Laserfiche WebLink
LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />L1 <br />N 43'19'41 "E <br />4.00' <br />L2 <br />N46'40'19"W <br />20.62' <br />L3 <br />N46'40'19"W <br />35.49' <br />L4 <br />N46'40'19"W <br />5.82' <br />L5 <br />N46'40'1 9"W <br />20.75' <br />L6 <br />N86'27'30"E <br />10.73' <br />L7 <br />N12'32'10"E <br />3.74' <br />L8 <br />N00'58'29"E <br />74.13' <br />L9 <br />N00'58'29"E <br />74.13' <br />L10 <br />N00'58'29"E <br />74.13' <br />L11 <br />N14'50'28"E <br />15.56' <br />L12 <br />N46'40'19"W <br />36.00' <br />L13 <br />N46'40'19"W <br />71.49' <br />L14 <br />N 43'19' 41 "E <br />18.50' <br />L15 <br />N46'40'19"W <br />110.41' <br />L16 <br />N4319'41"E <br />598.49' <br />L17 <br />N64'37'12"E <br />4.00' <br />L18 <br />N66'24'29"E <br />4.00' <br />L19 <br />N67'04'37"E <br />6.50' <br />L20 <br />N4414'46"E <br />14.50' <br />(R) <br />(LL) <br />(M -PL) <br />(T) <br />(M -M) <br />(T) <br />(1) <br />(M -PL) <br />(M -M) <br />(M -M) <br />(M-M)(N46'39'45"E)(3) <br />(M -M) <br />(R) <br />(R) <br />(R) <br />(R) <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />C1 <br />20.00' <br />48'03'18" <br />16.77' <br />C2 <br />20.00' <br />47'29'21" <br />16.58' <br />C3 <br />166.00' <br />7'30'51" <br />21.77' <br />C4 <br />11.00' <br />39'21'20" <br />7.56' <br />C5 j <br />9.00' <br />32'03'04" j <br />5.03' <br />C6 <br />156.00' <br />2'03'02" <br />5.58' <br />C7 <br />271.00' <br />0'25'18" <br />1.99' <br />C8 <br />128.00' <br />16'52'09" <br />37.69' <br />C9 <br />271.00' <br />1'49'02" <br />8.59' <br />C10 <br />9.00' <br />4514'33" <br />7.11' <br />C11 <br />11.00' <br />4119'03" <br />7.93' <br />C12 <br />280.00' <br />0'47'40" <br />3.88' <br />C13 <br />280.00' <br />211'55" <br />10.74' <br />C14 <br />271.00' <br />8'45'18" <br />41.41' <br />C15 <br />271.00' <br />8'59'04" <br />42.49' <br />C16 <br />235.00' <br />23'53'52" <br />98.02' <br />C17 <br />235.00' <br />5'51'30" <br />24.03' <br />C18 <br />243.00' <br />13'02'51" <br />55.34' <br />C19 <br />243.00' <br />17'47'14" <br />75.43' <br />C20 <br />15.00' <br />82'37'09" <br />21.63' <br />C21 <br />235.00' <br />29'45'22" <br />122.05' <br />2659-00 <br />(PUE) <br />100' TOWER LINE <br />EASEMENT IN FAVOR OF <br />PG&E PER 5 OR 333 <br />PARrr I r <br />301 M 3 <br />(692.94')(1)(2) <br />614.88'(LL) <br />o <br />�t9' <br />. <br />F-4 <br />W N� <br />00tu i <br />COD <br />C7 <br />NO3b5'25" 5 <br />W 97.SE'(T) <br />33-41- <br />301 <br />34301 m a <br />DADPUT T% <br />LILY COURT <br />N25.56, p5 <br />PARrr I o <br />SEE SHEET 8 <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' <br />REFERENCES: <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 />-Bv- <br />120' <br />SHEET 5 OF 11 <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 <br />M 8). <br />\ <br />LEGEND <br />4`1 <br />SUBDIVISION BOUNDARY LINE <br />RIGHT OF WAY LINE <br />LOT LINE <br />V <br />ADJOINER LINE <br />�-�'b <br />---------- <br />EASEMENT LINE <br />3 <br />- - <br />MONUMENT LINE <br />-------------------- <br />TIE LINE <br />(T) <br />TOTAL <br />(R) <br />RADIAL <br />(LL) <br />LOT LIME <br />9'10'58"W(R) <br />(M -M) <br />MONUMENT TO MONUMENT <br />4 <br />(M -PL) <br />MONUMENT TO PROPERTY LINE <br />O <br />FOUND STANDARD STREET MONUMENT <br />Q��- <br />• <br />FOUND IRON PIPE OR REBAR, AS NOTED <br />\ 5 <br />\ <br />O <br />SET STANDARD STREET MONUMENT <br />�\ <br />EVAE <br />EMERGENCY VEHICLE ACCESS EASEMENT <br />\ <br />PUE <br />PUBLIC UTILITY EASEMENT <br />REFERENCES: <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 />-Bv- <br />120' <br />SHEET 5 OF 11 <br />