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<br />LEGEND (MAP)
<br />ALL DISTANCES SHOWN ARE IN U.S. SURVEY FEET AND DECIMALS
<br />THEREOF, UNLESS OTHERWISE NOTED.
<br />FOUND AND ACCEPTED EXISTING SECTION CORNER AS NOTED.
<br />- FOUND AND ACCEPTED EXISTING SECTION QUARTER CORNER AS
<br />NOTED.
<br />0 S.F.N.F.
<br />o SET 2" O.D. I.P., 30" LONG, IN CONCRETE WITH BRASS TAG,
<br />"PLS 9384," DOWN 6" BELOW NATURAL GRADE.
<br />APN
<br />ASSESSOR'S PARCEL NUMBER
<br />C-©#
<br />CALCULATED PER RECORD REFERENCE
<br />CR
<br />CORNER RECORD, S. J. C. S. R.
<br />S.J.C.R.
<br />SAN JOAQUIN COUNTY RECORDS
<br />D.N.
<br />DOCUMENT NUMBER PER SAN JOAQUIN COUNTY RECORDS
<br />I,P.
<br />IRON PIPE
<br />NTS
<br />NOT TO SCALE
<br />D.D.
<br />OUTSIDE DIAMETER
<br />XX PM YY
<br />BOOK XX OF PARCEL MAPS, PAGE YY, S.J.C.R.
<br />XX RS YY
<br />VOLUME XX OF RECORD OF SURVEYS, PAGE YY, S.J.C.R.
<br />XX MP YY
<br />BOOK XX OF MAPS AND PLATS, PAGE YY, S.J.C.R.
<br />( )
<br />RECORD DATA PER NOTED REFERENCE
<br />S. F. N. F.
<br />SEARCHED FOR, NOTHING FOUND
<br />S.J.C.S.R.
<br />SAN JOAQUIN COUNTY SURVEYOR RECORDS
<br />SUBJECT PROPERTY BOUNDARY
<br />- -
<br />EXISTING RIGHT OF WAY
<br />— -
<br />— SECTION LINE
<br />NW COR S18-3S/6E
<br />FOUND AND ACCEPTED 21N BRASS DISK IN MONUMENT BOX
<br />AS SHOWN ON R3
<br />STAMPED 'RE 6338"
<br />I
<br />SURVEY NOTES
<br />1. ALL DISTANCES SHOWN HEREON ARE GRID DATA. TO BEST
<br />APPROXIMATE GROUND DATA, DIVIDE GRID DATA BY THE - -
<br />AVERAGE PROJECT SPECIFIC COMBINATION FACTOR OF
<br />0.999931. GEOIDI8 WAS USED TO OBTAIN ELEVATION DATA — — - —
<br />BASIS OF BEARINGS
<br />THE BASIS OF BEARINGS FOR THIS SURVEY IS CCS83, EPOCH 2O17.50,
<br />ZONE 3, SHOWN LOCALLY AS THE NORTH LINE OF OF THE NORTHWEST
<br />QUARTER OF SECTION 18, TOWNSHIP 3 SOUTH, RANGE 6 EAST, BEARING
<br />NORTH 89'47'58" WEST AND IS BASED UPON GPS OBSERVATIONS FROM THE
<br />PRIMARY PROJECT CONTROL STATIONS P253 AND P256, BOTH HAVING
<br />PUBLISHED ACCURACIES OF LESS THAN 1 CM.
<br />P256
<br />ECEF COORDINATES
<br />X:-2639705.3065M
<br />Y.-4289970.0915M
<br />Z: 3899471.5942M
<br />CCS83 COORDINATES N37'03'38"W 115,086.32'
<br />(COMPUTED) BASIS OF BEARINGS
<br />N: 2,163,691.61' \ i N89'47'58'W 2712.73'(GRID)
<br />E: 6,243,030.51' I \'. 2712_92'(GROUND N
<br />ELEV.7.06' I
<br />COMB FACTOR: 0.999939 /
<br />MAPPING ANG:-00'40'35.1
<br />N4 COR 318-3S/6E
<br />CCS83 COORDINATES
<br />(COMPUTED)
<br />N: 2,071,843.39
<br />E. 6, 315,101. 06'
<br />ELEV: 79.83'
<br />COMB FACTOR: 0.999931
<br />MAPPING ANG:-00'31'17.9"
<br />NW CUR S 18-3S/6E
<br />CCS83 COORDINATES
<br />I
<br />Loh`O
<br />/11�` LOCAL CONTROL DIAGRAM
<br />N.T.S.
<br />(COMPUTED)
<br />�Ico
<br />/,F,
<br />bb
<br />N: 2,071,852.88'
<br />E: 6, 312, 388.34'
<br />`oI^
<br />i
<br />/ h/�Cl
<br />ELEV. 93.65'
<br />Z I °
<br />/
<br />COMB FACTOR: 0.999930
<br />/
<br />/ P253
<br />MAPPING ANG: -00'31 '38.6"
<br />I
<br />/
<br />ECEF
<br />X:
<br />COORDINATES
<br />-2659922.6775M
<br />Y:
<br />-4314695.1763M
<br />Z:
<br />3860314.4212M
<br />CCS83 COORDINATES
<br />(COMPUTED)
<br />N: 1, 998, 739.02'
<br />E: 6,227,104.25'
<br />ELEV: 3598.70'
<br />COMB FACTOR: 0.999773
<br />MAPPING ANG:-00'4221.2"
<br />N 1/4 COR S18-3516E
<br />FOUND AND ACCEPTED 1IN O.D. IRON AXLE (PIN)
<br />MATCHES POSITION AND DEPTH PER R4
<br />DOWN 31"
<br />I CR-15-23
<br />(N89' 17'03 "E 2712.80')R4
<br />(N89' 17'03 "E 2712.90')R3 N
<br />N89'49'E 2712.45 C-R2-
<br />N89'47'58"W BASIS _OF BEARINGS 2712.73'
<br />--- I.EHMANROAD----�-_—_--�----
<br />PERTAINING TO SCALE FACTORS. - - 361.48' (361.503)R 1
<br />I
<br />2.
<br />THE VALUES REFERENCED ABOVE AND SHOWN HEREON
<br />WERE COMPUTED USING A LEAST SQUARES ADJUSTMENT
<br />I
<br />HOLDING FIXED THE CCS83, EPOCH 2O17.50, ECEF
<br />COORDINATES, AS PROVIDED BY THE CALIFORNIA SPATIAL
<br />REFERENCE CENTER (CSRC) AND SHOWN HEREON, OF THE
<br />30`,'
<br />FOLLOWING PRIMARY PROJECT CONTROL STATIONS:
<br />HORIZONTAL CONSTRAINTS: VERTICAL CONSTRAINTS:
<br />P253 AND P256 P253
<br />LO �
<br />3.
<br />THE RESULTING HORIZONTAL POSITIONAL ACCURACY OF THE
<br />N
<br />MONUMENTS AS MEASURED IN THIS SURVEY, RELATIVE TO
<br />o o
<br />to
<br />THE PRIMARY PROJECT CONTROL, IS 0.063' OR BETTER AS
<br />00 N
<br />I
<br />EXPRESSED BY THE SEMI -MAJOR AXIS OF THE ERROR
<br />N C
<br />g
<br />ELLIPSE AT THE 959 PERCENT CONFIDENCE REGION.
<br />3
<br />4.
<br />CCS83 COORDINATES AND DATA ARE SHOWN ONLY FOR
<br />o�o
<br />tq
<br />COMPLIANCE WITH THE PUBLIC RESOURCES CODE.
<br />o o z
<br />5.
<br />NO FGDC ACCURACY IS CLAIMED FOR THIS SURVEY.
<br />I i
<br />6.
<br />THE FIELD WORK WAS PERFORMED ON SEPTMEBER 18 AND
<br />25, 2024.
<br />W 1/4
<br />COR S18-3S 6E
<br />I
<br />FOUND AND ACCEPTED 11N O.D. IRON AXLE (PIN) IN
<br />MONUMENT BOX
<br />I
<br />PER R5
<br />DOWN 31 "
<br />CR-21-070
<br />I
<br />I
<br />�
<br />I
<br />I
<br />D.D. SHEET NO. 67
<br />30' PER R2
<br />SUBJECT PROPERTY
<br />3.000 ACRES
<br />GAVINO, ET AL
<br />D.N. 2024-063288, S.J.C.R
<br />4494 W. LEHMAN ROAD
<br />TRACY, CA 95304
<br />APN: 255-030-01
<br />N89'47'58"W 361.48'
<br />(361.50')R 1
<br />REFERENCES
<br />o�
<br />N
<br />W
<br />CL
<br />I
<br />Wo 1
<br />o 0 100' 200'
<br />z I I i
<br />SCALE: 1 "--100'
<br />RECORD OF SURVEY
<br />BEING A SURVEY OF A PORTION OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 3 SOUTH,
<br />RANGE 6 EAST, MOUNT DIABLO BASELINE AND MERIDIAN, COUNTY OF SAN JOAQUIN,
<br />STATE OF CALIFORNIA.
<br />CONSISTING OF ONE (1) SHEET
<br />FOR: CARI NA PENA
<br />PO BOX 258
<br />BETHEL ISLAND, CA 94511
<br />P: 925.470.0101 WWW.MONUMENTSURVEYING.COM
<br />SURVEYOR'S STATEMENT
<br />THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN
<br />CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT
<br />AT THE REQUEST OF CHAD STEVENS IN JUNE 2024.�PH'
<br />a
<br />No. 9384
<br />LPH "JOE". WALLER, P.L.S. 9384 � `' LQ` D
<br />,,k
<br />COUNTY SURVEYOR'S STATEMENT
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
<br />PROFESSIONAL LAND SURVEYORS' ACT THIS 13 IrA DAY OF J ih UkpR 202.E
<br />N,
<br />a LICENSE 0
<br />/1
<br /># No.8657
<br />N�
<br />?AMES40E HART, L.S. 8657
<br />COUNTY SURVEYOR 9�oF CAL1c
<br />RECORDER'S STATEMENT
<br />FILED THIS � DAY OF 202,T AT q'�I.3 �M., IN
<br />BOOK 4-i OF SURVEYS, AT PAGE AT THE REQUEST OF MONUMENT SURVEYING.
<br />FEE: $ - k7
<br />sS� %b*,�
<br />STEVE J. BESTOLARIDES
<br />ASSESSOR -RECORDER -COUNTY CLERK
<br />E! - RECORDER
<br />PURPOSE STATEMENT
<br />THIS RECORD OF SURVEY IS BEING FILED PURSUANT TO SECTIONS 8762(b)(4), AND (b)(5) OF
<br />THE CALIFORNIA BUSINESS AND PROFESSIONS CODE. - --
<br />Doc 0: 2025-003189
<br />01/14/2025 09:43:24 AM
<br />Page: 1 of 1 Fee: $95.00
<br />Steve J. Bestolarides
<br />San Joaquin County Recorders
<br />Paid By: SHOWN ON DOCUMENT
<br />������
<br />LINNE ROAD ��
<br />LEHMAN ROAD
<br />R1 GRANT DEED RECORDED JULY 30, 2024 AS D.N. 2024-063288,
<br />S.J.C.R.
<br />R2 BRICHETTO TRACT OF THE CARBONA IRRIGATION FARMS, DATED
<br />OCTOBER 1926, FILED IN BOOK 10 OF MAPS AND PLATS, AT DURHAM FERRY
<br />PAGE 113, SAN JOAQUIN COUNTY RECORDER'S OFFICE. ROAD -
<br />R3 20 PM 85, S.J.C.R.
<br />R4 26 RS 31, S.J.C.R.
<br />R5 18 PM 18, S.J. C. R.
<br />PROJECT SITE
<br />Q
<br />N
<br />S
<br />VICINITY MAP
<br />N.T.S.
<br />y1= I I
<br />SHEET 1 OF 1
<br />ft
<br />
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