M
<br /> SET „+„ ON
<br /> 3"Xi' W.C. PAR CEL MAP
<br /> F
<br /> 5 `� PARCEL 2 �3h/ �Q V' 2�/ BEING A DMSION OF A PORTION OF LOTS 1, 2, 3A AND 38 OF THE
<br /> ���, I' NAGLEE BURK TRACT, AS FILED IN BOOK OF MAPS AND PLATS, VOLUME 5,
<br /> r\ o, 4'' �00� % �; �1/ // PARCEL 2, AS SHOWN
<br /> Cn ,� ,r AT PAGE 18, SAN JOAQUIN COUNTY RECORDS,
<br /> °0° / 9/.. y>,�0 �' / ON THE MAP FILED IN BOOK 17 OF PARCEL MAPS, AT PAGE 160,
<br /> °° `� h t'' ��`' 1 / SET "+" ON k o SAN JAAQUIN COUNTY RECORDS AND PARCEL "A'; AS SHOWN ON
<br /> ZZ �"'� /�: / q° '�°� '� PARCEL 1 J1x3' W.C. ; -
<br /> FD. 3/4 IRON PIPE e• �o �, ,00 E THE AG4P f7LE0 /N BOOK 23 OF SURVEYS, AT PAGE 195, SAN JA�4QU/N
<br /> ti �• �C,� �' / ° 0 COUNTY RECORDS, AND LYING /N THE RANCHO EL PESCAOERO,
<br /> TAGGED L.S. 4858 (R3> ,,� �� cl r �� N 10 0 1.91' CIIY OF TRACY,
<br /> 20 BEARING N 53 49 57 W ti��� ��G Q �L SA)Z Y 7 OF 3 S/-l�'��' T Z
<br /> 1.05 FROM TRUE /� , �, p./ // 36.15 ' SAN JQAQUIN COUNTY, C,�WFORN/A
<br /> ' CORNER 0 �t` t� h o„�' / . . ........ ' r r E
<br /> f0. J/4" IRON PIPE. -" paal �''/ � 'L� � PIPELINE EASEMENTS ,o°Op'°° p,, W „\ - 77 -HYSELL ENGINEERS
<br /> IAGGFO I.S. 48.i8 (R3) Q1��( / / / o.,� 2yB7 sus N Zpop00, SET + ON
<br /> UN LINE BUT I ll S o �¢ h� / / r'D..P. CDS?. -395 N �p.00 3x3 W.C. 1016 12th STREET MODESTO, CAUFORNM
<br /> 9.'I4' NOIl1II 01' o 00 P ���/ // / ..�,�..
<br /> FEBRUARY 1995
<br /> b
<br /> TRUE POSHIVN N 1�1J b�10 G /�� / SET 5' W.C.
<br /> 0 Ito �P g ��P ko, / L {
<br /> `N 89°5742" E`` a F��G�� ,� %, EAST 444.05'
<br /> , _ .Z ��,2m? 3 . ----��----- 5' LEGEND:
<br /> l Ia.00 , r ������ MONUMENT FOUND AND ACCEPTED AS NOTED
<br /> -71 150.00P.6-c- '
<br /> - `^ _ --.. SET 3/4" x 24" IRON PIPE TAGGED L.S. 4876
<br /> 1 I N 00002'14" W ° 3'O-9 �/ r/
<br /> a v , 103 1 �, ��, „ a + SET CHISELED + IN CONCRETE PAVEMENT
<br /> 2 N 00°02'14" Wc9 /��, 5EE OET�/L"C" S � 1 100" 4 / RESTRICTED ACCESS
<br /> 23.78 /� ° O /�/ rr ...5'f/EET 7
<br /> P.U.E. PUBLIC UTILITY EASEMENT
<br /> � MEASURED ON THIS SURVEY. ALL DISTANCES ARE MEASURED
<br /> •� 1 EAST 212.36 � DATA UNLESS OTHERWISE NOTED.
<br /> 10VARYING WIDTH , �, CURVE
<br /> I 4 ROAD R/W DEDICATION W.C. WITNESS CORNER, SET AT OFFSET DISTANCE NOTE©.
<br /> - CURVE NO. DFL TA RADIUS LENGTH CHORD TANGENT CH. BEAR/NG
<br /> 0.R. OFFICIAL RECORDS, S.J.C.R.
<br /> L
<br /> SEE DETAIL Q 5 _J6 53 39 _ 40.00' 25.76' 25.31 13.31 N 71 33 11 W_
<br /> 9 ✓ / x „ - a "11 (R) RADIAL BEARING
<br /> 193.76 - / 6 104 51 38 4 D.00 73.21 63.41 52._00 N 37 _34 _E
<br /> EAST / / 7 14x5138 310.00 80.4_0' 80. 18' 40.43' N 07x25'49" W
<br /> 1 - - - M. do P. MAPS AN LA rS
<br /> 1 8 8 9_0x00'00 40.00 62.83' 56.57' 40.00' N 4500'00" W
<br /> - _ , , , P.M. PARCEL MAP
<br /> I I �o 9 38050'08"_ 40.00_ 27. 11 26.60 14. 10 N 70 34 56 E I
<br /> 10 J8Wx 4-9" 40.00'_ 27.07' _26.56' 14.08 S 70 36'36" E R.S. RECORD OF SURVEY
<br /> 71 x2937" 40.00' 49.91 46.74' 28.79 N 54x151 1" E FD. P.K. NAIL /•P. IRON PIPE
<br /> G`e�� N (R3)(R5) S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> _ 06_, ,p� P �� o
<br /> ocv /// l•h°' P G l.. N 89057'42"" E 170.00
<br /> o"� � � •. /.N. INSTRUMENT NUMBER, S.J.C.R.
<br /> . � P � .•.20' ':•... _ 150.00'
<br /> ► -T W.C. INDICATES WITNESS CORNER, SET AT OFFSET NOTED.
<br /> QxCj I FD. 1 114" IRON PIPE (R3)(R5) 5' W.C.
<br /> /EAST 263.73 - I NO TAG, 20.00 W.C. W.C. INDICATES WITNESS CORNER, SET AT OFFSET NOTED.
<br /> EAST 283.7.3 /7
<br /> / 5 'x 5' W.C.
<br /> J.� - .- .... i PARCEL 4 ^ ^r......10' P.U.E.
<br /> �5 CURVE REFERENCE NUMBER
<br /> a, N
<br /> �C
<br /> oz PARCEL
<br /> 2 ® LINE TABLE NUMBERNQ S.F.N. SEARCHED, FOUND N
<br /> OTHINGPARCEL 10 SCE SArr l 3 Jr .r SH -JIs S 89°57,46 W
<br /> 1. 164 Acres (Cross) 5.00
<br /> 20' 0.082 Acres (R/W)
<br /> -.- CITY LIMIT LINE
<br /> - •- -�-- VARYING WIDTH ........... ......... c � N 00002-'14" W
<br /> 1.082 Acres (Net) 23.78'
<br /> ` I 1 ROAD R W DEDICATION
<br /> � _. � / � N �38°4 6''4 y" E R ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND
<br /> I _ EAST 263.6?_ I __-_ _ _ .- _ _ _ _(� BOOK OR VOLUME PRECEDES PAGE.
<br /> C� it
<br /> EAST 28J.62 - o
<br /> i I� i Q
<br /> C S 89°57'46"W _
<br /> �o EAST 212.36'
<br /> PARCEL 11 SET „+„ oN 5' w.c. ...... 25.00, ..... ............ o
<br /> REFERENCES:
<br /> o 1.164 Acres (Gross) 3 e N 00002'14"W 107.66'
<br /> o ^ _ �___
<br /> °rte° 0.082 Acres (R/W) EAST 479.33' I (R 1) RECORD PER: NAGLfE BURK TRACT, M.6c P. 5-18
<br /> �z-- 1.081 Acres (Net) '
<br /> 3 (R2) RECORD PER: TRACY G4R0£NS, M.& P. 8-1
<br /> I `' o PARCEL 4 (RJ) RECORD PER: P.M. 17-160
<br /> 10 P.U.E. I g I .. ' 10' P.U.E.
<br /> �. EAST 263.50' - oIT (R5) RECORD PER: R.S. 23-195
<br /> L..••...- EAST 283.50' 9 EAST 193.76'I A Z _ (R6) RECORD PER: R.S. 17-84
<br /> N
<br /> 47.5T....... g h 2 0 (R7) RECORD PER: P.M. 3-3
<br /> PARCEL 3 `t I N 380.�UIOI" W (K) ( )
<br /> Cross R89057"46"W
<br /> --- ---- - -- ----- ) RECORD PER: R.S. 2- I.N.
<br /> W N 1.160 Acres ( ) ,, ( ) S R9 RECORD PER: DEED - I.N. 93093774
<br /> o'er 0.084 Acres (R/W) O o p g'2 2 ,- PAR CEL 625 00' . ' ° , „ R 10 RECORD PER: DEED - 0.R. 331 D-481
<br /> 1.076 Acres (Net) N 1' --" N 00 02 14 W ( )
<br /> '"
<br /> 3.711 Acres 3� ' 32.60' (R11) RECORD PER. DEED - O.R. 1842-430
<br /> Z , ,
<br /> ov -
<br /> �
<br /> '_ Z •............... N 89°57'46"E
<br /> I Z ' z � �
<br /> WEST ?05.08'- BASIS OF BEARINGS
<br /> o I PARCEL 9 _
<br /> VARYING WIDTH ROAD R/W DC DIC,A 110 g
<br /> BEARINGS, DISTANCES AND COORDINATES ARE BASED ON THE
<br /> CITY OF TRACY MODIFIED GRID. A LINE BETWEEN CITY OF
<br /> TRACY MONUMENTS No. GPS-2 AND No. GPS-22, BEARS
<br /> "" � DETAIL ��B�� NORTH 87°07'22" EAST, AS CALCULATED FROM RESULTS
<br /> , _ SET + IN
<br /> o EAST 479.33' �'" CONCRETE „_ PUBLISHED BY ASSOCIATED CONSULTANTS GROUP, INC.,
<br /> I I o 1 -50 ON FILE IN THE OFFICE OF CITY OF TRACY PUBLIC WORKS
<br /> I � h..........., DEPARTMENT, IN THE TRACY MODIFIED COORDINATE SYSTEM
<br /> . SEE DETAIL �A 103.75' `D I VA!_UES, TABLE 1. ALL DISTANCES SHOWN ARE GROUND
<br /> F_T 5 EAST
<br /> DISTANCES.
<br /> SIIE
<br /> SEP- SAJEETS
<br /> SHEET 6 OF 8
<br /> CrN0. 5.3A
<br /> 14 4 41,E 14" .x/19/95 D.D. SHE
<br />
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