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BASIS OF BEARINGS
<br />BEARINGS ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM 83, ZONE 3 (1991.35).
<br />A LINE BETWEEN CITY OF MANTECA MONUMENTS NO. 208 AND NO. 219 BEARS
<br />NORTH 89051'05" EAST AS CALCULATED FROM CITY OF MANTECA CONTROL MONUMENT
<br />SURVEY FILED IN BOOK 33 OF SURVEYS, AT PAGE 133, SAN JOAQUIN COUNTY RECORDS.
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<br />1600.61'(R2)(R4)17
<br />3738.30'(M)(R14) 373889'(R2)(R4)
<br />• S890
<br />40I 46II W 5339.77I (M)(R14) 5339.50'(R2) 5339.5'(R4)
<br />- COUNTY OF SAN JOAQUIN
<br />NOTES:
<br />1. SEE SHEET 2 FOR NOTES AND APN 241-230-04
<br />MONUMENT DESCRIPTIONS.
<br />LEGEND: p �d
<br />• - FOUND AND ACCEPTED MONUMENT AS NOTED. ,
<br />- FOUND AND ACCEPTED MONUMENT IN MONUMENT WELL AS NOTED.
<br />o- SET 3/4" x 30" LONG IRON PIPE TAGGED L.S. 8225.
<br />S.J.C.R. SAN JOAQUIN COUNTY RECORDS IL
<br />RS RECORD OF SURVEY
<br />PM PARCEL MAP
<br />M&P MAPS AND PLATS
<br />(M) MEASURED ON THIS SURVEY
<br />42 MONUMENT DESCRIPTION REFERENCE Doc H: 2015-148659
<br />12/16/2015 02:22:02 PM
<br />- PARCEL BOUNDARY PER ASSESSORS MAP Paye: 1 of 2 Fee: $12.00
<br />Steve J. Bestolarides
<br />San Joaquin County Recorders
<br />Paid By: VVN CONSULTING u
<br />SURVEYED PARCEL BOUNDARY Il�y�'piy}IP�i��,����,��i}Pli��iL��� II
<br />SECTION OR 1/4 SECTION LINE `I' EI I('� +'I Li i
<br />APN 241-260-04
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<br />>- R5 BEING A SURVEY OF PORTIONS OF SECTIONS 11, 12,
<br />L N1° 29 51 E 2664.13 (M)(R2)
<br />Z W 2664.12'(R1) 2664.06'(R5)(R15) WOODWARD AVENUE 13, AND 14, TOWNSHIP 2 SOUTH, RANGE 6 EAST,
<br />E Q - N89051'05"E (BASIS OF BEARINGS) 5360.47'(M)(R14) -- MOUNT DIABLO BASE AND MERIDIAN
<br />� O2 CITY OF MANTECA
<br />2709.43'(M)(R14) 2709.6'(R7) 2709.25'(R10) 2651.04'(M)(R14) 2651.2 (R7) 2651.17 (R10) ,
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />AUGUST, 2015
<br />APN 241-320-20
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<br />APN 241-320-60
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<br />APN 241-330-32/33
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<br />REFERENCES:
<br />g
<br />(R1)
<br />RECORD
<br />OF SURVEY, BOOK 33, PAGE 133,
<br />S.J.C.R.
<br />(R2)
<br />RECORD
<br />OF SURVEY, BOOK 37, PAGE, 150,
<br />S.J.C.R.
<br />(R3)
<br />PARCEL
<br />MAP, BOOK 9, PAGE 148, S.J.C.R.
<br />(R4)
<br />PARCEL
<br />MAP, BOOK 10, PAGE 7, S.J.C.R.
<br />(R5)
<br />PARCEL
<br />MAP, BOOK 23, PAGE 99, S.J.C.R.
<br />of
<br />l
<br />(R6)
<br />RECORD
<br />OF SURVEY, BOOK 6, PAGE 127, S.J.C.R.
<br />(R7)
<br />RECORD
<br />OF SURVEY, BOOK 20, PAGE 36,
<br />S.J.C.R.
<br />(R8)
<br />RECORD
<br />OF SURVEY, BOOK 25, PAGE 106,
<br />S.J.C.R.
<br />(R9)
<br />RECORD
<br />OF SURVEY, BOOK 36, PAGE 199,
<br />S.J.C.R.
<br />(R10)
<br />"BELLA
<br />VISTA, UNIT NO. 1" MAPS AND PLATS,
<br />BOOK 35,
<br />PAGE 11, S.J.C.R.
<br />(R11)
<br />PARCEL
<br />MAP, BOOK 25, PAGE 124, S.J.C.R.
<br />(R12)
<br />CORNER
<br />RECORD, CR 12-373, S.J.C.R.
<br />(R13)
<br />RECORD
<br />OF SURVEY, BOOK 36, PAGE 183,
<br />S.J.C.R.
<br />(R14)
<br />RECORD
<br />OF SURVEY, BOOK 38, PAGE 127,
<br />S.J.C.R.
<br />(R15)
<br />"DUTRA
<br />ESTATES UNIT NO. 1", MAPS AND
<br />PLATS,
<br />BOOK 40,
<br />PAGE 72, S.J.C.R.
<br />N89035'02"E 2649.32'(M)(R14)
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<br />SURVEYOR'S STATEMENT:
<br />THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
<br />DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL
<br />LAND SURVEYORS' ACT AT THE REQUEST OF MARTIN HARRIS IN AUGUST, 2015.
<br />DATED THIS 2 DAY OF 05'L70AA.&r--,rZ , 20 iS .
<br />L.S. 8225
<br />S�Q IAND SUS
<br />��� �yPN V A�cF GFS
<br />No. 8225
<br />��qTF OF CAS\F���\P
<br />COUNTY SURVEYOR'S STATEMENT:
<br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
<br />PROFESSIONAL LAND SURVEYORS' ACT THIS 16 Til DAY
<br />OF DECEMBER 20 15
<br />WARREN D. SMITH, PLS 4842
<br />ACTING COUNTY SURVEYOR
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<br />COUNTY RECORDER'S STATEMENT: //
<br />FILED THIS � DAY OF �, 6C 1446 20 AT
<br />M. IN BOOK 39 OF SURVEYS, AT PAGE
<br />SAN JOAQUIN COUNTY RECORDS, AT THE REQUEST OF WH CONSULTING
<br />ENGINEERS.
<br />•;Y�--�t�/�!tyGAti'G BY��
<br />STEVE J. BESTOLARIDES A5 ANT/DEPUTY RECORDER
<br />]3 ASSESSOR -RECORDER -COUNTY CLERK
<br />S89°59'04"W 2627.51'(M)(R14) 2627.50'(R2) S89 4240 E X660.11 (M)(R14) 2660.08(R2) 2J 24 2627.80'(R3) 2627.46'(R4) 2627.8'(R6) 2627.55'(R9) 2660.40'(R3) 2660.4'(R6) 2660.06'(R9) 24 15 I g
<br />SHEET 1 OF 2
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