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REFERENCES: (2) SUNFLOWER BASIS OF BEARINGS: <br />DRIVE <br />(lil) <br />(3) <br />(5) <br />(6) <br />INDICATES REFERENCE NUMBER N2 �� [,M -M) 25g"W L11 THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND <br />SUBDIVISION 5653 (249 M 26) I �� iM-M� — (1)(2) MONUMENTS IN LOTUS COURT, THE BEARING BEING N76'37'28"E PER <br />SUBDIVISION 6068 (301 M 8) A (2) F-+ (1)(2) SUBDIVISION 6068 (301 M 8). <br />N38'35'19"W oar , <br />SUBDIVISION 7222 (343 M 13) 69.00'(M -M) oz <br />5g5 l��ll`i I S 1 <br />RECORD OF SURVEY (92 LSM 3) p in <br />N (1)(2)(3) ,ter <br />DEED (2000-100734) <br />PARCEL MAP (173 PM 27) ,56"W 2 (2) <br />(2) " (2) N255a M -Ml () ►—� M t, so �9 <br />_N13'22 32 W 189 44 ( ,...1 I � �, S. bS' <br />108.13'(M -M) I z <br />N SJDD1V15101\1 60 68 (2) (1)(3)(4) <br />p .6W / <br />FOUND 3/4" PARC r L C FOUND 3/4" IRON <br />co �' IRON PIPE, OPEN (692.94')(1)(2) PIPE, OPEN 2 / <br />I <br />DISTURBED N13'43'7"W 62.63' —--- PARCEL — <br />p`o 2 ' it = \ <br />Z <br />358 () 0.46' 100' TOWER LINE '3 f '3 � �1 <br />N13'22'32"W EASEMENT IN FAVOR \ t <br />r 9 (2) OF PG&E PER ACCESS EASEMENT IN <br />5 OR 333 <br />J 0.32 FAVOR OF MEADOW i� y <br />(2) N13'22'32"W CREEK GROUP, LLC <br />(2) PER 2018-141395 <br />,j JJ 0.38' FOUND 5/8" REBAR 100' TOWER LINE <br />N1 3'22'32"W NO REFERENCE <br />EASEMENT IN FAVOR <br />r • (2) OF PG&E PER <br />36 1 7 OR 349 <br />^, <br />� h <br />3 PARCEL 83 <br />SUBDIVISION AREA <br />23.03 AC+ <br />�e INGRESS, EGRESS AND <br />PARCEL <br />��\1 R r E I 3(1) <br />„ DRIVEWAY EASEMENT 1 <br />2J __ _ _ PER 99-25529 WATERLINE EASEMENT (P 0k r101\1) <br />-- <br />05 <br />i <br />i <br />io <br />� J <br />L12 <br />FOUND BRASS <br />DISK IN WELL, <br />RCE 13247(4)(6) <br />FOUND BRASS <br />Z <br />ILLEGIBLE (4) <br />FOUND BRASS <br />DISK IN WELL, <br />ILLEGIBLE (1)(4) <br />J <br />i <br />IN FAVOR OF U.S.A. WATERLINE EASEMENT IN FAVOR <br />PER 2135 OR 114 OF CROWN- ZELLERBACH <br />CORPORATION PER 2579 OR 222 <br />WATERLINE EASEMENT <br />SEE DETAIL A _ _ IN FAVOR OF U.S.A. <br />THIS SHEET _ , _ _ _ _ — _ PER 2574 OR 137 9a1°�l�l <br />zo <br />WATERLINE EASEMENT IN FAVOR <br />o 2� 6jq OF CROWN -ZELLERBACH <br />BSB, CORPORATION PER 2574 OR 428 <br />(4) <br />4 VL \ R=670.05' A=59'28'57" L=695.62 <br />� f�1 <br />(A=4'02'46", L=51.55')(1) (4) "0. .�h�°`� V <br />9 <br />(0=4'45'37", L=64.14')(5) �NSA�� <br />NOTES. �B¢AF?�S <br />(A=8417'42", L=29.42)(5) �S• 2 <br />(0=28'52'09", L=338.98')(6) 1 CONDITIONS IN DN. 2011-. SUMCT TO THE TERMS0241712. <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />C1 <br />420.00' <br />28'29'13" <br />208.82' <br />C2 <br />730.05' <br />4'02'57" <br />51.59' <br />C3 <br />772.00' <br />4'08'44" <br />55.86' <br />C4 <br />20.00' <br />80'00'59" <br />27.93' <br />C5 <br />772.00' <br />28'51'09" <br />388.76' <br />2659-00 <br />(4) <br />BOUNDARY <br />LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />L1 <br />N14'50'28"E <br />15.56' <br />L2 <br />N82'15'54"W <br />41.64' <br />L3 <br />N 12'48'01 "E <br />6.79' <br />L4 <br />N82'15'54"W <br />83.82' <br />L5 <br />N07'44'06"E <br />46.00' <br />(N83'07'36"W)(4) <br />(N82'15'12"W)(5) <br />(S07'44'48"W)(5) <br />LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />L6 <br />N69'15'00"W <br />71.84' <br />L7 <br />N43'19'41"E <br />84.59' <br />L8 <br />N14'50'28"E <br />136.01' <br />L9 <br />N46'40'19"W <br />110.41' <br />L10 <br />N6948'08"E <br />64.00' <br />L11 <br />N13'51'11 "E <br />17.45' <br />L12 <br />NO3'41'S5"W <br />402.14' <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 />SCALE: I"= 100' JANUARY 2019 <br />100' 0' 50' 100' 200' 400' <br />GRAPHIC SCALE <br />PAR(Cr I S(6) <br />li'01"6 N81'20'43"W(R) C� <br />(S81'18'31"E){6) O(N82'12'25"W)(4) <br />CS <br />N81'14'56"W(R) <br />(N82'06'38"W)(4; <br />(N81'14'09"W)(1) <br />/ <br />POLE LINE EASEMENT IN <br />/ FAVOR OF PG&E (NO <br />WIDTH) PER 1716 OR 279 <br />N72'16'53"W(R) <br />L3 <br />N7711'59"W <br />NOT _ � � 12 � 64.00'(M -PL) <br />(N78'03'41"W)(4) <br />12')(4) <br />FOUND BRASS DISK <br />IN WELL, ILLEGIBLE DETAIL A <br />(4)(6) SCALE: 1"=50' <br />LEGEND <br />(M-M)(N43'20'15"E)(3) <br />(M -M) <br />(M-M)(N46'39'45"E)(3) <br />(R)(N68'56'26"E)(4) <br />(N04'33'37"W)(4) <br />(NO3'40'43"W)(6) <br />(T) <br />(R) <br />(LL) <br />(M -M) <br />(M -PL) <br />O <br />• <br />O <br />EVAE <br />PUE <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 />SHEET 3 OF 11 <br />-gy- ;,*Av r s7, <br />