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FOUND STANDARD CONTRA <br />2 F) W <br />z <br />^ (4)' <br />N89'17'16"w COSTA COUNTY STREET <br />MONUMENT ACCEPTED AS THE <br />�, <br />SELLERS <br />N EAST 1/4 CORNER OF SECTION <br />� <br />PARCEL A Qo <br />AVENUE <br />Q <br />4'28"W <br />o <br />Z <br />� o <br />(STREET DEDICATION) z <br />N46'06'01"E <br />L6 <br />N88'57'43"W <br />(5) • N - <br />CYPRESS ROAD <br />CYPRESS <br />_ <br />455.75' - <br />- N 25.00'(4)W <br />500(4)W <br />W <br />ROAD <br />I <br />tk <br />(STREET DEDICATION)_ <br />W <br />^ U.) <br />SUBDJVJSJOIN 903 <br />6�0� <br />�� <br />(J? 3 M 4) <br />FOUND STANDARD CONTRA <br />2 F) W <br />z <br />^ (4)' <br />N89'17'16"w COSTA COUNTY STREET <br />MONUMENT ACCEPTED AS THE <br />�, <br />I <br />N EAST 1/4 CORNER OF SECTION <br />� <br />oI <br />M 30, TOWNSHIP 2 NORTH, <br />76.00' <br />4'28"W <br />20.00' <br />L4 <br />N46'06'01"E <br />21.21' <br />FOUND STANDARD CONTRA <br />2 F) W <br />z <br />^ (4)' <br />N89'17'16"w COSTA COUNTY STREET <br />MONUMENT ACCEPTED AS THE <br />�, <br />I <br />N EAST 1/4 CORNER OF SECTION <br />� <br />oI <br />M 30, TOWNSHIP 2 NORTH, <br />76.00' <br />o <br />RANGE 3 EAST, <br />N89'17'16"W M.D.M.(1)(2)(3)(4)(5) <br />C3 <br />r- o <br />z pe) <br />- <br />• <br />(5) • N - <br />CYPRESS ROAD <br />(4). L12 <br />DETAIL A <br />m co <br />co m <br />NOT TO SCALE <br />v u7 u7 <br />SUBDJVJSJOIN 903 <br />�� <br />(J? 3 M 4) <br />N67'42'48"WR 4 <br />.;. '�S. <br />PARCEL H <br />pUF <br />.00 i moo. <br />-At <br />BREAKWATER N88�3 59 w (4> L11 (4) <br />R-250 <br />WAY(3)(44) 76.00'(M -M)(3)(4)•00 •G <br />D'�0�� <br />C64 - <br />PA R C r L A 3 1 3 148.00' 1 <br />PARCEL <br />N00'41'55'E(R) <br />317 <br />3�� <br />1310 <br />309 <br />308 <br />N81'34'15 <br />PARCEL B <br />� <br />878-11 <br />I <br />48' I <br />I <br />I <br />I I <br />I�- 5' PUE <br />I <br />(3)(4) � <br />(3)(4) <br />U <br />LINE TABLE <br />NO BEARING LENGTH <br />L1 N3824'59"E 16.35' <br />L2 N00'23'38"E 34.19' <br />L3 N511 <br />(4) <br />(4) <br />(R) <br />LINE TABLE <br />NO BEARING LENGTH <br />L5 N36'33'29"W 20.00' <br />L6 N8917'16"W 78.10' <br />L7 N7916'39"W 51.11' <br />L8 N89'26'21"E 31.99' <br />L9 N8916'5 <br />NO <br />3 <br />] 6 <br />�, <br />I <br />cc <br />37'39'30" <br />49.95' <br />C2 <br />76.00' <br />I I <br />49.95' <br />C3 <br />0'00"W <br />35.05' <br />L14 <br />2"W <br />32.27' <br />3) <br />J <br />I <br />31 <br />-At <br />CD <br />313 <br />�u7 <br />u7 <br />O <br />mol <br />-- <br />AND TAG, LS 7960 <br />f� <br />f' Z I <br />� <br />STANDARD STREET MONUMENT PER (1) <br />W <br />z I <br />W <br />� <br />3�� <br />1310 <br />309 <br />308 <br />N81'34'15 <br />PARCEL B <br />� <br />878-11 <br />I <br />48' I <br />I <br />I <br />I I <br />I�- 5' PUE <br />I <br />(3)(4) � <br />(3)(4) <br />U <br />LINE TABLE <br />NO BEARING LENGTH <br />L1 N3824'59"E 16.35' <br />L2 N00'23'38"E 34.19' <br />L3 N511 <br />(4) <br />(4) <br />(R) <br />LINE TABLE <br />NO BEARING LENGTH <br />L5 N36'33'29"W 20.00' <br />L6 N8917'16"W 78.10' <br />L7 N7916'39"W 51.11' <br />L8 N89'26'21"E 31.99' <br />L9 N8916'5 <br />(R) <br />LINE TABLE <br />NO BEARING LENGTH <br />L10 N79'26'09"E 51.15' <br />L11 N88'53'59"W 55.91' <br />L12 N01'06'01"E 20.00' <br />L13 N021 <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />C1 <br />76.00' <br />37'39'30" <br />49.95' <br />C2 <br />76.00' <br />3739'31" <br />49.95' <br />C3 <br />0'00"W <br />35.05' <br />L14 <br />2"W <br />32.27' <br />(R) <br />LINE TABLE <br />NO BEARING LENGTH <br />L10 N79'26'09"E 51.15' <br />L11 N88'53'59"W 55.91' <br />L12 N01'06'01"E 20.00' <br />L13 N021 <br />(M -M)(4) <br />(M -M)(4)(5) <br />(TIE) <br />SU�►�1V1SJOIN 9350 <br />WINDRIFT WAY <br />N88'53'59"W 793.08'(M -M)(5) <br />u") u7 Ln u'� un Ln LnLn ts") in <br />N88'53'59"W 962.70'(4)(5) <br />917.70' <br />DESIGNATED REMAINDER <br />15.98 ACf <br />WATER LINE EASEMENT IN FAVOR OF <br />DIABLO WATER DISTRICT PER <br />L4 <br />C" <br />CURVE TABLE <br />c <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />C1 <br />76.00' <br />37'39'30" <br />49.95' <br />C2 <br />76.00' <br />3739'31" <br />49.95' <br />C3 <br />0'00"W <br />35.05' <br />L14 <br />N00'42'44"E <br />30.81' <br />(M -M)(4) <br />(M -M)(4)(5) <br />(TIE) <br />SU�►�1V1SJOIN 9350 <br />WINDRIFT WAY <br />N88'53'59"W 793.08'(M -M)(5) <br />u") u7 Ln u'� un Ln LnLn ts") in <br />N88'53'59"W 962.70'(4)(5) <br />917.70' <br />DESIGNATED REMAINDER <br />15.98 ACf <br />WATER LINE EASEMENT IN FAVOR OF <br />DIABLO WATER DISTRICT PER <br />L4 <br />C" <br />CURVE TABLE <br />c <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />C1 <br />76.00' <br />37'39'30" <br />49.95' <br />C2 <br />76.00' <br />3739'31" <br />49.95' <br />C3 <br />600.00' <br />7'1944" <br />76.75is <br />' (M -M)(3)(4) <br />GOLDEN STATE <br />(,) • PARKWAY <br />I <br />JJCN F0 <br />I <br />45.00' <br />I <br />SELLERS AVENUE 1 <br />(STREET DEDICATION) I <br />0.92 ACt I <br />Ig <br />IN <br />I" <br />I I <br />I 80' <br />I <br />I <br />I <br />i I <br />N88'53'59"W 419.99' N88'53'59"W I <br />130.08' ( v_ <br />I�0Cn <br />Ci 0a00lp6 <br />I tL') r- � w N V1 <br />I N <br />CITY OF p Q <br />z <br />65' LEVEE EASEMENT IN FAVOR OF I z o W <br />OAKLEY <br />I <br />2010-0247048 O.R. I 45' <br />I <br />SUBDIVISION 9398 <br />WOODBURY PHASE 1 <br />9 <br />CONSISTING OF 3 SHEETS <br />BEING A SUBDIVISION OF PARCEL D OF SUBDIVISION 9032, <br />RECORDED IN BOOK 523 OF MAPS, AT PAGE 44, <br />CONTRA COSTA COUNTY RECORDS <br />CITY OF OAKLEY, CONTRA COSTA COUNTY, CALIFORNIA <br />Carlson, Barbee &Gibson, Inc. <br />CIVIL ENGINEERS •SURVEYORS •PLANNERS <br />SAN RAMON WESTSACRAMENTO <br />SCALE: V= 100' JANUARY 2019 <br />100' 0' 50' 100' 200' <br />GRAPHIC SCALE <br />I 1 <br />BASIS OF BEARINGS:12 <br />THE BASIS OF BEARINGS FOR THIS MAP IS DETERMINED BY FOUND <br />MONUMENTS ON THE CENTER LINE OF CYPRESS ROAD, THE BEARING BEING <br />N8917'16"W PER 475 M 1, CALIFORNIA COORDINATE SYSTEM, ZONE 3 (NAD <br />27). MULTIPLY DISTANCES SHOWN BY 0.9999398 TO OBTAIN GRID <br />DISTANCES. <br />� <br />All <br />LEGEND <br />•I J �� � - � SUBDIVISION BOUNDARY LINE <br />1 RIGHT OF WAY LINE <br />PA R C r L r LOT LINE <br />- - - - - - - - - - EASEMENT LINE <br />J � - CENTERLINE <br />� (T) TOTAL <br />M u7 (R) RADIAL <br />Z'tr (M -M) MONUMENT TO MONUMENT <br />J 8 Q � (M -PL) MONUMENT TO PROPERTY LINE <br />� O FOUND STANDARD STREET MONUMENT <br />'19 SET 5/8" REBAR AND CAP OR NAIL <br />1--20 21 <br />) <br />PARCEL A 25' 22 . <br />7.81 ACt i REFERENCES. <br />I <br />I ' 23 <br />I (1) SUBDIVISION 9033 (529 M 45) <br />I (2) CONTRA COSTA COUNTY PRECISE TRAVERSE FOR CYPRESS ROAD <br />I 24 (3) SUBDIVISION 9348 (524 M 1) <br />I (4) SUBDIVISION 9032 (523 M 44) <br />I (5) SUBDIVISION 9350 (530 M 27) <br />I (6) SUBDIVISION 8679 (475 M 1) <br />CYPRESS ROAD � 25 <br />(STREET DEDICATION) I <br />0.49 ACt I PARCEL <br />u7 <br />O <br />CC1 <br />-- <br />AND TAG, LS 7960 <br />� <br />STANDARD STREET MONUMENT PER (1) <br />1 NOTE: <br />2006-135342 O.R. (VARIES IN WIDTH) z L9 L8 " /r 1. <br />(3)(4) 57,80 N89'26 21 E 187.96 L6 I\ SEE DETAIL A <br />- - 568.01' N89'17'16"W 193.62' 1.10 L7 _ <br />N89'17'16"W 651.52'(4) 11012' 1 _ 1�� THIS SHEET <br />------ - - - - - - -----------------------------� -------------------------- <br />------------ --------------------------- <br />(3)(4)(50-) - _ CYPRESS ROAD J�_ N89'36'22"W 214.96'(4)- 610.27' N891716"W 320.49'(2)(4) f - <br />N8917'16"W 2640.45'(M -M)(4)(6) (1)(2)(3) <br />(S8917'21"E 2640.47')(2) (4)(5) <br />S WA IN S J J>N BASIS OF BEARINGS fr) r R IN HA R D <br />�S�lJ�JS <br />1. PROPERTY SUBJECT TO THE DEVELOPMENT AGREEMENT <br />BETWEEN THE CITY OF OAKLEY AND EMERSON DAIRY <br />INC. RECORDED SEPTEMBER 18, 2003 AS DOCUMENT <br />NUMBER 2003-0469238. <br />SHEET 3 OF 3 <br />