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} <br /> ?.5dra. 6r466 01gk <br /> .damped- Ci fy o�5fockfan ., s ; 3/4"p/n @4 Pt. per �'fa�e lli� hrva •� <br /> Survey - ,p C. E.,9/89inconc 9 y <br /> Monumell to lion Ma d aled Aug. 197,9 <br /> Mon. Bax 4N-/4 0 . P <br /> V = l 750 /56 . 76 �, x : / 749 9Z/. al X= /, 749, 3/7.05 <br /> X : 1 75/, 269.66 Y 563, a4 7. 15 `- I, `" ;� Y: SC4, 140. /3 9N�Z r= SC6 CC/.03 <br /> Y= 559, 009. 76 <br /> 151018'45"W 40.71 ' W <br /> Chis. "f "- 3'w % z's of Al. E. Corner e� ,Pe /aced Cal Trans' Qo <br /> £lched "1 "ire p 5 7E'/9'4Z"IN 30.00 0 <br /> oI �'I Br. 19C 9¢ aver Pix/e S/ ori Fronfd e �d anyle poinl, ¢ Fronfaye ,eoad <br /> v west �u�rrdrail- y 9 <br /> Mq,eINER6 e f of bridge � ',` \ fronficde Koad <br /> "1le'lo '?a 9 /—'N/3°59'/0"E 299¢ ' <br /> { <br /> E ///9. /?-- _-r '� -- N /3 ?d'' Z3 " W z 5,92 ?4' 1T73 58-5J; <br /> d159,79' O <br /> Banc. nail in P4werhle <br /> N 76'/9'4T'E CJ.52' ° 4' <br /> J rN 72' S2'f0"E 65.54' � <br /> \ N4/°53 '06"W 53.60' � <br /> Punch Mirk in copper rod Cone'. nail /n {o /ine <br /> — Fd. City til)/iurnen� Ne 4N-13 to of NWesrner of j 5 brid e 9 I- 5 <br /> INTERSTATE a7-- No. 5 per 2. 9. X9//80 - Br�55 pick '° 9 5. 9oand 15 :zt <br /> I-5 over Pix/ey S/oelyh o <br /> (z-5) In fop /Z "conc. pillar %15 <br /> r <br /> X= 1 74,0,974. 97 4 <br /> 9N4 r= sC8, 43a.JV ,fie laced Cal Trany Har-1;' Wifher <br /> Z B= 0 3Z 02" <br /> 9N p <br /> 1415 7041'3.9"W �c. /5' Stamped `X?8 an 6 h f IWI'le A,)id <br /> C&6. 'Pin <br /> N /3° ?(Y' ZJ W N /30 Sb ' S3 " W /619. /7. 9treef Ci9h/9ase --,�Q� 7 <br /> Q , <br /> 4 Chis.Y"in 51reef & hfBose <br /> j 932'37', 3"E 67�' <br /> Z h <br /> o • <br /> v �0 <br /> h N998z2'44"E 960, ,74 ' <br /> NOTE: bee Ghee f hi{' IJ <br /> for Le qend and MTIN UrL7 07V SWEET-,3 <br /> Monur�iernfa /ipn. <br /> RECORD OF SURVEY <br /> Fo vnd Iron Pin in <br /> s. ✓. ca. Ronurr/enf Well , ,; CITY OF STO CKTO <br /> of Tawnshrp Corner goer <br /> 11ate9i'yhwacyMoaurne0ation w TRA)ERSE _ CON.TR_OL. MONUMENT SURVEY � <br /> Map dated 4uy. , 1979 and pe r O <br /> R.W. SIEGFRIED & ASSOCIATES CIVIL ENGINEERS BASIS OF BEARING , Bearings , distances and coordinates are LYING WITHIN SECTIONS <br /> STOCKTON, CALIFORNIA JANUARY, 1988 <br /> based on the California Coordinate System Zone 3. Multiply 11 T.2 N. , R.5 E. AND 15 & 7, T. 2 N. , R.6E. , M.D. B. & M. <br /> distances shown by 1.0000594 to obtain ground level distances. CITY OF STOCKTON AND COUNTY OF SAN JOAQUIN, CALIFORNIA <br /> SCALE= I " = 200' SHEET N0. i 0F 13 SHEETS #sc7o <br />