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LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />L1 <br />N09'42'42"W <br />86.93' <br />L2 <br />N 13'44' 55"W <br />1.30' <br />L3 <br />N52'58'16"W <br />5.15' <br />L4 <br />N41'44'20"W <br />23.94' <br />L5 <br />N54'19'16"E <br />19.87' <br />(T) <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />C1 <br />23.00' <br />74'39'02" <br />29.97' <br />C2 <br />41.00' <br />49'33'11" <br />35.46' <br />C3 <br />41.00' <br />47'29'13" <br />33.98' <br />C4 <br />41.00' <br />45'33'20" <br />32.60' <br />C5 <br />41.00' <br />27'55'04" <br />19.98' <br />SUBDIVISION 9427 <br />WILDFLOWER STATION <br />CONSISTING OF 11 SHEETS <br />x 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 />PARCIEL C MONUMENTS IN LOTUS COURT, THE BEARING BEING N76'37'28"E PER <br />30 1 N1 8 SUBDIVISION 6068 (301 M 8). <br />LEGEND <br />FON DISTURBED 314" IRON PIPE PARCEL A SUBDIVISION BOUNDARY LINE <br />OPEN <br />(692.94')(1)(2) 1.72 ACt RIGHT OF WAY UNE <br />N13'43'17"W 692.63'(T) LOT LINE <br />ADJOINER LINE <br />77'75' N48'20'01"E(R) 6155"W(LL) _ — — — — — — — — _ EASEMENT LINE <br />s ----------- ----------- <br />--------_N13'44'55"W 241.65'-- <br />N 22 i- — — _ _ _ — — — — _ �, — — MONUMENT LINE <br />3,643 SFt V�` p`1 6.50 N13'44'55"W 241.65'(M -M) � V -------------------- TIE LINE <br />s Poe i ,;`�`� W , _ PARCEL D LILY COURT <br />J `( ,n o (T) TOTAL <br />N13'43'17"W 81.99' u 4 (EVAE, PUE) <br />FOUND 5 " R AR NO2'46'41"E R o � M 0.85 ACt N13'44'55"W 176.07'(T) (R) RADIAL <br />NO REFERENCE I b Z Nia6'03- <br />p� `o (LL) LOT LINE <br />-- 44.00_-- --43.00 -- --_44.00'.— --- <br />�% � ` — 36 03"ESR (M -M) MONUMENT TO MONUMENT <br />i L2 W <br />Q `^ N 21 `'' '0 45. ppm — ` W (M -PL) MONUMENT TO PROPERTY LINE <br />3,907 SFt o <br />0 0 0 <br />^ ^ LO ^ �% OO FOUND STANDARD STREET MONUMENT <br />�N ��d' N85'44'17"E R ��� w 19 W 18 W 17 W J w • FOUND IRON PIPE OR REBAR, AS NOTED <br />�, 3 N 13'4317 W 82.31 () �, . W <br />359 N °�` " c? ^� 0 3,168 SFt 3,096 SFt 3,168 SFt u 10 o zn OO SET STANDARD STREET MONUMENT <br />N44'42 32 W(R) L3 $1 "' "' "' "' <br />;� h 8$tiCD <br />EVAE EMERGENCY VEHICLE ACCESS EASEMENT <br />(,Q _ h3 hS�p R=45.00' D' PARCEL E z z z Z PUE PUBLIC UTILITY EASEMENT <br />J ti h 20 *�` N89'55'44"W(R) (PUE) <br />6,082 SFt 5�� 0.09 ACf <br />_ �g`L �� 44.00' 43.00' 44.00' <br />FOUND 5 8" R AR N17'28 01 W 115.60 N13'44'55"W 131.00' L1 <br />NO REFERENCE 113.67' <br />60 N21'22'04"W <br />FOUND 8" REBAR REFERENCES: <br />NO REFERENCE <br />(#) INDICATES REFERENCE NUMBER <br />(1) SUBDIVISION 5653 (249 M 26) <br />(2) SUBDIVISION 6068 (301 M 8) <br />C (3) SUBDIVISION 7222 (343 M 13) <br />361 (4) RECORD OF SURVEY (92 LSM 3) <br />1 P,1\r I (5) DEED (2000-100734) <br />(6) PARCEL MAP (173 PM 27) <br />SEE SHEET 8 <br />2659-00 SHEET 7 OF 11 <br />