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SE's' SHEET' 2
<br /> "FABIAN ROAD
<br /> SECTION UNE
<br /> S 89'35'3 E T _
<br /> •' 3 9.17' -1-
<br /> PARCEL MAP
<br /> 0 . . CALCULATED f 7 NO'18'O1'£ *^o DEMO TO STALE OF CALlfORN1A
<br /> WEST 14 SECCORBY SINGLE PROPORAWN 226.02' N BY O.R. 1471-404, SJ.C.R. r 717H .STREET
<br /> BEING A SUBD/VISION OF A PORTION OF THE WEST
<br /> H" OF THE NORTHEAST QUARTER OF SECTION 30,
<br /> CITY LIM/T LINE----- ,� / ""- 5� "'`�
<br /> DIRECT ACCESS TO 11TH STREET /5 RESTRICTED -- I
<br /> -- + 290 45' -"i 443.30' --"7 , ; .L T. 2 S., R. 5 E., M. D. B. do M.,
<br /> // EASWEN
<br /> N 0.29'02` E I 1 N 0.25' ` E I �,2FOR RQADW4Y,-SEEWERU PIPELINE D
<br /> 140.15' �'"-140.25' GENERAL UTILITY PURPOSES, I.N. 88029681 C1 T Y OF 7AACY,
<br /> ACCESS 727 40-FOOT WIDE ROAD ,
<br /> 1�8 38 �."-3' W.C. N�r 60' W DE PARCEL DEEDED TO SAN JOAQUIN COUNTY CALIFORNIA
<br /> O.R. 1541-63, S.J.C.R. 3 WC --o ° PARCEL Q WEST SIDE 1RR1GA77ON DISTRICT
<br /> 3.615 AC. O.R. 594-425, S.J.C.R.
<br /> n*Xf90V-HYWU ENGNEM
<br /> • ACCESS 1 w�`" � SEF DETAIL `A' �•.� � Cm OF TRACY
<br /> I N. 921136M
<br /> EASEMENT - ' %� %i410'29 E tR)_ ,` o Q 1 !0 1016 12th STREET MODESTO, CALIFORNIA
<br /> N i--' o 0 8 r 20' WIDE NON-D(CLUSNE EASEMENT SCALE 1' = 200' Y 1998
<br /> /. N_76-0_2'28 F (R) 8 0� U FOR ROADWAY, SEWER. PIPELINE AND MA
<br /> N 18'22'59" W t 1Q� --� - �'�- GENER4 UTILITY PURPOSES, I.N. 88029681 •
<br /> LEGEND.
<br /> 452.00
<br /> N 15'02'35" W { 0�3.. o 52'+\(R6) -�-- FOUND AND ACCEPTED MONUMENTS AS NOTED.
<br /> 80.00• 2 �, !
<br /> b --1*}-FOUND MONUMENT IN MONUMENT WELL,
<br /> ACCEPTED AS NOTED
<br /> a � � 175.001....'
<br /> N
<br /> ^^ ---0-SET 314'X 30` IRON PIPE TAGGED L.S. 4876
<br /> � o 745725' E
<br /> •'o
<br /> P.U.E. PUBLIC UITLRY EASEMENT
<br /> .CURVE DATA TABLE: IN. 87103898 S.J.C.R. SAN JOAOUIN COUNTY RECORDS
<br /> MEASURED ON THIS SURVEY
<br /> CURVE DELTA RADIUS LENGTH CHORD TANGENT CH. BEARING
<br /> AP.M. PARCEL MAP
<br /> 1 14'26'34' 1038 DO' 261.65' _260_.96' 131..5.2' _N 06'44'1 W o� b b M. & P. MAPS AND PLATS
<br /> 2 1531 x,36" 1000.00' 270.99' _27a�s' 136. s oT1s�4 PARCEL "A'� w W �'
<br /> 3 _ _ (4'1_8'33" 962.00' 240.25' 2.39.63' 1 0.75'__ N 0640'15' W ' �� l.N. 96058855 R.S. RECORD OF SURVEY
<br /> 4 _ 0041'45' 532.00' 6.62' 6.62' J 31' S DU13'12'r£ 14.267 AC. b IN. INSTRUMENT NUMBER
<br /> 5 1521'0 330.00' 88.42' 88.16' 44.48' S 82.3758" E 1.N. 96066304 O.R. OfT7CIAL RECORDS
<br /> • b Q CURVE TABLE REFERENCE NUMBER
<br /> �• i
<br /> LINE TABLE REFERENCE NUMBER
<br /> 0 452.00'(M)11
<br /> INE DATA TABLE: N 452'+\-(R6) ,
<br /> UNE _ DIREC_77ONDISTANCE �, S 02'2009` E
<br /> SEE DETAIL NB' .. REFERENCE .
<br /> 1 S 1130'O1� E ~ --100.62' 2.18'•�.�
<br /> _ _ _ i S 89''4244' E (R1) R.S. 6-28, S.J.C•R.
<br /> ? S 15'02'35'E -- 80 00' W (D 1N 89'4244' W l
<br /> 3_ N 84'36'09 f 5_0.64' ^ : ' " 21J 46 `-;o / 1.N. 87103898 ��3 46.69' 0 (R2) R.S. 8-159, S.J.C.R.
<br /> 4 N 59.26'0 W 28.58' o . N 8739'51 E
<br /> - op • S 89'42 44 E ,;�' o (R3) R.S. 24-44, S.J.C.R.
<br /> _5 N 7_4'5725= E _ 81.89 *42 44 6000 (R4) R.S. 19-34, S.J.C.R.
<br /> - 6 S_8T41'29'E 97.20' b Z 53', E 112.88' (R5) P.M. 21-13, S.J.C.R.
<br /> 7 S 4359'11'W 28.93' z ( ; q9 6,3A N 82'24 00` E
<br /> _ I' W LQ o:-."- 67� (R6) IN. 87103898, S.J.CR.
<br /> 8 N 8739'51"t £ 60.00 N W.S.I.D. I.N. 960588.55 ,, ,�
<br /> _._ (R7) R.S. 6-70, SJ.C.R.
<br /> I
<br /> 9 S 02'20' E _ 2.18' o I 30' WIDE EASEMENT LN. 96066304 ,Off& A (R8) M. & P. 29-50, S.J.C.R.
<br /> 10 S 89.4244 E 4_6.69' °p 1400 0.R. 336 NO SCALE (R9) M. & P. 29-29, S.J.C.R.
<br /> 11 S 74'5725' W 111.00' (Rf0) I.N. 87071455, S.J.0 R.
<br /> 12 N 00'29'02"_E 140.20' ___ a - (R11) IN. 91013212, S.J.C.R.
<br /> (R 12) RECORD PER MONUMENT'
<br /> 13 N 15'02'35' W
<br /> T RECORD
<br /> - TRACY MODInED COORDINATE SYSTEM
<br /> POINT OF BEGINNING _......... b PER ASSOCIATED CONSULTANTS
<br /> FOR THIS EASEMENT °p
<br /> f GROUP INC.
<br /> 6DESCRIBED AS
<br /> I BEING S 00.24' E 1815.0'
<br /> AND N 89'36' W 1861.9' x'00'42'45'
<br /> FROM THE NE COR. OF SEC. 30 R=532.00'
<br /> . (USING A DIFFERENT BASIS OF BEARINGS) L=6.62'
<br /> CH.=6.62'
<br /> CH. BRG,S 00'13'12' f N 89'51'49" W (R)
<br /> o "SURVEYED N 89.4244' W
<br /> b0
<br /> �3 REMAINDER" N82-24-0E _ , 21J 4s'
<br /> 28.682 AC IN. 91013212 , �\�---`--"-----
<br /> 0 112.E S 89'25'26W (R)
<br /> 0
<br /> DETAIL 'pBo
<br /> NO SCALE
<br /> t
<br /> BASIS OF BEARINGS:
<br /> COUW OF SAN JOAOUIN \,
<br /> ' + THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CITY OF TRACY MODIFIED GRID.
<br /> • --- --- -=-�I o- ---- --- A LINE BETWEEN CRY OF TRACY MONUMENTS No. GPS-16 AND No. GPS-17 BEARS
<br /> I N 89'37'44` W 870.28'(M) NORTH 00016'06` EAST, AS CALCULATED FROM RESULTS PUBLISHED BY ASSOCIATED
<br /> CRY LIMIT UNE - ' CONSULTANTS GROUP, INC., ON FILE IN THE OFFICE OF CITY OF TRACY PUBLIC WORKS
<br /> DEPARTXIEA(T IN THE TRACY MODIf7ED COORDINATE SYSTEM VALUES, TABLE f. ALL DISTANCES
<br /> CRY OF TRACY SHOWN ARE GROUND DISTANCES
<br /> WEST SIDE IRRIGATION DISTRICT
<br /> LOWER MAIN CANAL
<br /> I.N. 89108395 0
<br /> P.\TRACY\222600\MAPS\PM-2 7-16-98 D.D. SHEET NO.53D I SHEET 3 OF 3
<br /> w0003?43I
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