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TRACT N0. 2282 SUSUWS"IONS OF SSW JOAQUIN COUNTY WESTON IMNCHy UNIT NOw 13 BOW A SUBOMSION OFA PORTION OF SECTION 28, T. 1 N., R. 6 E, M. 0o B. & M., CITY OF STOCKTON, SAN JOAQUIN COUNTY, MFORM4 NE DATA THOMPSON-HY'SELL ENGINEERS CURVE DATA CURVE DELTA RADIUS LENGTH CHORD TANGENT CH. BEARING LINE DIRECTION DISTANCE 1 01'4J48" 1650.00' 49.8 1' 49.8 1' 24.9 1' S 60"J457" E (m)(R6) 1 S J001657"' W R 50.00' 1016 12th STREET MODEM, CALIFORNIA 2 01 12'40" 1045.00' 22.09' 22.09' 11.04' N 26"34'14" E 2 S 15"15'20" E 18.21' CENTERLINE COORDINATE DATA JUNE, 1997 3 05 01'56" 995.00' 87.39' 87.36' 43.72' N 48 3929" E 3 S 74 3548" W 18.51' 4 00 34'21" 1650.00' 16.49' 16.49' 8.24' S 40 31'01" E (M)(R 1) 4 S 28 48'05 W 50-01' N=2,155,039-8051 5 /8 54'52" 1675.00' 552.96' 550.45' 279!V2' S 50 15'38" E 5 S 15 24 12 E 18.26 E-6,326,955.4 6 11 03'37" 1675.00' 323.34' 322.84' 162.17' N 46 20'00" W 6 S 29 12'24" W 87.18' „ � � �� 7 S 84 4852" E 18.06' N=2,155,187.231 7 0 51 15 1675.00 229.62 229.44 114.99 S 55 472.6 E 8 S 60 DO'49" E 38.00' (M)(R6) E=6 326 733.333 8 11 9 43'49" 1650.00' 280.21' 279.88' 140.44 S 45040'0610 E 9 02002'56 1650.00' 59.00' 59.00' 29.50' S 41 15'18" E O N=2,155,4 3 .375 10 02 02'55" 1650.00' 59.00' 59.00' 29.50' S 43 18'14" E E=6 326 476.575 11 W002'56" 1650.00' 59.00' 59.00' 29.50' §-4-562-1-09" E Q N=2,155,177.148 12 -62-'0-2155 1 1650.00' 59.00' 59.00' 29.50' S 47024'05" E 4 E=6 326 232.170 .. . " 13 02006'28 1650.00 60.70 60.70 30.35 S 49 28 46 £ N=2 154 923.839 14 06 3l'26" 1650.00' 187.88' 187.78' 94.04' N 56 27'20" W E=6 326 112.963 . . . . " 15 02'06'27" 1650.00 60.69 60.69 30.35 S 54 14 50 E N=2, 154,584.545 16 02 02'56" 1650.00' 59.00' 59.00' 29.50' S 56 19'32" £ T ARS BATA 12IE=6 326 700.958 17 02W55" 1650.00' 59.00' 59.00' 29.50' S 58 22'27" E 18 02002'56 Al 1650.00' 59.00' 59.00' 29.50' S 60"252J" E SO. FF77. -S 19 18"5452" 1700.00' 561.22' 558.66' 283.18' S 50015'38" E 682261 -97 5500 20 01 50728" 1700.00' 54.63 54.63' 27.32' S 41 43'25" E 4 1 6270 5500 21 01 4558" 1700.00' 52.40' 52.40' 26.20' S 43 3138" E 0 9 0 22 --6-1 45'58" 1700.00' 52.40' 52.40' 26.20' S 6270 550 45 1 736" E 5957 5500 23 O1 4558 1700.00' 52.40' 52.40' 26.20' S 4 03'34" E 24 O1 45'58 1700.00' 52.40' 52.40' 26.20' S 48049'32" E g 25 0145'57" 1700.00' 52.40' 52.40' 26.20' S 50"35'30"* E 1 4 26 W45'38_7'__ 1700.00' 52.40' 52.40' 26.20' S 5202 1'27" E 11 4 37 8" 27 01 45'5 1700.00' 52.40' 52.40' 26.20' S 54 0725" E 90 5737 28 01"46102" 1700.00' 52.44' 52.43' 26.22' S 55053"25" E74 5500 4 29 02"56J7" 1700.00' 87.35' 87.34' 43.68' S-58014;4--5'-' E - 5751 1 4 55 0 30 0623,501" 995.00' 111.10' 111.04' 55.61' N 22 45'59" E 111 1 31 03 2454" 995.00' 59.31 59.30' 29.66' S 24015'27" W i 170 5684 19--577T- J4 4 32 02 58'56" 995.00' 51.79' 51.79' 25.90' S 21 03'32" W 1 33 03 32'23" 1045.00' 64.56' 64.55' 3229' N 24 11'42" E 08 39'06" 1020.00' 154.02' 153.87 77.16' N 21 38'21" E 35 03 00'56" 1045.00' 55.00' 54.99' 27.51" S 25"40'06" W 36 01'4 4"0 7" 1045.00' 31.65' 31.65' 15.83' N 23 1734" E 37 O 20'36" 50.00' 11.53' 11.53' 5.78' N 26005'49" E 38 99 0230 60.00' 103.72' 91.28' 70.30' N 19 45'08" W 39 i-5-55-5'l 7" 60.00' 16.67' 16.62' 8.39' N 21048"28" E 40 40019 6"' 60.00' 42.23' 41.36' 22.03' S 06018'53'-* E 41 42 4747" 60.00' 44.82' 43.78' 23.51' S 4 52'30" E 42 09015,34" 90.00' 14.54' 14.53' 1 7.29' S 64'038'36" E 43 06"25 9" 90.00' 10. 10' 10.10' 5.06' N 66003'29" W 44 02 49'45" 90.00' 4.44' 4.44' 2.22' N 61 25'41" W 45 01016'J2"' 1675.00' 37.29' 37.29' 18.65' N 6002 1'19 W (M)(R6) 46 0700 'jo-" 1020.00' 126.84' 126.76' 63.50' N 29031'39"" E (M)(R1) 47 01 13'56" 1675.00' 36.02' 36.02' 1 18.01' S 40011'13" E (M)(R 1) t SHEET 6 OF 6 P.\ 143238\UNIT 13-1-V2 7-15-97 D.D. SHEET N0.34 i v