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CURVE DATA CURVE DATA LOT AREAS CALIFORNIA COORDINATES <br /> Lot Radius Angle Arc Chord Bearing Chord Lot Radius Angle Arc ---C---hord Beq�ing . Chord Lot Sol-Ft. Lot _ Sq. Ft. x y <br /> 39-78' 138 470�D' S-3'4l ' -4S­ 44-05' N- l(:);04S'l50--W 3' --- <br /> 4-2-45 ­_8 7 12 0 f514.cl 1 <br /> 89 C050.00, 0 07,15e- ss,za; N eoxo-. 1':N' 1-7 F . - --------- -T <br /> ta:=c '58-21' 139 47-00' 23'042',SS-) 19.45' W. ?-7`%4;-:557 E. 1 C3.3 2 --- - -- - <br /> 88 5; 151 . 5; 1 121 9 315,5;2 2 1 ,754,e.195-5-4 <br /> go 4"50.00' 0 a, 2-S,4!5" -i9.47' -- ------- <br /> 139 S0.00, -39--al, ag" 34.35 ".20o07'18-E . 33 <br /> 89 12 2 6.1 7 -- -------- <br /> ------------- -------- <br /> 90 90.00, 074, t v ZCD- ILZC3, 140 575-00' 07010' 3Z" 72.01' W,8,-.0Zl '48' F <br /> go 5+783 42. <br /> 140 6 7.0 C NJ.04' 1-7' 10* E. 123 .......... <br /> - ----- 91 %4-0(-.-'75; 124 47000.00 z <br /> N.59 54'03"E, 38.78' 15.00 7 5;4,E�C>4-za 5; <br /> 92 3? 42' -- ---4-1- '54" Fl. 1 92 <br /> 4-:5,79 -67- -(`1--- 1 - Boe- 1-98 125 6 <br /> 143 S -7-5,00' N-00'4-13 37 W. lcl'-rq4�.4wl <br /> -c--9-4 74- <br /> 93 93 <br /> 7 <br /> 943.!010" ------- <br /> ' 29- 144 57'5.00' 050'54' 12- 59.24' N.04*21' Z5-W. f- 5,9.22' .230.71 127 8 <br /> 94 <br /> 7 0 1 d5' 3 Z­ 72-85' W-BG004 3.3-W. 72.80' <br /> 94 -001 C) 95 4-7 14. 1-4. 12 8 1 -rc>94. i z 9 1 7 5;4,9�'9.Z4 <br /> ISse434.82 <br /> (Aj <br /> 79sZ <br /> (4.74' 150 4ra-00-00' oz ic. )e;* 2 3.-Ovv -Ai - <br /> -66-6-6----- -, Z3. <br /> 95 0,3,b 25,AC." 14.7&' KJ.04'41 ' 14:' F ------ 0 <br /> 96 <br /> 97 <br /> 151 400.00, a5*45;, rr 400-Z& W-&�084-4 E . 4a0-7-4' 7c>3 1 3;15 1 <br /> 14- 91 <br /> E, <br /> 0V?-8'4t" --- j <br /> 96 98 9 131 12 <br /> X32 30 133 7 1%414.t5;8 10 <br /> ------ ---- -- <br /> 98 60.00' 34C.&25�71 N.10 17'.44W. 37.50' <br /> 0.0.00'- 25, 12" ----------- ------- ---------- 101 134 i35 <br /> 14,:* 34' 14 22.89' 7.CY 4 <br /> 99 13 e�oj <br /> 97 GO-OC)' 2-40S 7'0 1" ---------- <br /> 100 <br /> 38.14: N.4W42'l5G-W '5750 <br /> 102 ewre(.- zm- 13 5 i J31 13.4<:> <br /> 100 Go.oc> 15. 17, N.72034' 19-\A/. 15-97' <br /> ?-07.78 <br /> 103 136 <br /> 101 90.00' 07'3-7*4-4.- 11-99' N.74.024-j4-W. <br /> 1-1.98-,-, ---------- t;C>77.04 <br /> 101 800.00, 02 25'34'- ------ --------- 137 <br /> ------ 105 138 1 792.1 -os <br /> 102 606-6-67- 4150. 0 -12.07,08- %-3 N 8 5 014'C)-7 -E 1-37 2 3 166 <br /> --- ----- e-oc>'v I - 13 9 <br /> 107 'P( .f3,4 140 1 <br /> 103- 04=r-5�5'27-- .4-00 34' Z-3' E. 8(0.0i;� <br /> 2 --------- - - - --- - --1- <br /> 3 01. 29'51" W. 46.26' 3 90.00 14' 3 Cc' 14- <br /> - N-02005'00'E. zz-881108 141 <br /> Io4 010 --- t--- - ----- <br /> W. 49.44! 4 550.00 080-545z- 85.43 142 <br /> 10 5 1770.00' OI 5a O-i;� 1+1.84'22'5 I'W. 417.44' 5 too. I <br /> CoO.00' I I '�'*01 I <br /> ---------- Fl 3 <br /> 106 17 70,0,0' of s15;" 6 800-00' 070!533C"- I [O.?_% 110. <br /> 12' III 5194.-.44. 1 144 <br /> 1 - ' <br /> 107 1 <br /> 59.34. 7 770.00' 090-:54'(D(O" Z95.. 112 1145 s;ii77 C <br /> 108 01*0 V 3,5- 31.71' 8 G25.00' 01039'5e- 18-1t"JN-89-67'04:' E . 113.1-7' 113 9994-48 1 146 <br /> I 10 &25.00 00-18,05- 3.30' N.89'47' 58-E. 3.30( 9 100.00" l00o4o,C7C)- 105.42. N-44*134'5 -3 E. 92.37 114 6.71 1 4p 1 i 147 1 5 5C)o•Cx> <br /> 2500 0 1* 2 C4 9' 14.87' N-88'68'00'E. i-zS.C>& C:)104�0,08- W-00-47'07-E- 115 1148 <br /> 111 90.00 <br /> 9,46- 10.99' N.><8 13'01" 19. 116 <br /> c)71149 93:5- . 14 <br /> 112 &0.00, SIO 13, Za :32.76; W-79 40'09'E. 103-97' <br /> 131.4-4' 117 5cxDc:>-C,0 1 150 111:53 .31 <br /> N-415'50'49-E, 3750 13 C&OO.00' 170'Z7'02-- N-82 34' k O'F-. 182,04' -- ---- <br /> 118 151 1c�o3b 99 <br /> 100.00'-- 33'01' 20' -3-:3-F-. 14 400.00" -1 <br /> 0700C <br /> 90.00 11.00' 15 75 CL 00' 12.01' I IN.74Z8 <br /> ---1-1-21 W. 157.05 <br /> 115 62'5.00' OI o03'51" W.C)to 05'14' E, I I.Gl' 16 1720.00' 07'54'08" 237. 22` W. 257.03 <br /> r <br /> 00'36: 17 Co.Ira 0 17 470 <br /> 118 O(D- 38'32" W. 7.01' 18 575.W 07`10 ?1.96 <br /> 119 12.12' 19 575-00' 07• (5' 32" 72.85'i-N.0 3*4.o*,),3- 72-80 V�- <br /> f 19 90.00, 07*04*03' 1 1.10' N.0 !•43`52 0) (.2"5.00, 19.48'30 F <br /> 215 C10 <br /> 120 37-74 N.12.45'43"W. <br /> 3714 21 5715.00' 2704-5'2-5' 2-78.55' N.14*15'1.5 F= . 275.8 <br /> 5' 12 N.48- --��59'5&'W. '5750' 2 775.00 14049'4o' 1200.571N.73004-'07-W- 00. 1 <br /> 2 1 --1 -1-1-1;,-- , - -- [- <br /> 274.10' <br /> 1, 2 -��q-ow W.lacf 3C.., 2 174-15.00' 09.04' 30 " IZ74­39 ?,1.55001' 11- W. <br /> t. 10' ---- -- - - -;- ;,- -- --- - - <br /> 123 90-00 07004*00" 1 11-09' 24 174ii.-66 00oZ9`30-;;-- I 14.9r <br /> 123 625.00' 01`45'1Z' 19.13' N.87'*413'43"W 19.12' 2 <br /> 6x00-00 0904W38- 1-846' 1 N-85-05'14,- F-. 1101-74' <br /> -7 90-49r W.78* 33: 2Z- E. 98.58' <br /> ------- 2 �000-00 0904-338' IC .04'4852"R. 10t.74' <br /> 127 Goaoa' o4r!1 ,37,19- 48-46 N1,05.CYx,:,' 17"E. 48-39' 2 C1100.00, 091,44, 3B" 102.04- -- <br /> 127 G00.00 C)90 'ZS'Z04-0 5�5' I Cp-W. lo 1.43 1, <br /> 128 05-32%43- 56-05' <br /> 2 6000-00 09.44"313" 102.04-7 1J.83�50 03 <br /> ---------- <br /> .129 6.1.25' <br /> 6&-ooir . '97* <br /> 13 0 Cc 4.3�4A.;V.' <br /> 130 0702G: 58- 97-51' N.720( C115-W. 9744' <br /> f 3I 750.00' -0 go, -N-.--7- <br /> 80 1 I's C)'v\/ <br /> 131 1-720.00' 00ot,5'1541 7.9(0' 7.910' <br /> 132 I-raao& 001 58-04: N.81'42` 51"w 58.04 <br /> 133 1720.00 OI.SIo`C10' 58-04* N.Sao-38' ,St-w. 58.04 <br /> 134 I?20.00' <br /> 03'4(x' 14" N.6(0• 29'Is B"W. I t-3. 17' <br /> 134 Iso-00, 39'21' 2-C3 34.35 N-19'14' IZ-W. Bak(ma, <br /> 134 4700' 24o05* Z4- .2W52' 115-W <br /> 135 47-00 57'08' 1'7- 46.87' <br /> N.w7e44* 3G-E, 44.95' <br /> 136 48.07'49" -3948' <br /> 38.33 <br /> TRACT NO. 2069 <br /> 137L-4'7+00' 51' 5G,43' -&1 L SUBDIVISIONS OF SAN JOAQUIN COUNTY <br /> OAK GROVE ESTATES <br /> UNIT NO. I <br /> BEING IN THE S. 1 /2 OF <br /> SECTION 7, T.2N.,R.6E., M.D.B. aM., <br /> SIOCKTON, CALIFORNIA <br /> A. R. SANGUINETTI a ASSOCIATES <br /> CONSULT NG CIVIL ENGINEERS <br /> 5651 N PERSHING AVE., 8-1 <br /> STO( ACTON, CALIFORNIA <br /> MARCH, 1988 <br /> SHE , T 6 OF 10 SHEETS <br /> A <br /> 9 <br />