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/4000,3q E
<br /> BREAKER ° WA Y
<br /> � 24
<br /> 1 0 TRACT N0, 3452
<br /> 25 ° 25. SUBDIWSIONS OF SAN JOAQUIN COUNTY
<br /> SEES SEE SHEET 88 FL VER SMIR W
<br /> I HEFT 7
<br /> N
<br /> N �+
<br /> 128
<br /> 118�, BEING A SUED/VISION OF A PORTION OF THE
<br /> I N0 117 116 115 114 113 112 NORTHWEST QUARTER OF SECTION 5, TOWNSHIP 2 NORTH,
<br /> 161 S. I +� -''' N 88'49'23 w 335,pp' W RANGE 6 EAST, MOUNT DIABLO BASE AND MERIDIAN
<br /> 120 : o� , 87.02' 77.98' , y`•- '� CITY OF STOCKTON,
<br /> Z 5500 55.o0 60,oo' o + 129 SAN JOA QUIN COUNTY, CALIFORNIA
<br /> N8557'37"E S SEE NOTE 8� ,?; SCALE 1 = 60
<br /> 188 100.00' �� � . ;w W SHEFT 2 '� z THOMPSON-HYSELL194 �; N ,� ENGINEERS
<br /> I 1 y 107 �� 108 0 zg 109 0 110 S 111' �`° A D/l//S!
<br /> (,� " I �I 121 , o °' ^ g � $ ��� ON OF THE KEITH COMPANIES
<br /> N85-57'37 E $% �'���, 7O Z o o _'�\_, ,, �Rl� 130 -
<br /> ' � $1 -. Sp N 6.27'.� � �c� '0 � 6�
<br /> 1016 12th STREET MODESTO, CALIFORNIA
<br /> 100.053348" ~: N4574 27"E,
<br /> 0 �
<br /> i 1.5 ..-•10 PUE 7.19••••.... O I 0, #5
<br /> E R� OC TOBER, 2004
<br /> N85�737"E 93 2 3�r,70 91 -' �- - -f - '.� . �� 79 � g 22r.�
<br /> 195
<br /> l t'� 10!100 $ ss�2• 1 55.42 80 N86 5
<br /> X 106 96 N88.49'23"W 116. -...; O
<br /> o 0 69
<br /> .
<br /> 0'*** N88'49'23"W `v 221.99' `V 3f `I 1i�26 N
<br /> N 187 1N I �` 122 $ , 8g�3�0, 94 - - 0 0 NO 7ED0
<br /> . .' w
<br /> g ���� t 42 N A W CREST LANE 86 83 84 �,
<br /> . " N8849 . o . No 0
<br /> .. z
<br /> MY N89b616 E 23 W 190.88
<br /> _ _ _ REFERENCES
<br /> 1 •� N855737"E z 113.28' z 25' \ - 99.29' - 91.59' »E R �� 25' - SEE SHEET 2 FOR NOTES, ,
<br /> r��, 100.00 •+► 95 o I f'••N45*08'26"E a,�~ - p156 6,-� t 82 LEGEND AND BASIS OF BEARINGS.
<br /> 196 a 0 7.20' " ' _ 51$ W•'' r ,
<br /> w ,�. Imo„ 105 N� N� 92 91 N4 s 69 Qg"E 81 25
<br /> N8557'37'E c3 •�► c„ 123 ` .5 ' J 80
<br /> a , $ w cc vti SEE NOTE 8 "'. SEE NOTE 8 N84-(R) 87
<br /> 100.05 l I N` ry $� " SHEET 2 SHEET 2 0
<br /> w � N89'17616 E � N89�6'16'E N8852'37"W 89 LOT AREA TA&f:57'37"E 119.05 97 , GRID WORMA TES.
<br /> z N85 °>n o =.25 •`..,, 108 56 102.91 25 25, LOT SF
<br /> 100.00 ^, O o
<br /> N 2208123.916 N 2207618.535
<br /> N co co�,, 104 �� •`r I�' Ch� �+ ." Sp 3, 40 ': : 85 6947 24 = E 6318452.329 39 =
<br /> 197 $ 0 w $` 93 ^, N, 90 , 86 6535 E 6318490.501
<br /> � N 2207928. .
<br /> co ,�, _,,, � � :.,�c.� ►v ,. '� 1 87 6709 - 451 N 2207773 955
<br /> y 186 �'r v N89V6'16"E " o z 88 6470 _
<br /> ; cw N89V616 E .. z ]s► 25 - .¢p -
<br /> E 6318448.314
<br /> � I ` 117.16' ti 112.26' N8852 37"W � `o� � 89 6148 E 6318461.167
<br /> ,a, 108.86' o �;rj 90 6127
<br /> 124 co ecoc„) �„ +; 91 6209 26 = N 2207873.441 41 = N 2207428.425
<br /> if 6318449.202
<br /> E 1 -b $ 103 ti g I 94 r+ �` 89 o� 92 6751 If 6318202.675
<br /> 198 N85-57 37" I ,C " o I o �" `° 1 c �' 82 93 6073 _ N 2207873.291 _ N 2207878.150
<br /> 100.06 Q N89V616 E " 94 6276 27 - 42 -
<br /> E 6318480.8
<br /> 'r. N85:57'37"E 114.14' w cam,, N89 0616 E N86 52'37"W 95 6480
<br /> 23 E 6318195.647
<br /> oo` `� 100-00,
<br /> p p•p p, o � C� � 115.97' 114.71, •. ~� �,C 96 6684 = N 2207873.590 _ N 2207433.340
<br /> v 1` Z � c� 4° 97 6887 3t 43 -
<br /> E 6318417.
<br /> 185 � � 102 �'' �"� .a -► ' �° i-.1"r1 581 If 6317951.719
<br /> $ �g ' $ I$ c'" 95 'N' 88 N4 v , 98 7760
<br /> ,. z �,� $ti N oo � 99 6322 _ N 2207422.739 N 2208087.395
<br /> l �I , " y �� 25 83 100 5662 0If _
<br /> � 6318493.013
<br /> $,� 125 g N8971616 E � � � ti N891?6'16"E " � if 6317905.527
<br /> N8557'37E 111.12 ( co I N8652 37 W �_ 101 6028
<br /> 119.67' ' 0 102 6195 N 2207557.018
<br /> 199 100.06 0 o% N 120.55 25 39 38Q--
<br /> N8557'37"E
<br /> $y 103 6361 E 6318495.648
<br /> 101 �� $ i' 104
<br /> 100.00' I$ $� 96 �w N 87 98 \. 105 66
<br /> 1 385
<br /> 1`.1° 1 " iv ? -N89S' , 1 106 10467
<br /> , $ $ N897J�616 E r�,% N89V6'16"E N »6��"- 1 10 84 107 10686
<br /> 184 c�� 126 00 108.10 •�- 123.37' 8852 37 W 108 5763 CURIE DATA TABLE.
<br /> -6 , r`�• I v � 121.58' 99 25,•o-•25, 110 5359 NO. DEL TA RADIUS LENGTH CHORD CH.BEARING
<br /> 100 c I,, .p o cn $ o 110 5500 , " , , , ,
<br /> • r�-• I .. 79 0152 20 775.00 25.32 25.32 S0074 27"W
<br /> 25' N8557 37"E $ "'' �$ ;� $� e 97 N ` 86 111 5993 " , "
<br /> 200 ,37"E 100.00 N89b6'16"E N89YYI6'16"E Y 10 121 6500 80 0472'15" 750.00, 55.03 55.02 SOO5531 E
<br /> N8557 SEE NOTE 8 105 08' N8852 37"W 22 6500 07'39 40 750.00 100.28 100.21 S06'S128 E
<br /> 123 6500 82 1151'55" 750.00' 155. • ' "
<br /> 98.89 I w SHEET 2 SEE NOTE 8 127.07 ,•: 115.99' =4i �W 124 10649 , " 31 155.04 SO4 45 20 E
<br /> o� 127 '" �+ SHEET 2 99 yN cn� 3.15 ;w + N + '"� 61 83 014843" 1000.00 31.62 31.62" S89 43 45 E
<br /> .•N " �" co 00 �'' 98 ,ch g SEE NOTE 8 85 '" .�: 125 7500 84 0148 43 1000.00 31.62 31.62 N89 43 45 W
<br /> 4627'32 W �+ " �co 86 00'14 21 1025.00 4.28 4.28 S8856 33 E
<br /> N45V6 47 E " SEE NOTE 8 N SHEET 2 S� '� A 126 6500 " "
<br /> R+; � y _6.75 �! N445313 W SHEET 2 A coo N46�7'21"E o " 127 7261
<br /> 4: 25 95 84 - _ _ 719•••....� I 6.95 _ ...10 PUE "� Z 87 047525" 775.00' 57.58' 57.56' S0774'34"E
<br /> - =25 25 '" _ 7.p7••....• N 175 7510
<br /> T__ -
<br /> 13 - 96.69 � �' / 126.4d-f- - � - � - � -''-�
<br /> E R N 88'52.41" W f 110.99 25' 25' 176 6935 88 0179'02" 775.00' 17.82' 17.82' SIOV I'47"E
<br /> 143\N8178'02'v ( 0 92.53 �...+ N 88'52'41" W 231. '
<br /> 177 6799 89 05'3427" 775.00' 75.40' 75.37' S0754'05"E
<br /> 90` 0�'"" N _ _ _ N 1 41 N " ^'�in j ;n 178 6799 91 0975'35" 90.00' 14.54' 14.53' 58471'36"E
<br /> f3 @ ••••-- '° _ N 88'52 41 W 7_75.35 N N 179 11011 " , "
<br /> 1j. 1'44"E 12 N 251.02 SWA�NSOyVS ••~ %-~ 290.41' _ ° - 180 8226 92 26 48 Ol" 60.00, 28.06' 27.81 p S87ti211 W
<br /> N815 ' ®-••••-- � , " HA STREET cn 93 3923 27 60.00 41.25 40.44 S5356 28 W
<br /> 50-00 `� N 8852 41 W 415.10' N } N 181 8045 94 40VI'44" 60.00' 41.92' 41.07' S1473'52"W
<br /> 201 182 j 41.68' -?8s8' _ _ �fo.�4' _ _ _ ' _ _ ,
<br /> --••••. 182 10705
<br /> 68.00 6 00 69 36 71.02' 183 6325 95 0422'19" 60.00' 4.58' 4.58' S0758'10"E
<br /> " `' 10'PUE " 184 10637 96 11035 31 60.00 115.81 98.65 S45V8 26 W
<br /> 8.32"-�� -N4352 39 W�"�
<br /> FOUND 1 IRON PIPE,...-•• „ :w t„ 7.07' �u ;� 185 7504 97 0975'35" 90.00' 14.54' 14.53' N05'31'32"W
<br /> TAGGED R.C.E. 1014 'h '� °' •_ ao o v, , _�" �- '� "4 % " , , "
<br /> '� o � ao o 98 10 37'35 275 00 5100 50.9X N0522 30 W
<br /> R5 R6 R7 R8 R18 R19 75 Nos 186 11418
<br /> ( )( X X )( X ) �`��, 181 p N A °' ^ v4 ^ 9c "" °a SEE NOTE 8 `8 ,N eF 187 12255 , , "
<br /> PROP �� °' 180 0 °' 179 A v, 178 A o°'i 177 A °' 176 A cn SHEE"T 2 +^ A A+ 6Q 99 0171'06.V275.00 5.69 5.69 N00 3150 E
<br /> PROPOSED 100 11'48'41" 275.00' 56.69' 56.59' N04'46'57"W
<br /> 0 0 0 0� o, N?? � Z
<br /> _ Z Z Z ' z `sS:2B" 101 11'48'41" 300.00' 61.84' 61.73' ' ,
<br /> 12' SLOPE EASEMENT-. ' N04 46 57"W
<br /> ` _ 4 SEE N07F 5 _ •� J7.39' 625.71, Nip- 25 25 129 0975'35" 90.00' 14.54' 14.53' S8629'31"W
<br /> �- -, 117.60 84.20 4.3 F'••••.
<br /> 110.14 130 4253'08" 60.00' 44.91' 43.87' S76.41'42"E
<br /> =.,�� mm� 68.00 68.00' 69.36' 71.02' 30' 30'
<br /> 0 131 46.33'10" 60.00' 48.75' 47.42' 53158'33"E
<br /> N �'�'40" W (287.67' ""'''` � '••• N8852'37"W 1327.92' 132 1355'09" 60.00' 14.58' 1 "
<br /> N4�2'19"W 4.54 S0144 23 E
<br /> 9.98' 133 10321'27" 60.00' 108.24' 1 94.15' S4627'32"E
<br /> -' FOUND 1" IRON PIPE, 134 0975034" 90.30-' 14.54' 14.53' N00'3524"E
<br /> TAGGED R.C.E. 1014
<br /> (R6)(R7)(R8)(R19)
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