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STATEMENT OF PURPOSE
<br />THIS SURVEY WAS PERFORMED TO ESTABLISH THE BOUNDARY OF PARCEL 1 AS
<br />DESCRIBED IN BOOK 1984, PAGE 413 OF OFFICIAL RECORDS FOR AN ALTA/NSPS
<br />LAND TITLE SURVEY MADE IN CONNECTION WITH THE PLANNING AND DESIGN OF
<br />A RENEWABLE NATURAL GAS FACILITY. SEE "SUBJECT PARCEL NOTE" ON SHEET 2
<br />AND THE "PROPOSED/FUTURE LEASE" NOTE ON SHEET 4. THIS SURVEY IS FILED
<br />IN COMPLIANCE WITH SECTION 8762(B), PARTS 1 THROUGH 5, OF THE
<br />PROFESSIONAL LAND SURVEYORS' ACT.
<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, AND P309, THE LATITUDE,
<br />LONGITUDE, AND ELLIPSOID HEIGHT OF WHICH WERE HELD FIXED IN A LEAST
<br />SQUARES ADJUSTMENT. DISTANCES AND COORDINATES ARE EXPRESSED IN
<br />U.S. SURVEY FEET UNLESS OTHERWISE NOTED. ALL MEASURED DISTANCES
<br />PER THIS SURVEY ARE GRID.
<br />2. THE SITE COMBINATION FACTOR IS 0.99993657 AND THE SITE MAPPING
<br />ANGLE IS-00'27'05.97", BOTH CALCULATED AT FOUND MONUMENT 211. 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 GEOIDI8 MODEL.
<br />5. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM
<br />OF 1988 (NAVD88), DEFINED LOCALLY BY CONTINUOUS GPS STATIONS OF
<br />THE CSRS. THIS SURVEY TIED TO STATIONS CMOD, P256, AND P309, THE
<br />ELLIPSOID HEIGHTS OF WHICH WERE HELD FIXED IN A LEAST SQUARES
<br />ADJUSTMENT. ELEVATIONS ARE EXPRESSED IN U.S. SURVEY FEET. ELEVATIONS
<br />ON FOUND MONUMENTS AND CONTROL STATIONS HAVE BEEN DETERMINED
<br />USING GEOID MODELING, INTERPOLATED FROM THE NGS GEOIDI8 MODEL
<br />ACCURACY STATEMENT
<br />1. THE SURVEY WAS PERFORMED ACCORDING TO THE 2021 MINIMUM
<br />STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS.
<br />THE CONTROL STATIONS TO WHICH THIS SURVEY IS REFERENCED ARE PART
<br />OF THE CSRS AS DEFINED IN THE CALIFORNIA PUBLIC RESOURCES CODE.
<br />2. THE CONTROL SURVEY WAS PERFORMED USING STATIC GNSS EQUIPMENT
<br />AND 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
<br />SOFTWARE. THE POSITIONS HELD FIXED IN THE FINAL CONSTRAINED
<br />ADJUSTMENT ARE AS LISTED IN THE SURVEYOR'S NOTES. THE RESULTANT
<br />CCS83 ZONE 3 COORDINATES FOR CONTROL POINTS 101 AND 102 ACHIEVE
<br />A 1 cm LOCAL ACCURACY AT 'THE 95% CONFIDENCE LEVEL THE RESULTANT
<br />NAVD88 ELEVATIONS FOR CONTROL POINTS 101 AND 102 ACHIEVE A 2cm
<br />LOCAL ACCURACY AT THE 95% CONFIDENCE LEVEL.
<br />3. FOUND MONUMENTS (200 SERIES) WERE SURVEYED USING STATIC GNSS
<br />EQUIPMENT AND METHODS. THE RELATIVE POSITIONS OF FOUND MONUMENTS
<br />FALL WITHIN THE MAXIMUM ALLOWABLE RELATIVE PRECISION SPECIFIED (0.07
<br />FEET + 50ppm) IN THE ALTA/NSPS MINIMUM STANDARD DETAIL
<br />REQUIREMENTS. Doc 0: 2024-104441
<br />11/26/2024 01:49:31 PM
<br />Page: 1 of 4 Fee: $104.00
<br />Steve J. Bestolarides
<br />San Joaquin County Recorders
<br />Paid By: SHOWN ON DOCUMENT
<br />COUNTY RECORDER'S STATEMENT
<br />! N.210
<br />FILED THIS ' "' DAY OF Olf ",5; 2024, AT l • . M.
<br />IN BOOOF SURVEYS, AT PAGE Ir
<br />e
<br />, AT THE
<br />REQUEST OF GUIDA.
<br />FEE
<br />STEVE J. BESTOLARIDES
<br />ASSESSOR-
<br />:RECOR ER -CO_ UNTY CLERK
<br />BY ���" • LV•_l� '
<br />A@60TANT/DEPUTY RECORDER MpA%pl Lm�rres-
<br />219 \
<br />�6� 1 P309
<br />,h fro
<br />lk
<br />P256 �101'
<br />N86'51'45.66"W /
<br />108,359.309(M)/ \
<br />A \
<br />? a^
<br />STATION: 101
<br />NORTHING: 2,131,753.3837
<br />EASTING: 6, 363, 552.2566
<br />ELEVATION: 41.728
<br />COMBINED FACTOR: 0.99993360
<br />CONVERGENCE ANGLE:-00'25'12.28"
<br />STATION: CMOD
<br />LAT: 37' 38' 28.803125"
<br />LONG: 120'59'59.867245"
<br />EH: 28.6350 METERS
<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 />o EH:-30.1756 METERS
<br />/ COMBINED FACTOR: 0.99993714 COMBINED FACTOR: 0.99993888
<br />\ CONVERGENCE ANGLE:-00'26'47.90" CONVERGENCE ANGLE:-00'40'35.07"
<br />211
<br />STATION: 211 STATION: P309
<br />NORTHING: 2,153,600.9615 LAT: 38'05'23.954189"
<br />EASTING: 6,348,829.5464 LONG: 12(757'04.405657"
<br />ELEVATION: 27.191 EH: 41.9527 METERS
<br />\ COMBINED FACTOR: 0.99993657 COMBINED FACTOR: 0.99994004
<br />CONVERGENCE ANGLE:-00'27'05.97" CONVERGENCE ANGLE: -00' 16'34.51 "
<br />STATION: 102
<br />NORTHING: 2,157,761.2027
<br />EASTING: 6,351,227.4124
<br />ELEVATION 27 073
<br />\ STATION: 219
<br />NORTHING: 2,147,383.3436
<br />\ EASTING: 6,345,235.6659
<br />h, ELEVATION: 25.178
<br />COMBINED FACTOR: 0.99993591
<br />Np\ CONVERGENCE ANGLE:-00'27'33.05"
<br />0
<br />s\
<br />NoD
<br />CP P309
<br />o\ \ CP
<br />irr
<br />8619
<br />\ \ \ ^h0.
<br />�o' CV
<br />CO
<br />1. LATITUDE, LONGITUDE, ELLIPSOID HEIGHT DATUM: 101 • ,y
<br />NAD83(2011), CSRS EPOCH 2O17.50 [METERS], PER R1.
<br />2. NORTHING, EASTING DATUM: CCS83 ZONE 3, \`�Sj mQ
<br />CSRS EPOCH 2O17.50 (NAD83 2011) [USSF]
<br />3. ELEVATION DATUM: NAVD88/GEOIDI8 [USSF] /
<br />4. CCS83 ZONE 3 COORDINATES, COMBINED FACTOR,
<br />AND CONVERGENCE ANGLE FOR ALL STATIONS WERE
<br />CALCULATED FROM THE LATITUDE, LONGITUDE, AND CMOD
<br />ELLIP. HEIGHT USING STAR*NET V12 SOFTWARE. SEE
<br />SURVEYOR'S NOTE 1.
<br />TIES TO THE CAUFORNIA SPATIAL REFERENCE SYSTEM
<br />COUNTY SURVEYOR'S STATEMENT
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH
<br />SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS'
<br />ACT THIS DAY OF��l� 2024.Ir 1h
<br />865TE
<br />hJESE. HA, PLS 8657
<br />UNTY SURVEYOR�T�
<br />NOT TO SCALE
<br />SURVEYOR'S STATEMENT
<br />THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME
<br />OR UNDER MY DIRECTION IN CONFORMANCE WITH THE
<br />REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS'
<br />ACT AT THE REQUEST OF AMERESCO IN JUNE 2024.
<br />JUSTIN P- HEIGHT
<br />PLS 6167
<br />Ulno
<br />DATE
<br />RAL-SIS OF BF49AIAGS
<br />BEARINGS SHOWN ON THIS MAP ARE REFERENCED TO THE CCS83,
<br />ZONE 3 GRID, NAD83(2011) CSRS EPOCH 2O17.50. THIS SURVEY TIED
<br />TO CGPS STATIONS "CMOD", "P256", AND "P309" OF THE CSRS. SEE
<br />SURVEYOR'S NOTES AND TIES TO CALIFORNIA SPATIAL REFERENCE
<br />SYSTEM DIAGRAM.
<br />® CSRS CGPS STATION
<br />O GUIDA SURVEYING CONTROL POINT
<br />O FOUND MONUMENT AS NOTED
<br />6 ESTABLISHED POINT. NOTHING FOUND, NOTHING SET.
<br />201 CONTROL POINT OR FOUND MONUMENT REFERENCE
<br />NUMBER. SEE DESCRIPTIONS ON SHEET 3.
<br />OESTABLISHMENT NOTES SHEET 3.
<br />ENCUMBRANCE NOTES SHEET 4.
<br />CF
<br />CALCULATED FROM
<br />CGPS
<br />CONTINUOUS GPS STATION
<br />cm
<br />CENTIMETERS
<br />COS
<br />CITY OF STOCKTON
<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, 0
<br />EH
<br />ELLIPSOID HEIGHT
<br />FTC
<br />FROM TRUE CORNER
<br />M
<br />MEASURED
<br />M&P
<br />MAPS AND PLATS
<br />O.R.
<br />OFFICIAL RECORDS
<br />PM
<br />PARCEL MAP BOOK
<br />PTN
<br />PORTION OF
<br />RS
<br />RECORD OF SURVEY
<br />USSF
<br />UNITED STATES SURVEY FEET
<br />A11: �
<br />R1 CSRC WEBSITE (http://sopac-csrc.ucsd.edu/index.php/epoch20l7/)
<br />R2 35 RS 5 (CITY OF STOCKTON HORIZONTAL CONTROL SYSTEM)
<br />R3 CR 22-049
<br />R4 25 RS 5
<br />R5 28 RS 87
<br />R6 33 RS 152
<br />R7 1984 OR 413 (SEE ALSO 765 OR 234)
<br />R8 40 RS 193
<br />LAND
<br />0 0
<br />JUSTMi P. HEIGHT
<br />NO. 6167
<br />0524-00210 Comp RS Map.dn
<br />11-05-2024
<br />RECORD OF SURVEY
<br />OF PARCEL 1, BOOK .1984, PAGE 413 OF OFFICIAL
<br />RECORDS, BEING A PORTION OF SECTIONS 36, 37,
<br />48, AND 49 OF THE C.M. WEBER GRANT
<br />IN THE UNINCORPORATED TERRITORY OF THE
<br />COUNTY OF SAN JOAQUIN, STATE OF CALIFORNIA
<br />JUNE 2024
<br />■ENNEN
<br />.NEEEE
<br />.MOSER
<br />■MEEME
<br />MESSES
<br />■ENNEN
<br />G U I DA
<br />GEOSPATIAL SOLUTIONS
<br />SHEET 1 OF 4 SHEETS JOB NO. 0524-00210
<br />
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