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REFER S=. yrs
<br /> Fib FD. MONUMENT, AS NOTED
<br /> Q— FD. WELL MONUMENT, AS NOTED (Ri)
<br /> M.&P. .33-52, LARKSPUR ESTATES, UNIT NO. 1, S.J.C.R.
<br /> x (R2) M.&P, 34-38, EASTLAKE, UNIT NO. 5, S.J.C.R.
<br /> SET 3/4" X 30" LONG IRON PIPE TAGGED R.C.E. 32158 ���� L U_
<br /> OR MONUMENT AS NOTED (R3) R.S. 20-23, S-J.C.R.
<br /> S-J.C.R. SAN JOAQUIN COUNTY RECORDS (R4) R.S. 26-159, S-J.C.R.
<br /> M.&P. MAPS AND PLATS, VOLUME AND PACE, SAN JOAQUIN COUNTY RECORDS (R5) P.M. 2-136, S-J.C.R. OF ,
<br /> sn R.S. RECORD OF SURVEY, BOOK AND PACE, SAN JOAQUIN COUNTY RECORDS (R6) M.&P. 33-51, GLENBRIAR ESTATES UNIT NO. 2, S.J.C.R.
<br /> P.m. PARCEL MAP, BOOK AND PAGE, SAN JOAQUIN COUNTY RECORDS A PORTION OF THE SOUTHEAST ONE-
<br /> O.R. (R7) R.S. 32-111, S.J.C.R.
<br /> I.N. OFFICIAL RECORD, BOOK AND PAGE, SAN JOAQUIN COUNTY RECORDS (R8) GPS SURVEY REPORT BY ASSOCIATED CONSULTANTS QUARTER OF SECTION
<br /> INSTRUMENT NUMBER, SAN JOAQUIN COUNTY RECORDS GROUP, INC. - TABLE 1. DATED MAY, 1992. 33
<br /> SFN SEARCHED, FOUND NOTHING 9 TOWNSHIP
<br /> (R1) 319-370. C.R. 2 SOUTH
<br /> INDICATES ADJOINING/UNDERLYING RECORDED/FILED DOCUMENTS (R 10) R.S. 33-1 41, S.i.C.R. RANGE 5 EAST, MOUNT
<br /> (CALL) CALCULATED FROM MEASURED DATA
<br /> I.P. IRON PIPE (R1 1) R.S. 21-160, S.J.C.R. DIABLO BASE AND MERIDIAN
<br /> WC WITNESS CORNER (R12) R.S. 30-18, S.J.C.R.
<br /> 41 P.U.E. PUBLIC UTILITY EASEMENT
<br /> (M) MEASURED DATA CITY OF TRACY
<br /> NOTE,
<br /> - ALL DISTANCES ARE MEASURED, UNLESS OTHERWISE NOTED, NOTE: SEE SHEET 1 FOR MAP NOTES. SAN JOAQUIN COUNTY -- CALIFORNIA
<br /> FD. 3/4" I.P. TAGGED JULY
<br /> "LS 4876" (R 1,R2}
<br /> 20 0 1
<br /> THE LINE BEARING N 0016*59" E BETWEEN CITY OF TRACY AT EAST 1/4 CORNER
<br /> CONTROL SECTION 33
<br /> ONTROL MONUMENTS CPS 14 AND CPS 7 OF THE CITY OF SHEET 2 OF 2
<br /> 0 TRACY MODIFIED GRID SYSTEM AS CALCULATED FROM THE CITY
<br /> U OF TRACY REPORT ON CPS SURVEY PREPARED BY ASSOCIATED
<br /> z
<br /> 0 CONSULTANTS GROUP, INC., ON FILE WITH THE CITY OF TRACY
<br /> ENGINEERING DEPARTMENT, WAS USED AS THE BASIS OF
<br /> ti FD. 3/4" I.P. TAGGED
<br /> Uj BEARINGS SHOWN HEREON. COORDINATES SHOWN ARE BASED UL�S
<br /> 4876" IN MON- mCAON THE CITY OF TRACY MODIFIIED GRID SYSTEM. SOUTH LINE OF THE N. 112 OF THE S.E. 1/4, SECTION 33 Schack & Co Inc.
<br /> ENT WELL (R1)
<br /> Civil Engineering Building Design Surveying
<br /> N
<br /> Z11
<br /> FD. 1-1/4" I.P. (R4) TAG EAST LINE SECTION 3.3
<br /> MISSING, TOP OF PIPE BENT o"O de BORD
<br /> SES, 0 C! SCHULTE
<br /> MEASURE VERTICAL SHAFT CN cc
<br /> SCHULTE ROAD
<br /> DRIVE ROAD
<br /> '(Rl) c? N 9-38-07'E
<br /> 206.58'(M) 206.56
<br /> CPS 15 (R6)
<br /> 1319.79 (CALC/m) N 89*35'4Y'W 2639.59'(CALC/M) 2639.66'(RI) 2"
<br /> FD f)iqr (z-rAIIA
<br /> _J
<br /> 1/4.1/4 SEC. CORNER "RE 11988" IN
<br /> CPS 7
<br /> PED
<br /> 14
<br /> 1319-80'(M) 1319.86'(R4) (�A)) CN FD, BRASS DISC MONUMENT WELL
<br /> 100, 822.51'(M) 822.55'(R4) I
<br /> cp 62 LjJ AST N.447420.674 (4)
<br /> ROADWAY EASEMENT & RIGHT-OF-WAY >
<br /> CUR E.1735377.029(R8)
<br /> GPS
<br /> D, E RASS DISC
<br /> IN Top OF EAST
<br /> 8 STAMPED
<br /> 087-239/0.R. 3875-211 "CPS 7"
<br /> N 89036*40"W 1319.98'(M) 1320.04'(R4) ('R12)
<br /> 532.98'(M) 533.04'(R4)
<br /> V
<br /> 250.00'(R5) 333.25'(fi/R4) N.447225.106(R8)
<br /> b E.I 735343,827(R8) (o
<br /> 866.23'(M N
<br /> 8116.29'(R4) Iq -V
<br /> GPS
<br /> 2"
<br /> "R 1
<br /> MONUMENT
<br /> C, O.R.O*R, 201
<br /> z
<br /> ROADWAY EASEMENT & RIGHT-OF-WAY 453.75 (M/R4) 30'
<br /> FD, 3/4" I.P. TAGGED SPIKE (R3)
<br /> O.R. 2087-239/0.R.-36-7-5-ii_17
<br /> N FD. 1-1/4- -RCE 14901- (R3) r, cn
<br /> N
<br /> I.P. TAGGED
<br /> FD. 3/4" I.P,
<br /> FD. 1-1/4" I.P. TAGGED 5)) 01
<br /> 1/4, 1/4 SECTION LIN -RCE 14901- (R4) I-N Zq
<br /> E CE 1490 TAGGED "R
<br /> SF I14901" (R3)
<br /> L4
<br /> V 0 �4
<br /> C; z
<br /> C-4
<br /> 0 kn n L,
<br /> V 0
<br /> 1-1 4 0) Ln z
<br /> PARC $0. c)) SFS
<br /> + ? �► �P M 2 ���� NC5 PARCEL I
<br /> N 89036*40"
<br /> W
<br /> tA Q-50
<br /> 8.406 ACRES 41 x1
<br /> Uj 00 RR --, 30.00, FD
<br /> 3/8" SPIKE
<br /> z _j
<br /> 393.75' <
<br /> N z 1� P
<br /> M N89*36'40"W N 89*36*40"W 423.75'(M/R7) _LD.
<br /> 0 b _ cn 3/4" 1.P.
<br /> wo - <
<br /> z PARCEL 3 100.00, FD. 3/4: I.P. (R3) 101P.0 E 30, 01 0 o TAGGED "RCE
<br /> w D __ — z
<br /> 9 oz TAG ILLEGIBLE 6 c-4 1 14901" (R3)
<br /> 0 C-4
<br /> kn Lo 15.000 SOXT. Uj b
<br /> Li 0 ff) < Uj
<br /> M b 2 Lo - to - 10
<br /> zo LLj 0 0 PARCEL 2 01
<br /> z 0 0 b 0 1po
<br /> Q a: �) 0 00 0 6 U-)
<br /> b loo, U-j 0 1.803 ACRES U)o
<br /> 000 1
<br /> C� bo
<br /> z45°19'12"E
<br /> - 0 0 < FD.2"BRASS WASHER
<br /> N, 4 5�19'1 2"E 28.25' (D 1 ko
<br /> 699.53' z z z N Z J_ z WITH BOLT STAMPED
<br /> — -% — — — — — _100.00, 1 373.75' 30-130' "RE 11986' IN
<br /> m = — MONUMENT WELL AT
<br /> N 89*36'4U*W 0 SECTION CORNER (R6)
<br /> 250.00'(R5) 1240.08, 20 1'IN VALPICO ROAD
<br /> 1290,09- - SEC,3� SEC.34 VALPI&O ROAD
<br /> to
<br /> 1320,09'(CALC/M) 1320,14'(R4) -WON" ------ ..ww........
<br /> 6 1320.09'(CALC/M) 1320.14'(R4) N.M.-W T.2 S., E,
<br /> 00
<br /> FID. 2" I.P. AT OD N 89036'40"W 2640.18'(M) 2640.24'(R 1) 2640.11'(Rll) VALPICO
<br /> • /4
<br /> SECTION CORNER Q 0 0)
<br /> OD SEC.4 SEC.3 ROAD "i
<br /> (R1.R4,R5.R6) NO TAG T.3 S.,R.5 E. 0 %.
<br /> cif
<br /> CPS 14 FD. 2-
<br /> < VALPICO ROAD FD. 2" BRASS WASHER DISC, STAMPED
<br /> 00'
<br /> PER (R3)
<br /> u,
<br /> H JBOLT STAMPED*�R T 8 N
<br /> I
<br /> 1 9
<br /> MONUMENT WELL
<br /> F
<br /> )E CTION CORNER
<br /> C_ _
<br /> 1 320'0 '(CALI VA P ICO ROAD
<br /> P. J/
<br /> 2�IA 4
<br /> (GLENBRIAR ESTATES UNIT NO. 2 (R6)) W/BOLT STAMPED 'RE 11986IN
<br /> "RE 11988" IN MON. MONUMENT WELL (R8)
<br /> m
<br /> WELL AT SECTION
<br /> N.436853.003
<br /> CORNER (R6) E.1735292.601
<br /> LL_) (GLENBRIAR ESTATES UNIT NO, 11B) SOUTH LINE SECTION 33
<br /> (M.&P. 36-1) (GLENBRIAR ESTATES UNIT NO. 3)
<br /> (M.&P. 33-74) LINN E RCAb__
<br /> GPS DETAIL
<br /> D.D. SHEET N0. 53C NO SCALE
<br /> JN. 00-066
<br />
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