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STATEMENT OF PURPOSE
<br />THIS SURVEY WAS PERFORMED TO ESTABLISH THE BOUNDARY
<br />OF EL PESCADERO PARK, DESCRIBED IN THE GRANT DEED
<br />RECORDED IN BOOK 2834, PAGE 23 OF OFFICIAL RECORDS, IN
<br />CONNECTION WITH THE PLANNING AND DESIGN OF A
<br />RECREATION CENTER BUILDING. THIS SURVEY IS FILED IN
<br />COMPLIANCE WITH SECTION 8762(B), PARTS 1 THROUGH 5, OF
<br />THE PROFESSIONAL LAND SURVEYORS' ACT.
<br />SURVEYOR'S NOTES
<br />1. COORDINATES, DISTANCES, AND BEARINGS SHOWN ON THIS
<br />MAP ARE REFERENCED TO THE CCS83, ZONE 3 GRID,
<br />NAD83(1998) CSRC EPOCH 2004.00, DEFINED LOCALLY BY
<br />THE CITY OF TRACY GEODETIC CONTROL NETWORK AS
<br />SHOWN ON THE RECORD OF SURVEY FILED IN BOOK 36,
<br />PAGE 118 OF SURVEYS. THIS SURVEY TIED TO STATIONS
<br />2076 AND 2008, THE NORTHING AND EASTING OF WHICH
<br />WERE HELD FIXED IN A LEAST SQUARES ADJUSTMENT.
<br />DISTANCES AND COORDINATES ARE EXPRESSED IN U.S.
<br />SURVEY FEET. ALL MEASURED DISTANCES PER THIS
<br />SURVEY ARE GRID.
<br />2. THE SITE COMBINATION FACTOR IS 0.99993281 AND THE
<br />SITE MAPPING ANGLE IS -00'34'00.45", BOTH CALCULATED
<br />AT FOUND MONUMENT 202. TO OBTAIN GROUND LEVEL
<br />DISTANCES, DIVIDE GRID DISTANCES BY THE SITE
<br />COMBINATION FACTOR. TO OBTAIN GEODETIC NORTH
<br />AZIMUTHS, ROTATE GRID AZIMUTHS COUNTERCLOCKWISE
<br />USING THE MAPPING ANGLE.
<br />3. RECORD DISTANCES AND BEARINGS ARE AS SHOWN OR
<br />NOTED IN THE DOCUMENT BEING REFERENCED. REFER TO
<br />THE DOCUMENT ITSELF TO DETERMINE IF THE RECORD
<br />DIMENSION IS EXPRESSED IN GRID OR GROUND UNITS. ALL
<br />RECORD DISTANCES USED FOR ESTABLISHMENT PURPOSES
<br />WERE FIRST SCALED TO GRID USING THE SITE
<br />COMBINATION FACTOR.
<br />4. COMBINED FACTORS ARE THE PRODUCT OF THE ELEVATION
<br />FACTOR TIMES THE CCS83 SCALE FACTOR. ELEVATION
<br />FACTORS WERE COMPUTED USING A VALUE OF 20,906,000
<br />FEET AS THE RADIUS OF CURVATURE OF THE EARTH AND
<br />THE GEOID HEIGHT AT THE STATION. GEOID HEIGHTS HAVE
<br />BEEN INTERPOLATED FROM THE NGS GEOID18 GEOID
<br />MODEL.
<br />5. ELEVATIONS ARE REFERENCED TO NAVD88, DEFINED
<br />LOCALLY THE CITY OF TRACY GEODETIC CONTROL NETWORK
<br />AS SHOWN ON THE RECORD OF SURVEY FILED IN BOOK
<br />36, PAGE 118 OF SURVEYS. THIS SURVEY TIED TO
<br />STATIONS 2076 AND 2008, THE ELEVATIONS OF WHICH
<br />WERE HELD FIXED IN A LEAST SQUARES ADJUSTMENT.
<br />ELEVATIONS ARE EXPRESSED IN US SURVEY FEET. NAVD88
<br />ELEVATIONS ON FOUND MONUMENTS 202 AND 208 HAVE
<br />BEEN DETERMINED USING GEOID MODELING, INTERPOLATED
<br />FROM THE NGS GEOID18 GEOID MODEL.
<br />BASIS OF BEARINGS
<br />BEARINGS SHOWN ON THIS MAP ARE REFERENCED TO THE
<br />CALIFORNIA COORDINATE SYSTEM (CCS83) ZONE 3 GRID,
<br />NAD83(1998) CSRC EPOCH 2004.00, DEFINED LOCALLY BY THE
<br />CITY OF TRACY GEODETIC CONTROL NETWORK AS SHOWN ON
<br />THE RECORD OF SURVEY FILED IN BOOK 36, PAGE 118 OF
<br />SURVEYS. THIS SURVEY TIED TO STATIONS 2076 AND 2008 OF
<br />THE NETWORK. SEE SURVEYOR'S NOTES AND "TIES TO THE CITY
<br />OF TRACY GEODETIC CONTROL NETWORK" DIAGRAM ON THIS
<br />SHEET.
<br />COUNTY RECORDER'S STATEMENT
<br />FILED THIS 8L41 DAY OF v �[IULY, 2024, AT I '00AM.
<br />IN BOOK A' OF SURVEYS, AT PAGE !?-_iP AT THE
<br />REQUEST OF GUIDA.
<br />FEE $2-3 1 00
<br />----- -- I= &A Ad-
<br />STEVE J. BINTOLARIDES
<br />AJ5t5 UK-KLGQRDDER-COUNTY CLERK
<br />BY _ !�L
<br />/DEPUTY RECORDER M . k j VW
<br />FOUND MONUMENT DESCRIPTIONS
<br />202 202 FOUND ZV2" BRASS DISK, CENTER PUNCHED, IN MONUMENT
<br />WELL ON THE CENTERLINE OF GRANT LINE ROAD PER R6. [ALSO
<br />THE NORTH Y4 CORNER OF SECTION 21, T2S, R5E, MDBM.] THE
<br />WELL IS LOCATED IN THE CROSSWALK PAINT STRIPE ON THE EAST
<br />SIDE OF THE INTERSECTION OF GRANT LINE ROAD AND HOLLY
<br />DRIVE.
<br />203 203 FOUND 1" PIN WITH PUNCH MARKS IN MONUMENT WELL AT
<br />THE CENTERLINE INTERSECTION OF HOLLY DRIVE AND KAVANAGH
<br />AVENUE, PER R6.
<br />(B204 FOUND X BRASS DISK, CENTER PUNCHED AND STAMPED
<br />"RE 6152" IN MONUMENT WELL AT THE CENTERLINE INTERSECTION
<br />OF FAIRFIELD DRIVE AND KAVANAGH AVENUE PER R5.
<br />&205 FOUND 2Xj" BRASS DISK, CENTER PUNCHED AND STAMPED
<br />"RE 6152" IN MONUMENT WELL AT THE CENTERLINE INTERSECTION
<br />OF COVENTRY DRIVE AND KAVANAGH AVENUE PER R5.
<br />Q206206 FOUND 2ND" BRASS DISK, CENTER PUNCHED AND STAMPED
<br />"RE 6152" IN MONUMENT WELL ON THE CENTERLINE OF KAVANAGH
<br />AVENUE, ACCEPTED AS THE SOUTHWEST TRACT CORNER AS SHOWN
<br />ON R5. ALSO ACCEPTED AS NORTHWEST CORNER OF LOT 3,
<br />BLOCK 5 OF TRACT GARDEN FARMS PER R6.
<br />0207 FOUND %" IRON ROD, NO TAG, LOOSE IN DIRT, POSSIBLY
<br />DISTURBED. ACCEPTED AS THE MONUMENT SHOWN ON R6. [SEE
<br />ALSO RS 28-166] [N76'58'54"E 0.55 FTC]
<br />0208 FOUND X BRASS DISK, CENTER PUNCHED, IN MONUMENT
<br />WELL ON THE CENTERLINE OF GRANT LINE ROAD PER R6. [ALSO
<br />THE NORTHWEST CORNER OF SECTION 21, T2S, R5E, MDBM.] THE
<br />WELL IS LOCATED 8' WEST OF THE CROSSWALK PAINT STRIPE ON
<br />THE EAST SIDE OF THE INTERSECTION OF GRANT LINE ROAD AND
<br />TRACY BOULEVARD.
<br />STREET WIDTH_ NOTES
<br />GRANT UNE ROAD
<br />• 1913: R2 SHOWS A 50 FOOT WIDTH
<br />• 1948: R3 SHOWS A 30 FOOT HALF -WIDTH SOUTH, A 25 FOOT
<br />HALF -WIDTH NORTH, AND A 15 FOOT DEDICATION NORTH.
<br />• 1961: R4 SHOWS A 60 FOOT WIDTH
<br />• 1985: RS 28-166 SHOWS A 25 FOOT DEDICATION NORTH
<br />• 1998: R6 SHOWS A 25 FOOT HALF -WIDTH NORTH, THE 15 FOOT
<br />DEDICATION SHOWN ON R3, AND THE 25 FOOT DEDICATION FROM
<br />1985.
<br />CONCLUS/ON. THE NORTH LINE OF GRANT LINE RCMD /S 25 FEET FROM
<br />CENTERLINE ALONG THE FRONTAGE OF THE SUBJECT PARCEL, AND /S
<br />ALSO THE SOUTH BOUNDARY OF THE SUBJECT PARCEL.
<br />KAVANAGH AVENUE
<br />• 1913: R2 SHOWS A 40 FOOT WIDTH
<br />• 1948: R3 SHOWS A 40 FOOT WIDTH
<br />• 1961: R4 SHOWS A 40 FOOT WIDTH
<br />• 1971: R5 SHOWS A 60 FOOT WIDTH. THERE IS NO INDICATION OF
<br />HOW THE SOUTH HALF WAS WIDENED BY 10 FEET.
<br />• 2024: STREET IMPROVEMENTS ARE CONSISTENT WITH, AND
<br />SYMMETRICAL WITH, THE STREET IMPROVEMENTS IN THE TRACTS TO
<br />THE NORTH AND WEST WHICH HAVE 30 FOOT HALF -WIDTHS. A
<br />CURRENT TITLE REPORT DOES NOT INCLUDE ANY RECORDED
<br />DOCUMENTS THAT WIDEN THE STREET.
<br />CONCLUSION-' THE SOUTH LINE OF KAVANAGH AVENUE' IS 20 FEET FROM
<br />THE CENTERUNE ALONG THE FRONTAGE OF THE SUBJECT PARCEL. THE
<br />CENTERLINE /S ALSO THE NORTH LINE OF THE SUBJECT PARCEL. /T
<br />MAY BE THAT SINCE THE CITY OWNS THE SUBJECT PARCEL /N FEE, IT
<br />DID NOT NEED TO ACOU/RE ADD177ONAL ROW FOR THE CURRENT STREET
<br />IMPROVEMENTS
<br />REFERENCES
<br />R1 RS 36-118
<br />R2 M&P 8-1 (TRACY GARDEN FARMS)
<br />R3 M&P 13-7 (JAY TRACT)
<br />R4 M&P 16-77 (TRACT NO. 615, GRANT LINE PARK UNIT 1)
<br />R5 M&P 19-73 (TRACT NO. 955, BROADMOOR ESTATES)
<br />R6 RS 34-30
<br />R7 RS 39-34
<br />• % ,IM W
<br />-- - INTERSECTION OF FENCE --
<br />CORNER OF WOOD FENCE AND PROPERTY LINE AT ---
<br />4.7' N'LY AND 0.7' W'LY 368' E'LY OF FENCE
<br />CORNER
<br />SET 1Y4" X 30" IRON PIPE END OF FENCE
<br />WITH LEAD PLUG AND TAG 0.2' S'LY AT 1.2' W'LY F
<br />STAMPED "PLS 6167" OF PROP CORNER.
<br />0.5' BELOW SURFACE.
<br />NOT TO SCALE ;
<br />WOOD FENCE
<br />0.6' W'LY AT 93' S'LY
<br />OF FENCE CORNER DETAIL D (FROM SHEET 2)
<br />------------------------------------------------------------------------------------------------------------------------
<br />NOTES: 2008
<br />1. COT GCN STATIONS 2008 AND 1
<br />2076 FOUND AS DESCRIBED 2008
<br />ON R1, IN GOOD CONDITION. I STATION: 2008
<br />2. CCS83 ZONE 3 COMBINED / NORTHING: 2102311.03
<br />FACTOR, AND CONVERGENCE EASTING: 6293975.02
<br />ANGLE FOR TWO COT GCN 206 ELEVATION: 23.78
<br />203 I COMBINED FACTOR: 0.99993313
<br />STATIONS WERE CALCULATED / . KAVANAGH AVENUE
<br />A '` -,- • I CONVERGENCE ANGLE: -00'34'01.14"
<br />FROM THE NORTHING, FASTING, � �' � '"'" -
<br />AND ELEVATION GIVEN IN R1 // �
<br />USING STAR*NET V12 /'� f ' / .' ds STATION: 2076
<br />SOFTWARE. SEE SURVEYOR'S I NORTHING: 2098466.54
<br />EASTING: 6291434.08
<br />NOTES. / .' , ` f I I ELEVATION: 29.27
<br />COMBINED FACTOR: 0.99993284
<br />�' 1 � CONVERGENCE ANGLE: -00'34'20.22"
<br />EL PESCADERO I o
<br />/ PARK10 FOUND MON: 202
<br />A / 40.f �' t 113 NORTHING: 2098407.82
<br />FASTING: 6294026.80
<br />0^/ ?-C'7 A 1 M ELEVATION: 29.96
<br />toCOMBINED FACTOR: 0.99993281
<br />p Aj /0 .:'rte"z,f 10 CONVERGENCE ANGLE: -00'34'00.45"
<br />A
<br />s� / I Z FOUND MON: 208
<br />?^/ Q�--"----- -- O) 1 NORTHING: 2098426.78
<br />/ 0 = x I FASTING: 6291380.49
<br />/ f*2076 I 29.41
<br />COMBI COMBINEDELEVATION:
<br />FACTOR: 0.99993283
<br />N53'25'38"E 66.72(M) 'J CONVERGENCE ANGLE: -00'34'20.62"
<br />1----- 2076 (S53'24'36"W 66.72)R7
<br />"
<br />• �� - - - GRANT LINE ROAD
<br />208 N89 -35-22"W 2646.38(M) - •
<br />202
<br />O.
<br />TIES TO THE CITY OF TRACY GEODETIC CONTROL NETWORK ,
<br />ABBREVIATIONS
<br />CF
<br />CALCULATED FROM
<br />cm
<br />CENTIMETERS
<br />CR
<br />CORNER RECORD
<br />CSRC
<br />CALIFORNIA SPATIAL REFERENCE CENTER
<br />CSRS
<br />CALIFORNIA SPATIAL REFERENCE SYSTEM
<br />COT
<br />CITY OF TRACY
<br />GCN
<br />GEODETIC CONTROL NETWORK
<br />IP
<br />IRON PIPE
<br />(M)
<br />MEASURED
<br />M&P
<br />MAPS AND PLATS
<br />OR
<br />OFFICIAL RECORDS
<br />PM
<br />PARCEL MP
<br />ROW
<br />RIGHT OF WAY
<br />RS
<br />RECORD OF SURVEY
<br />USSF
<br />UNITED STATES SURVEY FEET
<br />LEGEND
<br />VICINITY MAP
<br />® COT GCN STATION
<br />O FOUND MONUMENT AS NOTED
<br />O SET MONUMENT AS NOTED, "PLS 6167"
<br />9 ESTABLISHED POSITION. NOTHING FOUND OR SET.
<br />102 MONUMENT OR STATION REFERENCE NUMBER.
<br />SEE MONUMENT DESCRIPTIONS ON SHEET 2.
<br />SEE CONTROL DESCRIPTIONS ON SHEET 4.
<br />3B ESTABLISHMENT NOTES, VARIOUS
<br />SHEETS
<br />_ . _ . _ LINE NOT SURVEYED. SHOWN FOR
<br />INFORMATIONAL PURPOSES ONLY.
<br />COUNTY SURVEYOR'S STATEMENT SURVEYOR'S STATEMENT
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME
<br />SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' t� OR UNDER MY DIRECTION IN CONFORMANCE WITH THE ` LAND
<br />ACT THIS 210 DAY OF j,�U ►�lE_2024 - � � 9,P� ACT AT THE TREQUESTS OFEOFRTOHE FESSIOCI �OFITRACY ND SURVEYORS'
<br />APRIL �O SGS
<br />�J� 0 2024. �<v
<br />fa4A� * LICENSE # o
<br />No. 8657 f a JUSTIN P. HEIGHT �
<br />)AWMES&A.HART, PLS 8657 �'� �N0. 6167
<br />OUNTY SURVEYOR
<br />JUSTIN P. HEIGHT DATE 9 ��
<br />D.D. SHEET N0. 536 PLS 6167 OF CAO -
<br />SCALE: 1"=300'
<br />Doc U: 2024-055949
<br />07/08/2024 10:00:48 AM
<br />Page: 1 of 2 Fee: $23.00
<br />Steve J. Bestolarides
<br />San Joaquin County Recorders
<br />Paid By: SHOWN ON DOCUMENT
<br />11jillms l��EII1111111��'��'���'ll II
<br />41 - 2 fo
<br />0220-001375 RS kmap,dwg
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