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Last modified
1/8/2020 12:57:11 PM
Creation date
3/6/2019 5:45:51 PM
Metadata
Fields
Template:
Records - Recorded Maps
Record Type
Subdivision Map
Recorded Maps Book
540
Recorded Maps Page
20
Recorded Maps Last Page
30
Permit
SD18-09427
APN
052 140 002
Date Recorded
2/22/2019
Subdivision Name
WILDFLOWER STATION
Road Vicinity
WILDFLOWER DR AND HILLCREST AVE
City
Antioch
Engineer-Surveyor
CARLSON, BARBEE & GIBSON, INC.
Record Date
4/24/2019
Document Relationships
052pg14
(Assessor Parcel Book)
Path:
\Records\Annotated APB\APB052
Text box
ID:
1
Creator:
Created:
5/7/2019 1:53 PM
Modified:
5/7/2019 1:53 PM
Text:
540 M 28
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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 />169.00' <br />31'04'18" <br />91.65' <br />C3 <br />531.00' <br />10'37'53" <br />98.53' <br />C4 <br />702.00' <br />42'09'34" <br />516.55' <br />C5 <br />469.00' <br />10'55'13" <br />89.39' <br />C6 <br />517.00' <br />5'50'48" <br />52.76' <br />C7 <br />25.00' <br />36'20'15" <br />15.86' <br />C8 <br />25.00' <br />35'44'56" <br />15.60' <br />C9 <br />483.00' <br />617'20" <br />53.02' <br />C10 <br />531.00' <br />9'02'49" <br />83.84' <br />C11 <br />5.00' <br />89'26'49" <br />7.81' <br />C12 <br />513.00' <br />2'32'40" <br />22.78' <br />C13 <br />5.00' <br />90'00'00" <br />7.85' <br />C14 <br />764.00' <br />8'04'13" <br />107.61' <br />C15 <br />5.00' <br />89'37'07" <br />7.82' <br />C16 <br />746.00' <br />9'03'33" <br />117.95' <br />C17 <br />3.00' <br />89'46'14" <br />4.70' <br />C18 <br />766.00' <br />2'04'25" <br />27.72' <br />C19 <br />3.00' <br />89'46'14" <br />4.70' <br />PAROL B <br />309 M 8 <br />PAROL 5 <br />173 PM 27 <br />2659-00 <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />C20 <br />746.00' <br />5'13'04" <br />67.94' <br />C21 <br />5.00' <br />87'33'28" <br />7.64' <br />C22 <br />766.00' <br />4'47'06" <br />63.97' <br />C23 <br />5.00' <br />89'37'07" <br />7.82' <br />C24 <br />746.00' <br />3'32'57" <br />46.21' <br />C25 <br />5.00' <br />89'37'07" <br />7.82' <br />C26 <br />764.00' <br />2'45'54" <br />36.87' <br />C27 <br />5.00' <br />89'37'07" <br />7.82' <br />C28 <br />746.00' <br />3'51'32" <br />50.24' <br />C29 <br />5.00' <br />89'38'17" <br />7.82' <br />C30 <br />467.00' <br />10'37'10" <br />86.56' <br />C31 <br />5.00' <br />90'00'00" <br />7.85' <br />C32 <br />5.00' <br />90'00'00" <br />7.85' <br />C33 <br />233.00' <br />5'27'58" <br />22.23' <br />C34 <br />5.00' <br />88'41'09" <br />7.74' <br />C35 <br />213.00' <br />23'28'45" <br />87.28' <br />C36 <br />125.00' <br />66'46'14" <br />145.67' <br />C37 <br />113.00' <br />70'59'45" <br />140.02' <br />358 <br />359 <br />3 60 F` <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />C38 <br />10.00' <br />90'00'00" <br />15.71' <br />C39 <br />1000.00' <br />2'42'32" <br />47.28' <br />C40 <br />130.00' <br />27'43'12" <br />62.89' <br />C41 <br />5.00' <br />90'00'00" <br />7.85' <br />C42 <br />173.00' <br />27'23'29" <br />82.71' <br />C43 <br />5.00' <br />8823'25" <br />7.71' <br />C44 <br />181.00' <br />3627'20" <br />115.16' <br />C45 <br />147.00' <br />5811'00" <br />149.28' <br />C46 <br />5.00' <br />92'01'04" <br />8.03' <br />C47 <br />129.00' <br />4'56'39" <br />11.13' <br />C48 <br />194.00' <br />27'43'12" <br />93.86' <br />C49 <br />5.00' <br />90'00'00" <br />7.85' <br />C50 <br />5.00' <br />90'00'00" <br />7.85' <br />C51 <br />1064.00' <br />2'42'13" <br />50.20' <br />C52 <br />5.00' <br />89'59'41" <br />7.85' <br />C53 <br />5.00' <br />90'00'00" <br />7.85' <br />C54 <br />5.00' <br />90'00'00" <br />7.85' <br />C55 <br />87.00' <br />70'59'45" <br />107.80' <br />LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />L1 <br />N07'44'06"E <br />36.64' <br />L2 <br />N82'1 5'54"W <br />91.68' <br />L3 <br />N10'06'22"W <br />105.13' <br />L4 <br />N41'38'03"W <br />90.27' <br />L5 <br />N46'40'19"W <br />33.42' <br />L6 <br />N43'19'41 "E <br />43.57' <br />L7 <br />N46'40'19"W <br />33.63' <br />L8 <br />N36'13'17"E <br />14.90' <br />L9 <br />N45"16'06"E <br />13.02' <br />L10 <br />N41 *38'03"W <br />67.27' <br />L11 <br />N48'21'57"E <br />13.00' <br />L12 <br />N41 *38'03"W <br />18.00' <br />L13 <br />N56'26'10"E <br />13.02' <br />L14 <br />N66'06'22"E <br />17.01' <br />L15 <br />N6810'47"E <br />17.01' <br />L16 <br />N76'04'09"E <br />15.21' <br />L17 <br />N78'50'03"E <br />15.02' <br />SEE SHEET 7 SEE SHEET 6 <br />22 LILY COURT <br />219 18 17 16 �14 13 D <br />10 <br />/ <br />(R) <br />LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />L18 <br />N83'08'46"E <br />13.02' <br />L19 <br />N85'54'40"E <br />13.02' <br />L20 <br />N89'29'12"W <br />15.01' <br />L21 <br />N1 0'06'22"W <br />3.44' <br />L22 <br />N7953'38"E <br />15.00' <br />L23 <br />N10'06'22"W <br />13.00' <br />L24 <br />N7953'38"E <br />15.00' <br />L25 <br />N10'06'22"W <br />78.68' <br />L26 <br />N85'21'35"E <br />15.06' <br />L27 <br />NO2'25'06"E <br />66.07' <br />L28 <br />N81'57'48"W <br />7.74' <br />L29 <br />N81'51'15"W <br />2.92' <br />L30 <br />N11'12'19"W <br />43.36' <br />L31 <br />N78'47'41 "E <br />10.00' <br />L32 <br />N41'38'03"W <br />41.23' <br />L33 <br />N48'21'57"E <br />15.00' <br />SEE SHEET 5 <br />(R) <br />LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />L34 <br />N41 '38'03"W <br />58.05' <br />L35 <br />N77'22'01"E <br />3.07' <br />L36 <br />N53'18'36"E <br />12.91' <br />L37 <br />N41 *38'03"W <br />104.28' <br />L38 <br />N13'54'51"W <br />38.60' <br />L39 <br />N76'05'09"E <br />13.00' <br />L40 <br />N 13'54'51 "W <br />103.84' <br />L41 <br />N76'05'09"E <br />13.00' <br />L42 <br />N13'54'51"W <br />67.65' <br />L43 <br />N78'47'22"E <br />13.00' <br />L44 <br />N11'12'19"W <br />67.00' <br />L45 <br />N78'47'41"E <br />13.00' <br />L46 <br />N11'12'19"W <br />162.00' <br />L47 <br />N78'47'41"E <br />13.00' <br />L48 <br />N11'12'19"W <br />40.00' <br />L49 <br />N07'44'06"E <br />46.00' <br />(R) <br />(R) <br />(R) <br />(S07'44' 48"W)(5) <br />J <br />3 yam- <br />/l �. <br />J J �� d <br />N06'59'26 E(R) <br />0 <br />�R r r I r -/ PARCEL B „E R L35 C7PAJ G� <br />361 mcg 7.16 ACt N75'45 26 C4� �, N79'04'37"E(R) <br />`- SEE SHEET 8 FOR PARCEL DIMENSIONS <br />a w N55'19'40"E(R) <br />L31 ,? a �� C42 _ _ C43 /,<- /11 i <br />•�' C38 , " - � �.�N C45 �\ <br />h L30�- - - N11'1219 W 230.54' _ _C39 _� N13'S4'51 "w 220.08' - _ C40� L3 C46 C5 <br />_ _ <br />- C54 C53 C52 C49 l L33 �,��i �� L36 <br />v, G L48 lz�DRIVE AISLE 2 C41 jr- <br />�, N38'08'29"E(R) �GShi -1- - L47 L45 L44 L43 L39 � C47 <br />\,I <br />,,, - -+- L42 L40 L38+ _ �4�' oG� 9� C11 , N37'02'21 "E(R) <br />C1f �\ SEE DETAIL C n C51 C50 �N i <br />SHEET 10u -j a �' G�� L8 <br />N89-28'29'W(R) L41 •� SEE DETAIL D <br />N74'48'26"E R ��, k (�, L3 „ r^ <br />C3 C27 N82'45 53 E(R) y ��� L9 SHEET 10 <br />L19 N79'12'56"E(R) C4 C15 C13 N45'49'17"E(R) <br />/ N69'50'49"W(R) �� \ C32 L23 C31 _ _ L13 L11 <br />rL29 L28 3-�- L24 - L20 C29 C28 --C23 C21 C19 17 iG�� L12 <br />N86'40 26 E(R) L25 _ L17 C20 - C�6 N56'49'03"E(R)�� <br />c34 C30_ c24 _ DRIVE AISLE 1 <br />L26 C33 L22 L21 C26 - - C18 N65 52 36 E R <br />C25 C22 <br />N89'50'55"W(R) L18 N74'02'57"E(R) L15 L14 <br />N86'17'33"E(R) L16 <br />N73'37'37"E(R) N68'24'33"E(R) <br />PARCEL C <br />SEE SHEET 8 <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: 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 />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 />NOTF,S: <br />1. THIS SHEET SHOWS DIMENSIONS OF EASEMENT AREAS THAT ARE <br />DESIGNATED AS BOTH EVAE AND PUE THAT AFFECT PARCELS B AND C. <br />2. SEE SHEETS 10 do 11 FOR DIMENSIONS OF EASEMENT AREAS THAT ARE <br />DESIGNATED EXCLUSIVELY AS PUE THAT AFFECT PARCELS B AND C. <br />SHEET 9 OF 11 <br />
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