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N74'48'26'E(R) <br />8.00 / r8.78' <br />X06 <br />"AY , / PARCEL C <br />GF <br />DETAIL E <br />NOT TO SCALE <br />L2 / / (SEE SHEET 10) <br />DRIVE AISLE 2 <br />rn <br />PARCEL B <br />i� <br />L1/ L=149.28'(Ti - - - T C3 <br />/ <br />r-9.36' 4100 r L=45.38 c v, <br />C1TY Jr (5) <br />AINT 10r!-1 <br />N37'02'21"E(R) <br />s• � <br />AG 3� <br />9.76'(PUE) <br />2659-00 <br />R-142.00 J , <br />N55'19'40"E(R) 4 51'55" L=12.06 <br />i G <br />� G <br />J <br />D, 6= <br />\ DETAIL F <br />\ NOT TO SCALE <br />\\\ (SEE SHEET 10) <br />G1, l <br />\ N06'59'26"E(R) <br />eve \ \ <br />PARCEL B <br />�r C5 N79'04'37"E(R) <br />N89'36'18"W(R) <br />6.63' < $. <br />,���-��` 6o ° DETAIL G <br />�- NOT TO SCALE <br />(SEE SHEET 10) <br />N37'01'49"E(R) <br />AG <br />PARCEL C <br />ygNo C�S�� jj� <br />aFoc� ' C <br />TQM <br />DFTATT, N <br />NUI IU JI;ALt <br />(SEE SHEET 8) <br />LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />L1 <br />N81'51'15"W <br />2.92' <br />L2 <br />N81'57'48"W <br />7.74' <br />L3 <br />NO2'25'06"E <br />66.07' <br />L4 <br />N53'18'36"E <br />12.91' <br />L5 <br />N07'44'06"E <br />46.00' <br />L6 <br />N38'45'29"E <br />4.33' <br />L7 <br />N51'14'31 "W <br />16.24' <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />C1 <br />129.00' <br />4'56'39" <br />11.13' <br />C2 <br />5.00' <br />92'01'04" <br />8.03' <br />C3 <br />147.00' <br />40'29'47" <br />103.90' <br />C4 <br />25.00' <br />35'44'56" <br />15.60' <br />C5 <br />20.00' <br />46'54'39" <br />16.37' <br />C6 <br />478.00' <br />1'55'04" <br />16.00' <br />C7 <br />25.00 <br />36'20'15" <br />15.86' <br />N?o�,�¢; <br />F1 <br />PARCEL C <br />SUBDIVISION 9427 <br />WILDFLOWER STATION <br />CONSISTING OF 11 SHEETS <br />BEING A SUBDIVISION OF A PORTION OF PARCEL B OF <br />SUBDIVISION 5653, FILED IN BOOK 249 OF MAPS, AT PAGE 26 <br />CONTRA COSTA COUNTY RECORDS <br />CITY OF ANTIOCH, CONTRA COSTA COUNTY, CALIFORNIA <br />Carlson, Barbee & Gibson, Inc. <br />CIVIL ENGINEERS • SURVEYORS • PLANNERS <br />SAN RAMON • WEST SACRAMENTO <br />JANUARY 2019 <br />BASIS OF BEARINGS: <br />THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND <br />MONUMENTS IN LOTUS COURT, THE BEARING BEING N76'37'28"E PER <br />SUBDIVISION 6068 (301 M 8). <br />(R) LEGEND <br />(LL) <br />(T) <br />(R) <br />(LL) <br />(M -M) <br />(M -PL) <br />O <br />• <br />(PUE) O <br />EVAE <br />PUE <br />REFERENCES: <br />SUBDIVISION BOUNDARY LINE <br />RIGHT OF WAY LINE <br />LOT LINE <br />ADJOINER LINE <br />EASEMENT LINE <br />MONUMENT LINE <br />TIE LINE <br />TOTAL <br />RADIAL <br />LOT LINE <br />MONUMENT TO MONUMENT <br />MONUMENT TO PROPERTY LINE <br />FOUND STANDARD STREET MONUMENT <br />FOUND IRON PIPE OR REBAR, AS NOTED <br />SET STANDARD STREET MONUMENT <br />EMERGENCY VEHICLE ACCESS EASEMENT <br />PUBLIC UTILITY EASEMENT <br />(#) INDICATES REFERENCE NUMBER <br />(1) SUBDIVISION 5653 (249 M 26) <br />(2) SUBDIVISION 6068 (301 M 8) <br />(3) SUBDIVISION 7222 (343 M 13) <br />(4) RECORD OF SURVEY (92 LSM 3) <br />(5) DEED (2000-100734) <br />(6) PARCEL MAP (173 PM 27) <br />1. THIS SHEET SHOWS DIMENSIONS OF EASEMENT AREAS THAT ARE <br />DESIGNATED EXCLUSIVELY AS PUE THAT AFFECT PARCELS B AND C. <br />SHEET 11 OF 11 <br />