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SJ 120 0.0/6.6 22 31 <br /> Q• Q�`� 3�° o�T-i S' 93 S>8 lJ o0 Oa �Q\ 0 <br /> woo 'os 20 8 S 2� .. h9 \0 A X <br /> Q-' l ° �'o °O .p�4 •' \ p° S2'3699 /i0 `35 39��,� �' 9 �`9`'`' G �' I c0Q <br /> O k a O F 3 1� 3 0 N Q' rI " \c e $ l f` 6 2 A Approved : �'✓� <br /> YO �• , �' a d'' a O O �6't, 66 Q` 0 a c c� 5 3 8 <br /> ? / S S° , c,��;` •� F 46> 2 �2�' \Z y \5 21 '9 yr 2 F h O <br /> co o O t 6't �0 16 L REN T, MAR , RCE 20870 <br /> 09/�,Oo,� �� •� v�c�� io— D ,3/O , 9 ,30 9 0'�' 61,'�g0°�" Fj Se '�5 gh R A 2 O <br /> 0 ;P �p \�R1 `�' a'° i %' ' 693 �1 4> a 93, CGn�� �� -i2� 2,0 9 X89 't Aga A92 $gQ C� SURVEY OFFICE ENGINEER <br /> 'sa c� �' �� a+ n /OS 9 sti 'of'( �0 p,6 5 of 2 <br /> 395, tirh2?O as �o \ 008 9� \�0 \�9 a 9R2 .c� Date: <br /> CD 't,L o��' ro <br /> (P D <br /> +50_42 111 +53^31— <br /> ti� <br /> 7 <br /> 5 80 <br /> 3 <br /> go , N if)' � ok pr9�g�h• 0oo as 6 <br /> Z1b <br /> ' e <br /> O ti_n V o�' 2 M ,n 6� D <br /> o$0 <br /> \A 6-( •ooAj <br /> ma �p0,� ,��aa�i, � —`W0 z — O �1°' �`' yo�app. Q <br /> JOHN N. & G. ARETAKIS 70b O�i�Z 5 FFo ,�j o�'' hA,�,_ II 3. q S�Qo <br /> ��► p`O��"�'� .ti° _ N 8 8° 2 O 16 33 25 F �o �s' h o otic S <br /> 4299/OR/235 32.,,. h� ,�� �.,6,�� s T. 2S . , RM. D. M . <br /> s� <br /> '-c� Q�, 1 a co <br /> LO 00 0 <br /> oo R f80 _ _ �,� ms's ph y si Ys 9 <br /> 82.48' _+5_0 90, �� 6 '0 s ,� <br /> 0-,5 o oz SS xo-„)N84°52'27” 55 Set�c3/4"Iron Pi o ��ps <br /> �. a�o ry w/2 Wosher �., . x �X 9 <br /> 3/ 9330 N 1003 /90/�9�s�s 3°s,� T <br /> y <br /> 9 7622E0O F � �'� .. J <br /> 9 00 esti 2So \29�\Rl1� M C► F Fqs <br /> +25 _ / fD w �_ 4 ��' \T CoIc. Pro .Cor <br /> 467,039.855 N <br /> 1 + 82.18 P.O.T. MANTECA RD _t 10 60' r t�5 �'��'`� O ��'P 466,92 9 058 N <br /> 1,793,433.642 E 0+00.00 B.C. Beg. Rt. Fr. Rd. East 55 _ ti - 1,794,372. 512 E <br /> 32 + 56.76 E.C. End. Rt.Fr. Rd.West _ w o toas z �� <br /> nig O to N S 8 9° 38' 55"E <br /> ,�M— <br /> 466,966.857 N N o _ �N K) _ N89°22 25"W 728.07 <br /> 1,793,379.739E O d ^ 56 r 147. _„N X73 80 , 467,312. 166 N <br /> 466 845.654N N _ N 89°22 25 W� p 1,793,509.532E Jr S89°40�59 �E <br /> _ <br /> 055. <br /> 1,793,381.573E 25 S.0°52 00 E <br /> 30 - 25 12.42 0_ 467,201.409N 3 <br /> N. 89059'35"E 466,846.118 N 1,793,511,207E <br /> 466,845.657N to 3 <br /> 1,793,491. 579E p <br /> N <br /> 1'793'406.578E o~°- <br /> d - <br /> ` <br /> ' .111 N <br /> � N N p 873 N <br /> o � 1793 436.572E 4O � <br /> 0 ri N 1,793,511.351 E cP -s oCID <br /> rl�Z M0+11.59 Be /, 294Os/ <br /> v z MANTECA 3,622.234N o'L Z " <br /> O3 <br /> N%TO466,632. 513 N <br /> 1,793,406.604EN Fd. Prop. Car. 467 °5 <br /> 119.032N 4 �ti ohrO\2��o � ' Z <br /> Bolt a Washer 1,793,522.454E S� 602 g'Z 0-P466,047.852N <br /> -•-- <br /> 2 , 158. 25' 30' S 89°3925"E j ss°/ss ,�/ `' °' p 1,794,373.721 E <br /> -�-- N 89°55'38" W 2,628.57' - 30 253.26' /�� �00-ij 0. S 8905002"E <br /> j 466,632.476N 375.00 <br /> O 'l 'S 467 094.900 N <br /> 1,793,436.604 E 466,632.296IN �� �j D� ' <br /> 466,630.780N �'l• h �• � <br /> Q 1,793,466.604E 1,793,719.857E �' �� 1 N 1,793,644.019 E <br /> 9 <br /> O N \1 Vv J`�J A J`J J r 1/4 Cor., Fd. Bolt / ° ,�\ _ . P. <br /> 465, 297.741 N r0 56 N <br /> 1,793,436.760E i in S`' �2� 9 p�3���� DETAIL <br /> Cit L i/n is L e -c. <br /> �'' 6 'S• - 3 NO SCALE <br /> w _ 4661983-595 N OD N <br /> m0 1,793,494.499E �, — <br /> O 466,933.523N <br /> N � — � ' <br /> O to <br /> N O 1,793,644.461E <br /> SECTION 8 Z N SECTION 9 o ZS89°38'55"E f'IL <br /> Ki vi 728.07 <br /> U <br /> +CP <br /> O <br /> Z _ <br /> , S 89022'25"E--� <br /> P/L <br /> 466,880,351 N 7380 <br /> 1793,491.933EQ 147.56I N <br /> 2 <br /> 466,858.533N CP S 8902225"E 466,898.684N <br /> Sec. Cor,, Fd. Bolt 1,793,491. 391 E N 1,793,64 4.55 6 E <br /> 462,661 . 082 N 8 9 S. 005200 E <br /> 1,793,435.111E 17 16 466,846.118N 25' 12 42' Prop. Cor. <br /> STATE OF CALIFORNIA <br /> 1,793,466.578E Fd. 3/4"Iron Pipe <br /> N 890 59'35 E BUSINESS AND TRANSPORTATION AGENCY <br /> 466,878.683 N <br /> I, 793,644.612E <br /> Exist R/W DEPARTMENT OF TRANSPORTATION <br /> NOTE <br /> LEGEND DISTRICT 10 STOCKTON <br /> UNLESS CITHERWISE INDICATED . 41 , RAW TIES a ONUMENT TIES SUPPLEMENTAL INFORMATION MAY BE OBTAINED FROM THE FIRST OR SECOND ORDER STATION IN THE NATIONAL /1 / <br /> ARE AT RIGHT ANGLES OR RAOIALLY OPPOSITE �t RIGHT OF WAY ENGINEERING SECTION ')R SURVEYS SECTION, ® GEODETIC CONTROL NETWORK V <br /> DEPARTMENT OF TRANSPORTATION ,DISTRICT IO Q PROJECT CONTROL SURVEY MONUMENT <br /> 1976 EAST CHARTER WAY STOCK TON RECORD OF <br /> a MONUMENTS FOUND OR SET N <br /> � COORDINATES , BEARINGS AND DISTANCES <br /> SHOWN ARE BASED ON THE CALIFORNIA ❑ SET I" I.D. x 24" IRON PIPE & CAP ( CALIF DIV. OF HWYS. OR CAL DOT ) O <br /> URVEcc <br /> COORDINATE SYSTEM , ZONE 3 SY <br /> � SECTION CORNER OR I / 4 CORNER ( CALCULATED � <br /> UNLESS OTHERWISE NOTED ) SHOWING MONUMENTS FOUND, SET & RESET O <br /> PREPARED BYDRAWN BY - 0 NOTHING FOUND OR SET <br /> CHECKED BY _ CHECKED By <br /> $GALE: l - 100' SAN <br /> N 0A f ' <br /> Q V N COUNTY � <br />