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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 SEC. COR.
<br /> FD 2" I,P, WITH BRASS
<br /> SEC. 34 SEC. 35 S88.43'08"'E 2658.71 '(M) 2658 80'(R18) 'J_ 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 /> SE
<br /> T.3 S., R.4 E., FD CA 259 J�8 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
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<br /> CV 019 30 ��' FD 3/4 (.PIN TAGGED
<br /> s o ,,� 4& FID
<br /> «>''SEE DETAIL '1' RE 7339(R12)
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<br /> =° �� 2� " PIM (R THIS SHEET ,yam
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<br /> ,o- RCE 7339 FD. CA pp 1r o ►�
<br /> 'a a 0.6 UP NOT AT 270 �� - O 46 N N.T.5.
<br /> N.T.5.
<br /> °' `" 0 BC OR ON R/W LINE �6 4%�y m
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<br /> w FROM R/W
<br /> BC & 2.45' O49x FD. 3/4" I.PIN U TIC:
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<br /> O 2.1e OFF R/W LINE U_
<br /> w ' WESTERN PACIFIC O ,- '02
<br /> • ;1oN s S88°0653 E
<br /> /� ,� � SEE DETAIL
<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 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 W
<br /> RAILROAD RIGHT-OF-WAY 50.65' FROM f O i
<br /> .r \ � 5
<br /> `." ESTABLISHED BY SPLITTING `�,� T�fA \N00 40'47 E b 3.07 FROM EC Sl�� O C',q 59.1911)
<br /> N W EXISTING TRACKS '�b 9Qo• 26.60'{M) �' N F y �C� 60.00'(R7)
<br /> o p► �, S V CORNER IS 'rad j O
<br /> o� Q Q „� OS 66 23'59'E 4't NORTHERLY 9�i 387.03'(R7 h Oy /L0 SLS S
<br /> Z 6•f�59w� �--� �N6 .� rSj 400.28'tM) OF R.R. FENCE S'S�O 386.52 {M} 9''4j� ? ,D' O F�FC CO
<br /> •F, L 6 ! FD 1/2" I.P. 6 v'
<br /> •��\�,� `,�,0 N6 44e BS 59„E o4,s�• 6`x,24 RE 29 9 ACCEPTED A FD CA �0A,q Scs'/M�.�
<br /> 2/ 00 19 `� 54'� 4� \ M/ o rn 40 0S. ROADWAY` I.N. 92063244 F `1/4 SEC. COR 272
<br /> 1J 1'1 148.5' 6.23, �1 ? 6;, L.P. 0 O '"
<br /> N 2 S• V. THIS 5URVEY, N s /C
<br /> EASEMENT a,
<br /> o g19 PROPERTY 0 /��s� ° ���� O.R. 3095-714 \ r 1WIDE (IT 12)(R13) ai
<br /> , 3 s�. 7(3.35 ac (grid) �L.
<br /> OLINE N62'01'34"W sS���'�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' L.P. �j. S88°44'51"E \ 2638.49'(M) `. � TH1S S _ ET
<br /> FD- /2"SECCOR. SEE DETAIL '3' . s v
<br /> FD. 1/2" I.P. ORIGINAL � �\ SF W
<br /> TAGGED RE 2909 PROPERTY THIS SHEET s��\ Co. 2, r4�•e4 SyF
<br /> LINE O� � NAS' �N eRgS /�'ii` CALC'D 1/4 SEC. COR. �• FF FT
<br /> (R18}{R13) a0. 4 0 43B CO 9��L ��j• BASED ON FENCE LINE o
<br /> 4.7' EAST OF FENCE /,9 /,� >>>� 40eeHCRF t v AND DELTA-MENDOTA 9
<br /> LINE
<br /> 8� 6�0 ?rs253 Tic QO�o'�?.79� CANAL MONUMENTATION- `Q~ C/
<br /> s 0p ri� O.'• /� NOT USED THIS SURVEY o
<br /> /�s • N88.44 51"W •� ? / i
<br /> ?/ �. tiiC 9Sj h �\ ' SCALE= 1'= 400'
<br /> 1.05' ' r �\ o 'S'�y�gQOSS4 \ °s°^�r
<br /> � �� y O9 ,B Ods. ^� \ N O \
<br /> O S00040'47"W 20' WIDE PIPELINE �, \ �tiCO.o`�09 /�//,9 �' v Q
<br /> 0 1.41'-� ,}, 0.93' EASEMENT d R/W SS*4 9•?�\ F 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�'S '
<br /> CIVo B O O. CURVE RADIUS LENGTH CHORD CH.BEARING DELTA
<br /> 6�,`w. OR 3108-293 / r o 0 ,� w °
<br /> � /� c� Cz ;9 �,S 0• , \ C6 (M) 1507.12' 1062.70' 1040.82' N86 36"00"E 40 24'01"
<br /> N39.41'33"W o tcq /,�u'?. 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 o \ • "
<br /> O,c Bj PROPERTY C9 (M) 1095.91' 1195.28' 1136.91 ' N82 21'17"W 62 29'29
<br /> NEW PROPERTY LINE
<br /> � LINE o � '• C10 lM1 5779.51' 100.23' 100.23' N51.36'20"W 00'59'37"
<br /> DETAIL '3' NO ACCESS PER \, 9'� Z \
<br /> O.R. 3095-714 o /",j
<br /> 1.6's N. T,5.
<br /> L.P. OQ
<br /> N
<br /> FD 2" LP. u' DRAINAGE EASEMENT
<br /> So•a fo 10"o770
<br /> EC.COR. ?048L.P. OO.R. 3095-7i4 .?
<br /> w 0eSEE DETAIL E
<br /> S?ti
<br /> SHEET 8 S�?49 &V ,a� f/9e� RECORD O SURVEY
<br /> o I.N. 92083244 0 os 9• o-
<br /> 173.93 AC (grid) Z /4f "ip
<br /> b 7.4't /R 8 �9. �✓ �/ OF PORTIONS OF SECTIONS 1, 2 AND ALL OF SECTIONS 11,
<br /> Z N.T. S 173.9 AC (ground) s/ °'oo''s�\ 364Ss 12, 13 AND 14, T. 3 S., R. 4 E.,
<br /> 100.19 AC (orid) y o,. MOUNT DiABLO BASE AND
<br /> 100.21 AC (ground) �9e� � �o M� o MERIDIAN,
<br /> 5 AE.DMOUNT TIDI BLO BASE AND ONS OF NMERIDIAN AND 19,
<br /> e0.
<br /> rj�i SAN JOAOUIN COUNTY, CALIFORNIA
<br /> SEC, 3 SEC. 2 0 JUNE, 1993 SCALE: 1" = 400'
<br /> / S E DETAIL " \
<br /> � \
<br /> S88032'2 7"E 2646.64'(M) 2636.04' (R1) SFN SEC. z sEc. 1 \ �. NOLTE and ASSOCIATES
<br /> o'.---► S88°32'27'E 2646.64'(M) 2636.04' (R1)
<br /> 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 201
<br /> \
<br /> SEC. 10 �' FD. 2" I.P. WITH BRASS T3SR4E FD. 2" I.P. WITH BRASS SEC. 11 MANTECA, CALIFORNIA 95336
<br /> CAP 1.9' 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. T3SR4E
<br /> 1961 SEE
<br /> S 2
<br /> SHEET 4 OF 8
<br /> JOB NO 5070.92-00 S,-111S-12
<br /> 5070-RS 1 1
<br />
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