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358 (2) SEE SHEET 7 <br />5Z8- R AR �� PARCEL r <br />NO REFERENCE <br />359(2 21 <br />360(2) <br />361(2) <br />vc& <br />m <br />ti <br />20 <br />L10 114 <br />,9 <br />L15 � <br />L16 L17 L18 N66'29'13"W(R) <br />PUE - �- <br />PARCEL B _ Ls <br />PUE---_--- 7.16 ACt------------------ N35'11'54"E(R)s <br />511 L12 L13 <br />SEE SHEET 6 <br />- LILY COURT �, <br />-L <br />sr <br />N8910'58"W(R) <br />L2 <br />SEE SHEET 5 <br />l� <br />3 <br />• 3 <br />PARCEL E <br />o ti \mss, 343 M 13 <br />PUE <br />XL <br />N89'45'40"W(R) <br />C4 i PUE <br />C2 <br />100' <br />PARCEL B �3 C9 _ DRIVE AISLE 2 W �h � ¢ FG PUE <br />N38'08'29"E(R) / %- - - - L37 ,oGFF /lJ L� <br />N85'37'10"W(R) / % "-----�--� -�- --- 1 <br />(6) N 49 j N7307 28 W R L -F i N37'01'49"E(R) ��5 �� (3)(4) NOT <br />PAROL 5 C10 N68'23'17"W R Cs PUE PUE PUE / / L4 '\ FOUND <br />_ x(25.12)(4) <br />() C� L8 C6 N89 <01 <br />c^L L5 0� tea' 1 <br />POLE LINE EASEMENT IN <br />FAVOR OF PG&E (NO <br />WIDTH) PER 1716 OR 279 <br />N81'20'43"W R <br />(S8118'31 E)(6) <br />(N8212'25"W)(4) <br />N8114'56'W R C1 <br />N82 -06-38-W)(4) <br />(N8114'09"W)(1) <br />L30 C�2 <br />FOUND BRASS <br />DISK IN WELL, <br />RCE 13247(4)(6) , <br />FOUND BRASS <br />DISK IN WELL, <br />ILLEGIBLE (4) <br />LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />L1 <br />N51 *26'51"E <br />79.69' <br />L2 <br />N46'40'19"W <br />5.82' <br />L3 <br />N46'40'19"W <br />33.63' <br />L4 <br />N5114'31"W <br />16.24' <br />L5 <br />N38'45'29"E <br />4.33' <br />L6 <br />N52'17'46"W <br />5.16' <br />L7 <br />N41'38'03"W <br />90.27' <br />L8 <br />N10'06'22"W <br />105.12' <br />L9 <br />N09'14'52"E <br />31.52' <br />L10 <br />N21 *22'04"W <br />113.67' <br />L11 <br />N17'28'01 "W <br />115.60' <br />L12 <br />N13'44'55"W <br />131.00' <br />L13 <br />N09'42'42"W <br />86.93' <br />L14 <br />N0257'08"W <br />172.13' <br />L15 <br />N0912'19"W <br />44.83' <br />L16 <br />NO3'05'25"W <br />97.56' <br />L17 <br />N10'41'38"W <br />54.22' <br />L18 <br />N25'56'05"W <br />107.27' <br />FL, <br />N37'07'57"W <br />53.15' <br />2659-00 <br />'Co <br />PUE- - _-_'�� _ _ _ ' - - - _ _ R=695.50' A=4209'34 <br />INGRESS, EGRESS AND <br />DRIVEWAY EASEMENT W <br />� a_ - - - - - - - r vE �ISL� �' 10.46' X66 <br />- = = _ <br />PER 99-25529 <br />v 69.58'(LL) - "' ^o <br />SEE DETAIL B <br />'\, <br />THIS SHEET WATERLINE EASEMENT IN <br />FAVOR OF CROWN -ZELLERBACH <br />/ PUE CORPORATION PER 2579 OR 222 <br />SEE DETAIL H WATERLINE EASEMENT IN <br />SHEET 11 PARCEL C U..A. <br />(IVj,• 2574 OR 137 ���` <br />S61 �� J 10.29 ACf � *y1 / �N5 <br />248 9 F S4 �?g WATERLINE EASEMENT IN a4�6`1 tiG <br />\ N1248, SE' 35 �S6) WATERLINE EASEMENT IN FAVOR OF FAVOR OF CROWN-ZELLERBACH <br />�f OAF 159 J((4� �2S U.S.A. PER 2135 OR 114 CORPORATION PER 2574 OR 428 <br />lLC 58. 341.34 (TIE) <br />10 HILLCREST AVENUE <br />FOUND BRASST� (ROADWAY AND UTILITY DEDICATION) <br />DISK IN WELL, L� \ �%� 1.08 ACt N61'46'13"E(R) <br />ILLEGIBLE (1)(4) ,y, R=70 " 0150 ` 4 " o <br />(R) <br />LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />L20 <br />N54'44'29"W <br />54.48' <br />L21 <br />N52'01'51 "W <br />84.68' <br />L22 <br />N74'28'24"W <br />124.54' <br />L23 <br />N12'49'08"E <br />101.76' <br />L24 <br />N20'31'44"E <br />103.18' <br />L25 <br />N12'48'01"E <br />130.08' <br />L26 <br />N82'15'54"W <br />41.64' <br />L27 <br />N07'44'06"E <br />46.00' <br />L28 <br />N821 5'54"W <br />83.82' <br />L29 <br />N12'48'01"E <br />6.79' <br />L30 <br />NO3'41'55"W <br />402.14' <br />L31 <br />N771 1'59"W <br />64.00' <br />L32 <br />N77'11'59"W <br />64.20' <br />L33 <br />N33'07'22"E <br />70.26' <br />L34 <br />N45'02'40"E <br />56.02' <br />L35 <br />N46'40'19"W <br />36.00' <br />L36 <br />N51'14'31 "W <br />31.31' <br />L37 <br />N38'45'29"E <br />46.44' <br />?• ' <br />0.00 A=4102 55 L=5 ! �o <br />q <br />1�6, 8j6S" 2462L-695.62 0�� <br />R=670.05 A=59'28 57 C) <br />� "� PARCEL C <br />C� <br />:124.35')(1) <br />-,86' r*" <br />;LL) (4J <br />C) <br />4 _ Ill <br />(R C' <br />;N83'07'36"W)(4) <br />,S07'44'48"W)(5) <br />(N82'15'12"W)(5) <br />(M-M)(N04-33'37"W)(4) <br />(NO3'40'43"E)(6) <br />(M-PL)(N78'03'41 "W)(4) <br />(TIE) <br />(TIE) <br />(TIE) <br />(TIE) <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />C1 <br />20.00' <br />47'29'21" <br />16.58' <br />C2 <br />20.00' <br />46'54'39" <br />16.37' <br />C3 <br />478.00' <br />6'17'52" <br />52.54' <br />C4 <br />20.00' <br />15'14'42" <br />5.32' <br />C5 <br />462.50' <br />13'10'03" <br />106.29' <br />C6 <br />537.50' <br />10'37'53" <br />99.74' <br />C7 <br />162.50' <br />31'43'05" <br />89.96' <br />C8 <br />172.50' <br />4'44'11" <br />14.26' <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />C9 <br />19.50' <br />85'07'58" <br />28.97' <br />C10 <br />151.50' <br />56'14'21" <br />148.71' <br />C11 <br />400.00' <br />16'42'51" <br />116.69' <br />C12 <br />730.05' <br />4'02'57" <br />51.59' <br />C13 <br />772.00' <br />4'08'44" <br />55.86' <br />C14 <br />20.00' <br />80'00'59" <br />27.93' <br />C15 <br />20.00' <br />84'56'05" <br />29.65' <br />(A=4'02'46", L=51.55')(1) <br />(A=4'45'37", L=64.14')(5) <br />(A=84'17'42", L=29.42')(5) <br />O40 4Y q Sp F <br />"0 <br />129 q% <br />N72'16'53"W(R) <br />DETAIL B <br />NOT TO SCALE <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: V= 100' JANUARY 2019 <br />0' 50' 100' 200' <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 />(#) 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: SEE SHEETS 9-11 FOR DIMENSIONS OF EASEMENTS TO <br />BE DEDICATED ON THIS MAP THAT AFFECT PARCELS B AND C. <br />m <br />SHEET 8 OF 11 <br />By- J5&1 -D '"m 2-1 <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 />(T) <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 />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 />NOTE: SEE SHEETS 9-11 FOR DIMENSIONS OF EASEMENTS TO <br />BE DEDICATED ON THIS MAP THAT AFFECT PARCELS B AND C. <br />m <br />SHEET 8 OF 11 <br />By- J5&1 -D '"m 2-1 <br />