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o'Q, <br /> fJ <br /> &,h <br /> TO 01 P <br /> DUE <br /> \ v 14 /':, �� 1 , , TO WALL ECONSSTRDUCT ON <br /> PARCEL D SEE SHEET 8 N76°20'43"E 56.00' PARCEL V <br /> 49'3850�R) - _ , _ �10 PUE - -- -��1Ohl 28.00' J 28.00' o� <br /> M,M 0 (4_0�' R; - - -- - - - - - - - - - - - - - - - - QD <br /> - <br /> ,-2' / 422. �o� c I <br /> `S92q� �-�-80°4255"W =15°18'57" �-112.81' N73°58'06"E 179.00' �� ,; " .` <br /> N <br /> 6z::450, <br /> ` 54 / _ 00 (R ( � I N76°20 43 E 73.93' <br /> R,4y8, Q'22'5>>2 79. _ ROCKINGHAM WAY IN Z I U LEGEND: <br /> 53 _(46.05') <br /> 4_3,°?5 JSy M-M N73°58'O6"E 225.05' M-M i o (50.03) ,f, ( 40 @ STST �1U F STREET 7 <br /> '. L'312.?3' �+ Igo ^� I MONUMENTV) BRASS DISC STAMPED LS. 54 2 / <br /> N73°58'06"E 175.02' �1 w N76°20'43"E 73.55' : i§ FOUND SECTION GARNER AS DESCRIBED <br /> Z ® FOUND MONUMENT AS NOTED IN WELL <br /> 10' DUE - - _ - - � - - - - _ - _ - - - - - - - - - - - -- - --��'� ;��& m O SET 3/�' �J PIPE. 113' LONG, <br /> �j �10' PUE � 6'' � 28.00' � �^' o I �� � 4 '„' W/tAG LS. 5412 <br /> LL j 1 , cv I �' LO 0 20 40 80 FD 3/4' IRON PW W/RCE 14269 PER ?b R.S. 113 <br /> _ ,j, UNI FSS NOTED OTHERWISE <br /> I IL-6--10' PUE N SCALE:1" =40' F�� CITY OF TRACY STANDARD <br /> � MONUMENT (PER 30 RS. 18) AS NOTED <br /> I o o I N76°20'43"E 73.17 � >-- ANGLE POINT <br /> w PARCEL 'E' ; , ---- D(TERIOR BOUNDARY UNE <br /> (FUTURE SUBDIVISION) I o I ------- SECTION UNE <br /> (2.043 AC.) ( a, �? I 38 g - -- STREET CENTERLINE <br /> I oI r u� I �o,.� - - - - - EASEMENT UNE, AS NOTED <br /> G.P.S. TIE <br /> I I Z M-M COURSE BETWEEN MONUMENTS <br /> IN76°20'43"E 7 M-PL COURSE BETWEEN MONUMENT &�10' PUE I i I 2.79' C__) THE PROPERTY UNE <br /> M-INT COURSE BETWEEN MONUMENT do INTERSECTION <br /> 04 �j ,� N.T.S. NOT TO SCALE <br /> R,gO p, `' - - - 10' PUE / r� 28.00' -~ �& I o � � M. do P. HAPS AND PLATS, S J.C.R <br /> N ° - - - - - - - - - - - - - - - - - _._ -/ ._ - - - - -- �1`O 0� u4 n ( x,35'32" � � � P.M. PARCEL MAP, SJ.C.R <br /> R s6�2Uw(R) NQ1°50'22°W(Rj 4=39°43'55" �o°' � o opo <br /> R.S. RECORD OF SURVEY, S.J.C.R. <br /> 32. p' L=416.07' N73°58'06"E 178.32' �� "7'15 TO BE DESTROYED DUE I.N. NUMBER, S.J.C.R. <br /> o R=5Do, 06°42'54"W�F�� CENTRE COURT DRIVE L v N15°45'11"E(R) 72.38' TO WAtl CONSTRUCTION O.R. OFFICik RECORDS, S.J.C.R. <br /> g L�4 S- =14�3� L=123.85' M-M 73° 8' "E 65.52' M-M (46.67') I 10.0Z' (R) RADIAL BEARING <br /> [rl x(4'04°52'3 I (4=09°1g p L=81.30 -- - 2 5 06 ( �} - o 5.71') - N73°58'06"E R 191.71' M-M -�� (46.50'} o I 36 PUE PUBUc unlTY EASEMENT <br /> I..,�.._N09°21'01"W R ') i 52.00 4 0 ( ) ° o? SE SLOPE EASEMENT (PRIVATE) <br /> 30.49' ( � N17°57 20 W(R) �^ _ s-p4 36 2� - N 18031 '43"W 43.03 BNDY. <br /> " � to �I '�� I <br /> CO �I R=6 _ X27.81' ' I00 C I M o 1 L=55.64 "' TO BE DESTROYED DUE S.J.C.R. SAN JOJ11JlQlNN COUNTY RECORDS <br /> BOOK A BOOK A OF DEEDS S.J.C.R. <br /> 60' �--08°36 19 ,U, ��, N73°58'06"E 99.50' Q` TO WALL CONSTRUCTION <br /> ._.. ° L=99.13' y I 5E1 1' W.C•- <br /> !3 $Ik`�� <br /> 6=04°40'18" A=03°56'01" 6a� �' I^`�' ��° , 49.75' 49.75' 6` �y, 11 a J I ° 73.18' SNF SEARCHED, NOTHING FOUND <br /> -28 0p, ����'1 ,��'L=53 81' , �.r'9 S�� ,i; ti q39: , - -� - - - - -_\<'>� ��° , I N71 08 47"E(R) N70°46'2C E R CL CD�ffERiJNE <br /> n L=45.31 $r , !y ^ - ti�% ai 9• 28.00' 3.24' rn �- -- - - <br /> -- - � � - W.C. WETNESS CORNER (ALONG PROPERTY UNE, <br /> / °'I co b \ - 28.00' �M 28.00' ( 10 PUE N7(p23'0�E(R)� � I 35 <br /> � UNLESS NOTED OTHERWISE) <br /> W _, o , �^, Q 1 �`�, I °' 6 3 N ' '24' c ) PULL BACK DISTANCE-MEASURED <br /> �' ° 2 ^'t/ 45 0l o "'0 7 4 I N z _ N I "4 �+ p--02°44'49 I 1�-p4°36, a I~(~)) RECORD DATA At REFERENCE <br /> 8' zI �_00°40'49" oo <br /> ,, 86' I �` i 1=55 64 a -�29'q E(R R_623.14 <br /> ° L-12. 0 28 0 28' 4=00°32'28" YD `D '35. ( t.•"1 11, W C N66' _ c , RELINQUISHME]dT OF ACCESS RIGHTS <br /> w N t N8�52'ZrE z 2 I L-9.18' N v 1 s" 44 00 16' <br /> w o ' (R) 72.79, N76°05'32"E R) 75.22 0 rn N76°13'53"E R 72.14' M E(R) 72.50' -� 32'23 E(R) 71-11"G L=478.59 BNDY. <br /> I to � �i 1 ( ) �, N67°381T ` ' cn �N66° a, <br /> ' p J C"4 <br /> I �"� I �y I 03°15'24 - ", ,� o r :d- <br /> �.yLO 46 73 048 55, �" W ' W-� , °-55 25' o=p4�; ' d t o=p4 36 23" ¢ o 0 <br /> 1 L\= �r ► �r L`-52 1 5.64' + a " <br /> U1 �N ^" Q t`.--10' PUE 51' , hal �� o i 65 CO 0 62 r 28, L�5 34 <I N61°55'1g E�� <br /> i■•.r '� coo a t 10' PUE-ft•.J to W �� �Yo �.,..--10' PUE b �M 10' PUE--•.J w 28, 'n r �.• 10' PUE � <br /> ^ _ J 11 <br /> w p O O N 00 Z W 'LZ <br /> a °C IN8?°5422"E(R) 72.00' N73016'37"E(R) 85.39' I a N � a N72°58'29'E(R) 77.00' Z ° ,53°EtR� 74.44' , ' 1Cr! N61°56'00 <br /> o M i N63 31.5S <br /> 7 ti � o , S� <br /> 47 72 111p 66 61 5 ,N 33 <br /> 1d � 4 <br /> 0 <br /> '-a TRACT No. 2384 <br /> � <br /> SEE SHEET 4 SEE SHEET 4 `� SUBDIVISIONS OF SAN JOAQUIN COUNTY <br /> r`h' N�6°5 �°�1�," RYLAND JUNCTION UNIT No. 1 <br /> 0 <br /> SUBDIVISION OF PARCEL A OF PARCEL MAP <br /> FILED IN BOOK 12 OF PARCEL MAPS AT PAGE 184, <br /> SAN JOAQUIN COUNTY RECORDS, <br /> SITUATE IN THE WEST ONE-HALF OF SECTION 28, <br /> SEE SHEET 2 FOR NOTES, REFERENCES TOWNSHIP 2 SOUTH, RANGE 5 EAST, M.D.B. & M. <br /> AND BASIS OF BEARINGS. CITY OF TRACY, <br /> SAN JOAQUIN COUNTY, CALIFORNIA <br /> MACKAY& SWINS <br /> CIVIL ENGINEERING - LAND PLANNING - LAND SURVEYING <br /> PLEASANTON, CA (925) 225-0690 <br /> --21-I999 fcl Pj\19128\fMO7.dw (D.D. SHEET N0. 53C) SHEET 7 OF 8 <br /> JANUARY, 2000 19128-1 <br />