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BASIS OF BEARINGS: <br />THE LINE BEARING N00'13'39"W (CALCULATED) BETWEEN THE CITY OF <br />\ C <br />BOUNDARY LINE <br />TRACY CONTROL MONUMENTS CPS09 AND GPS16 OF THE CITY OF <br />30.29 <br />LOT LINE/RIGHT-OF-WAY LINE <br />TRACY MODIFIED GRID SYSTEM, CALCULATED FROM THE CITY OF <br />-- <br />- 76.07- _--_ <br />TRACY REPORT ON GPS SURVEY PREPARED BY ASSOCIATED <br />- - - - - - -- - - - <br />EASEMENT LINE <br />CONSULTANTS GROUP, INC., ON FILE WITH THE CITY OF TRACY PUBLIC <br />N---/ <br />- -- 0' <br />WORKS DEPARTMENTS, WAS USED AS THE BASIS OF BEARINGS FOR <br />LN00'�6'33"EJB <br />MONUMENT LINE <br />THIS MAP, SHOWN HEREON. DISTANCES SHOWN ARE GROUND <br />- -- <br />CITY LIMIT LINE <br />DISTANCES. <br />I <br />- --- <br />28.o0' <br />28.00' <br />LINE <br />NOTES <br />NOTES <br />Z -r - Z Z-Z-IZ Z I <br />RESTRICTED ACCESS <br />(#) <br />REFERENCE NUMBER <br />1. ALL DISTANC=ES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED <br />(123A5°) <br />RECORD DATA AS NOTED <br />2. SEF SHEET 2 FOR ADDITIONAL NOTES. <br />CD <br />�r) <br />3. ALL FRONT LINE CORNERS ARE TO BE REFERENCED WITH A NAIL AND <br />(T) <br />TOTAL <br />TAG SET IN THE SIDEWALK, 1' FROM I -OT CORNER ON SIDE LOT LINE <br />z <br />PROJECTION. REAR CORNERS ARE TO BE REFERENCED WITH A REBAR <br />(R) <br />RADIAL <br />AND CAP OR NAIL AND TAG. <br />(M --M) <br />MONUMENT TO MONUMENT <br />N89'39'32"W 101.00' <br />(M -PL) <br />MONUMENT TO PROPERTY LINE <br />TRACT 3077(11) <br />r� /I' 41 ;j /r /r I rJ <br />N88'48'1 0"W R=5150.00' <br />256.03' M -M CN ( ) _ L8 p=0'51'22" _=76.94'(M4 N89'39'32°W 150.98'(M -M) <br />N88 -48'10"W �o o R=5170.00 <br />N 286.32'(1-) N? i N A=0'.51'22° L=77.23' <br />REFERENCES: <br />SEE SHEET 3 FOR REFERENCES <br />1725-000 <br />\ C <br />_. <br />c`J <br />30.29 <br />i <br />-�_(t�__- -21.91 <br />-- <br />- 76.07- _--_ <br />5 <br />i <br />\� <br />39.53' <br />N---/ <br />- -- 0' <br />- - <br />LN00'�6'33"EJB <br />(M -PL) <br />w <br />1, <br />3 00' 1 <br />53 00' <br />I <br />- --- <br />28.o0' <br />28.00' <br />L,, <br />r? <br />8,933 SFt <br />7,035 SF1 <br />8,801 SFfILI <br />r <br />D <br />CD <br />�r) <br />M <br />I <br />I <br />z <br />I <br />I <br />w <br />76 <br />N89 39'32"W 102.50' <br />75 <br />N89'39'32"W 101.00' <br />I <br />l I <br />PUE <br />CJ <br />h <br />65 <br />62 <br />r)8.851 <br />S1 <br />w <br />8,807 SFt <br />7,175 SFt <br />« <br />7,070 SFi <br />I <br />I <br />2 <br />`v <br />PUE <br />9.5 PUE <br />54 <br />5' PUE--1 <br />�= <br />m <br />CDQ <br />v <br />7,035 SFi <br />T j� <br />102.50' <br />N <br />N89'39'32"W 101.00' <br />I <br />N <br />�f <br />rDI <br />I <br />d <br />2 <br />PUE 66 <br />W <br />61 <br />( <br />W <br />LJ <br />�o <br />w <br />b <br />_N <br />U <br />v <br />I <br />7,175 SFt <br />N89°39'32"W 101.43' <br />N89°39'32"W 101.01- <br />o <br />N <br />U <br />Q <br />fj <br />Z <br />o <br />I <br />CD <br />I <br />CD <br />I <br />N89°39'32"W 102.50' <br />N89'39'32"W 101.00' <br />74 <br />0 <br />C`4 <br />I <br />C/0 <br />i <br />6 0 \I <br />I <br />ID77 <br />I <br />7,100 SFt <br />c <br />1,075 SFt <br />G <br />r <br />CD <br />O <br />I <br />5' <br />PUE <br />CV <br />IZ� <br />I <br />I <br />5' PUE <br />zl <br />I <br />N8939'32"W 101.43' <br />N89'39'32"W 101.07' <br />I <br />I <br />n <br />I <br />I <br />c-) I <br />� <br />cJ7 <br />o <br />8 <br />1 O <br />Q <br />7 <br />� <br />r' <br />01I <br />r- <br />w <br />'a <br />7,100 SF <br />7,075 SFE <br />_ <br />Fv <br />1 <br />CII <br />( <br />-2 <br />I <br />I <br />N <br />_o <br />N89'39'32"W 101.43' <br />N89°:19'32"'h' 101,07' <br />CID <br />II <br />ifCDCD <br />00 <br />z <br />z <br />7J <br />7`� <br />o <br />H <br />REFERENCES: <br />SEE SHEET 3 FOR REFERENCES <br />1725-000 <br />. a <br />o <br />ri <br />28.00' 28.0 <br />I <br />i <br />0 <br />;04 <br />ON <br />POE <br />AC <br />JF <br />WLE <br />/f (j Al <br />CORDELIA LANE <br />N89'39'32" W 259.50'(M -M) <br />N89'39'32"W 538.98' <br />_ 111 Cn^� •� � � va nn' <br />FOUND STANDARD STREET MONUMENT <br />FOUND MONUMENT AS NOTED <br />SET STANDARD STREET MONUMENT, LS 7960 <br />SET REBAR AND CAP, LS 7960 <br />FOUND STANDARD STREET MONUMENT,I_S <br />8164, PER TRACT 3872 (42 M&P 91) <br />FOUND REB.AR AND CAP, LS 8164, PER <br />TRACT 3872 (42 M&P 91) <br />STANDARD STREET MONUMENT, LS 7960 TO <br />BE SET PER (11) <br />DOCUMENT NUMBER <br />PUBLIC UTILITY EASEMENT <br />ACRES <br />SQUARE FEEL <br />WATER LINE EASEMENT <br />/I J ! !; J 50 <br />(M -PL) I <br />20.00' <br />C1 53.00' 53.00' �5 <br />NO <br />C/)W <br />DELTA <br />LENGTH <br />C13 <br />25_00' <br />90'00'00° <br />U <br />� � <br />i <br />G <br />39.53' <br />C15 <br />- -- 0' <br />- - <br />54.25' <br />(M -PL) <br />20.00' <br />3 00' 1 <br />53 00' <br />. a <br />o <br />ri <br />28.00' 28.0 <br />I <br />i <br />0 <br />;04 <br />ON <br />POE <br />AC <br />JF <br />WLE <br />/f (j Al <br />CORDELIA LANE <br />N89'39'32" W 259.50'(M -M) <br />N89'39'32"W 538.98' <br />_ 111 Cn^� •� � � va nn' <br />FOUND STANDARD STREET MONUMENT <br />FOUND MONUMENT AS NOTED <br />SET STANDARD STREET MONUMENT, LS 7960 <br />SET REBAR AND CAP, LS 7960 <br />FOUND STANDARD STREET MONUMENT,I_S <br />8164, PER TRACT 3872 (42 M&P 91) <br />FOUND REB.AR AND CAP, LS 8164, PER <br />TRACT 3872 (42 M&P 91) <br />STANDARD STREET MONUMENT, LS 7960 TO <br />BE SET PER (11) <br />DOCUMENT NUMBER <br />PUBLIC UTILITY EASEMENT <br />ACRES <br />SQUARE FEEL <br />WATER LINE EASEMENT <br />/I J ! !; J 50 <br />(M -PL) I <br />20.00' <br />C1 53.00' 53.00' �5 <br />SEE SHEET 6 <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />C13 <br />25_00' <br />90'00'00° <br />39.27' <br />Lel <br />i <br />G <br />39.53' <br />C15 <br />5170.00' <br />7 <br />54.25' <br />64 <br />b <br />i0 <br />6, <br />I <br />53 <br />I <br />L,, <br />r? <br />8,933 SFt <br />7,035 SF1 <br />8,801 SFfILI <br />r <br />D <br />CD <br />�r) <br />M <br />I <br />I <br />z <br />I <br />I <br />w <br />N89 39'32"W 102.50' <br />PUE <br />N89'39'32"W 101.00' <br />I <br />J' <br />PUE <br />CJ <br />65 <br />62 <br />W <br />0 <br />' " <br />N893932W' 100.50' <br />' <br />7,175 SFt <br />« <br />7,070 SFi <br />I <br />I <br />2 <br />PUE <br />9.5 PUE <br />54 <br />5' PUE--1 <br />�= <br />m <br />N8939'32"W <br />v <br />7,035 SFi <br />T j� <br />102.50' <br />N <br />N89'39'32"W 101.00' <br />I <br />N <br />�f <br />rDI <br />d <br />-®-.--5' <br />PUE 66 <br />W <br />61 <br />00 <br />LJ <br />�o <br />w <br />b <br />_N <br />U <br />v <br />f <br />� J <br />f9'32"W <br />7,175 SFt <br />m <br />7,070 SFt <br />o <br />N <br />U <br />Q <br />fj <br />Z <br />Q <br />I <br />CD <br />I <br />N89°39'32"W 102.50' <br />N89'39'32"W 101.00' <br />0 <br />C`4 <br />I <br />_ <br />Jj <br />6 0 \I <br />I <br />CD <br />I <br />I <br />SEE SHEET 6 <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />C13 <br />25_00' <br />90'00'00° <br />39.27' <br />C14 <br />25.00' <br />90'36'05" <br />39.53' <br />C15 <br />5170.00' <br />0'36'05° <br />54.25' <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA- LENGTH <br />C16 <br />5170.00' <br />0'15'17" 22.98' <br />`C17 <br />-25.00' <br />89.08'38" 38.90' <br />TRACT NO, 3906 <br />SUBDIVISIONS OF SAN JOAQUIN COUNTY) CALIFORNIA <br />ELLIS GARDENS - PHASE 2 <br />BEING A SUBDIVISION OF PARCEL 2 AS DESCRIBED IN THAT CERTAIN DEED <br />RECORDED MAY 24, 2017, AS DOCUMENT NO. 2017-058417, OFFICIAL RECORDS OF <br />SAN JOAQUIN COUNTY, LYING WITHIN SECTION 6, TOWNSHIP 3 SOUTH, <br />RANGE 5 EAST, MOUNT DIABLO BASE AND MERIDIAN <br />CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA <br />Carlson, Barbee & Gibson, Inc. <br />CIVIL ENGINEERS • SURVEYORS . PLANNERS <br />SAN RAMON, CALIFORNIA <br />SCALE: t" = 40' FEBRUARY 2019 <br />40' - U 20' 40' 80' 160' <br />ELLIS LANE 6(12) <br />\ <br />H H <br />1N89'39'32"W 188.34'(M -M) <br />128.50'(M -PL) �n <br />- - - 75.50'. - <br />28.00 28.00 n <br />52 <br />i 8,757 SFt <br />cD o <br />I <br />I <br />I N89°39'32"W 100.50' <br />GRAPHIC SCALE <br />f6 <br />(! -,- GPS -9(5)(7) SEE DETAIL A, SHEET 3 <br />5� CORDELIA LANE <br />R=719.00' .; <br />59.84'(M -PL) H'5'30"L8' L _ _ <br />-69.12' <br />W-M) <br />-N30'11'40"E <br />5409.32'(M --M) <br />I <br />220 <br />LINE TABLE <br />NO BEARING LENGTH <br />L8 <br />N88'4_8'10"W <br />30.59' <br />221 <br />d- <br />53 <br />r? <br />n <br />7,035 SF1 <br />0 <br />CD <br />�r) <br />w <br />5' <br />PUE <br />I N <br />- <br />' " <br />N893932W' 100.50' <br />' <br />Z <br />I <br />I <br />2 <br />54 <br />�= <br />v <br />7,035 SFi <br />N <br />I <br />N <br />d <br />W <br />00 <br />LJ <br />�o <br />_N <br />U <br />v <br />f <br />� J <br />f9'32"W <br />I N893100.50' <br />N <br />I <br />N <br />U <br />fj <br />Z <br />Q <br />o <br />I <br />LINE TABLE <br />NO BEARING LENGTH <br />L8 <br />N88'4_8'10"W <br />30.59' <br />(M -M) <br />L)) <br />LL, <br />SHEET 5 OF 11 <br />