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CURVE DATA B A U M B A C H & PIAZZA <br /> CURVE RADUS DELTA LENGTH TANGENT CHORD CHORD BEARING LOT LINE A D J U 5 T M E N T CIVIL ENGINEER S <br /> © 5689.58' 2' 00' 24' 199.27' 99.64 199.26' N 25' 21' 58' E R E C O R D OF SURVEY SURVEYOR S <br /> ® 5 <br /> 769.58' 00' 18' 12• 30.55' 15.27' 30.55 5 26' 13' 04' W <br /> Q 5769.58' 2' 05. 00' 209.79' 104.91' 209.78' 5 27' 24' 40' W <br /> OF PORTIONS OF SECTION 12, ENGINEER'S NOTE5j o <br /> ® 5689.58' 2' 05' 00' 206.88' 103.45' 206.87' N 27' 44' 40' E <br /> Q 5769.58' 00' 29' 34' 49.62' 24.81' 49.62' N 28' 12' 23' E T. 3N., R. 7 E., M.D.13-+M., 1. RESET RAILROAD SPIKE AT SECTION CORNER <br /> PER R.S. 7-208. <br /> 6 <br /> SAN JOAQUIN COUNTY, CALIFORNIA <br /> 2. HELD MONUMENTS FOR PROPERTY CORNERS 69G.00 44 17 35 598.79 319.34 _ <br /> APRIL. lgg4 SCALE- V = 3C0' IN ACCORDANCE WITH I.N. 85042756. <br /> SHEET 2 OF 3 <br /> SEE DETAIL <br /> SEG. 2 <br /> SEC. 1 5NEET I FD. AXLE at 1/4 5EG. CORNER SECTION LINE <br /> SEG. GOR. CA) SEE CA SEC . 1 5EC. 6 <br /> N 85'16' 9" E 2650.33' N 85'50'26" E 2655.52' <br /> 1.33'-) 1709.41' ------.., SARGENT ROAD <br /> 845.60' -J - - 1242.72' 1412.80' SEC.12 <br /> 5 / 20' EASEMENT �N 85'23'3111 E� ' SEG. COR. SEG. T <br /> SEC. 12 / C A ) 513.12' per PM 14-171 <br /> SEC. 11 1 � <br /> W O.R. 2060_573 <br /> h' ^o tip' P�' <br /> x P�,. �,7 O �� X14 <br /> ^ ^ EAST LINE OF WEST 38AGRE5 OF <br /> ap THE NORTH HALF OF THE NORTH 40' 40 ' <br /> O 3 N n O NORTH - 100.0 0, '70 Q0 6// EAST QUA RTE R OF SECTION 12 <br /> P.G. E. EASEMENT f^D� ',� O , <br /> �.J � O N <br /> I.N. 8206936 \ �' ��. 0 p � - _ �, W W <br /> N � r- 00 <br /> ti <br /> ^ rl N <br /> � <br /> "/ EAS . 555.30. .' �� <br /> ? ti� S 1 © <br /> Z 00 5 89'51'17' W Z t`? Z a� <br /> a- 2 7243. / 0 �t�COA6 % '^ 418.07' -.- 3 uj4 <br /> 63 ` �/ N 84'19'43" E N J H Z F-- <br /> �n a� 1X28. 1• f N 85'07'18 ' E N / p' E 519'43 r ., Q <br /> l9 293.04' �^ / Cos O qA z <br /> 0 04 <br /> N `� �� -� 1xti y 7v Oco <br /> W "� <br /> GENTERLINE DRAINAGE �� - - 10 .' FD. 3/4' Pipe <br /> ,4, l D15TRICT ROADWAY <br /> P� <br /> EASEMENT R.S. 31-84 1.N. 85042756 / / J , � 1.3'CW)+2.o'CS) = O <br /> 0 <br /> �p 44 / o I O CNO RECORD) cr <br /> cy`Vp� s �^„ / N 85'44'43• E z 2645.97' d <br /> n;DCfl� �,O �� � 4�8- 1403_09'- <9 <br /> o� <br /> S Z <br /> 6 CS602 ; ar\ ��S I ._- -- // �P`�7 1/4-1/4 SEC C E ) N 85'35'20" E 20' ROAD E SE MENT 1/4-1/4 d' <br /> ��,� / �O CORNER 385.55' .y SEC. CORNER <br /> 2 �� s \ < .- '� G SET RR SPIKE <br /> $ O O,P a t� i �. <br /> 1 20` 8 / 3 o <br /> 0 Q <br /> Z-Alll _ t9 <br /> • O <br /> / ' �,33� �' / N N r7 <br /> N Za1.Sq \!\ Y Cr Z O it <br /> / \ 0 •-9 <br /> / coLZ <br /> L r1 <br /> x. PG• (1) Q <br /> l �/ /� °`°`°c� ��°'��q W s� s 9� 1 1y gO1Og1 ' <br /> 1 <br /> off- / p,� �2 5 ✓o 9c. � �O . P <br /> s� PORTION GF 52.08 AG. X04; \/ <br /> `N 84'40'49" •t\ 78.07, 0.1 PARCEL SHOWN ON ►/4 SECTION LINES <br /> q0 <br /> 456.53' 869 26+f \\ \ 4-1SHEET 3 gyp. E CORNER C 13 G <br /> 43 i Z g� <br /> S 35'52'29" W �\ S 86'28'54" W <br /> 143.47' 'V <br /> 825.65' - �r--- 1977.32' <br /> ' N 02'25'16" W- 53.33' � <br /> 1456.42' 1183.30' 659.10' 646.14' 1331.18' C 1330.70' ;G)7 <br /> 1/4 SEG. S 85'5238" W 2639.72' Lu !+� <br /> CORIIEIZ allo 00©t N 85'38'57" E 2636.42' <br /> N <br /> 40' 40' <br /> Fd: N41I 19112sr T� T?CF 1'76 38 at FD-nteRrOof PIPE SEE SHEET O o I * ' SEE ENGINEER'S <br /> CSET DURING R.S. 31-184) M AT � � Sec. 12 O 3 z L. I N E NOTE 2 <br /> See CA) z THIS SHEET R.S. 7-GG <br /> 5 8 6'O L'04" W <br /> / 611.35' <br /> t <br /> "1423 <br />