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CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />C1 <br />151.50' <br />5614'21 <br />148.71' <br />C2 <br />20.00' <br />1'26'56" <br />0.51' <br />C3 <br />113.00' <br />70'59'45" <br />140.02' <br />C4 <br />87.00' <br />70'59'45" <br />107.80' <br />C5 <br />5.00' <br />90'00'00" <br />7.85' <br />C6 <br />1064.00' <br />2'42'13" <br />50.20' <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />C7 <br />1064.00' <br />1'08'38" <br />21.24' <br />C8 <br />1079.00' <br />1'33'35" <br />29.37' <br />C9 <br />194.00' <br />27'43'12" <br />93.86' <br />C10 <br />200.50' <br />22'58'38" <br />80.41' <br />C11 <br />194.00' <br />444'34" <br />16.06' <br />C12 <br />181.00' <br />3627'20" <br />115.16' <br />�Q) 353 <br />�o <br />-Z� CZ) 359 <br />360 <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />C13 <br />5.00' <br />91'32'34" <br />7.99' <br />C14 <br />517.00' <br />5'50'48" <br />52.76' <br />C15 <br />147.00' <br />5811'00" <br />149.28' <br />C16 <br />5.00' <br />9415'15" <br />8.23' <br />C17 <br />469.00' <br />10'55'13" <br />89.39' <br />C18 <br />162.50' <br />31'43'05" <br />89.96' <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />C19 <br />169.00' <br />31'04'18" <br />91.65' <br />C20 <br />5.00' <br />110'35'58" <br />9.65' <br />C21 <br />3.00' <br />7915'59" <br />4.15' <br />C22 <br />172.50' <br />4'44'11" <br />14.26' <br />C23 <br />20.00' <br />1514'42" <br />5.32' <br />SEE SHEET 7 SEE SHEET 6 <br />LILY COURT <br />2'1 19 18 17 16 15 14 r <br />20 1 1 1C) �- <br />LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />L1 <br />N8212'04"W <br />4.16' <br />L2 <br />N8212'04"W <br />5.32' <br />L3 <br />N1112'19"W <br />40.00' <br />L4 <br />N78'47'41"E <br />13.00' <br />L5 <br />N13'54'51 "W <br />67.65' <br />L6 <br />N13*54'51"W <br />38.60' <br />StiEE SHEET <br />T 5 <br />FARrrI D <br />J <br />LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />L7 <br />N41 *38'03"W <br />104.28' <br />L8 <br />N6610'39"W <br />3.04' <br />L9 <br />N36*13'17"E <br />14.90' <br />L10 <br />N37'26'44"E <br />12.94' <br />L11 <br />N79'53'38"E <br />6.50' <br />SAN RAMON • WEST SACRAMENTO <br />N69'02'04"W <br />12.04' <br />EL12 <br />L13 <br />N82'12'04"W <br />7.83' <br />e <br />�� �- <br />Pr J PARCEL B �, C71` <br />361 ma' r r - 7.16 ACta wW a ,,, w SEE DETAIL F / <br />SEE SHEET 8 FOR PARCEL DIMENSIONS ' Z)``' ui <br />' ``' SHEET 11 <br />V) <br />L3 Ad -id <br />h 13.17' CL Ln U) <br />3 SEE DETAIL C _ -- -------- <br />PARCEL B °` THIS SHEET sS � -� + J L4 DRIVE AISLE 2 Ls G 1-1 <br />�� <br />N N38'O8'29"E(R) /� i - F / <br />309 M c3 i �-�--------� C6 L5�-- _ �% <br />�:22.56' <br />10CCj <br />SEE DETAIL G <br />w 21.83 49.74 C10.00' a SHEET 11 <br />16.04SEE DETAIL DD j 17.91' i , THIS SHEET <br />C7 15.5' PUE <br />i \ <br />PARCEL 5 ;%�i� \�Q C18 L11 ��------------- ' <br />973 PM 37 / <br />SEE DETAIL E ---�- -f- DRIVE AISLE1 C12J <br />cn / <br />I � �' � �_ � - - � � �+ gr � <br />SHEET 11 '� �; cn a �^ (-' <br />�y� 4 N67'43'13"W(R) <br />cr <br />W PARCEL C N,' <br />0.50' <br />'/ c2 <br />PARCEL B ' <br />/�0a Np974 <br />34 S?, /C, � <br />5 EJ ( <br />Cl R=19.50' VAE v o & (C` / // N73'07 28") <br />PUE W R <br />26.52' / 500, <br />N85'37'10"W(R) (EVAE & PUE) <br />DRIVE AISLE I <br />/ <br />1 N68'23'17"W(R) <br />PARCEL C I <br />C)�o PUE <br />o / � <br />DETAIL C <br />NOT TO SCALE <br />\ C20 ' <br />N48'26'06"W(R) <br />2659-00 <br />SEE SHEET 8 <br />\�s N66'29'13"W(R) (R=20.00') <br />N52'17'46"W 5.16' N66'29'20"W(R) (R=147.00') <br />N35'11'54"E(R) N5114'31"W(R) PARCEL B <br />NOT PART OF <br />PUE/EVAE to <br />/CbV <br />�,C16_- <br />PARCEL C <br />DRIVE AISLE I <br />'s <br />>� <br />EVAE-/ <br />& PUE <br />N3311'29"E(R) , 5p i "4 <br />DETAIL D <br />NOT TO SCALE <br />/ <br />N25-29'16-E(R) <br />C21� <br />L9 <br />SCALE: 1" = 100' JANUARY 2019 <br />100' 0' 50' 100' 200' 400' <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 />-------------------- <br />(T) <br />(R) <br />(LL) <br />(M -M) <br />N37'28'53"E(R) (M -PL) <br />O <br />• <br />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 />NOTE: <br />1. THIS SHEET SHOWS DIMENSIONS OF EASEMENT AREAS THAT ARE <br />DESIGNATED EXCLUSIVELY AS PUE THAT AFFECT PARCELS B AND C. <br />SHEET 10 OF 11 <br />FA ,, W, f <br />SUBDIVISION 9427 <br />WILDFLOWER STATION <br />(R) <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 />(R) <br />CONTRA COSTA COUNTY RECORDS <br />(R) <br />CITY OF ANTIOCH, CONTRA COSTA COUNTY, CALIFORNIA <br />(R) <br />Carlson, Barbee & Gibson, Inc. <br />CIVIL ENGINEERS • SURVEYORS • PLANNERS <br />SAN RAMON • WEST SACRAMENTO <br />SCALE: 1" = 100' JANUARY 2019 <br />100' 0' 50' 100' 200' 400' <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 />-------------------- <br />(T) <br />(R) <br />(LL) <br />(M -M) <br />N37'28'53"E(R) (M -PL) <br />O <br />• <br />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 />NOTE: <br />1. THIS SHEET SHOWS DIMENSIONS OF EASEMENT AREAS THAT ARE <br />DESIGNATED EXCLUSIVELY AS PUE THAT AFFECT PARCELS B AND C. <br />SHEET 10 OF 11 <br />FA ,, W, f <br />