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T 1;rrpxIn <br />91 <br />J6 <br />J5 <br />N89'39'32"W 530.93'(M -M) <br />NOTES TRACT CT , 3907 <br />1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED <br />2. SEE SHEET 2 FOR ADDITIONAL NOTES. SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA <br />FOUND MONUMENT AS NOTED 3. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG G,/ 7 <br />0 SET STANDARD STREET MONUMENT, LS 7960 SET IN THE SIDEWALK, 1' FROM LOT CORNER ON SIDE LOT LINE ELLIS GARDENS - PHASE 3 <br />O SET REBAR AND CAP, LS 7960 PROJECTION. REAR CORNERS ARE TO BE REFERENCED WITH A REBAR <br />AND CAP OR NAIL AND 'TAG. BEING A SUBDIVISION OF PARCEL 3 AS DESCRIBED IN THAT CERTAIN DEED <br />(j. FOUND STANDARD STREET MONUMENT, LS RECORDED MAY 24, 2017, AS DN. 2017-055417 OFFICIAL RECORDS OF SAN <br />8164, PER TRACT 3872 (4-2 M&P 91) <br />JOAQUIN COUNTY, AND PARCELS C AND D OP TRACT 3906 <br />FOUND REBAR AND CAP, LS 8164, PER LYING WITIIIN SECTION 6, 'TOWNSIIIP 3 SOUTH, <br />TRACT 3872 (42 M&P 91) BASIS OF BEARINGS: RANGE J LAST, MOUNT DIABLO BASE AND MERIDIAN <br />STANDARD STREET MONUMENT, LS 7960 TOCITY OF 'TRACY, SAN JOAQUIN COUNTY, CALIFORNIA <br />THE LINE BEARING N00'13'39"W (CALCULATED) BETWEEN THE CITY OF <br />BE SET PER (11) TRACY CONTROL MONUMENTS GPS09 AND GPS16 OF THE CITY OF Carlson, Barbee & Gibson, Inc. <br />DN DOCUMEN'i NUMBER TRACY MODIFIED GRID SYSTEM, CALCULATED FROM THE CITY OF CIVIL ENGINEERS • SURVEYORS * PLANNERS <br />PUE PUBLIC UTILITY EASEMENT [RACY REPORT ON GPS SURVEY PREPARED BY ASSOCIATED SAN RAMON, CALIFORNIA <br />CONSULTANTS CROUP, INC., ON FILE WITH THE CITY OF TRACY PUBLIC <br />AC ACRES WORKS DEPARIMENTS, WAS USED AS THE BASIS OF BEARINGS FOR SCALE: 1"= 40' FEBRUARY 2019 <br />SF SQUARE FEET THIS MAP, SHOWN HEREON. DISTANCES SHOWN ARE GROUND 40' 0' 20' 40' 80' 160' <br />DISTANCES. I I I I I <br />941 <br />TRAcr J9 0 <br />6(11) <br />BOUNDARY LINE <br />N89'39'32"W 1485.09'( [)(BOUNDARY) <br />LOT LINE/RIGHT-OF-WAY LINE <br />- - - - - - - <br />- - - EASEMENT LINE <br />- - - <br />MONUMENT LINE <br />- - <br />CITY LIMIT LINE <br />-------------------- <br />TIE LINE <br />Y -ZZ i i i i i i i <br />i i RESTRICTED ACCESS <br />(#) <br />REFERENCE NUMBER <br />(123.45') <br />RECORD DATA AS NOTED <br />(T) <br />TOTAL <br />(R) <br />RADIAL <br />(M -M) <br />MONUMENT TO MONUMENT <br />(M -PL) <br />MONUMENT TO PROPERTY LINE <br />r <br />FOUND STANDARD STREET MONUMENT <br />91 <br />J6 <br />J5 <br />N89'39'32"W 530.93'(M -M) <br />NOTES TRACT CT , 3907 <br />1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED <br />2. SEE SHEET 2 FOR ADDITIONAL NOTES. SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA <br />FOUND MONUMENT AS NOTED 3. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG G,/ 7 <br />0 SET STANDARD STREET MONUMENT, LS 7960 SET IN THE SIDEWALK, 1' FROM LOT CORNER ON SIDE LOT LINE ELLIS GARDENS - PHASE 3 <br />O SET REBAR AND CAP, LS 7960 PROJECTION. REAR CORNERS ARE TO BE REFERENCED WITH A REBAR <br />AND CAP OR NAIL AND 'TAG. BEING A SUBDIVISION OF PARCEL 3 AS DESCRIBED IN THAT CERTAIN DEED <br />(j. FOUND STANDARD STREET MONUMENT, LS RECORDED MAY 24, 2017, AS DN. 2017-055417 OFFICIAL RECORDS OF SAN <br />8164, PER TRACT 3872 (4-2 M&P 91) <br />JOAQUIN COUNTY, AND PARCELS C AND D OP TRACT 3906 <br />FOUND REBAR AND CAP, LS 8164, PER LYING WITIIIN SECTION 6, 'TOWNSIIIP 3 SOUTH, <br />TRACT 3872 (42 M&P 91) BASIS OF BEARINGS: RANGE J LAST, MOUNT DIABLO BASE AND MERIDIAN <br />STANDARD STREET MONUMENT, LS 7960 TOCITY OF 'TRACY, SAN JOAQUIN COUNTY, CALIFORNIA <br />THE LINE BEARING N00'13'39"W (CALCULATED) BETWEEN THE CITY OF <br />BE SET PER (11) TRACY CONTROL MONUMENTS GPS09 AND GPS16 OF THE CITY OF Carlson, Barbee & Gibson, Inc. <br />DN DOCUMEN'i NUMBER TRACY MODIFIED GRID SYSTEM, CALCULATED FROM THE CITY OF CIVIL ENGINEERS • SURVEYORS * PLANNERS <br />PUE PUBLIC UTILITY EASEMENT [RACY REPORT ON GPS SURVEY PREPARED BY ASSOCIATED SAN RAMON, CALIFORNIA <br />CONSULTANTS CROUP, INC., ON FILE WITH THE CITY OF TRACY PUBLIC <br />AC ACRES WORKS DEPARIMENTS, WAS USED AS THE BASIS OF BEARINGS FOR SCALE: 1"= 40' FEBRUARY 2019 <br />SF SQUARE FEET THIS MAP, SHOWN HEREON. DISTANCES SHOWN ARE GROUND 40' 0' 20' 40' 80' 160' <br />DISTANCES. I I I I I <br />941 <br />TRAcr J9 0 <br />6(11) <br />RIO GRANDE DRIVE <br />3 N89'39 32" W' 258.50'(M -M) A <br />- - - N89'39'32"W 256.00'(M --M) T- - - - — - - - — V-0 <br />co <br />N <br />I <br />�w <br />N89'39'32"W 1485.09'( [)(BOUNDARY) <br />8 2 <br />- - <br />N� <br />- - -50.50'- - <br />- - --50.50'- - <br />RIO GRANDE DRIVE <br />3 N89'39 32" W' 258.50'(M -M) A <br />- - - N89'39'32"W 256.00'(M --M) T- - - - — - - - — V-0 <br />co <br />N <br />rir�r} <br />W <br />W <br />J <br />1725-000 <br />ri® <br />50.50' <br />1 50.50' <br />N89'39'32"W 1485.09'( [)(BOUNDARY) <br />50.50' <br />- - <br />- - -50.50' - - <br />- - -50.50'- - <br />- - --50.50'- - <br />- -50.50'--- - <br />--50.50' =;;: g' <br />,- 50.50' - <br />- - --50.50' - - -50.50' - - <br />-- - 50.50'-- - <br />- - -50.50'- - - <br />- - -50.50'- r <br />- -5050' - - - - - -- <br />52.50' <br />N89°39'32"W <br />52.50' <br />N89 -39'32"W <br />52.50' <br />N89°39'32'W <br />52.50' <br />N89°39'32"'W <br />52.50' <br />N89'39'32"'N <br />52.50' <br />N89'39'32"W <br />52.50' <br />N89'39'32"W <br />00 <br />5,250 SFi <br />N <br />5,250 SFi Ld <br />v <br />5,250 SFt <br />c� <br />o <br />CL <br />o <br />o c <br />N <br />CJ O <br />O O <br />O <br />O <br />O <br />o <br />O <br />O �, <br />O O <br />o 0 <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O O <br />O CD <br />- <br />O O <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O G <br />O O <br />"l <br />211 <br />21(1 <br />209 <br />L 208 <br />207 <br />206 <br />w 205 w 204 <br />w 203 <br />�� 202 <br />201 <br />200 �1 l.J9 <br />w w <br />W <br />N <br />5,050 SFi <br />� <br />w 5,050 SFi <br />N 5,050 SFi <br />m <br />2FA 5,050 SFt <br />5,050 SFi <br />5,050 SFi <br />co <br />N 5,050 SFi cJ 5,050 SFt <br />c <br />c`J 5,050 SFt <br />c� 5,050 SFt <br />00 <br />5,050 SFE <br />� co <br /><`1 5,050 SFt N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />C`J <br />O O <br />N N <br />O O <br />N N <br />O <br />N <br />O <br />N <br />O <br />N <br />OCD <br />N N <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O <br />O O <br />O O <br />O <br />O <br />O <br />O O <br />Z Z <br />Z Z <br />Z <br />Z <br />Z Z <br />rir�r} <br />W <br />W <br />J <br />1725-000 <br />ri® <br />50.50' <br />1 50.50' <br />1 50.50' <br />50.50' <br />1 50.50' <br />50.50' <br />50.50' 50.50' <br />50.50' <br />1 50.50' <br />1 50.50' <br />50.50' <br />(J -� <br />Z n <br />53.06' <br />N89'39'32"W <br />1 52.50' <br />N89'39'32"W <br />1 52.50' <br />N89°39'32"W <br />52.50' <br />N8939'32"W <br />52.50' <br />N89°39'32"W <br />52.50' <br />N89 -39'32"W <br />52.50' <br />N89°39'32'W <br />52.50' <br />N89°39'32"'W <br />52.50' <br />N89'39'32"'N <br />52.50' <br />N89'39'32"W <br />52.50' <br />N89'39'32"W <br />169 <br />5,306 SFi <br />O <br />O <br />O <br />O <br />W 170 <br />N 5,250 SFi <br />O <br />CJ <br />O <br />Z <br />- -�- - -53.06'- - -B- - -52.50'- - <br />O <br />O <br />O <br />O <br />O <br />O <br />178 <br />O <br />O <br />LLI <br />O <br />O <br />N 5,250 SFt <br />O <br />O <br />U <br />N <br />CJ W_ <br />C3 <br />O <br />(J -� <br />Z n <br />171 <br />WI <br />172 <br />w <br />173 <br />00 <br />5,250 SFi <br />N <br />5,250 SFi Ld <br />5,250 SFt <br />N <br />W <br />N <br />CL <br />N <br />O <br />C] <br />rD <br />O <br />Ln <br />T <br />- <br />- -52.50'- - <br />-' <br />- -52.50'_ ��- <br />L_ -9- 52.50' <br />NORTHINGTON DRIVE <br />O <br />O <br />O <br />O <br />174 <br />N 5,250 SFi <br />O <br />CJ <br />O <br />O <br />Z_ <br />O <br />O <br />O <br />O <br />w 175 <br />N 5,250 SFt <br />�1 <br />C> <br />Z <br />O <br />O <br />O <br />O <br />4, 176 <br />cX] <br />N 5,250 SFi- <br />N <br />O <br />O <br />Z <br />- - 52.50' - -I-- - ,2.50'- - --0- - ,2.50'- - <br />N89°39'32"W 844.43'(T) <br />N89'39'32"W 905.43'(M -M) <br />CD 0 <br />O <br />O <br />O <br />O <br />177 <br />178 <br />LLJ <br />LLI <br />N 5,250 SFi <br />N 5,250 SFt <br />O <br />N <br />U <br />N <br />CJ W_ <br />O <br />Z <br />(J -� <br />Z n <br />-- - -52.50'- - ---/- -52.50' <br />- — -- <br />-- <br />-- <br />_ N89°33'01"W 1798.01'(T)(BOUNDARY) <br />UNION i'ACJFIC F�AJI READ <br />CD <br />O <br />O <br />O <br />LA 179 <br />a <br />N 5,250 Sri <br />O <br />N <br />O <br />- -52.50'- - <br />CITY OF TRACY <br />COUNTY OF SAN JOAQUIN <br />�fG <br />GRAPHIC SCALE <br />REFERENCES: <br />SEE SHEET 3 FOR REFERENCES <br />SHEET 6 OF 8 <br />