " 7641 St= 1J 1 �► �i, ® �9 �'
<br /> 79 2.5609 1306.00 66.92' 66.91 33.47 N 1 :31 '24 W 3 " �� /,h1'S o�S?, / •�
<br /> $0 2 56 08 1306.00 66.91 66.91 33.46 N 1 S 27 32 W � 1 W�R�. ` �' G 1•
<br /> o;� �' S 8132 ° - 11 �. 108 pop F 547'3444W .51.52'
<br /> 81 2 44 27" 1306.00 62.47 62.47 31 .24 N 21'17'49"W � 90 � 9. / y♦ �• �p�`
<br /> 82 2'48'35" 1306.00' 64.05' 64.04' 32.03' N 24'04'20"W �? 11 d-1 �` 0• ti's. �, Sir 3Co�s/ `�
<br /> • 342 p 32 9 1079 �1 ��`� '2 -� �'' �. c� ��. 45
<br /> 342 Z
<br /> 83 3 01 33 1306.00 68.97 68.96 34.49 N 26 59 25 W 00 �,OD ,g ' )•co G S -<'' /h ♦ 01
<br /> 84 0'29'49" 1306.00' 11.33' 11 .33' 5.66' N 28'45'06"W t° '
<br /> 77-84 21'06'48" 1306.00' 481 .26' 47$.54' 243.39' N 1 "W o N 7208R) ® ��, ?� 10$4 Fj / tib. y
<br /> 8 2 6,36 m Z ` S 8344 ERI ,°��° '� 1 `lo' 8794 5F 'Q 5 ��
<br /> 8 2 '44' i 0 1 .98 07.6 8.90 1 4 N 84 32 1 S" � 20'58-29"E 902,ir,�. // ��� o'� �``` �p
<br /> 86 1'37'53" 1287.00' 36.64' 36.64' 18.37 N 05'26'10"W , ,� N 78'00 8'E((R) S , - /
<br /> 85-86 24!22'46r1287.00 547.62 543.50 278.02 N 16'48 37"W 19
<br /> �� `� ♦a
<br /> 87 48'43'53" 200.00 170.10' 165.02' 90.58' N 65'19'04" '�� 00 I'-18's1 � 1 2010
<br /> '0 �I hW R `'cs 41'1083 •'��F// � , � � �
<br /> E 341 330 M c6 N S 8522 4i;'W(R) ���5 8522 4 ( ) 9790 5F/ , '�
<br /> �• 1 oso 4,.04 C q�q�c�
<br /> TRACT NO. 2477 Z `° 11029: x. /!� R y�6`9 / / �` ��\pD� �°�'�� Q'•P p���°'�\�
<br /> SUBDIVISIONS OF SAN JOAQUIN COUNTY ` +'�• 7�j 4390'oc `' `s��j �• , �D�pQs'�2 � �' �•
<br /> CENTERLINE MONUMENT COORDINATES �' 1082
<br /> N0. NORTHING(X) FASTING Y b. ��� i/QJ� ;�• 235E F��� I,p♦�0r��, QPM'Jj'�^ P
<br /> BROOKSIDE 538 278.51 1 54 1 `-'o °c� i� �0 1481 -�`'' °D v\ �♦ /01.7Z� OZ� � v „ESTATES UNIT NO . ,55.82 0 . N . _
<br /> 331 a � � 10290 5F lop 7�p cS0 Z SCALE: I"= 60
<br /> 538,196.99 1,754,561.01 0� i 65.98' --` b� G
<br /> 538,190.92 1,754,564.37 z , 177.63' Z r NOTE
<br /> BEING A PORTION OF SECTIONS 31 AND 32, T.2 N., 538,133.00 1,754,445.57 `
<br /> R.6 E., M.D.B.& M., CITY OF STOCKTON, 537,707.15 1,754,718.07 �-- *W 79.35' / ( �tc,� THE LOCATION OF A 12-FOOT WIDE LEVEE SEEPAGE
<br /> SAN JOAQUIN COUNTY, CALIFORNIA 537,670.67 1,754,721.55 586 / // P ��,� PQ•� DITCH EASEMENT, BY GRANT DEED O.R.542-112 TO
<br /> RECLAMATION DISTRICT NO. 2074, ALONG THE INSIDE
<br /> 537,672.45 1,754,743.47 / 0C ��' - �� %0 ' BASE OF THE LEVEE ALONG THE CALAVERAS RIVER
<br /> SIEGFRIED ENGINEERING, Inc. 537,776.06 1,754,868.01 GRUPE DEVELOPMENT /// 'T phi �L� AFFECTING LOTS 1082 THROUGH 1096 IS INDETER-
<br /> SiE* 537,920.44 1,754,993.13 tD A, MINABLE. SAID EASEMENT IS TO BE ABANDONED
<br /> R. S. 30 - 120 v �`D^ �0 �4 BY RECLAMATION DISTRICT NO. 2074 BY SEPARATE
<br /> STOCKTON, CALIFORNIA FEBRUARY, 1993 SHOWN ON BROOKSIDE ESTATES ���y����♦ �;?'� INSTRUMENT. -
<br /> UNIT NO. 3 AS N538132.861 E 1154445.44
<br /> SHEET NO. 5 OF 5 SHEETS (GROUND) PER M.a P. 30-69
<br /> Q SHEEr No. 5 OF 5 #5295-G-4
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