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
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<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
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<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-
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<br />U
<br />Q
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<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
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<br />CD
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<br />5'
<br />PUE
<br />CV
<br />IZ�
<br />I
<br />I
<br />5' PUE
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<br />N8939'32"W 101.43'
<br />N89'39'32"W 101.07'
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<br />8
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<br />'a
<br />7,100 SF
<br />7,075 SFE
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<br />CII
<br />(
<br />-2
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<br />_o
<br />N89'39'32"W 101.43'
<br />N89°:19'32"'h' 101,07'
<br />CID
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<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
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<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
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<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
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<br />U
<br />Q
<br />fj
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<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 />
|