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BASIS OF BEARINGS: <br />THE LINE BEARING N00'13'39"W (CALCULATED) BETWEEN THE CITY OF <br />TRACY CONTROL MONUMENTS CPS09 AND GPS16 OF THE CITY OF <br />TRACY MODIFIED GRID SYSTEM, CALCULATED FROM THE CITY OF <br />TRACY REPORT ON GPS SURVEY PREPARED BY ASSOCIATED <br />CONSULTANTS GROUP, INC., ON FILE WITH [HE CITY OF TRACY PUBLIC <br />WORKS DEPARTMENTS, WAS USED AS THE BASIS OF BEARINGS FOR <br />THIS MAP, SHOWN HEREON. DISTANCES SHOWN ARE GROUND <br />DISTANCES. <br />NOTES <br />1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED <br />2. SEE SHEET 2 FOR ADDITIONAL NOTES. <br />3. ALL FRONT LINE CORNERS ARE TO BE REFERENCED WITH A NAIL AND <br />TAG SET IN THE SIDEWALK, 1' FROM LOT CORNER ON SIDE LOT LINE <br />PROJECTION. REAR CORNERS ARE TO BE REFERENCED WITH A REBAR <br />AND CAP OR NAIL AND TAG. <br />5 <br />I <br />I <br />I <br />I <br />02 I <br />1725-000 <br />o 80 <br />7,100 SFf <br />I � <br />- I---5' PUE <br />N89'39'32"W 101.43' <br />T prf,NIrt <br />L. <br />-�--^— <br />4 <br />N <br />w <br />.50' <br />TRACT NO, 3906 <br />I <br />BOUNDARY LINE <br />I <br />FOUND MONUMENT AS NOTED <br />t <br />I <br />LOT LINE/RIGHT-OF-WAY LINE <br />L <br />SET STANDARD STREET MONUMENT, LS 7960 <br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORMA <br />w <br />- - - -- -- - - <br />- - - EASEMENT LINE <br />O <br />l <br />� ���"� � ������ � .. PHASE <br />- - - <br />MONUMENT LINE <br />in <br />W <br />MONUMENT, LS <br />o <br />L <br />N <br />N89 3732-W 101.07' <br />8164, PER TRACT 3872 (42 M&P 91) <br />BEING A SUBDIVISION OF PARCEL `2 AS DESCRIBED INTHA'I CERTAIN DEED <br />LO <br />-- TIE LINE <br />.50' <br />N89'39'37W 101.43' <br />RECORDED MAY 24, 2017, AS DOCUMENT NO.2017-058417, OFFICIAL, RECORDS OF <br />N <br />Z <br />I <br />TRACT 3872 (42 M&P 91) <br />SAN JOAQUIN COUNTY, LYING WITHIN SECTION 6, 'TOWNSHIP 3 SOUTH, <br />—,76.43'-ilii70.07- <br />-� <br />I^-5' <br />PUE <br />RANGE S EAST,1✓40UN"1' DIABLO BASE AND MERIDIAN <br />zl <br />REFERENCE NUMBER <br />0 <br />79 <br />CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA <br />(123.45') <br />RECORD DATA AS NOTED <br />CJ <br />DOCUMENT NUMBER <br />Carlson, Barbee & Gibson, Inc. <br />(T) <br />TOTAL <br />PILE <br />7,100 SFf <br />W <br />(R) <br />RADIAL <br />AG <br />9.5' P UE <br />SAN RAMON, CALIFORNIA <br />(M -M) <br />MONUMENT TO MONUMENT <br />4m <br />SQUARE FEET <br />SCALE: i"= 40' FEBRUARY 2019 <br />_ <br />(M -PL) <br />MONUMENT TO PROPERTY LINE <br />WLE <br />WATER LINE EASEMENT <br />N8939'32"W 101.43' <br />o 80 <br />7,100 SFf <br />I � <br />- I---5' PUE <br />N89'39'32"W 101.43' <br />T prf,NIrt <br />L. <br />-�--^— <br />f3 j <br />N <br />w <br />.50' <br />TRACT NO, 3906 <br />I <br />BOUNDARY LINE <br />I <br />FOUND MONUMENT AS NOTED <br />t <br />I <br />LOT LINE/RIGHT-OF-WAY LINE <br />@ <br />SET STANDARD STREET MONUMENT, LS 7960 <br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORMA <br />w <br />- - - -- -- - - <br />- - - EASEMENT LINE <br />O <br />SET REBAR AND GAP, LS 7960 <br />FOUND STANDARD STREET <br />� ���"� � ������ � .. PHASE <br />- - - <br />MONUMENT LINE <br />in <br />W <br />MONUMENT, LS <br />o <br />— — <br />CITY LIMIT LINE <br />N89 3732-W 101.07' <br />8164, PER TRACT 3872 (42 M&P 91) <br />BEING A SUBDIVISION OF PARCEL `2 AS DESCRIBED INTHA'I CERTAIN DEED <br />o <br />CD <br />-- TIE LINE <br />.50' <br />FOUND REBAR AND CAP, LS 8164, PER <br />RECORDED MAY 24, 2017, AS DOCUMENT NO.2017-058417, OFFICIAL, RECORDS OF <br />I <br />Ld <br />N <br />I <br />TRACT 3872 (42 M&P 91) <br />SAN JOAQUIN COUNTY, LYING WITHIN SECTION 6, 'TOWNSHIP 3 SOUTH, <br />—,76.43'-ilii70.07- <br />i RESTRICTED ACCESS <br />I <br />STANDARD STREET MONUMENT, LS 7960 TO <br />RANGE S EAST,1✓40UN"1' DIABLO BASE AND MERIDIAN <br />(#) <br />REFERENCE NUMBER <br />BE SET PER (11) <br />CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA <br />(123.45') <br />RECORD DATA AS NOTED <br />DN <br />DOCUMENT NUMBER <br />Carlson, Barbee & Gibson, Inc. <br />(T) <br />TOTAL <br />PILE <br />PUBLIC UTILITY EASEMENT <br />CIVIL ENGINEER • SURVEYORS • PLANNERS <br />(R) <br />RADIAL <br />AG <br />ACRES <br />SAN RAMON, CALIFORNIA <br />(M -M) <br />MONUMENT TO MONUMENT <br />SF <br />SQUARE FEET <br />SCALE: i"= 40' FEBRUARY 2019 <br />_ <br />(M -PL) <br />MONUMENT TO PROPERTY LINE <br />WLE <br />WATER LINE EASEMENT <br />40' 0' 20' 40" 80' 160' <br />Imo- 1 I <br />C <br />FOUND STANDARD STREET MONUMENT <br />-^ <br />N89°39'32"W 101.07' I <br />I <br />SEE SHEET 5 <br />1 <br />E <br />f3 j <br />N <br />w <br />.50' <br />N89'39'32"W 101.00' <br />I <br />7 <br />I <br />SID <br />t <br />I <br />ti <br />0 <br />I <br />w <br />8,667 SFl N 8,636 SFt <br />w - <br />222 ,,r <br />8,760 SI-± <br />-- ( <br />cp <br />in <br />W <br />o <br />r> <br />C <br />N89 3732-W 101.07' <br />I � <br />N89'39'32"W 1 <br />o <br />CD <br />I <br />.50' <br />N89'39'32"W 101.00' <br />W <br />I <br />Ld <br />N <br />I <br />! <br />I <br />—,76.43'-ilii70.07- <br />N <br />I <br />— -_ <br />72 <br />223 <br />0 <br />z <br />67 <br />CD <br />7,575 srt <br />Lz <br />1 <br />Z <br />i N <br />7,175 SFJ <br />PJ <br />o <br />V <br />� <br />7,035 SFt <br />I <br />Z <br />5' PUE--I <br />-- <br />_ <br />N <br />- �- <br />I--- 5' <br />PUE <br />I <br />w <br />-^ <br />N89°39'32"W 101.07' I <br />I <br />N89'39'32"W 1( <br />� <br />o I <br />N8939'32"W 100.50' <br />z <br />/ <br />2 2- <br />I <br />N <br />.58o <br />71 <br />57 <br />8,630 SF_F <br />68 <br />W <br />8,586 SFi a <br />) <br />N <br />7,075 SFi <br />p <br />o <br />7,175 SFt <br />I <br />2 <br />\ <br />I <br />rn <br />I <br />153-50' <br />I <br />In <br />I <br />H <br />I <br />I <br />N89".39'32"W 101.07' <br />N8939'32"W 1C <br />E <br />- - -' - - - 53.00 _ 53.400 153.50' <br />N89'39'32"W 258.50'(M -M) - - - <br />REFERENCES: <br />SLL STILL! 3 FOR REFERENCES <br />N89'39'32"W 1517.937) <br />r <br />D1,] 0 J 1 05E 11 1 <br />N89'39'32"W 259.50'(M -M) <br />RIO GRANDE DRIVE <br />h <br />N <br />w <br />.50' <br />N89'39'32"W 101.00' <br />I <br />7 <br />I <br />SID <br />h 69 <br />I <br />LTJ <br />0 <br />I <br />w <br />8,667 SFl N 8,636 SFt <br />w - <br />222 ,,r <br />8,760 SI-± <br />-- ( <br />cp <br />28.00' 28_00'TO <br />28.00' <br />r> <br />C <br />-- _ <br />I � <br />7,070 SFt <br />I <br />.50' <br />N89'39'32"W 101.00' <br />mL <br />Ld <br />N <br />I <br />N89°39'32"W 100.50' <br />I <br />—,76.43'-ilii70.07- <br />— -_ <br />N89'39'32"W 152.50' <br />223 <br />0 <br />z <br />5' PUE-^-1 <br />- <br />0 <br />Lz <br />NI <br />53 OU' <br />c <br />1 2 50' <br />i N <br />I <br />Ni <br />- - -' - - - 53.00 _ 53.400 153.50' <br />N89'39'32"W 258.50'(M -M) - - - <br />REFERENCES: <br />SLL STILL! 3 FOR REFERENCES <br />N89'39'32"W 1517.937) <br />r <br />D1,] 0 J 1 05E 11 1 <br />N89'39'32"W 259.50'(M -M) <br />RIO GRANDE DRIVE <br />I <br />I <br />I <br />N <br />w <br />.50' <br />N89'39'32"W 101.00' <br />I <br />1 <br />I <br />N <br />9.5' PUE-® <br />I <br />CD <br />Z <br />0 <br />I <br />w <br />W 0 0 <br />w <br />222 ,,r <br />C; 7,070 SFt PUE--j <br />-- <br />cp <br />o <br />r> <br />C <br />J <br />7,070 SFt <br />I <br />.50' <br />N89'39'32"W 101.00' <br />mL <br />- - -' - - - 53.00 _ 53.400 153.50' <br />N89'39'32"W 258.50'(M -M) - - - <br />REFERENCES: <br />SLL STILL! 3 FOR REFERENCES <br />N89'39'32"W 1517.937) <br />r <br />D1,] 0 J 1 05E 11 1 <br />N89'39'32"W 259.50'(M -M) <br />RIO GRANDE DRIVE <br />J <br />NO <br />I <br />=1 <br />I <br />1 <br />9.5' PUE-® <br />- <br />I <br />w <br />59 <br />222 ,,r <br />6 <br />cp <br />r> <br />C <br />J <br />7,070 SFt <br />I <br />r <br />Ld <br />N <br />I <br />N89°39'32"W 100.50' <br />I <br />223 <br />0 <br />z <br />5' PUE-^-1 <br />- <br />0 <br />Lz <br />z <br />o <br />55 <br />-J- <br />J N <br />I <br />V <br />� <br />7,035 SFt <br />0 <br />= <br />I <br />LJ <br />I <br />N <br />-^ <br />I--5' <br />PUE <br />o <br />� <br />o I <br />N8939'32"W 100.50' <br />z <br />/ <br />2 2- <br />N <br />.58o <br />- - -' - - - 53.00 _ 53.400 153.50' <br />N89'39'32"W 258.50'(M -M) - - - <br />REFERENCES: <br />SLL STILL! 3 FOR REFERENCES <br />N89'39'32"W 1517.937) <br />r <br />D1,] 0 J 1 05E 11 1 <br />N89'39'32"W 259.50'(M -M) <br />RIO GRANDE DRIVE <br />J <br />NO <br />I <br />=1 <br />I <br />9.5' PUE-® <br />- <br />w <br />59 <br />I <br />6 <br />cp <br />r> <br />C <br />J <br />7,070 SFt <br />7,035 SFt <br />I <br />z <br />5' PUE-^-1 <br />- <br />0 <br />Lz <br />N89°39'32"W 101.00' <br />I <br />I <br />I <br />50' <br />N893932W 100.50' <br />I <br />I <br />� <br />I <br />N <br />.58o <br />57 <br />8,630 SF_F <br />I <br />8,586 SFi a <br />) <br />28_00' ( 28_00' <br />- <br />2 <br />\ <br />153-50' <br />In <br />, <br />N89'39'32" W <br />- - -' - - - 53.00 _ 53.400 153.50' <br />N89'39'32"W 258.50'(M -M) - - - <br />REFERENCES: <br />SLL STILL! 3 FOR REFERENCES <br />N89'39'32"W 1517.937) <br />r <br />D1,] 0 J 1 05E 11 1 <br />N89'39'32"W 259.50'(M -M) <br />RIO GRANDE DRIVE <br />N89 39 32 W 75.50 <br />I o c'i o <br />I � ttJ co <br />53.00'� 53.00' _ `J 75_50' <br />N8939'32"W 128.50'(,M -PL) <br />N82'39'43"W 2951.06'(M -M; <br />GPS -11(5)(7) <br />SEE DETAIL A <br />SHEET 3 <br />2125 <br />225 <br />GRAPHIC SCALE <br />CURVE TABLE <br />NO <br />RADIUS DELTA LENGTH <br />013 <br />25.00' 90°00'00" 39.[T <br />N89 39 32 W 75.50 <br />I o c'i o <br />I � ttJ co <br />53.00'� 53.00' _ `J 75_50' <br />N8939'32"W 128.50'(,M -PL) <br />N82'39'43"W 2951.06'(M -M; <br />GPS -11(5)(7) <br />SEE DETAIL A <br />SHEET 3 <br />2125 <br />225 <br />GRAPHIC SCALE <br />— I \ <br />N89'33'01"W 127.90'(M -PL) <br />RIO GRANDE DRIVE <br />227 <br />228 <br />SHEET 6 OF 11 <br />I <br />Ll, <br />SLl <br />4 <br />I <br />J <br />0 <br />Lz <br />I <br />I <br />— <br />— I \ <br />N89'33'01"W 127.90'(M -PL) <br />RIO GRANDE DRIVE <br />227 <br />228 <br />SHEET 6 OF 11 <br />