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CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />C1 <br />1118.50' <br />2'33'15" <br />49.86' <br />C2 <br />1118.50' <br />2'27'29" <br />47.99' <br />C3 <br />1118.50' <br />2'27'30" <br />47.99' <br />C4 <br />1118.50' <br />2'56'01" <br />57.27' <br />C5 <br />1118.50' <br />2'29'01" <br />48.48' <br />C6 <br />1118.50' <br />2'29'01" <br />48.48' <br />C7 <br />1118.50' <br />2'26'59" <br />47.82' <br />C8 <br />1081.50' <br />1'26'11" <br />27.11' <br />C9 <br />1081.50' <br />2'32'45" <br />48.05' <br />C10 <br />1081.50' <br />2'53'06" <br />54.46' <br />C11 <br />24.50' <br />92'20'39" <br />39.49' <br />C12 <br />24.50' <br />89'04'59" <br />38.09' <br />C13 <br />1018.50' <br />210'40" <br />38.71' <br />C14 <br />1018.50' <br />2'43'51" <br />48.54' <br />C15 <br />1018.50' <br />2'43'35" <br />48.47' <br />C16 <br />981.50' <br />3'14'14" <br />55.46' <br />C17 <br />1 981.50' <br />3'46'16" <br />64.60' <br />C18 <br />981.50' <br />3'4523" <br />64.35' <br />C19 <br />981.50' <br />3'46'16" <br />64.60' <br />C20 <br />981.50' <br />3'46'50" <br />64.76' <br />C21 <br />981.50' <br />1'45'56" <br />30.24' <br />C22 <br />1018.50' <br />1'34'04" <br />27.87' <br />0349-50 <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />C23 <br />1018.50' <br />2'42'01 <br />48.00' <br />C24 <br />1018.50' <br />2'06'56" <br />37.61' <br />C25 <br />24.50' <br />86'11'24" <br />36.86' <br />C26 <br />1000.00' <br />218'10" <br />40.19' <br />C27 <br />1000.00' <br />2'25'28" <br />42.32' <br />C28 <br />24.50' <br />92'19'08" <br />39.48' <br />C29 <br />1081.50' <br />2'09'23" <br />40.70' <br />C30 <br />1081.50' <br />2'51'38" <br />54.00' <br />C31 <br />1081.50' <br />2'52'30" <br />54.27' <br />C32 <br />1100.00' <br />219'52" <br />44.75' <br />C33 <br />1100.00' <br />219'55" <br />44.77' <br />C34 <br />1118.50' <br />0'5934" <br />19.38' <br />C35 <br />1018.50' <br />1'20'10" <br />23.75' <br />�7, <br />N�404'03" 201W194. 70(T)i <br />O3"W 194 75. r <br />N74-04 ,433 iM-M <br />W 194 7S' ) <br />00, 46230, c <br />100000. ry C�113< <br />4,8 4 x,10" C <br />1560 <br />PARCEL B`3 N7 z`' 1-1 5g 14 <br />HOA OPEN SPACE W 114 80, <br />(ju <br />`.4--1638 , <br />15o, <br />23" C <br />4..14. 3,9 46,( <br />31 <br />QO9 <br />M\\ R'1j18 <br />s0, C4 <br />.. 0 , <br />4.25 <br />h <br />00'/ X32 <br />SS' R�10 ''�� <br />0 8 <br />X34 000, <br />SO' <br />� \ <br />401 <br />NSS;��82. <br />r r' r <br />STATr Or CA OF ORIN A <br />2002-0438115 <br />4"s <br />R\ 41 T <br />CSS 110000 � <br />d\9 J1S C <br />8' <br />�CoX01 <br />X <br />oSS. <br />NSS, S9. <br />06', <br />� s0 <br />�S3S90 \ 2SoSro, <br />\ & <br />APN. 007-380-027 <br />BASIS OF BEARINGS: <br />THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED FROM FOUND MONUMENTS <br />c SHOWN HEREON: THE BEARING BEING NORTH 46'4347" WEST ALONG VINEYARDS <br />PARKWAY PER SUBDIVISION 8796 (491 M 4). THE BEARINGS SHOWN ARE ON THE <br />CALIFORNIA COORDINATE SYSTEM ZONE III (NAD 83). DISTANCES SHOWN ARE GROUND. <br />i� <br />MULTIPLY DISTANCES SHOWN BY 0.99993419 TO OBTAIN GRID DISTANCES. <br />0 <br />0 <br />REFERENCES: <br />75 <br />LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />L1 <br />N54'39'45"W <br />20.89' <br />L2 <br />N53'59'08"W <br />8.33' <br />L3 <br />N55'35'13"W <br />33.62' <br />L4 <br />N74'04'03"W <br />10.96' <br />L5 <br />N74'04'03"W <br />30.87' <br />(1) SUBDIVISION 8796 (491 M 4) <br />(2) SUBDIVISION 8910 (502 M 17) <br />LEGEND <br />THE VINEYARDS AT MARSH CREEK <br />BEING A SUBDIVISION OF PARCEL "R" AS SHOWN ON THE SUBDIVISION MAP <br />ENTITLED "SUBDIVISION 8796, THE VINEYARDS AT MARSH CREEK" RECORDED IN <br />BOOK 491 OF MAPS AT PAGE 4, CONTRA COSTA COUNTY RECORDS. <br />BRENTWOOD, CONTRA COSTA, CALIFORNIA <br />Carlson, Barbee & Gibson, Inc. <br />CIVIL ENGINEERS *SURVEYORS • PLANNERS <br />SAN RAMON, CALIFORNIA <br />SCALE: V= 40' NOVEMBER 2016 <br />40' 0' 20' 40' 80' 160' <br />GRAPHIC SCALE <br />SHEET 10 OF 18 <br />530- 53 <br />SUBDIVISION BOUNDARY LINE <br />RIGHT OF WAY LINE <br />LOT LINE <br />- - - - - - - - - <br />- EASEMENT LINE <br />- <br />MONUMENT LINE <br />(T) <br />TOTAL <br />(R) <br />RADIAL <br />(M -M) <br />MONUMENT TO MONUMENT <br />(M -PL) <br />MONUMENT TO PROPERTY LINE <br />O <br />SET STANDARD STREET MONUMENT STAMPED LS 7960 <br />O <br />FOUND STANDARD STREET MONUMENT <br />PUE <br />PUBLIC UTILITY EASEMENT <br />SDE <br />STORM DRAIN EASEMENT <br />SE <br />SIDEWALK EASEMENT <br />SF <br />SQUARE FEET <br />RELINQUISHMENT OF ABUTTERS' RIGHTS, AND PRIVATE <br />ACCESS PROHIBITED <br />THE VINEYARDS AT MARSH CREEK <br />BEING A SUBDIVISION OF PARCEL "R" AS SHOWN ON THE SUBDIVISION MAP <br />ENTITLED "SUBDIVISION 8796, THE VINEYARDS AT MARSH CREEK" RECORDED IN <br />BOOK 491 OF MAPS AT PAGE 4, CONTRA COSTA COUNTY RECORDS. <br />BRENTWOOD, CONTRA COSTA, CALIFORNIA <br />Carlson, Barbee & Gibson, Inc. <br />CIVIL ENGINEERS *SURVEYORS • PLANNERS <br />SAN RAMON, CALIFORNIA <br />SCALE: V= 40' NOVEMBER 2016 <br />40' 0' 20' 40' 80' 160' <br />GRAPHIC SCALE <br />SHEET 10 OF 18 <br />530- 53 <br />