|
NO TF.
<br />L 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 />�A=13'19'10° L=232.47'(M-
<br />I
<br />R=1028.00'
<br />1 O V
<br />cJ O
<br />.n z
<br />BREWER STREET N I
<br />N89'39'32°W 278.04'(M --M)
<br />225.04' 53.00'
<br />bI
<br />O I
<br />4=13'19'10"
<br />L=238.97'(T) N
<br />- - - - - - - -
<br />r�
<br />I
<br />NO
<br />RADIUS
<br />N89'39'32" W' 225.04'
<br />I
<br />C13
<br />25.00'
<br />1Jd
<br />39.21'
<br />117
<br />-
<br />- -C21 - -30.04'
<br />11�
<br />!
<br />1ID
<br />j
<br />-
<br />- - 70.00'--
<br />5' PUE--I
<br />I
<br />--
<br />*1
<br />N89'39'32"W 100.00'
<br />•
<br />FOUND MONUMENT AS NOTED
<br />O
<br />CG
<br />0
<br />Z
<br />I
<br />0
<br />-
<br />9 I--
<br />8164, PER TRACT 3872 (42 M&P 91)
<br />FOUND REBAR AND CAP, LS 8164, PER
<br />W
<br />'W
<br />O
<br />U
<br />NO2'34'07"E R)
<br />7,000 SF±o
<br />r'
<br />: �
<br />:D
<br />DN
<br />DOCUMENT NUMBER
<br />PUE
<br />PUBLIC UTILITY EASEMENT
<br />AC
<br />AC1�ES
<br />I
<br />SQUARE FEET
<br />WLE
<br />WATER LINE EASEMENT
<br />W
<br />O
<br />O
<br />�A=13'19'10° L=232.47'(M-
<br />I
<br />R=1028.00'
<br />1 O V
<br />cJ O
<br />.n z
<br />BREWER STREET N I
<br />N89'39'32°W 278.04'(M --M)
<br />225.04' 53.00'
<br />bI
<br />O I
<br />4=13'19'10"
<br />L=238.97'(T) N
<br />- - - - - - - -
<br />r�
<br />I
<br />NO
<br />RADIUS
<br />N89'39'32" W' 225.04'
<br />I
<br />C13
<br />25.00'
<br />90'00'00"
<br />39.21'
<br />- - -- - - -
<br />-
<br />- -C21 - -30.04'
<br />_ 39.97'
<br />TOTAL
<br />70.00'
<br />-� 1 g
<br />-
<br />- - 70.00'--
<br />5' PUE--I
<br />I
<br />--
<br />*1
<br />N89'39'32"W 100.00'
<br />•
<br />FOUND MONUMENT AS NOTED
<br />O
<br />CG
<br />0
<br />Z
<br />I
<br />0
<br />-
<br />9 I--
<br />8164, PER TRACT 3872 (42 M&P 91)
<br />FOUND REBAR AND CAP, LS 8164, PER
<br />W
<br />'W
<br />O
<br />U
<br />NO2'34'07"E R)
<br />7,000 SF±o
<br />r'
<br />: �
<br />:D
<br />DN
<br />DOCUMENT NUMBER
<br />PUE
<br />PUBLIC UTILITY EASEMENT
<br />AC
<br />AC1�ES
<br />I
<br />SQUARE FEET
<br />WLE
<br />WATER LINE EASEMENT
<br />W
<br />O
<br />O
<br />a-
<br />C_ O
<br />O
<br />O
<br />O
<br />0
<br />0
<br />c,
<br />112
<br />113
<br />114
<br />w
<br />7,010 SF±
<br />�
<br />7,000 SF±
<br />0
<br />7,000 SF±
<br />7,866 SF±
<br />C`J
<br />CJ
<br />C,1
<br />CJ
<br />Z
<br />Z
<br />O
<br />p
<br />N89'39'32"W 70.00'
<br />N8939'32"W
<br />70.00'
<br />N8939'32"W 70.00'
<br />N89'39'32"W 80.00'
<br />0
<br />0
<br />o
<br />O
<br />c�
<br />ci
<br />O
<br />o
<br />O
<br />0
<br />J
<br />97
<br />96
<br />95
<br />`O-
<br />94
<br />LJ
<br />U,
<br />0
<br />7,000 SF±
<br />N
<br />7,000 SF±
<br />0
<br />7,000 SF±
<br />.�
<br />7,866 SF±
<br />`__D
<br />v
<br />c
<br />cc'a
<br />5' PUE
<br />-=I
<br />CD
<br />v
<br />u'
<br />---70.00'----
<br />----
<br />70.00'---
<br />----70
<br />OU'- --
<br />----55.00'---�
<br />v
<br />N89'3932'W 494.97-(T) i
<br />N89'.39'32°W 530.93'(M --M)
<br />CURVE TABLE
<br />0
<br />of �I
<br />- - - - - - - -
<br />r�
<br />I
<br />NO
<br />RADIUS
<br />DELT
<br />LEPJCTH
<br />C13
<br />25.00'
<br />90'00'00"
<br />39.21'
<br />C21
<br />1028.00'
<br />2'13'39"
<br />_ 39.97'
<br />1725-000
<br />RIO GRA E DRIVE
<br />N
<br />REFERENCES:
<br />LACES:
<br />SEE SHEET 3 FOR REFERENCES
<br />SEE SIIEET 7
<br />J U
<br />N89'39'32"W 100.00'
<br />I
<br />I--5' POE
<br />91 0
<br />0
<br />7,000 SFL
<br />1--9.5' PUE
<br />N89'39'32"W 100.00'
<br />F'
<br />I 1
<br />i O O 4 O 92
<br />i % o 7,000 SF±
<br />cD
<br />O
<br />w �
<br />1-.-5' PUE
<br />I N (V
<br />roN89'39'37_"W 100.00'
<br />0
<br />of �I
<br />- - - - - - - -
<br />r�
<br />I
<br />I
<br />w
<br />I,--2-____
<br />--------------------
<br />TIE LINE
<br />i RESTRICTED ACCESS
<br />N
<br />I ;
<br />I F-
<br />c�
<br />I;
<br />I
<br />TOTAL
<br />O
<br />O
<br />O
<br />(M -M)
<br />r -
<br />5' PUE--I
<br />I
<br />--
<br />REFERENCES:
<br />LACES:
<br />SEE SHEET 3 FOR REFERENCES
<br />SEE SIIEET 7
<br />J U
<br />N89'39'32"W 100.00'
<br />I
<br />I--5' POE
<br />91 0
<br />0
<br />7,000 SFL
<br />1--9.5' PUE
<br />N89'39'32"W 100.00'
<br />F'
<br />I 1
<br />i O O 4 O 92
<br />i % o 7,000 SF±
<br />cD
<br />O
<br />w �
<br />1-.-5' PUE
<br />I N (V
<br />roN89'39'37_"W 100.00'
<br />93
<br />8,543 SF±
<br />28.00 28.00' 1 ;II,
<br />\ 1
<br />0
<br />�I
<br />I C7 4•)
<br />I O
<br />53.00' 53.00'
<br />PA SI r J
<br />DN 20 17-050 1 17
<br />N89°39'32°W 100.00'
<br />o
<br />0
<br />I
<br />- - - - - - - -
<br />r�
<br />I
<br />I
<br />w
<br />84 v
<br />--------------------
<br />TIE LINE
<br />i RESTRICTED ACCESS
<br />N
<br />7,000 SF±
<br />(123.45')
<br />RECORD DATA AS NOTED
<br />(T)
<br />TOTAL
<br />O
<br />RADIAL
<br />(M -M)
<br />z
<br />5' PUE--I
<br />I
<br />--
<br />*1
<br />N89'39'32"W 100.00'
<br />•
<br />FOUND MONUMENT AS NOTED
<br />O
<br />CG
<br />0
<br />Z
<br />I
<br />0
<br />FOUND STANDARD STREET MONUMENT, LS
<br />8164, PER TRACT 3872 (42 M&P 91)
<br />FOUND REBAR AND CAP, LS 8164, PER
<br />W
<br />'W
<br />O
<br />93
<br />8,543 SF±
<br />28.00 28.00' 1 ;II,
<br />\ 1
<br />0
<br />�I
<br />I C7 4•)
<br />I O
<br />53.00' 53.00'
<br />PA SI r J
<br />DN 20 17-050 1 17
<br />N89°39'32°W 100.00'
<br />o
<br />0
<br />I
<br />- - - - - - - -
<br />r�
<br />I
<br />I
<br />w
<br />84 v
<br />--------------------
<br />TIE LINE
<br />i RESTRICTED ACCESS
<br />N
<br />7,000 SF±
<br />(123.45')
<br />RECORD DATA AS NOTED
<br />(T)
<br />TOTAL
<br />O
<br />RADIAL
<br />(M -M)
<br />z
<br />5' PUE--I
<br />I
<br />--
<br />*1
<br />N89'39'32"W 100.00'
<br />•
<br />FOUND MONUMENT AS NOTED
<br />O
<br />CG
<br />0
<br />SET REBAR AND CAP, LS 7960
<br />0
<br />FOUND STANDARD STREET MONUMENT, LS
<br />8164, PER TRACT 3872 (42 M&P 91)
<br />FOUND REBAR AND CAP, LS 8164, PER
<br />W
<br />'W
<br />O
<br />U
<br />7,000 SF±o
<br />r'
<br />: �
<br />cV
<br />DN
<br />DOCUMENT NUMBER
<br />PUE
<br />PUBLIC UTILITY EASEMENT
<br />AC
<br />AC1�ES
<br />I
<br />SQUARE FEET
<br />N89'39'32"W 100.00'
<br />N89'39'32"W 150.00'
<br />150.00'
<br />N89'39'2"W 256.00'(M -M)
<br />1485.09'(LOT LI
<br />N89'39'32"W 1517.
<br />82
<br />LOT LINE/RIGHT-OF-WAY LINE
<br />- - - - - - - -
<br />- - EASEMENT LINE
<br />8,543 SF±
<br />I
<br />�-- ----°
<br />I`
<br />--------------------
<br />TIE LINE
<br />I Q
<br />I ;>
<br />! 53.00
<br />{J
<br />I I
<br />I I J1
<br />I
<br />28.00'- ;I\
<br />i
<br />0
<br />�i
<br />258.50°(M -M) O
<br />00 N89'39'32"W f
<br />4 ce
<br />.?"3 ('17
<br />TRACT NO, 3906
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />ELI_JS GARDENS - PHASE 2
<br />BEING A SUBUNISION OF PARCEL 2 AS DESCRIBED IN'THAT CERTAIN DEED
<br />REC'ORUED MAY 24, 2017, AS DOCUMENT NO. 2017-058417, OFFICIAL RECORDS OF
<br />SAN JOAQUIN COUNTY, LYING WITIIIN SECTION 6, TOWNSIIIP 3 SOUTH,
<br />RANGE 5 EAST, MOUNT DIABLO BASE AND MERIDIAN
<br />CI'T'Y OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br />Carlson, Barbee & Gibson, Inc.
<br />CIVIL ENGINEERS • SURVEYORS • PLANNERS
<br />SAN RAMON, CALIFORNIA
<br />SCALE: P= 40' FEBRUARY 2019
<br />40' 0' 20' 40' $0' 160'
<br />GRAPHIC SCALE
<br />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 Cl FY OF
<br />TRACY REPORT ON GPS SURVEY PREPARED BY ASSOCIATED
<br />CONSULFANTS GROUP, INC., ON FILE WITH THE CITY OF TRACY PUBLIC
<br />`NCRKS,DEPARTMENTS, WAS USED AS THE BASIS OF BEARINGS FOR
<br />HIS MAP, SHOWN HEREON. DISTANCES SHOWN ARE GROUND
<br />DISTANCES.
<br />l FG F,NI1
<br />-
<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 />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 10 MONUMENT
<br />(M -PL)
<br />MONUMENT TO PROPERTY LINE
<br />*1
<br />FOUND STANDARD STREET MONUMENF
<br />•
<br />FOUND MONUMENT AS NOTED
<br />O
<br />SET STANDARD STREET MONUMENT, LS 7960
<br />U
<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 1-0
<br />BE SET PER (11)
<br />DN
<br />DOCUMENT NUMBER
<br />PUE
<br />PUBLIC UTILITY EASEMENT
<br />AC
<br />AC1�ES
<br />SF
<br />SQUARE FEET
<br />WLE
<br />WATER LINE EASEMENT
<br />SHEET $ OF 1'I
<br />
|