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 />
|