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LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />L1 <br />N13'44'55"W <br />0.77' <br />L2 <br />N13'44'55"W <br />131.00' <br />L3 <br />N10'58'27"W <br />100.00' <br />L4 <br />N84'53'42"E <br />4.00' <br />L5 <br />N83'58'25"E <br />4.00' <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />C1 <br />235.00' <br />29'45'22" <br />122.05' <br />C2 <br />271.00' <br />64'30'57" <br />305.15' <br />C3 <br />271.00' <br />0'25'18" <br />1.99' <br />C4 <br />969.00' <br />0'51'10" <br />14.43' <br />C5 <br />960.00' <br />017'49" <br />4.97' <br />C6 <br />960.00' <br />0'37'28" <br />10.46' <br />(T) <br />(T) <br />PARCEL C <br />301 M 3 <br />(692.94')(1)(2) <br />N13'43'17"W 692.63'(T) <br />- - - 614.88'(LL) <br />N13'44'55"W 241.65'(T') 6 50' - - - - _ _ - 4 PARCEL A <br />R=1005.00' <br />N13'44'55"W 241.65'(M-M)� - - w d=14'43'24" - - _ _ 1.72 ACt <br />o i tea- - - LILY L=258.26' LL - - _ <br />Lq <br />CpUR, <br />N06 23'13" 255.88'(M - <br />F --4 z2- <br />C14- _ <br />"M) - - - <br />W N13'44 55 W 176.07'(T) i - - 6.50'�.� N0058, " <br />- - _43.00'- - - �--Ll <br />_A=2'45'32" -'00' R=969.00' d=14'43'24" PARCEL D 29 f <br />COO - -- -d=2'46. - - .d=2'49'16" - L=249.01' '� NO <br />L=46.66 L=46.79 (EVAE, PUE) o, 05829" <br />W L=47.71' - d=2'43'12" 0.85 ACf N �, f 74.13,(M`M C] <br />i7 a� <br />V1 g o o L5 L=46.00' - _ .Q= ! i o <br />/ ^ "' ^ o _/ w L4 24g'14"_ L3 <br />1 0 16 1 S w 14 °° C6 � C5 L`47.42' C4` ` 3p g6N0058,29 f 7 N ' 6.50' <br />3,161 SFt o � - _ 4.13' <br />LO 3,477 SFt M 3,578 SFt ``' <br />co P d ^ j 4317= C <br />z Z M 3,823 SFt C 12 a 1 2 <br />Z 00 oo 3,764 SFtLO <br />C3 - <br />z W o 3 <br />L2 43.11' 43.82' ,`^� 3,870 SFt .� 1 3 <br />N09'42'42"W 86.93'a h 3,614 SFt 9 <br />43.23' � � � <br />43.69' z 2 oA, 3,414 SFt S <br />N0 <br />2157'080W 08 41.95' <br />172.13' <br />43.26' 2 <br />SUBDIVISION 9427 <br />WILDFLOWER STATION <br />CONSISTING OF II 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 />SCALE: V = 30' JANUARY 2019 <br />30' 0' 15' 30' 60' 120' <br />GRAPHIC SCALE <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 />LEGEND <br />REFERENCES: <br />N0912'19"W 44.83' <br />45.82' (#) INDICATES REFERENCE NUMBER <br />PA(` E I NO3 05'25" (1) SUBDIVISION 5653 (249 M 26) <br />W 97.56(T) (2) SUBDIVISION 6068 (301 M 8) <br />(3) SUBDIVISION 7222 (343 M 13) <br />(4) RECORD OF SEE SHEET 8 (5) DEED (2 00 SUROVE 4)(92 LSM 3) <br />(6) PARCEL MAP (173 PM 27) <br />SHEET 6 OF 11 <br />'* J54D vo� Zc <br />SUBDIVISION BOUNDARY LINE <br />RIGHT OF WAY LINE <br />LOT LINE <br />ADJOINER LINE <br />- - - - - - - - - <br />- EASEMENT LINE <br />- - <br />MONUMENT LINE <br />-------------------- <br />TIE LINE <br />() <br />TOTAL <br />(R) <br />RADIAL <br />(LL) <br />LOT LINE <br />(M -M) <br />MONUMENT TO MONUMENT <br />(M -PL) <br />MONUMENT TO PROPERTY LINE <br />O <br />FOUND STANDARD STREET MONUMENT <br />• <br />FOUND IRON PIPE OR REBAR, AS NOTED <br />O <br />SET STANDARD STREET MONUMENT <br />EVAE <br />EMERGENCY VEHICLE ACCESS EASEMENT <br />PUE <br />PUBLIC UTILITY EASEMENT <br />w <br />COD <br />w <br />REFERENCES: <br />N0912'19"W 44.83' <br />45.82' (#) INDICATES REFERENCE NUMBER <br />PA(` E I NO3 05'25" (1) SUBDIVISION 5653 (249 M 26) <br />W 97.56(T) (2) SUBDIVISION 6068 (301 M 8) <br />(3) SUBDIVISION 7222 (343 M 13) <br />(4) RECORD OF SEE SHEET 8 (5) DEED (2 00 SUROVE 4)(92 LSM 3) <br />(6) PARCEL MAP (173 PM 27) <br />SHEET 6 OF 11 <br />'* J54D vo� Zc <br />