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<br />STATEMENT OF PURPOSE
<br />THIS SURVEY WAS PERFORMED TO ESTABLISH THE BOUNDARY OF THE SUBJECT
<br />PARCEL IN CONNECTION WITH THE PLANNING AND DESIGN OF SITE
<br />IMPROVEMENTS. THIS SURVEY IS FILED IN COMPLIANCE WITH SECTION 8762(B),
<br />PARTS 1 THROUGH 5, OF THE PROFESSIONAL LAND SURVEYORS' ACT.
<br />BASIS OF BEARINGS
<br />BEARINGS SHOWN ON THIS MAP ARE REFERENCED TO THE CCS83, ZONE 3 GRID,
<br />NAD83(2011) CSRS EPOCH 2O17.50, DEFINED LOCALLY BY CONTINUOUS GPS
<br />STATIONS OF THE CSRS. THIS SURVEY TIED TO CGPS STATIONS "CMOD", "P256",
<br />P309", AND "S300". SEE SURVEYOR'S NOTES AND TIES TO CALIFORNIA SPATIAL
<br />REFERENCE SYSTEM DIAGRAM.
<br />SURVEYOR'S NOTES
<br />1. COORDINATES, DISTANCES, AND BEARINGS SHOWN ON THIS MAP ARE
<br />REFERENCED TO THE CCS83, ZONE 3 GRID, NAD83(2011) CSRS EPOCH
<br />2017.50, DEFINED LOCALLY BY CONTINUOUS GPS STATIONS OF THE CSRS.
<br />THIS SURVEY TIED TO STATIONS CMOD, P256, P309, AND S300, THE
<br />LATITUDE, LONGITUDE, AND ELLIPSOID HEIGHT OF WHICH WERE HELD FIXED
<br />IN A LEAST SQUARES ADJUSTMENT. DISTANCES AND COORDINATES ARE
<br />EXPRESSED IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED. ALL MEASURED
<br />DISTANCES PER THIS SURVEY ARE GRID.
<br />2. THE SITE COMBINATION FACTOR IS 0.99993407 AND THE SITE MAPPING
<br />ANGLE IS-00'29'07.19", BOTH CALCULATED AT FOUND MONUMENT 205. TO
<br />OBTAIN GROUND LEVEL DISTANCES, DIVIDE GRID DISTANCES BY THE SITE
<br />COMBINATION FACTOR. TO OBTAIN GEODETIC NORTH AZIMUTHS, ROTATE GRID
<br />AZIMUTHS COUNTERCLOCKWISE USING THE MAPPING ANGLE.
<br />3. RECORD DISTANCES AND BEARINGS ARE AS SHOWN OR NOTED IN THE
<br />DOCUMENT BEING REFERENCED. REFER TO THE DOCUMENT ITSELF TO
<br />DETERMINE IF THE RECORD DIMENSION IS EXPRESSED IN GRID OR GROUND
<br />UNITS. ALL RECORD DISTANCES USED FOR ESTABLISHMENT PURPOSES WERE
<br />FIRST SCALED TO GRID USING THE SITE COMBINATION FACTOR.
<br />4. COMBINED FACTORS ARE THE PRODUCT OF THE ELEVATION FACTOR TIMES
<br />THE CCS83 SCALE FACTOR. ELEVATION FACTORS WERE COMPUTED USING A
<br />VALUE OF 20,906,000 FEET AS THE RADIUS OF CURVATURE OF THE EARTH
<br />AND THE GEOID MODEL AT THE STATION. GEOID HEIGHTS HAVE BEEN
<br />INTERPOLATED FROM THE NGS GEOID18 MODEL.
<br />5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM
<br />OF 1988 (NAVD88), DEFINED LOCALLY BY THE CITY OF LATHROP
<br />HORIZONTAL CONTROL AND BENCHMARK NETWORK. THIS SURVEY TIED TO
<br />STATION 1036, THE ELEVATION OF WHICH WAS HELD FIXED IN A LEAST
<br />SQUARES ADJUSTMENT. ELEVATIONS ARE EXPRESSED IN U.S. SURVEY FEET.
<br />ELEVATIONS ON FOUND MONUMENTS HAVE BEEN DETERMINED USING GEOID
<br />MODELING, INTERPOLATED FROM THE NGS GEOID18 MODEL.
<br />ACCURACY STATEMENT
<br />1. THE SURVEY WAS PERFORMED ACCORDING TO CALTRANS SURVEY MANUAL
<br />SPECIFICATIONS. THE CONTROL STATIONS TO WHICH THIS SURVEY IS
<br />REFERENCED ARE PART OF THE CSRS AS DEFINED IN THE CALIFORNIA PUBLIC
<br />RESOURCES CODE.
<br />2. THE CONTROL SURVEY WAS PERFORMED USING STATIC GNSS EQUIPMENT AND
<br />METHODS. GNSS OBSERVATION DATA WAS PROCESSED USING TRIMBLE
<br />BUSINESS CENTER V2023-11 SOFTWARE. RESULTING VECTORS WERE
<br />ADJUSTED BY THE LEAST SQUARES METHOD USING STAR*NET V12 SOFTWARE.
<br />THE POSITIONS HELD FIXED IN THE FINAL CONSTRAINED ADJUSTMENT ARE AS
<br />LISTED IN THE SURVEYOR'S NOTES. THE RESULTANT CCS83 ZONE 3
<br />COORDINATES FOR FOUND MONUMENTS ACHIEVE A 1 cm LOCAL ACCURACY AT
<br />THE 95% CONFIDENCE LEVEL. THE RESULTANT NAVD88 ELEVATIONS FOR
<br />FOUND MONUMENTS ACHIEVE A 2cm LOCAL ACCURACY AT THE 95%
<br />CONFIDENCE LEVEL.
<br />COUNTY RECORDER'S STATEMENT
<br />1.
<br />FILED THIS tt
<br />'j DAY OF , 2025, AT -LD-; cM.
<br />IN BOOKy ` OF SURVEYS, AT PAGE AT THE
<br />REQUEST OF GUIDA.
<br />FEE do-, -
<br />- ;c � --V -��i---
<br />STEVE J. BESTOLARIDES
<br />ASSESSOR -RECORDER -COUNTY CLERK
<br />BY
<br />EPUTY ORDER
<br />STATION: CMOD
<br />LAT: 37' 38'28.803125"
<br />LONG: 120'59'59.867245"
<br />EH: 28.6350
<br />COMBINED FACTOR: 0.99992651
<br />CONVERGENCE ANGLE: -00' 18'21.94"
<br />STATION: P256
<br />LAT. 37' 55' 55.060746"
<br />LONG: 121' 36' 17.372535"
<br />EH:-30.1756
<br />COMBINED FACTOR: 0.99993888
<br />CONVERGENCE ANGLE:-00'40'35.07"
<br />STATION: P309
<br />LAT. 38' 05' 23.9 54189 "
<br />LONG: 120'57'04.405657"
<br />EH: 41.9527
<br />COMBINED FACTOR: 0.99994004
<br />CONVERGENCE ANGLE: -00' 16*34.51 "
<br />STATION: S300
<br />LAT: 37'39'59.416218"
<br />LONG:121' 33' 29.716444"
<br />EH: 496.2839
<br />COMBINED FACTOR: 0.99985240
<br />CONVERGENCE ANGLE:-00'38'52.43" P309
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<br />TIES TO THE CALIFORNIA SPATIAL REFERENCE SYSTEM
<br />Doc 0: 2025-028233
<br />04/07/2025 10:55:39 AM
<br />Page: 1 of 2 Fee: $98.00
<br />Steve J. Bestolarides
<br />San Joaquin County Recorders
<br />Paid By: SHOWN ON DOCUMENT
<br />COUNTY SURVEYOR'S STATEMENT
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
<br />SECTION 8766OF THE PROFESSIONAL LAND SURVEYORS'
<br />ACT THIS 2-1"
<br />DAY OF %Katr-N' , 2025.
<br />PJAMES E. LHAR_T,TfS�
<br />8657
<br />COUNTY SURVEYOR
<br />D.D. SHEET NO. 48A
<br />STATION: 203
<br />NORTHING: 2113990.7651
<br />EASTI NG: 6332176.8078
<br />ELEVATION: 10.885
<br />COMBINED FACTOR: 0.99993405
<br />CONVERGENCE ANGLE: -0929'10.62"
<br />STATION: 204 (CITY BM 1036)
<br />NORTHING: 2113618.4741
<br />EASTI NG: 6333476.9452
<br />ELEVATION: 11.280
<br />COMBINED FACTOR: 0.99993401
<br />CONVERGENCE ANGLE:-00'29'00.68"
<br />STATION: 205
<br />NORTHING: 2115609.7817
<br />EASTI NG: 6332640.2002
<br />ELEVATION: 11.758
<br />COMBINED FACTOR: 0.99993407
<br />CONVERGENCE ANGLE:-00'29'07.19"
<br />NOT TO SCALE
<br />1. LATITUDE, LONGITUDE, ELLIPSOID HEIGHT DATUM:
<br />NAD83(2011), CSRS EPOCH 2O17.50 [METERS], PER R1.
<br />2. NORTHING, EASTING DATUM: CCS83 ZONE 3,
<br />CSRS EPOCH 2O17.50 (NAD83 2011) [USSF]
<br />3. ELEVATION DATUM: NAVD88/GEOID18 [USSF]
<br />4. CCS83 ZONE 3 COORDINATES, COMBINED FACTOR, AND
<br />CONVERGENCE ANGLE FOR ALL STATIONS WERE
<br />CALCULATED FROM THE LATITUDE, LONGITUDE, AND
<br />ELLIP. HEIGHT USING STAR*NET V12 SOFTWARE. SEE
<br />SURVEYOR'S NOTES.
<br />T1 N43'37'16.87"E 143,742.819(M)
<br />T2 N74'01'15.84"W 1,352.389(M)
<br />T3 N55'32'39.95"W 101,181.023(M)
<br />ABBREVIATIONS
<br />CF
<br />CALCULATED FROM
<br />CGPS
<br />CONTINUOUS GPS STATION
<br />cm
<br />CENTIMETERS
<br />CR
<br />CORNER RECORD
<br />CSRC
<br />CALIFORNIA SPATIAL REFERENCE CENTER
<br />CSRS
<br />CALIFORNIA SPATIAL REFERENCE SYSTEM
<br />DOC NO
<br />DOCUMENT NUMBER
<br />FTC
<br />FROM TRUE CORNER
<br />M
<br />MEASURED
<br />M&P
<br />MAPS AND PLATS
<br />OR
<br />OFFICIAL RECORDS
<br />PTN
<br />PORTION OF
<br />RS
<br />RECORD OF SURVEY
<br />USSF
<br />UNITED STATES SURVEY FEET
<br />REFERENCES
<br />R1 CSRC WEBSITE (http://sopac-csrc.ucsd.edu/index.php/epoch20l7/)
<br />R2 DOC. NO. 2013-098272 OR (LLA LM 13-0014)
<br />R3 M&P 31-70 (TRACT NO. 2208)
<br />R4 CR 18-056
<br />LEGEND
<br />® CSRS CGPS STATION
<br />• SET 1" x 24" IRON PIPE WITH ALUM. CAP "PLS 6167"
<br />UNLESS NOTED OTHERWISE
<br />0 FOUND MONUMENT
<br />201 FOUND MONUMENT REFERENCE NUMBER. SEE DESCRIPTIONS ON
<br />SHEET 2.
<br />OA ESTABLISHMENT NOTES SHEET 2.
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<br />NOT TO SCALE
<br />120
<br />0724-00001 RS Map.dwg
<br />03-14-2025
<br />RECORD OF SURVEY
<br />LOT LINE ADJUSTMENT LM 13-0014
<br />AS DESCRIBED IN THE NOTICE OF LOT LINE
<br />ADJUSTMENT RECORDED JULY 29, 2013 AS
<br />DOCUMENT NUMBER 2013-098272, OFFICIAL
<br />OF SANCOUNTY
<br />SURVEYOR'S STATEMENT A PORTONRDS OF SEC. 34,, OAQT1 Sul R6E, M.D.B.&M.
<br />IN THE CITY OF LATHROP
<br />THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME
<br />ENO OR UNDER MY DIRECTION IN CONFORMANCE WITH THE �� LAND COUNTY STATE OF CCALIFORNIA IN
<br />REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS'
<br />ACT AT THE REQUEST OF IN-N-OUT IN AUGUST 2024. AUGUST 2024
<br />LICENSE WSW aw R JUSTIN P. HEIGHT 2 i i i i i i
<br />* WSW N0I-P. 6167
<br />�►MENNEN
<br />a% 17% 2S
<br />MONSON G IDA
<br />CAl1 JUSTIN .HEIGHT DATE q�' 0��
<br />PLS 6167 OF CA�\F GEOSPATIAL SOLUTIONS
<br />SHEET 1 OF 2 SHEETS JOB NO. 0724-00001
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