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<br /> GRANT_ LINE ROAD •
<br /> FOUND STANDANp K " ' - ' __ c" c-
<br /> STREET MONUMENT
<br /> PER R-I,R-IO,R-13,R-16,
<br /> R-19, R-23, &
<br /> CORNER RECORD 76-003
<br /> AT SECTION CORNER GRANT LINE <�2yiso ROAD FOUND NAIL & SHINER �
<br /> N36°03'00"E - N 89 33'49"W 5297,24 AT t OF RAILS ON _ — _ Co
<br /> 50.38'--'_- 2648.621(-`-- 2648.62 SECTION LINE - N.R.M.
<br /> 22 Lo ��
<br /> FOUND NGS MON.-�� O,/ F S N.F , '/4 CORNER FOUND RAILROAD SPIKE•
<br /> "S483" (GPS-I� U ESTABLISHED BY S.P.M. 0.5 BELOW PAVEMENT
<br /> PER SAN JOApUIN COUNTY
<br /> 0 .Z W j D FIELD BOOK 419, PG 9
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<br /> 0,3 m iBE OW PAVEMENT R
<br /> QoNa GR � � MONO ti ��6 PERR- I8
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<br /> FOUND RAILROAD RAIL - `-r �- �� OUND NAIL & TAG
<br /> I I) S.N.F.SNF , '/4 CORNER c9 ,YAG ILLEGIBLE S
<br /> ON END PER R-3,R-4, / I'" �' ESTABLISHED BY S.P.M.
<br /> R i9, & R-21 J N 89°33'49"W 5291.46 �' N 0 3,1 N.R.M.
<br /> AT I/4 CORNER i U 2645.85 2645.61 _ ti
<br /> 13A SIS OF ►1 ��
<br /> ELEVENTH STREET
<br /> 13EAR/NGSv 1.
<br /> GRAPHIC SCALL p
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<br /> Q W I \w W Z ouo - - o---soo i 000- - 1000 4000 p 1
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<br /> WZ - N D N O L Z 0.3 FOUND IRON ROD AT VII CORNER
<br /> c �� o � � � � N ( IN FEET Q � t9 PERR BELOW
<br /> R-5AR�6 & R-
<br /> 2� = O �� Z � r O i inch = 1000 ft. � ` N n' , 7
<br /> N<o d' Z G
<br /> �- Z N N a N = m Q Ck
<br /> i � N U Lo 2
<br /> i 180�°p00'00" In m 'v
<br /> FOUND NGS MON. ,�,,� - ' <l/9°558'08"PERR-22 ��� J ESTABLISHESECTID PER MAP ui a-
<br /> "TRACY
<br /> FOUND �4ON CORNER " REBAR U w w
<br /> i �; ` REFERENCES R-2,R-5, NO TAG w
<br /> "TRACY IJ43" - c. ` G (2642.6/ ERR 22) (2642./ PER L` c�: PER R-7 in`� f
<br /> 26 83* I R 6, & R•7 N `` __30.00 REC. & MEAS.
<br /> N 89°34' 14"W 5285.20 --r 1
<br /> ��z 7 ELEVENTH STREET
<br /> FOUND STANDARD STREET— O
<br /> MONUMENT PER R-5
<br /> Lo z
<br /> AT SECTION CORNER SEE DETAIL"C"., o �
<br /> S.N.F., '/4 CORNER —�/ 0 FOUND IRON ROD AT '/16
<br /> ESTABLISHED 6Y S.P.M. � CORNER 0.3 BELOW PAVEMENT
<br /> PER R-2, R-y, R-6, & R-7 SC H U LT E ROAD
<br /> Nt0 DETAIL "C „
<br /> BOUNDARY SURVEY, SECTION 22 m
<br /> AND SUBDIVISION PROCEDURE NOT TO SCALE
<br /> d'Co _
<br /> Q '
<br /> � Qo
<br /> GRANT L INE ROAD
<br /> t - -- -
<br /> MAP REFERENCES c� CC,
<br /> � uJ
<br /> R- f
<br /> 1 1 SURVEYS 87 (PARCEL M!-P) o Q p � f ( Z
<br /> 4
<br /> R-2 5 SURVEYS 1311 u z
<br /> R-3 6 SURVEYS 81 N J t \ —� Q l
<br /> R-4 6 SURVEYS 210 _ PARCEL MAP
<br /> R-5 6 SURVEYS 297 FOUND STANDARD STREET = �'
<br /> R-6 8 SURVEYS 194 MONUMENT WITH BRASS U w f \�,-� U
<br /> I f
<br /> R-7 13 SURVEYS 178 DISC, 2.0BELOW
<br /> -1 PAVEMENT --, \ — ELEVENTH ',STREET BEING A PORTION OF THE SOUTHWEST 1 /4
<br /> R-8 14 SURVEYS 178 PER R-12 & R-14 ��
<br /> R-9 15 SURVEYS 6 4
<br /> R-10 16 SURVEYS 4 -� OF SECTION 22, T. 2S. , R. 5E. , M . D. M .
<br /> `' ' \ �- 'r_�
<br /> R-11 19 SURVEYS 74 VICINITY MAP
<br /> R-12 21 SURVEYS 4 SCHULTE ROAD CITY OF TRACY
<br /> R-1.3 21 SURVEYS 189 ,,T
<br /> R-1.4 22 SURVEYS
<br /> R-15 22 SURVEYS 13333 SAN JOAQU I N COUNTY CALIFORNIA
<br /> R-16 1 PARCEL MAPS 32 LEGEND 11ASIS OF 11LARLL (.'S' >>
<br /> R-17 8 PARCEL MAPS 13
<br /> �— --- --- SCALE: 1 = -1000 JUNE 1991
<br /> R-18 9 PARCEL MAPS 99 CENTER LINE BEARINGS SHOWN ON THIS SURVEY ARE BASED ON THE CITY OF TRACY
<br /> R-19 14 PARCEL MAPS 157 • FOUND AS NOTED MODIFIED COORDINATE SYSTEM UTILIZING FOUND NCS MONUMENTS STAMPED ND SURVEYORS, INC.
<br /> LH
<br /> ALTAMONT LA
<br /> R-20 10 MAPS & PLATS 44 G FOUND STANDARD STREET MONUMENT AS NOTED "TRACY 1943" AND "S483" (GPS 1), BEARING NORTH 15' 04'05" EAST, AS PLONT , CALIFORNIA
<br /> R-21 14 MAPS & PLATS 96 P.U. E. PUBLIC UTILITY EASEMENT PUBLISHED IN THE FINAL REPORT FOR THE CITY OF TRACY ENTITLED "GPS ON
<br /> R-22 29 SURVEYS 159 (R) RADIAL BEARING SURVEY MONUMENTA110N AIJD MODIFIED GRID CONSTRUCTION' PREPARED BY
<br /> R-23 16 PARCEL MAPS 172 ( ) RECORD DATA KENNEDY/JENKS/CHILTON IN JULY 1987, AND AS SHOWN ON SHEET 3 OF. 3
<br /> R-24 17 PARCEL MAPS 107 0 SET 3/4" IRON PIPE & TAG L.S. 5182 HEREOF.
<br /> JOB NO. 100197 SHEET 3 OF 3 SHEETS
<br /> 400 B
<br /> S,
<br />
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