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I
<br /> TRACT N0. 2280
<br /> SUBDMSIONS OF SAN JOAOUIN COUNTY
<br /> N 6302'15 W 223.67' - ` N 60°11'16" W 170.03' -..... - N 57°19'23" W 170.0.7' -
<br /> 54.92' 56.67 56.68 56.68 56.67 56.68 56.68 56.67 tQ 56.68 tj
<br /> NCH,
<br /> WESTON IM
<br /> 55.40 4i �, w �., UNIT NO. 11
<br /> I t" W `�' W
<br /> .-, 2 N 3 `.0 0 0 0 °N o ° o ° 0 9 0 10 �)
<br /> o 1 o o g N N o H o o g o 2 BEING A SUBDMS/ON OFA PORTION OF
<br /> N
<br /> 10" P.U.E. "' o 3 SECTION 28,
<br /> 4
<br /> iZ z4 g � Jo z _ 110- z � - - z - 15 - � ? - 1 ' � = 5 T. 1N., R. 6EsAD. B. & M.,
<br /> 2 CITY OF STOCKTON,
<br /> N_ 0 5Q 6 _ N..._ - _ 19 N► SAN JOAOUIN COUNTY, CALIFORNIA
<br /> D NISPEROS 1 - _ THOMPSON-HYSELL ENGINEERS
<br /> ----
<br /> N O I 8 f N - 7 .STREET'. ---
<br /> 2
<br /> 2�0 25' ;2s'o'� ��- W W W 6 �' 10' P.U.E.�" I ;w ;w •. 25' 25, 1016 12th STREET MODESTO, CALIFORNIA
<br /> ` A ^I, 0{i T VBGI� 1995
<br /> �I ,N N ,a �,�a N `�I^16��" 15 " ��� ^ �'� IN I 32 LOT AREA DATA
<br /> ao ° p � 1 � ° oto �bo ° 0114 ° o613oI° o12oI° o 11 . a� LINE DATA
<br /> Lr) ° o I x,,18 0, o I� I o ^ , o
<br /> N o o IM, N °� I� 3 LOT SQ. FT. LOT SQ. FT
<br /> '�' ao ° 19 °' I `�' I N `�' I °O IN " °' " I M' ' M' N " �o LINE DIRECTION DISTANCE
<br /> N I I I N i I�, ao 1 5762 20 5200
<br /> p I ^ Z I`�' Z I Z Z I Z 21� 60"00-'49 i? I 2 �� ��; 2 2 2 Tao ca N i ii i R M R4
<br /> 2 5519 21 5200 1 N 33 39 57 E 50.00 ( )( )( )
<br /> a, 2 I Z � ...�- I IN W l Z 400.00 - N ° „ ,
<br /> 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 70.00' �' ° 4, 3 5583 22 5200 2 N 13 33 49 W 17.66 (M)(R4)
<br /> N I 68.84 31. 16 33 4 5609 23 5200 3 N 74 35'48" E 18.51' (M)(R4)
<br /> Z 82.00 74.00 58.00 58.00 58.00 70.00 W .
<br /> 100.00 N 70°5632" W z � 1 1 �► I N 30 5 5609 24 520028048"05"' M R4
<br /> W p N 60 47 36 W:'0 24.52' o i W W W W j :r ` 6 5582 4 7 7 4 N E 50.01 O( )
<br /> 5 N 15024'12"' W 18.26 (M)(R4)
<br /> oI 20 I o 0o I 00 Cl v' �" f`N :`' o 7 5609 11 N 74 35'48" E J8.51'
<br /> g' �'� p� N � � g `'' o `r o '"• o o a0 „- o, 8 5609 4 �
<br /> N 60°47'3x" w 50 `° `'' I �� 52 N o 53 �" p 54 " p 55 ►� ° N 12 N 15 15 20 w 18.21
<br /> �. N N N N p o 9 5582 466146 ° „
<br /> 51 I "6 ' ti N z 13 N J001657--'57 E 50.00
<br /> W 100.00' `OI ° OIa� ° o ° O ° o I 10 5609 47 , (R)
<br /> o a o o ,72, �,Q m Z I N r1 o N N N y I 34 11 7132 g 14 N 60000-'49"' W 38.00
<br /> oI 21 0 p s9 (3� �! Z z z z12 5825 49 700J
<br /> N 966 `S�'- /`' 3 4 10' P.U.E. L - - - .'25' 29 13 594 50 10165
<br /> IV: 60°47'36" W T 0 14 5952 51 619 LEGEND
<br /> 49.00 58.00 58.00 5.82 /
<br /> N 60 00'49" W 221.82' -..... 0 15 5938 52 6203
<br /> 100.00' 41 h - I 16 873 53 05 -+- FOUND AND ACCEPTED J14" IRON PIPE TAGGED
<br /> �, oI� o o"� 49 ® © o `�' N 60°00'49" W 283.85' 25.005 I �_. O 35 17 5758 4 6 05 L.S. 4876(R4) UNLESS NOTED OTHERWISE
<br /> �' N N DALISAI° COURT I i 28 is X032 55 7402 „
<br /> �i 22 h 25.005 4 -c- FOUND AND ACCEPTED 3/4 IRON PIPE TAGGED
<br /> N' N N 60°47'36" W `R�� �,i Y�\ N 60 00 49 W 222.86 - ..�:Q L.S. 4876(R4) IN MONUMENT WELL UNLESS NOTED OTHERWISE
<br /> w N , p 49_68' 58.00' 58.00' -57 18' - -Q�- FD. CITY OF STOCKTON CONTROL MONUMENT, 2 1/2" BRASS
<br /> ° p 100.00 N o $50 3 2A, 31 Z 10 P.U.E....... r - - •25' CENTERLINE ( )
<br /> ° •- I DISC /N MONUMENT WELL STAMPED AS NOTED R.S. 29-168
<br /> " �I 23 N p " 93 - - �' �' �' I 36 27 COORDINATE DATA " "
<br /> I ; 'Iv -{o- SET 3/4 X 30 IRON PIPE TAGGED L.S. 4876
<br /> 2 Z `"� O N '' IN MONUMENT WELL
<br /> N 60°47'36" W I "�� o o o c; Qr
<br /> 100.00' 0 48 ,o �"I N 46 " 0 45 " `° 44 N `O 43 I'� * �� <� 0 =6, 155 039.80 -o-- SET 3/4"X 30" IRON PIPE TAGGED L.S. 4876
<br /> J °g 4 7 'l o ? o 1"i =6,326 955.46
<br /> --j
<br /> (M) MEASURED ON THIS SURVEY
<br /> I o N Q =2 154 584.54
<br /> 2,¢ I = o 2 '� 2 2 2 N Q ,37 1 gyp/ =6,326,700.95 W.C. WITNESS CORNER
<br /> P.U.E. PUBLIC UTILITY EASEMENT
<br /> N N 60047'36" W 100.00' 80. 13' Zi 58.00' 58.00' 58.00' 70.00' " W <� / O _2 154 303.70
<br /> 100.00' - N 60°00'49" W 424. 13' _ t" -� ^, __ -6,327,201.63 SET 1/2" X 30" IRON PIPE TAGGED L.S. 4876 AT ALL
<br /> =2 532.38
<br /> N / 154 REAR LOT CORNERS UNLESS OTHERWISE NOTED
<br /> I 25 I N N 38 ��� • / 0 =6,327,329.47 N=2, 153,535. 135 CALIF. COORDINATES-83, ZONE 3
<br /> i _
<br /> I ,37' 313 39 �0 �2 I o ��� 25 © =6327' 050.714 E=6 327 497.231 (CENTERLINE k CONTROL MONUMENTS)
<br /> I 2 25' �ZI \� _ S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> 25 25
<br /> ' �• =6,327,454.42 0.R. OFF1C/AL RECORDS
<br /> I
<br /> R.S. RECORD OF SURVEY
<br /> S /-rLT 5 • 25' • I.N. INSTRUMENT NUMBER
<br /> 11 `o O
<br /> o/ I 4 (R) RADIAL BEARING
<br /> o I CURVE DA TA CURVE DA TA P.M. PARCEL MAP
<br /> O CURVE DELTA RADIUS LENGTH CHORD TANGENT CH. BEARING CURVE DEL TA RADIUS LENGTH CHORD TANGENT CH. BEARING NOTES MAP. MAPS AND PLA TS
<br /> 1 00026"J7" 3300.00 25.55 25.55 12.77' N 56 06'44 w 21 6-170-173-07r--J-235.-00-r- f 4 .14 29.07 56750-'48" ZO CURVE TABLE REFERENCE
<br /> 2 0104J'47"' 1650.00 49.81' 49.81' 24.91' S 60034"57"" E 22 00 58'15" 3250.00' 55.07' 55.07' 2753' S 5 50'40" 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> 3 02 0256 1650.00 59.00 --39-0-07-TT-5-07- N s2 28 18 w 23 00 58't2" 3250.00 55.03 55.03' 275x' S 56"4854" E 2, A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED ® LINE TABLE REFERENCE
<br /> 4 00 39 32 1650.00 18.97 18.97 9.49 S 63 49 32 f 24 00 58'11 3250.00 55.00 55.00' 27.50 S 59 47'06' f ALONG ALL STREETS AS SHOWN ON THIS MAP.
<br /> 5 04"26'15"0 1650.00' 127.78' 127.76' 63.93' N 61056'11" w 25 00 058'11 3250.00 55. 54.99 27.50 S 60045'16"-' E0 CENTERLINE COORDINATE" REFERENCE
<br /> 6 04'26'15" 1675.00' 129.72' 129.69' 64.89' S 61056'1 If E 26 00 58 11 3250.00 55.00 55.00 i 7-.-5-0-7 N 61043"27" w J. SET A 5'6" WITNESS CORNER, ON LOT LINE PROJECTION
<br /> 7 01"16'J2" 1675.00' 37.29' 37.29' 18.65' S 60021'197'-E- 27 '--5U'5-,r,-2-'7 3250.00 55.02 55.03 27.51 S 62"4 1-J9E FOR LOT CORNERS FACING A ROADWAY. (CHISELED
<br /> 8 0 09'43" 1675.00' 92.43' 92.42' 46.23' S 62 3427" E 28 (50 58 33 3250.00 55.36 55.36 27.68 N 63 40 O1 W /N CONCRETE SIDEWALK.)
<br /> 9 00 37 30 3300,00136.00 36.00 Te-o 5-7 S 63 50 33 E 29 01 53'42 1700.00 56.23 56.23 28.12 S 12 27 E 4. EACH LOT SHALL BE DESIGNED AND MAINTAINED TO PROVIDE
<br /> 1 1 0 30 09 34 01 50.00 8.35 8.34 4.18 S 64 47 49 E PROPER DRAINAGE WITHOUT CAUSING SOIL EROSION OR REFERENCES
<br /> 11 00 57 18' 3300.00 55.00 55.00 27.50 S 62'00551)) E 31 29 t 29 50.00 26.00-' 25.71 13.30 N 84028"34'7 w DRAINING ONTO ADJACENT PROPERTY. ALL LOTS ARE TO
<br /> 12 00057'17" 3300.00' 55.00 55.00' 27.50' S 61008'J4"'* E 32 39 21 30 50.00 34.35 33.68 17.88 N 79 4133 W DRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN. Rl RECORD PER: WESTON RANCH UNIT NO. 9 Malt P. 3J-82 S.J.C.R.
<br /> 13 00057-'18" 3300.00 55.00 55.00 27.50 N 60011"16 W 500222J" 47.00 41.32 40.DO 22.10 S 74011-'07'jE ,
<br /> 14 00057'18"" Moo.00 55.00 55.00 27.50 N 59013"58'; w 34 53 2156 47 00 43.78 42.21 23.62 N 22018-j587 W 5. THIS MAP REFERS TO APPROVED TFNTATNE MAP TU 19-88. (R2 RECORD PER. BOOK 30 OF SURVEYS, PAGE 77, S.J.C.R.
<br /> . . �� 4 5 N 30041"03" F .JGR.
<br /> 35 52 38 os 4700 43.18 1.67 23 2E R3 RECORD PER: BOOK 33 0 SURVEYS PAGE 20 S
<br /> 1 ( )
<br /> 7.50 58 640 E
<br /> 15 --06a5-7'18'v3300.00 55.00 55.00 2 S6. ALL REFERENCES ARE TO SAN JOAQU/N COUNTY RECORDS
<br /> r 00057"17" 1 3s 53 07 28 4700 43.58 42.03 23.50 S 83 33 5o w R4 RECORD PER: WESTON RANCH, UNIT NO. 10, M.dr P. S.J C.R.
<br /> 17 00957'18" 3300.00' 55.00' 55.00' 27.50' N 56022'05'-* w 37 49013'07'-' 47.00 40.37 39.14 21.53 S 45015"52" E AND BOOK OR VOLUME PRECEDES PAGE. ( )
<br /> 18 0 49 15 3300.00 450.45 450.10 225.58 S 60 14 40 E J8 258 42 59 47.00 212.23 72.68 57.30 N 29"59'11 E
<br /> 19 07049'15" 3275.00 447.04 446.69 223.87 S 60014-'40"' f 39 28 58 32 50.00 25.29 25.02 12.92 N 35 08 35 W
<br /> 20 07-49'15" 3250.00 443.62 443.28 222.16 S 60014'40' E 40 10 22 58 50.00 9.06 9.05 4.54 S 54049
<br /> 20 £
<br /> 41 39 21 30 50.00 34.35 33 68 17.86 N 40020'04 W
<br /> 54 00 36 55 3275.00 -H.-,7'r'--j3-,7-F7.-587 S 56 01 35 f
<br /> P.•\ 143226\212\143226F2-V2 11-30-95 D.D. SHEET N0.34 SHEET 6 OF 6
<br /> 357 JZ
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