|
10A 1iAY •
<br /> Fd. 2 1/2" DISC
<br /> 5EE r✓-f1EET 4 PAglS OF BEARINGS IN MON. WELL 5S-23
<br /> FOR DETA/C N 00'25 07 E 22(l7j7.49'(M X1,766,075.83
<br /> 2277.47 FD BOLT & WASHER 2777.70'(8)5 29- ) '4 6+•50 29648"2
<br /> / REF.(A) ` •Ir�,��l R S 29-177 z R S 29-177
<br /> DRAINAGE DISTRICT 1u J . .J�J1J J
<br /> ESMT. OR-3277-647 FD. 2"1. PIPE, M. & P. 3-13 S.J.C.R. J
<br /> REF.(A) Q. Fd. 2 1/2" DISC X=1,766,059.19 FO R.R. SPIKE C
<br /> EXHIN STRM I IN MON. WELL 5S-24 Y=520,483.76 REFSB) 8 N ,
<br /> O S89'35'05"E •9-0'29'48" S89 355'05"E 2655.88'(M)
<br /> • - - - _ 2540.07'(M) 2540.0' (A)
<br /> S89'35 05 E 1139.00 M S89'35'OS"E - - - •� 85.31'(M)(B)
<br /> (!-- N69'35'OS"W 3572.50 1032.43'
<br /> 'gam /623.45`
<br /> =2 � 197 196 199 200 201 202 03 204 205 206 207 20 209 210 211 21 213 21 21 216 217 218 I lfi35'WIDE P.U.E. 2' RIGHT-OF-WAY DEDICATIO A( 9 8 7 6 5 4 3 2 f 3 44 145146 47 48 FD 3/4" I. PIPE,
<br /> Pak
<br /> \ INST. N0.89018039 1'n- 4� ` FO. R.R. SP/KE
<br /> 83
<br /> N89'35'057-W1082.00' N00°24.55"F V, 6 4r>z 14 ,R �Ip4�E e.AJIz�' 21 10 a mcg - _I
<br /> 30' WIDE ROAD ESMT. --.►
<br /> / O.R.-2399-430 I 230.00' 195 W 160 159 11 ��'�W PARK WAY 5o �0 1`7 1G
<br /> N29`16'01"W V
<br /> 115.10 I La Q 194 193 192 191 190 189 188 161 158 227 226 22 22 22 222 221 220 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Q 51 r;M 116 P .��•`�
<br /> 0 }(- "' ��Ste' D
<br /> p Q 179 180 181 182 183 184 185 186 187 162 157 Q 22 22 23 231 23 233 234 23 236 52 3
<br /> SCENIC ESMT. 177 178 �n
<br /> O.R.-2399-420 , N I �C14 ' O 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 3 204 1V"
<br /> (p O ` I � � 163 156 53 e- --
<br /> ALTA SIERRA k STREET 164 155 54 N los
<br /> �� I ,� a Z ©te.aLo G2EE{G. t�tztvt� - -
<br /> �� ^' 2oG .>,�.�►�J 1� SCALE: 1"= 225'
<br /> w N pp) J7176 173 172 169 168 165 154 137 136 F.,,, 120 119 71 70 ,L 55 00-_- j' ' lid 7kL 5 u 174 171 Vy 170 167 p 166 153 Y 138 135 121 118 Z 107 1 105 04 f89 88 87 86 85 84 7 72 69 v 56
<br /> o I 3 / 152 139 134 U 122 117 108 103 N� 90 91 92 p 73 68
<br /> Z c°/. 151 U] 140 133 U 123 116 109 102 4 93 82 74 S8 M. dt P. 30-I$
<br /> Il 67 3 RE F. I) P.G.& E. POLE LINE ESMT.
<br /> C � 59 -FD /4 I. PIPE,
<br /> t 150 141 132 124 115 110 10, Li; SWENSON 94 81 LL! 75 66 n' (H)(1) OR-612-273
<br /> P.G.k E. EASEMENT ' lL I
<br /> O.R.-965-307 L9 149 - 142 131 125 114 111 100 OIJR 60 Zit
<br /> J d L 95 B0 �) 76 65 6,
<br /> FDA" I. PIPE, � L1 148 143 130 w 126 113 112 99 � `08 97 96 N
<br /> REF.(A) \ I 79 64 0 2.12 S 00'2S'42"/4
<br /> L1,1 147 144 17 L19 1 77 62 C? O.R. 2858-659
<br /> 17.5' P.U.E. 129 127 �o. \L1,, ��\ C4 ?� 78 �� `63 iL . -- F0.3/¢!PIPE 15.05 (A,7)CG)
<br /> L1 146 145 128 )
<br /> INST. No. 89018039 O -� N89°35 05 W 97.82 L23 27 ` rn CH
<br /> \ R `'L13(R) L14 `� N89035'05"W 62.18' 124% - L25 ri _ NB¢°!,t �c .,�
<br /> V 0 N.00.25'42"E--� 224 g� ��
<br /> 85' CONST. EASEMENT C3 SOUTH (DEED)
<br /> INST. N0. 89018038 0 0 9./3' O'
<br /> lel N00 24 55 E 188.01 (CALC.) FOR CLAR/TY 5EE SI-I // FOR CLAAP/TY 5EE5HT/Q � -4 3) �:k
<br /> \ EAST 50.00'(DEED) A = 90°0000 " I I,
<br /> N 89 35 05 W 50.00 (CALC) R = 20.00 °: °= 11`lvs NI-
<br /> ��p L= 31.42'(DEED& CALC) �^ �EL` O�tej O Vs
<br /> L Q CH= 28.28 p 3 QIP � �
<br /> DESIGNATED REMAINDER BRG.= N44°35'05"W M 51d
<br /> Seo I 73.37 ACRES
<br /> DEED REFERENCE INSTNO.89038044 DEED LINE J � 5aof,>
<br /> SOUTH 461.50'(DEED) - �i N84°4853'W
<br /> I • FD.3/4 I.PIPE
<br /> N 00024'55"E 461.50,'(CALC)
<br /> Q �
<br /> 6= 93000'00" R=20.00 rn7
<br /> I - I
<br /> �Q L-32.46 CH = 29.01 t� p
<br /> S 87000'00"E 79.06 (DEED) BRG.= N 46°54'55"E I 6� �� 0�
<br /> P.U.E. IS 15'WIDE S.E. OF S 86°35'05"E 79.06' (CALC) (DEED & CALC) _ 500'27'29"W 285.11'(M) PARKVIEW
<br /> \
<br /> THIS POINT AND 1T.5'WIDE FD 3/4'1. PIPE 16s vs 285.13'(G�+)c=� ESTATES UNIT 1
<br /> �J N.W. OF TH15 POINT. w 175.63'(M)
<br /> LINE DIRECTION DISTANCE �� �9 Z I- - ' 84'48'45`E
<br /> .. �� G¢ 175.60!4 7 ' \ I M�P /7-// ti
<br /> L1 N 89'35'05" W 114.08 F d = Z
<br /> ., C, R, SEC 21 R z SEC 22 - I' 00.25'42; v9�off' � S 153 a 21 ao 22
<br /> L2 S 00'24 55 W 150.00 O O 63 W 62 /t �1�7 I F 1 i I.PIPE, R=1335.00'
<br /> A SOUTH 420.58 (DEED) X PZ m DESIGNATED REMAINDER ` -� N 4• �'5 • \ I / F(F) \50 L=504.98'
<br /> 460.3
<br /> L3 S 89'35'05" E 21.30' �9� N 00°24'55"E 420.58'(CALC-� a• I U •- � 44.50 ACRES I -"- ` M 52 15/ � CH=501.97'
<br /> " '9 's9 15' P.U.E. a w 00125'42 5. s I BRG=N/3'58'42"
<br /> L4 N 00'24 55 E 105.00 9 INST. NO. 89018039 Q v) DEED REFERENCE INST. NO. 90026675 9.13
<br /> .� �y ` P. .& E. ESMT. 44 /
<br /> L5 S 89'35 05 E 518.77 J --a I O.R.2735-610 mop 4-4 \
<br /> L6 S 89'07'35" E 100.00' C ` " S87 0000E 24.62 (DEED) L_J �.o,1,�ccs R 42 /
<br /> L7 S 89'35'05" E 150.00' ?? ° , NSTCN O.T8901 038NT `\ w1r1mess rl.rev
<br /> �' S86°35'05"E 24.62'(CALC) 620.85'(F)� FO.914"RE8AR
<br /> L8 S 00'24'55" w 150.20' _ No3°oo 0o E 130.00 (DEED) ,`-
<br /> /NO3°24'55"E 129.72'(CALC)
<br /> L9 S 01'39'47" W 48.99' -"' '- - ---_ I' FD 1" I. PIPE � PERE>55.o3'�)
<br /> ' C 885.42'(DEED) 885.29'(CALC) REF(A) 30' WIDE a 4
<br /> L10 N 04'11'02" E 50.00 STORM DRAIN EASEMENT
<br /> �� � --__ ""- -- --... 138.79'(CALC) OR-2762-559 �•
<br /> L11 N 06'43 49 E 50.00 G� S8635'56E 1024.08'(M 1025.00'(A) S89'33 35 E FD I" I.PIPE �3 �
<br /> L12 N 09'16'37" E 50.00' s 885.I(.' 406.12' IA A 'v
<br /> L13 N 83'24'17" W 156.81' F FD 1" I. PIPE, e=10'02''30" HOUSTON A�NUE 584'48'35"E 1048. REF�.(A) 3 n ^� �\
<br /> 09 M 1047.98 RE E)I.PIPE �oO
<br /> L14 S 89'35'05" E 360.00 REF.(A) R=760.00' q
<br /> FD 2" (.PIPE, L-133.27' 6=04'45'00" r, 'r h
<br /> REF(A) I CH-133.10 R=2060.00 G2 Q •r ��
<br /> L16 S 00'24;55„ w 100.00 THIS SUBDIVISION CONTAINS 236 LOTS ON 39.37 ACRES ( ) BRG-S85'25'00"W L-170.78' ,
<br /> L17 N 89'35'05" W 160.00 CH-170.73 a-21*39'56* 0
<br /> ' S 09°3625 E BRG-NB7'11'05"W R=880.00
<br /> L18 N 00'2455„ E 5.0 ISE_ GES: �R)
<br /> L=332.76'
<br /> H33.76'
<br /> L19 S 89'35 OS E 250.00 --e�-- 2.5"ommETER BRA55 SET 1/2" x 24" IRON PIPE, TAGGED L.S. 5340 BASIS OF BEARINGS BRG-N73'58'37"
<br /> L20 S 85'46'53" E 170.51' D/51<5,,5T.4,WPED'C/TY AT ALL REAR LOT CORNERS. THE BEARING OF SO'25'07'W BETWEEN CITY TRACT N0. 2368
<br /> L21 N 72'09'52" E 97.07' OF 9rOCKTON SURVEY
<br /> L22 N 45'4636" W 122.69' s
<br /> MONU/YIENT-RCE/x1269 OO /�- FOUND MONUMENTS AS NOTED. OF STOCKTON CONTROL MONUMENTS 5S-23 AND 5S-24 SUBDIVISIONS OF /
<br /> ' ANO /YIONU/YIENT NO. AS SHOWN ON THAT RECORD OF SURVEY FILED IN
<br /> L23 N 74'01'46" W 110.15' SET/N CO/VC. /N MON- �- SET 3/4" x 30" IRON PIPE TAGGED L.S. 5340. BOOK 29 AT PAGE 8, SAN JOAQUIN COUNTY RECORDS. SAN JOAQUIN COUNTY, CALIFORNIA �'9>
<br /> L24 N 81'10 44" E 100.00' U�ti/ENT 80X. 5NF SEARCHcO AN, MOTH/NG fOUNO GOLF COURSE TERRACE
<br /> L25 N 08'49'16" W 5.00' A UNFILED SURVEY BY WIDDOWS. FILE NUMBER 8159 1/2, DATED DEC., 1960
<br /> v- 5ET 9/4"x90"/ROn/P/PE (M) UNLESS OTHERWISE NOTED. DISTANCES MEASURED B RECORD OF SURVEY. BOOK 29. PAGE 177, S.J.C.R. UNIT NO. 1
<br /> L26 N 81'10 44" E 150.00' C RECORD OF SURVEY, BOOK 25. PAGE 190, S.J.C.R.
<br /> L27 N 08-49"16" W 1.53 TAGGED L.S. 5340 IN ESMT. DENOTES EASEMENT D UNFILED SURVEY BY WIDDOWS, FILE NUMBER 8159, DATED FEB. 1960 BEING A PORTION OF SECTIONS 21 & 22 OF
<br /> L28 N 81'10'44" E I --F0-0-.-00-TI MONUMENT BOX. M. & E PARK,V,,IEW ESTATES UNIT 2, MAPS & PLATS, VOL. 19, PG. 14, S.J.C.R. TOWNSHIP 1 NORTH, RANGE 6 EAST. M.D.B. & M.
<br /> F PARKVIEW ESTATES UNIT 1, MAPS & PLATS, VOL. 17. PG. 11, S.J.C.R. CITY OF STOCKTON, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> R.S. DENOTES RECORD ODENOTES MAP & PLATS,SURVEY,PAGE , S.J.C.R., BOOK-PAGE, S.J.C.R. G OFFICIAL RECORDS, BOOK 2858, PG. 659, S.J.C.R. NOVEMBER, 1989
<br /> , . . .
<br /> INST. NO. DENOTES INSTRUMENT NUMBERSJCR. H• rAf4'/16W ESTATES UNIT 140. 4, MAPS i PLATS,VOL.SO, PI:. 17f5.J.C.R.
<br /> CURVE RADIUS LENGTH CHORD BEARING DELTA (R) RADIAL. NOTES: NOLTE and ASSOCIATES
<br /> C 2005.00' 15.93' 15.93' N 06'22'04" E 00'27'19" 1. ALL DISTANCES SHOWN ARE TRUE GROUND DISTANCES UNLESS Engineers/Planners/Surveyors
<br /> C4499 475.00' 6.51 6.51' S 00'48'27" W 00'47'05" O.R. OFFICIAL RECORDS, BOOK & PAGE, S.J.C.R. OTHERWISE NOTED. MULTIPLY TRUE GROUND DISTANCES BY X123 N. SYCAMORE AVENUE
<br /> S.J.C.R. SAN JOAQUIN COUNTY RECORDS. A FACTOR OF 0.999934 TO OBTAIN GRID DISTANCE. MANTECA, CALIFORNIA 95336 ,
<br /> P.U.E. PUBLIC UTILITY EASEMENT. 2. SET 5'-6" WITNESS CORNER ON LOT LINE PROJECTION TELEPHONE: (209) 239-9080 4
<br /> ® RESTRICTED ACCESS FOR LOT CORNERS FRONTING ON ROADWAYS. (CHISELED
<br /> 1111, 111111111 111111 11191Joe No.: 2797-89-11 0+' IN CONCRETE) UNLESS NOTED OTHERWISE. SHEET 3OF 12 SHEETS
<br />
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