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R.S. 11 113 <br />T.2 S., R.4 E., <br />SEC. COR. 1/4 SEC. COR, CALCULATED M.D.B. & M. <br />FD 3/4" REBAR PER 1R18) NO FENCE CORNER <br />LS 4858 (R18) EXISTS <br />SEC. COR. <br />FD 2" I,P, WITH BRASSSEC. 34 SEC. 35 S88.43'08"'E 2658.71 '(M) 2658 80'(R18) <br />J_ <br />CAP STAMPED O:W,R. (R12)(R13)IR18) <br />S88'44'04"E 2630.75'(M) 2630.84 (R18) SEC. 35 SEC. 36 <br />SEC. 3 SEC. 2 <br />SET.3 S., R.4 E., FD CA 259 J 8 <br />SEC. 2 C. 1 <br />M.D.B. & M. T.3 S,., R.4 E., <br />tisr. M.D.B. b M. N41' S4'30"E <br />m 62 4B• a 2.53' S36'a4'4E;'W <br />1o07 <br />S/ d 3.05 <br />to <br />CV 019 30 FD 3/4 (.PIN TAGGED <br />s o <br />4& FID <br />SEE DETAIL '1' RE 7339(R12) <br />cy 2 <br />PIM (R <br />THIS SHEET yamcv <br />N FD 3/4 I. 3) <br />N t., DETAIL '1' DETAIL •2• <br />o- <br />RCE 7339 FD. CA pp 1r o <br />a a 0.6 UP NOT AT 270 - O 46 N N.T.5.N.T.5. <br />0 BC OR ON R/W LINE 6 <br />4% <br />y mto <br />w FROM R/W <br />BC & 2.45' O49x FD. 3/4" I.PIN U TIC:A' ry <br />ED 3/4` !. PIN (R 13) ¢• TAGGED RE 7339 (R12) Q a ell <br />O 2.1e OFF R/W LINE U_ <br />w WESTERN PACIFIC <br />O ,- 02 1oN <br />s S88°0653 ESEEDETAIL <br />N Z e` RAILWAY COMPANY s9?. / THIS SHEET l 121-99'(M) <br />to N S O BK "A" VOL. 145 PG 230 rjp <br />N 1/4SECTIONECTION <br />a1 S.J.C.R. <br />W o NOTEm aV,_,N66.23'59"E FD 3/¢" 1. PIN (R13) psi S <br />z 98.31 (M) 9 O S20 00 00 WRAILROADRIGHT-OF-WAY 50.65' FROM f O ir 5 <br />ESTABLISHED BY SPLITTING T <br />fA N00 40'47 E b 3.07 FROM EC Sl O C',q 59.1911) <br />N W EXISTING TRACKS b <br />9Qo• <br />26.60'{M) N F <br />y <br />C 60.00'(R7) <br />o p S <br />V CORNER IS radj O <br />o Q Q OS 66 23'59'E 4't NORTHERLY 9 i 387.03'(R7 <br />h Oy L0 SLS S <br />Z <br />6• <br />f <br />59w <br />N6 . rSj 400.28'tM)OF R.R. FENCE S'S <br />O <br />386.52 {M} <br />9''4j D' <br />O <br />F FC <br />COF, L 6 FD 1/2" I.P. 6 v'0 N6 44e BS 59„E o4,s• <br />6`x,24 <br />RE 29 9 <br />ACCEPTED A FD CA <br />0A, <br />q Scs'/ <br />M. <br />2/00 19 54' 4 \ M/ <br />o rn 40 0S. ROADWAY` I.N. 92063244 F <br />1/4 SEC. COR 2721J <br />1'1 148.5' <br />6. <br />23, 1 6;, L.P. 0 O <br />N 2 S• V. <br />THIS 5URVEY, <br />N s CEASEMENTa, <br />o <br />g19 <br />PROPERTY <br />0 /s ° <br />O.R. 3095-714 \ <br />r 1WIDE IT 12)(R13) ai <br />3 s. 7(3.35 ac (grid) L.OLINE N62'01'34"W sS' <br />S, 78.36 AC (ground) ORIGINAL 0% J DETAIL '4' <br />406.08'(M)(R8) tM/ h''PROPERTY LINE SEE DET949w N.T S. <br />S88°44'51"E 2650.03'(M)4' <br />L.P. j. S88°44'51"E \ 2638.49'(M) <br />TH1S S _ ET <br />FD- /2" <br />SECCOR. SEE DETAIL '3' s v <br />FD. 1/2" I.P. ORIGINAL SF W <br />TAGGED RE 2909 <br />PROPERTY THIS SHEET s\ <br />Co. <br />2,r4•e4 SyF <br />LINE O NAS' <br />N eRgS /'ii`CALC'D 1/4 SEC. COR. • FF FTR18}{R13) a0. 4 0 43B CO 9 L <br />j• BASED ON FENCE LINE o4.7' EAST OF FENCE <br />9 /, 40eeHCRF t v AND DELTA-MENDOTA <br />9 <br />LINE 8 <br />6 0 ?rs253 Tic QO o'?. <br />79 CANAL MONUMENTATION- `Q~ C/ <br />s 0p ri <br />O.'• / NOT USED THIS SURVEY o <br />s • N88.44 51"W i <br />tiiC 9Sj h SCALE= 1'= 400' <br />1.05' r \ <br />o ' <br />S'y gQOSS4 s°^r <br />y O9 B Ods.N O <br />O S00040'47"W 20' WIDE PIPELINE <br />tiCO. <br />o`09 ///,9 ' v Q <br />0 1.41'- 0.93'EASEMENT d R/W SS*49•?\ F <br />l 9c>> o/ NO ACCESS PER N e <br />1 M) vim• M TIDEWATER OIL 4/ >>. F v OR 3095-714 N CURVE TABLE <br />Yt u'. i COMPANY M//q ° 4s,4,0 9'SCIVoBOO. CURVE RADIUS LENGTH CHORD CH.BEARING DELTA <br />6,`w.OR 3108-293 r o 0 w <br />c Cz ;9 <br />S 0•C6 (M) 1507.12' 1062.70' 1040.82' N86 36"00"E 40 24'01" <br />N39.41'33"W <br />o tcq u'?. <br />c-N C8 (M) 1145.90' 1249.81' 1188.18' N82.21'17"W 62'29'29" <br />h w N 255.98'(M)(R8) NEW <br />oO,c Bj PROPERTY C9 (M) 1095.91' 1195.28' 1136.91 ' N82 21'17"W 62 29'29 <br />NEW PROPERTY LINE LINE o C10 lM1 5779.51' 100.23' 100.23' N51.36'20"W 00'59' 37" <br />DETAIL '3' NO ACCESS PER <br />9' <br />ZO.R. 3095-714 <br />o j1.6's N. T,5.L.P.OQN <br />FD 2" LP. u' DRAINAGE EASEMENT <br />So•a <br />fo <br />10" <br />o770 <br />EC.COR. 048L.P. OO.R. 3095-7i4 <br />w 0eSEEDETAILE <br />S? <br />tiSHEET8S?49 V <br />a f/ <br />9e RECORD O SURVEY <br />o I.N. 92083244 0 os 9• o-173.93 AC (grid) Z 4f "ipb7.4't R 8 9. OF PORTIONS OF SECTIONS 1, 2 AND ALL OF SECTIONS 11, <br />Z N.T. S <br />173.9 AC (ground) s/ <br />oo''s\ 364Ss 12, 13 AND 14, T. 3 S., R. 4 E., <br />100.19 AC (orid)y o,. <br />MOUNT DiABLO BASE AND <br />100.21 AC (ground) 9e o <br />M <br />o <br />MERIDIAN, <br />5 AE.DMOUNTTIDI BLO BASE AND <br />ONS OF NMERIDIAN AND 19, <br />e0. <br />rj <br />i SAN JOAOUIN COUNTY, CALIFORNIA <br />SEC, 3 SEC. 2 0 JUNE, 1993 SCALE: 1" = 400' <br />S E DETAIL <br />S88032'2 7"E 2646.64'(M) 2636.04' (R1) <br />SFN <br />SEC. z <br />sEc. 1 NOLTE and ASSOCIATES <br />o'.--- <br />S88°32'27'E 2646.64'(M)2636.04' (R1)SEC. 11 7 Engineers/Planners/Surveyors <br />SEC.COR,588'32'27"E 5293.28'(M) 5272.08' (R1) SEC.COR. L 302 CHERRY LANE" SUITE 201SEC. 10 ' FD. 2" I.P. WITH BRASS T3SR4E FD. 2" I.P. WITH BRASS SEC. 11 MANTECA, CALIFORNIA 95336CAP1.9' ABOVE GROUND, S-31 S-2 CAP 1.9' ABOVE GROUND, SEC. 12 <br />STAMPED D.W.R. 5-105-_11 TELEPHONE: (209) 239 9080 <br />STAMPED D.W.R. T3SR4E1961SEES2 SHEET 4 OF 8 <br />JOB NO 5070.92-00 S,-111S-12 <br />5070-RS 1 1