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<br /> TRACT NO. 1031
<br /> LOT CURVE DATA LOT ANGLE ARC. CH CH. BEARING RAD. TAN. LOT ANGLE ARC. CH. CH.BEARING RAD. TAN. SUBDIVISIONS OF SAN JOAQUI N COUNTY
<br /> LOT ANGLE ARC. CH CH.BEARING RAD. TAN. 61 322'38" 36.04 36.04' N.74-41'37•E. 61f.48 18.03' 105 83-49'51" 29.26 26.72` N.41053'46W 20.00' 17.95'
<br /> 21 600 24 29.35' 29.34 N-87-46'18"E. 280 14.69' 4002'14*' 38.86' 38.85 N.75-01'25"E. 55148' 19.44' 524'54" 82.82' 82.79' N.86-31'0.3 W. 87624' 41.44' ROYAL OAKS UNIT NO. 1 N
<br /> 22 1502'33" 73.43' 7 3.3 0 N.77. 14'49=E. 280' 36.97' 62 7036'02' 73.16 1 73.10' N.SO-50 33" E. 551.48' 36.63' 106 1 90.45'14" 31.68' 28.47' S.45-23'52'W. 20.00' 20.26
<br /> 23 7.43'33". 37.76' 37. 73' N.653 51'416't. 280' 18.91' 63 6-07'56` 59.2g. 59.00 N.87-42'32 E. 551.48' 2%54' 10 7 1, 89-14'4 5' 31.15' 28.10' NA4036 07 W. 20.00' 19. 74' BE I N G A PO RTION OF THE N.W. I/4 OF
<br /> 25 18019*4 I" 15.99 15. 93' N. 52.50'09'E. 50' 8.07' 68 90-00 00 31,42' 28.28 S.44.13' 30'E. 20.00 2000' 90'1 1'00' 31.48 28.33' N.45.41' 00"E. 20.00' 20.06'
<br /> 26 100025'59"" 8764 76.85' N. 6032'40"W. 50 60.05' 69 93.20 51" 32.58' 29.10' N+47-26' 56'E. 20.00' 21.2b awE A 4-,55'55'• 5005 50.04' N.88.18' 33 E 581.48' 25.04' SECT 10 N 9, T 2.N., R.6.E. M.D.B.&M.
<br /> B 34-27"29" 30.07' 29.62' N. 73.59'25'W 50' 15.51' 3.14'04" 49.47' 49A6' S84615' 37"E 876.29' 24.74' F e 12050'17" !30.29' 13002' N.79-25'26"E. 581.48' 65.42'
<br /> 27 9102502 79.78' 71.58' N.43-0420'E. 50' 51.25' 70 4012' 15" 64.30' 64.29' S.80-32'27'E. 876.29' 32.16' emov c 4-52'18" 49,44 49.42' N.75.26' 27E. 581.48' 24.74' CITY OF STOC KTON, SAN JOAQU I N COUNTY,
<br /> 64.38 I 1' 22.56' 21.38' N.29.40' 54 E 20' 12.65' 0.2543" 7.00' 7.00 S.78-39 1 1"E. 936.29 350' a.wa 12.5354" 130.90' 130.62' N.84.19' 33' E. 58148' 65.73' CA L I FO R N I A
<br /> i-4403 6.66' 6.66' N.62.52'01"•E. 220' 3.33' 71 1 4021' 19" 71.17' 71. 15 S.81.02'42�E. 936.29' 35.60' cke rE 10047'10" 170.61' 170.36' S.83-49'55' E. 906.29' 85.56'
<br /> 28 27.0227' 103.83 102.87' S. 77. 15' 1 M 220' 5290' 72 4019'15" 70.61 70.59 S.85.22' 59"E. 936.29' 35.32' 2.31'30" 39.94' 39.94' N.79-42'05' W. 906.29' 19,97'
<br /> 90.00'00" 31.42' 28.28' N.44-13' 36W. 20' 20.00' 73 1.40'53" 27.48' 27.48' S.88-23' 03'E. 936.29' 13.74' 8.15'40° 1130.67' 1 130.561 N.85.0540' W. 90629' 65.45' MARSHALL DUN LAP CIVIL ENGINEER
<br /> 30 90-0000' 31.42' 28.28' S.45-46'30"W. 20' .00' 7 89049'00" 31.35 28.24' SA4019'00'E. 2000' 19.94 pwwwj 28-46'30" 112555' 1 12424'.1 N.76023' 15' E. 250.00' 64.13' R.C.E. 7029 STOC KTO N CALIF
<br /> 32 90'00'00" 31.42' 28.28 N.44-13' 30W. 20' 20.00 93 2.21'31" 22.70' 22.70 N 89-35'45"E. 551.48' 11.35' ,
<br /> 25-56'37e 22.64' 22.45' S 12 01 1' 48"E. 50' 11.52 94 7034'42" 72.94' 72.89' N.840 37'3W E. 551:48' 36.52
<br /> 33 64-03:23" 55.90' 1 53.03' N.57° 11'48"W. 50 31.28' 95 7-49'59" 75.39' 75. 34' N.76.55 17' E. 551.48' 37.76* BASIS OF BEARINGS: MAY 1973
<br /> 34 69016'25' 60.45' 56.84' N.56-08; 18.+E. 50' 34.54 1010,51" 12.60' 12.60 N.73-35 43'' E. 611.48' 6.30'THE CENTER LINE OF DAVIS ROAD BEARS N.0.02'30'E. AS SHEET 3 OF 4 SHEETS
<br /> 35 20043:35' 18.09' 17. 99 N. 1Io08 17 E. 50'9 .14' 74 S.09'54 2589' 4.12 N.37Q06' 12" E. 20.00 15.12' PER FILED SURVEY VOLUME 1 I, PAGE 70 SAN JOAQUIN COUNTY
<br /> 90-CO00` 31A2; 28.28 S.45 46'36W. 20' 20.00" 96 96034!37" 33.71' 29.86' 48 16 04"E. 20.00' ?.2.44' RECORDS.
<br /> 37 90.000031A2' 28.28 N44-13' 30'W 20' 20.00 7.19 78.
<br /> 52" 24' 78.19'• N-87.06'34' E. 611,4 8' 39.17'
<br /> 38 90°00 00 3142 28.28' SAS-46'30 W 20 2000 102 105S50 32.36' 32.36' S.88014 05' E. 93629' 6.18' MONUMENTS SET: )
<br /> 59 90°00'00" 31.42' 28.28' SA4*13' 30"E. 20' 20.00 103 4-26 25" 72.56' 72.5W4, S.85-01' 27 E. 936.29' 36.30` I
<br /> 60 80053'21" 28.24 25.95' NAI© 13' 16'E. 20' 1705' 104 3-06718" 1 50.74' 50.73' S.81-15' 06"E. 936.29 25.38` 34 IRON PIPES 30 LONG, TAGGED R.C.E. 7029, SET BY TH IS • I 1
<br /> 5-16 SS 56.37' 56.35' • N79'01' 3 611.48' 28.21' 100-1648" 35.00' 30.70 N.SO-09'3 " E. 20.00 23.95' SURVEY SHOWN THUS -o- 3/41RON PIPES SET IN MONUMENT SCALE N I = 8Q
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