|
CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />C13
<br />25.00'
<br />90'00'00"
<br />39.27'
<br />C17
<br />25.00'
<br />89'08'38"
<br />38.90'
<br />C18
<br />25.00'
<br />90'51'22"
<br />39.64'
<br />C19
<br />25.00'
<br />87'44'06"
<br />38.28'
<br />C20
<br />1316.00'
<br />1'24'32"
<br />32.37'
<br />LINE TABLE
<br />NO
<br />BEARING
<br />LENGTH
<br />L3
<br />N88'48'10"W
<br />19.66' -
<br />L4
<br />N00'20'28"E
<br />8.00'
<br />L9
<br />L10
<br />N88'48'10"W
<br />N88'48'10" 4V
<br />19.24'
<br />30.59'-
<br />L13
<br />N16'24'18"E
<br />28.00' f
<br />JJ
<br />(M -M)
<br />(M -M)
<br />,R)
<br />�J
<br />37
<br />412'5j28 3.}1.87'(M 1 w
<br />M' (M
<br />-M)
<br />C,5j98, % 4- --- - - f L9
<br />a
<br />302'5j„ R-1316.0 0� 34=15'1228" t_=349
<br />01'20"- _ w
<br />L=69.12' -
<br />/
<br />139
<br />8,742 SFt �� 140
<br />w
<br />8,247 SFf
<br />V
<br />U
<br />z
<br />70.63'
<br />28 6 °48�39�W
<br />69.51'
<br />N86'48'39"W
<br />13.39'
<br />!"W 62.88'
<br />70.00'
<br />L=69.42' - -
<br />LQ
<br />clO
<br />G
<br />141
<br />7,510 SFt M'
<br />r`.
<br />O
<br />z
<br />N89'39'32"W 75.32'
<br />70.00'
<br />lw
<br />L=50.09'
<br />142
<br />7,521 SFt
<br />N89'39'32"W 81.80'
<br />80.00'
<br />REFERENCES:
<br />SEE SHEET 3 FOR REFERENCES
<br />JJ
<br />(11)
<br />-TRAc� f JC)77
<br />CORDELIA LANE
<br />o'
<br />i
<br />N88'48'10"W 305 86'(M-M)(T) (M -M)
<br />--
<br />o
<br />-
<br />53.6 8, -
<br />o _-
<br />_ _
<br />256.03'(M -M)- - ti
<br />�i�20.00'(M-PL)
<br />Lil
<br />1 o
<br />C
<br />52.34'
<br />C� c'
<br />o
<br />».
<br />CL
<br />7,000 SFS
<br />N89'39'32"W 100.00'
<br />{ .
<br />CS o
<br />NN88'4810W 286.32'(T)
<br />f
<br />L352.63'
<br />53.
<br />-�
<br />CD
<br />7CIA
<br />4.63-f_=777775.4C20
<br />30.29'o -
<br />O110
<br />H
<br />44
<br />oCD
<br />Vit]
<br />v
<br />civ
<br />w
<br />b
<br />N
<br />o
<br />-/
<br />Lil
<br />115
<br />7,866 SFi
<br />5'
<br />C
<br />o z
<br />i
<br />h'
<br />I
<br />--I
<br />o
<br />z
<br />o
<br />».
<br />CL
<br />7,000 SFS
<br />N89'39'32"W 100.00'
<br />{ .
<br />5' PILE
<br />---I
<br />d-
<br />(D
<br />J
<br />0
<br />CD
<br />05
<br />28.00,
<br />1zz///////Z///
<br />7,000 SFt
<br />ct)
<br />I
<br />U
<br />100.00'
<br />N89'39'32 "''WCIA
<br />I
<br />r.,
<br />0
<br />88
<br />I%
<br />(T)
<br />TOTAL
<br />28 00'
<br />%
<br />(R)
<br />- -
<br />-A=2'35'46`
<br />L=44.04'
<br />O
<br />9,076 SFl-
<br />L
<br />(M -PL)
<br />MONUMENT TO PROPERTY LINE
<br />O
<br />EOUND STANDARD STREET MONUMENT
<br />N
<br />��
<br />W
<br />R -972.00'
<br />30.04'-
<br />I
<br />- - - -70.00' - - - - 70.00'-
<br />r+
<br />- 55.00'--
<br />�' �;�
<br />��
<br />FOUND STANDARD STREET MONUMENT, LS
<br />I
<br />C/1
<br />4=13'1910"
<br />L=225.96' T i
<br />FOUND REBAR AND CAP, LS 8164, PER
<br />N89'39'32"W 225.04'
<br />TRACT 3872 (42 M&P 91)
<br />STANDARD STREET MONUMENT, LS 7960 TO
<br />7,000 SFt
<br />1
<br />DOCUMENT NUMBER
<br />z
<br />BREWER STREETI
<br />PUBLIC UTILITY EASEMENT
<br />AC
<br />N89'39'32"W 100.00
<br />i;
<br />1�
<br />' C
<br />r`
<br />o
<br />CY _ R=1000.00_
<br />22x04
<br />O
<br />53.00'
<br />\
<br />CV
<br />N
<br />✓.�
<br />4=13'19'10" L=232.47'(M
<br />f`
<br />9
<br />O110
<br />H
<br />44
<br />oCD
<br />Vit]
<br />v
<br />7,290 S{=1
<br />w
<br />b
<br />N
<br />o
<br />a
<br />CD
<br />117 116
<br />7,000 SFt w 7,000 SFE
<br />�y
<br />o
<br />o
<br />o
<br />w o
<br />115
<br />7,866 SFi
<br />5'
<br />PUE
<br />o z
<br />i
<br />h'
<br />I
<br />--I
<br />o
<br />z
<br />o
<br />».
<br />EASEMENT LINE
<br />7,000 SFS
<br />N89'39'32"W 100.00'
<br />{ .
<br />5' PILE
<br />---I
<br />d-
<br />(D
<br />J
<br />0
<br />CD
<br />05
<br />f�
<br />1zz///////Z///
<br />7,000 SFt
<br />ct)
<br />I
<br />U
<br />100.00'
<br />N89'39'32 "''WCIA
<br />I
<br />r.,
<br />0
<br />RECORD DATA AS NOTED
<br />(T)
<br />TOTAL
<br />28 00'
<br />I
<br />(R)
<br />- -
<br />-A=2'35'46`
<br />L=44.04'
<br />O
<br />MONUMENT TO MONUMENT
<br />L
<br />(M -PL)
<br />MONUMENT TO PROPERTY LINE
<br />O
<br />EOUND STANDARD STREET MONUMENT
<br />o
<br />��
<br />W
<br />R -972.00'
<br />30.04'-
<br />-
<br />- - - -70.00' - - - - 70.00'-
<br />- - -
<br />- 55.00'--
<br />�' �;�
<br />��
<br />FOUND STANDARD STREET MONUMENT, LS
<br />I
<br />C/1
<br />4=13'1910"
<br />L=225.96' T i
<br />FOUND REBAR AND CAP, LS 8164, PER
<br />N89'39'32"W 225.04'
<br />TRACT 3872 (42 M&P 91)
<br />STANDARD STREET MONUMENT, LS 7960 TO
<br />7,000 SFt
<br />DN
<br />DOCUMENT NUMBER
<br />BREWER STREETI
<br />PUBLIC UTILITY EASEMENT
<br />AC
<br />ACRES
<br />SF
<br />SQUARE FEET
<br />WLE
<br />CY _ R=1000.00_
<br />22x04
<br />Cd
<br />C4
<br />53.00'
<br />=�,
<br />4=13'19'10" L=232.47'(M
<br />M�
<br />'278.04'(M
<br />_
<br />_
<br />_
<br />Q
<br />N89"39'32'°W 100.00'
<br />i
<br />N89'.39'32"W -M)
<br />cJ �
<br />J O
<br />O N O
<br />O V I
<br />NOTES SEE SHEET 8
<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 />1725-000
<br />87
<br />Ft
<br />N89',39'32"W 100.00'
<br />- 28.00' I
<br />I I
<br />76
<br />I
<br />I I
<br />I I I
<br />86
<br />I
<br />0
<br />IC)
<br />Jl"1
<br />112
<br />LOT LINE/RIGHT-OF-WAY LINE
<br />N89'39'32"W 100.00'
<br />cJ �
<br />J O
<br />O N O
<br />O V I
<br />NOTES SEE SHEET 8
<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 />1725-000
<br />87
<br />Ft
<br />N89',39'32"W 100.00'
<br />- 28.00' I
<br />I I
<br />76
<br />I
<br />I I
<br />I I I
<br />86
<br />I
<br />0
<br />BOUNDARY LINE
<br />7,000 SFt
<br />o
<br />LOT LINE/RIGHT-OF-WAY LINE
<br />N89'39'32"W 100.00'
<br />1
<br />EASEMENT LINE
<br />_ -
<br />5' PUE
<br />---I
<br />d-
<br />(D
<br />J
<br />0
<br />---------------------
<br />05
<br />f�
<br />1zz///////Z///
<br />7,000 SFt
<br />ct)
<br />I
<br />U
<br />100.00'
<br />N89'39'32 "''WCIA
<br />I
<br />r.,
<br />0
<br />RECORD DATA AS NOTED
<br />(T)
<br />TOTAL
<br />I
<br />(R)
<br />RADIAL
<br />I
<br />O
<br />MONUMENT TO MONUMENT
<br />(M -PL)
<br />MONUMENT TO PROPERTY LINE
<br />O
<br />79
<br />TRACT NO, 3906
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />ELUSARDFNS -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 WL"ThIN SECTION 6, TOWNSHIP 3 SOUTH,
<br />RANGE 5 EAST, MOUNT DIABLO BASE AND MERIDIAN
<br />CITY OF TRACY, SAN JOAQUIN COUN'T'Y, CALIFORNIA
<br />Carlson, Barbee & Gibson, Inc.
<br />CIVIL ENGINEERS • SURVEYORS • PLANNERS
<br />SAN RAMON, CALIFORNIA
<br />SCALE: I"= 40' FEBRUARY 2019
<br />4
<br />GRAPHIC SCALE
<br />EAS.tS OF BEARINGS:
<br />T'HE LINE BEARING 1,100"13'39"W (CALCULATED) BETWEEN THE CITY OF
<br />(RACY CONTROL MONUMENTS CPS09 AND GPS16 OF THE CITY OF
<br />TRACY MODIFIED CRID SYSTEM, CALCULATED FROM THE CITY OF
<br />TRACY REPORT ON GPS SURVEY PREPARED BY ASSOCIATED
<br />CONSULTANTS GROUP, INC., ON FILE WITH THE 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 />SHEET 7 OF 11
<br />LEGEND
<br />BOUNDARY LINE
<br />LOT LINE/RIGHT-OF-WAY LINE
<br />-- --
<br />EASEMENT LINE
<br />_ -
<br />MONUMENT LINE
<br />�-- -
<br />CITY LIMIT 1 -INE
<br />---------------------
<br />TIE LINE
<br />1zz///////Z///
<br />RESTRICTED ACCESS
<br />ct)
<br />REFERENCE NUMBER
<br />W
<br />(123.45')
<br />RECORD DATA AS NOTED
<br />(T)
<br />TOTAL
<br />W
<br />(R)
<br />RADIAL
<br />Cj
<br />(M -M)
<br />MONUMENT TO MONUMENT
<br />(M -PL)
<br />MONUMENT TO PROPERTY LINE
<br />O
<br />EOUND STANDARD STREET MONUMENT
<br />•
<br />FOUND MONUMENT AS NOTED
<br />CO)
<br />SET STANDARD STREET MONUMENT, LS 7960
<br />O
<br />SET REBAR AND CAP, LS 7960
<br />FOUND STANDARD STREET MONUMENT, LS
<br />8164, PER TRACT 3872 (42 M&P 91)
<br />FOUND REBAR 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 />DN
<br />DOCUMENT NUMBER
<br />PUE
<br />PUBLIC UTILITY EASEMENT
<br />AC
<br />ACRES
<br />SF
<br />SQUARE FEET
<br />WLE
<br />WATER LINE EASEMENT
<br />SHEET 7 OF 11
<br />
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