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414PPS <br /> S 1D <br /> TRACT NO. S4i <br /> SUBDIVISIONS OF SAN JOAQUIN COUNTY <br /> 41 � -�P., <br /> \� <br /> EM <br /> IT <br /> E <br /> VISTA <br /> 72 73 -�� , <br /> 40 � UNIT 2 <br /> $G.Q BEING A PORTION OF THE NORTHWEST 1/4 OF SECTION 34 <br /> 7' S.E. 39 -'� ► TOWNSHIP 2 SOUTH <br /> RANGE 5 EAST, <br /> ► e (w �g MOUNT DIABL <br /> 589' '1 O BASE AND MERIDIAN, <br /> 71 96•00(M 1 �• 38 •-. CITY OF <br /> 74 � _ _ _ _ _ s 8� TRACY, SAN JOAQUIN COUNTY, CALIFORNIA <br /> n.41' , �' �• 37 N x 36 •"'� NOVEMBER, 2009 <br /> O� g <br /> It� . e'' •�� v N S89'45'48"E M.C.R. ENGINEERING <br /> • /, 586'42'42 100.79' <br /> .�, 39_21XAM j g 1242 DUPONT COURT MANTECA, CALIFORNIA <br /> 70 75 3'W .00 � � L15 L1 18 PHONE: 209.239.6229 FAX: 209.239.88 <br /> w <br /> R .G. • 9 6 39 <br /> 8,954 SF 3 34 <br /> 92 •`� <br /> ��� % $ 95 <br /> 14,095 SF \ $ 94 7,847 SF & � NOTES. <br /> y 5.800 SF $ 1. SEE SHEET 2 FOR ADDITIONAL NOTES, LEGEND, REFERENCES <br /> 76 r3 $0 � a: �D AND BASIS OF BEARINGS. <br /> 69r <br /> t <br /> ► '�P, Hip ;'??"MSR %, s� S6•gQ:� , ;I <br /> fn )SA <br /> 08 <br /> 68 .640 117 <br /> � �e3�� c <br /> 10 <br /> � \ `� Q � 0 �•Qo � �� I <br /> ,,,N` r I ?3 C27 589'45 481 <br /> 98a <br /> g 91 �- GRIZZLY 0 41.17' W <br /> �J 8.413 SF ,� \ 07 a <br /> z m C 0 U R T !'� > W CURVE TABLE <br /> W C24 pti� \ �1 C58 N - <br /> �' <br /> 67 1 0 78 m W CURVE RADIUS LENGTH CHH CH. WARM DELTA <br /> o 1ti -- 1 `�� , ,, �� 1 9 9 = C24 770 W16046*f <br /> C25 40.00* 41.3r 39, 1 S7735'31*W 5WIS'440 <br /> 105 Ch <br /> N <br /> C27 250.00' 74.12 73.85' S61'18'13"E 16'59'11' <br /> I � ,� ��► w�/ •� �/ N I � � •- <br /> t� <br /> 66 <br /> 79 , , 1 I a w r 222.00 52.99 52.86 579'38 52 134030• <br /> ► r 12!439 SF $ c'$ �- 278.00 41.45 41.42 S82' <br /> 50 51 08'32 <br /> y A 694M SF 88 "` 87 o I r 1 10 0 -- 278.00 28.14 28.12 S75'40 35 0347 <br /> 7' y 8!143 SF ♦ W 40.00! 19.03' 18.55! N86'24 25 27'1936 <br /> (SEE SHEET 2, ( C57 40.00 22.34 22.05 S8357'43V 32'00'08' <br /> 1 v' NOTE 5)-� •�►e 7' S.E. ( 50.00 42.35 41.09 N72'13 2 48'3135 <br /> 108.54' 59.58' 57.09'- - -84.41'� v3 '� ca <br /> 50.00' 45.00' 43.49 S57'43 5 51'33'34 <br /> 65 80 f W 10 4 50.00 45.00 43.49 S06'1015 51.3346 <br /> 85.00 x,:45 48"E 56.00 Co. 3.62 G 85.00 � C81 50.00' 45.00' 43.50' • <br /> „�. • 309.62' ,�. • N z 101 s4s23 47 51341 e <br /> 1515I � ► - 50.00' 31.45 30.94 SW12'09=W I 38'02 2 <br /> • • • . • z <br /> 1 82 •,� 83 t 1 84 ;� 8 85 w 86 1 W <br /> 64 2 6,733 SF ES 6!22,5 SF 5.819 SF 8.822 SF 6,577 SF <br /> 81 r r il t r ca LINE TABLE <br /> ► 102 UNE LENGTH BEARING <br /> i o' P.U.E. 10' P.U.E. )' 34' 1 103 L15 68.00' NW4s'48 (M)(t) <br /> - _ _ _, '�,o� 1.19 68.00' NW23050"E (Mxi) <br /> 65.00' 56.00' 83.62 44.98 <br /> ► j '`--- <br /> SOV36"I 01E 289.58' ' <br /> J9 PFC JESSE J. MARTINEZ DRIVE <br /> - - -r'�""''' <br /> WWI C <br /> 23 <br /> N4S19'210E • '`"96.31'(Mxl) 343.73' , 0 _ <br /> 28.32(M)(t) � '� �'���R� f 15' WIDE W.S.I.D. EASEMENT <br /> ^� SSW38'10°E_ 245.78' I _�...,,� ,.,,. ! 1�.zlf �S06'40 38"W(� PER DOC. NO. 2004-192385 <br /> 777.0 <br /> = ; 56.00 56.00 58.00 <br /> - _ - - - - - - - - - ,00' 58.00 58.00 56.00' 58.00 58.00 58.00- <br /> SFN \ 21.05' - - - - - - - - - - <br /> - - - - - - - - - - - - - -- - <br /> 6.50' `�'10 P.U.E. <br /> 19.95 M I 395' \"'-1 0' P.U.E. 8. •� <br /> 50 <br /> • 166 <br /> 7463 SF 9 8 8 cl $ N $ N N <br /> • • 185 164 163 162 161 160 r 15 r 1 r 157 g 8 <br /> � � � 9 58 156 155 <br /> .59600 SF 5,800 SF SAW SF 5t800 SF Z <br /> 3,800 SF 5,600 SF 5 Q00 � 5,800 SF 5600 SF <br /> I ! 5!800 SF <br /> • C C!!�(/��/�) • • . ..,,,`. . �56.W, . . 58.00. . . 58.00' . . 58.00' 58.00' 00 56.00 58.00 56.00' 58.00' . <br /> 65.00'(Mx� " . . � . . � . . . . r . . . . ` . . . . . . . . <br /> � . . � . <br /> S�r36'10 �K�, SW36'10*E 1255.69'(M) _.._ . . . . _ . . ,.. . . -- <br /> 3/4" I.P. TAGGED L.S. 4876 �- <br /> PER 36-M&P-39 N�' Q Q �� 1/4 SEC710N UNE SF7N <br /> 34-M&P-40 do 33--M&P-52 ON\l <br /> 10/09 AT WST 1/4 COR., SEC. 34 4 N1 <br /> J;\2004\04-143\FM\FM3.DWG SHEET 3 OF 5 SHEETS <br />