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PA R c r il,
<br />D1\1 2017-058417
<br />v °.
<br />146
<br />7,000 SF±
<br />9S
<br />145
<br />7,139 SF±
<br />7
<br />'0 'W
<br />0 00;
<br />z d„f.OR, 1033•x,0,
<br />10»
<br />/ N77'28'26"
<br />143
<br />8,261 SF±
<br />144
<br />9,428 SF±
<br />C22
<br />N9'58'O3"E(R)
<br />REFERENCES:
<br />SEE SHEET 3 FOR REFERENCES
<br />LINE TABLE
<br />NO
<br />L1
<br />BEARING
<br />N39'27'05°E
<br />! FNGTH
<br />52.56'
<br />C2 25.00' 89°40'06"
<br />1
<br />I
<br />CURVE TABLE
<br />"45.02'
<br />NO RADIUS DELTA
<br />LENGTH
<br />C2 25.00' 89°40'06"
<br />39.13'
<br />I
<br />CITY UTAI r LINE
<br />TRACT NO, 3906
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />ELLIS GARDENS
<br />-PRASE 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 WITIRN SECTION 6, TOWNSHIP 3 SQUILL
<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: I"= 40' FEBRUARY 2019
<br />10' 0' 20' 40' 80' 160'
<br />548y,
<br />132
<br />8,836 SF±
<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 />1725-000
<br />�s
<br />Ib
<br />h=2'19'49"- —C26 h=7,�4,C
<br />L=69.42' — - — - L=53.52' 4' —
<br />134
<br />7,445 SF±
<br />N83'55'50"W
<br />33.18'
<br />N 10'09
<br />x,
<br />12r
<br />SEE SHEET 10
<br />O
<br />c"
<br />:n
<br />cv
<br />0
<br />z
<br />-
<br />-)
<br />IL
<br />4)
<br />N09'
<br />r
<br />135
<br />136
<br />8.619 SF± -
<br />1.198,
<br />LI3(R)-
<br />4 =5.5
<br />2'02„
<br />„1—/0.05'
<br />IO,LLi Ft 137
<br />v p
<br />9,873 SF±
<br />4'09"W 2.5.44' z
<br />l
<br />4954,
<br />5r2� 84' 0� W
<br />42.44'
<br />N81 }'2 N80.14 "W 70.
<br />1 2 2 23 02'
<br />12]
<br />r''' 1288.00'
<br />A, 00,
<br />d7•37, 8�'349.30'�4.�
<br />C27 1
<br />3,98,
<br />N 13'52'
<br />138
<br />10,140 SF±
<br />00'21"�
<br />7.x.57
<br />�J 1
<br />OD
<br />C
<br />1 3
<br />l
<br />4-
<br />z
<br />T
<br />GRAPHIC SCALE
<br />BASIS OF BEARINGS:
<br />THE LINE BEARING 1,400°1.3'39"W (CALCULATED) BETWEEN THE CITY OF
<br />TRACY CONTROL MONUMENTS GPS09 AND CPS16 OF THE CITY OF
<br />TRACY MODIFIED GRID SYSTEM, CALCULATED FROM THE CITY OF
<br />TRACY REPORT ON CPS SURVEY PREPARED BY ASSOCIATED
<br />CONSULTANTS GROUP, INC., ON FILE WITH THE CITY OF TRACY PUBLIC
<br />WORKS DEPAR IMENTS, WAS USED AS THE BASIS OF BEARINGS FOR
<br />THIS MAP, SHOWN HEREON. DISTANCES SHOWN ARE GROUND
<br />DISTANCES.
<br />LEGEND
<br />s�mail�c���raro
<br />"45.02'
<br />�?
<br />& 1 `05'57"_
<br />— —
<br />L=25.24'
<br />L
<br />CITY UTAI r LINE
<br />e
<br />133
<br />8,U4-2 SF±
<br />33'55'50"W
<br />IOc 50'
<br />_
<br />(123.45')
<br />1 2 41
<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 />1725-000
<br />�s
<br />Ib
<br />h=2'19'49"- —C26 h=7,�4,C
<br />L=69.42' — - — - L=53.52' 4' —
<br />134
<br />7,445 SF±
<br />N83'55'50"W
<br />33.18'
<br />N 10'09
<br />x,
<br />12r
<br />SEE SHEET 10
<br />O
<br />c"
<br />:n
<br />cv
<br />0
<br />z
<br />-
<br />-)
<br />IL
<br />4)
<br />N09'
<br />r
<br />135
<br />136
<br />8.619 SF± -
<br />1.198,
<br />LI3(R)-
<br />4 =5.5
<br />2'02„
<br />„1—/0.05'
<br />IO,LLi Ft 137
<br />v p
<br />9,873 SF±
<br />4'09"W 2.5.44' z
<br />l
<br />4954,
<br />5r2� 84' 0� W
<br />42.44'
<br />N81 }'2 N80.14 "W 70.
<br />1 2 2 23 02'
<br />12]
<br />r''' 1288.00'
<br />A, 00,
<br />d7•37, 8�'349.30'�4.�
<br />C27 1
<br />3,98,
<br />N 13'52'
<br />138
<br />10,140 SF±
<br />00'21"�
<br />7.x.57
<br />�J 1
<br />OD
<br />C
<br />1 3
<br />l
<br />4-
<br />z
<br />T
<br />GRAPHIC SCALE
<br />BASIS OF BEARINGS:
<br />THE LINE BEARING 1,400°1.3'39"W (CALCULATED) BETWEEN THE CITY OF
<br />TRACY CONTROL MONUMENTS GPS09 AND CPS16 OF THE CITY OF
<br />TRACY MODIFIED GRID SYSTEM, CALCULATED FROM THE CITY OF
<br />TRACY REPORT ON CPS SURVEY PREPARED BY ASSOCIATED
<br />CONSULTANTS GROUP, INC., ON FILE WITH THE CITY OF TRACY PUBLIC
<br />WORKS DEPAR IMENTS, WAS USED AS THE BASIS OF BEARINGS FOR
<br />THIS MAP, SHOWN HEREON. DISTANCES SHOWN ARE GROUND
<br />DISTANCES.
<br />LEGEND
<br />s�mail�c���raro
<br />SHEET 9 OF 1'1
<br />LOT LINE/RIGHT-OF-WAY LINE
<br />— — — — — — — — - —
<br />FASEMENT LINE
<br />— —
<br />MONUMENT LINE
<br />— ---------
<br />CITY UTAI r LINE
<br />----
<br />TIE LINE
<br />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 />U
<br />FOUND STANDARD STREET MONUMENT
<br />•
<br />FOUND MONUMENT AS NOTED
<br />O
<br />SET STANDARD STREET MONUMENT, LS 7960
<br />0
<br />SET REBAR AND CAP, LS 7960
<br />FOUND STANDARD STREET MONUMENT, LS
<br />'
<br />8164, PER TRACT 3872 (42 M&P 91)
<br />FOUND RFBAR 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 />WILE
<br />WATER LINE EASEMENT
<br />SHEET 9 OF 1'1
<br />
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