|
CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />C5
<br />C8
<br />C11
<br />25.00'
<br />5000.00'
<br />5122.00'
<br />90'00'00"
<br />0'51'22"
<br />0.05'34"
<br />39.27'
<br />74.70'
<br />8.28'
<br />C17
<br />5122.00'
<br />0'51'22"
<br />16.52' {
<br />C20
<br />5022.00'
<br />0'51'22"
<br />75.02'
<br />C68
<br />5150.00'
<br />0'51'22"
<br />76.94'
<br />C69
<br />5170.00'
<br />--0'51'22°
<br />71.23'
<br />.A
<br />152
<br />TRAI Cr 3176411
<br />4121 l\/I ,Ac p 413
<br />TMICT NO, 3877
<br />_�- SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />ELLIS CSA FNS - PHASE 1
<br />BEING A SUBDIVISION OF PARCEL I AS DESCRIBED ONTHAT 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, RANGE
<br />5 :LAST, MOUNT DIA13LO 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: I"= 40' FEBRUARY 2019
<br />REFERENCES:
<br />BOUNDARY LINE
<br />----
<br />(#) INDICATES REFERENCE NUMBER
<br />ELLIS TOWN DRIVE
<br />EASEMENT LINE
<br />(1) PARCEL MAP (25 PM 33)
<br />-
<br />MONUMENT LINE
<br />(2) RECORD OF SURVEY (7 SURVEYS 285)
<br />TIE LINE
<br />�ZZ//Z/iiiiiiiiiiiii%
<br />(3) PARCEL MAP (18 PM 167)
<br />(#)
<br />REFERENCE NUMBER
<br />(4) TRACT 3812 (42 M&P 91)
<br />(123.45')
<br />RECORD DATA AS NOTED
<br />(5) RECORD OF SURVEY (36 SURVEYS 118)
<br />(T)
<br />(R)
<br />(6) TRACT 2829 (34 M&P 75)
<br />ELLIS TOWN DRIVE
<br />(M -M)
<br />MONUMENT TO MONUMENT
<br />(7) RECORD OF SURVEY (30 SURVEYS 18)
<br />(M -PL)
<br />MONUMENT TO PROPERTY LINE
<br />(8) PARCEL MAP (25 PM 195), CERTIFICATE OF
<br />(T)
<br />N89'39'32"'W 447.84'(M -M)
<br />ORCT 3764 2 4§3)13066)
<br />U
<br />SET STANDARD STREET MONUMENT, LS
<br />(4ON
<br />(9) PM&P
<br />�T)
<br />DIN 2017-0584
<br />1 l
<br />(10) LOT LINE ADJUSTMENT (DN. 2017-0584171)
<br />FOUND STANDARD STREET MONUMENT,
<br />53.00'
<br />PER (9)
<br />(M- M)
<br />FOUND REBAR AND CAP, LS 8164, PER
<br />(9)
<br />388.00'(M -PL)
<br />FOUND STANDARD STREET MONUMENT,
<br />!!-S 8164,
<br />GPS -9(5)(7) SEE DETAIL_ A
<br />(T)
<br />R
<br />ON SHEET 3
<br />(4)
<br />DN
<br />DOCUMENT NUMBER
<br />N32'08'IYE 5110.43'(M --M)-
<br />N89'39'32"W 902.50'(T)
<br />PUBLIC UTILITY EASEMENT
<br />o
<br />.A
<br />152
<br />TRAI Cr 3176411
<br />4121 l\/I ,Ac p 413
<br />TMICT NO, 3877
<br />_�- SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />ELLIS CSA FNS - PHASE 1
<br />BEING A SUBDIVISION OF PARCEL I AS DESCRIBED ONTHAT 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, RANGE
<br />5 :LAST, MOUNT DIA13LO 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: I"= 40' FEBRUARY 2019
<br />1725-000
<br />I
<br />GRAPHIC SCALE
<br />BASIS OF BEARINGS:
<br />THE LAVE BEARING N00'13'39"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 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 />LEGEND
<br />---�-�
<br />BOUNDARY LINE
<br />----
<br />LOT LINE/RIGHT-OF-WAY LINE
<br />ELLIS TOWN DRIVE
<br />EASEMENT LINE
<br />-
<br />MONUMENT LINE
<br />--------------------
<br />TIE LINE
<br />�ZZ//Z/iiiiiiiiiiiii%
<br />RESTRICTED ACCESS
<br />(#)
<br />REFERENCE NUMBER
<br />(123.45')
<br />RECORD DATA AS NOTED
<br />(T)
<br />TOTAL
<br />(R)
<br />RADIAL
<br />ELLIS TOWN DRIVE
<br />(M -M)
<br />MONUMENT TO MONUMENT
<br />N89'39'32"W 514.50'(M -M)
<br />(M -PL)
<br />MONUMENT TO PROPERTY LINE
<br />FOUND STANDARD STREET MONUMENT
<br />N89'39'32"'W 447.84'(M -M)
<br />FOUND MONUMENT AS NOTED
<br />U
<br />SET STANDARD STREET MONUMENT, LS
<br />7960
<br />O
<br />-
<br />V
<br />FOUND STANDARD STREET MONUMENT,
<br />53.00'
<br />PER (9)
<br />53.00'--
<br />FOUND REBAR AND CAP, LS 8164, PER
<br />(9)
<br />388.00'(M -PL)
<br />FOUND STANDARD STREET MONUMENT,
<br />!!-S 8164,
<br />PER (4)
<br />R
<br />59.84'(M -PL) A=43'30 52"
<br />(4)
<br />DN
<br />DOCUMENT NUMBER
<br />PUE
<br />PUBLIC UTILITY EASEMENT
<br />o
<br />ACRES
<br />SF
<br />SQUARE FEET
<br />IM
<br />�I
<br />nj
<br />N89'39'32"W 461.50'(T)
<br />N'89'39'32"�W 335.00'
<br />---
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<br />0'
<br />8.5-
<br />- =
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<br />--60.00-
<br />-55.00
<br />'55.00'- -�-c>>
<br />-59t.5O
<br />-- --
<br />CL--------------
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<br />28.00'
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<br />5' PD
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<br />8
<br />LA 7
<br />I/_
<br />6
<br />5
<br />4
<br />175
<br />6,050 SFi
<br />N 6,851 SFt
<br />.0
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<br />7,621 SFi
<br />W
<br />N
<br />6,600 SFi
<br />W
<br />6,600 SFt
<br />6,050 SFi
<br />LA
<br />-4
<br />L
<br />6,050 SF±
<br />W
<br />6,545
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<br />4.48' -
<br />55.00'
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<br />70.50'
<br />-
<br />60.00' 9'
<br />- 9'
<br />60.00'
<br />55.00`rr)
<br />55.00
<br />59.50'
<br />-
<br />N89 39'32"W 122.98'
<br />G�ELLIS LANE 7
<br />"
<br />�� ;
<br />`
<br />N89'39'32"W 360.00'
<br />cc
<br />19,147 SFt
<br />•N
<br />V
<br />`
<br />F
<br />�'
<br />v
<br />w
<br />ELLIS LANE
<br />6 7,920
<br />SFf
<br />v
<br />ELLIS LANE 6
<br />C20 N89'39'32"W 122.98'
<br />cd
<br />ra
<br />N89'39'32 360.00'
<br />N
<br />`Z
<br />47.98'
<br />75.00'
<br />��
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<br />U
<br />o
<br />z
<br />70.50'
<br />60.00'
<br />-"W
<br />60.00'
<br />55.00'
<br />55.00'
<br />59.50'
<br />'05'30
<br />�•
<br />d''
<br />i
<br />�I
<br />O02'5'
<br />/
<br />7NW-28
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<br />5' PUE5'58"E�)
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<br />075.00'
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<br />44
<br />« 45
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<br />46
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<br />47
<br />w 48
<br />�� 49
<br />u
<br />50
<br />LAI
<br />51
<br />a
<br />1 1
<br />-r J
<br />Q
<br />5,613 SFt
<br />N 7,367 SFt
<br />o
<br />I:
<br />'(
<br />6,916 SFi
<br />N
<br />6,000 SFt
<br />6,00 0 SFi
<br />W
<br />5, 00 Sr±ZD
<br />0500 SFi
<br />5,950 SFf
<br />LAI
<br />LAI
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<br />CD
<br />C�
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<br />CD
<br />z----
<br />28.00'
<br />28.00'
<br />;'
<br />U
<br />`D
<br />o
<br />o
<br />;
<br />N00'26'02"E(R)
<br />-
<br />r------
<br />z
<br />z
<br />zLn
<br />z
<br />z
<br />C11
<br />/:
<br />-
<br />-
<br />- -60.00'.-�
<br />9 ��
<br />-55.00'�
<br />-g
<br />In
<br />45.50'-��
<br />60.00',-�
<br />�/ /
<br />r
<br />�5.OU'�
<br />".
<br />��
<br />/-59.50';
<br />C17 N89'39'32"W 97.98'
<br />N89'3932 '
<br />°W 335.00
<br />--
<br />; N
<br />bi
<br />aj;
<br />CORDELIA LANE
<br />00
<br />CORDELIA LANE
<br />co
<br />C68 1
<br />53.00'53.00'
<br />388.00'(M -PL)
<br />59.84'(M -PL)
<br />✓ o N89'39'32"W 150.98'(M --M)
<br />N89'39'32"W 447.84'(M -M)
<br />0
<br />C69 i CD
<br />I
<br />L=69.12'(M-M)
<br />N89'.39'J2" W 538.98'(T)
<br />it _
<br />N73"002"W
<br />3055.77'(M
<br />-M)
<br />-00
<br />GPS
<br />-11(5)(7)
<br />SEE DETAIL
<br />A
<br />NOTESLO
<br />ON SHEET
<br />3
<br />2 2 0W
<br />0
<br />1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE
<br />NOTED
<br />\
<br />10A/ RC E L 2
<br />C ;
<br />�� r 1'
<br />�
<br />LO
<br />,y
<br />2. SEE SHEET 2 FOR ADDITIONAL NOTES.
<br />3. ALL FRONT LOT CORNERS ARE TO BE REFERENCED
<br />WITH A NAIL
<br />AND
<br />_
<br />DIN 20 1 7- 0 1, 1
<br />il0 f
<br />42 N1 &/_ 91
<br />N
<br />fl l
<br />TAG SET IN THE SIDEWALK, 1' FROM LOT CORNER
<br />ON SIDE LOT LINE
<br />O
<br />PROJECTION. REAR CORNERS ARE TO BE REFERENCED WITH A REBAR
<br />-----
<br />-
<br />z
<br />AND CAP OR NAIL AND TAG.
<br />221
<br />s
<br />1725-000
<br />I
<br />GRAPHIC SCALE
<br />BASIS OF BEARINGS:
<br />THE LAVE BEARING N00'13'39"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 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 />LEGEND
<br />---�-�
<br />BOUNDARY LINE
<br />----
<br />LOT LINE/RIGHT-OF-WAY LINE
<br />EASEMENT LINE
<br />-
<br />MONUMENT LINE
<br />--------------------
<br />TIE LINE
<br />�ZZ//Z/iiiiiiiiiiiii%
<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 />FOUND STANDARD STREET MONUMENT
<br />•
<br />FOUND MONUMENT AS NOTED
<br />U
<br />SET STANDARD STREET MONUMENT, LS
<br />7960
<br />O
<br />SET REBAR AND CAP, LS 7960
<br />FOUND STANDARD STREET MONUMENT,
<br />LS 8164,
<br />PER (9)
<br />FOUND REBAR AND CAP, LS 8164, PER
<br />(9)
<br />FOUND STANDARD STREET MONUMENT,
<br />!!-S 8164,
<br />PER (4)
<br />R
<br />FOUND REBAR AND CAP, LS 8164, PER
<br />(4)
<br />DN
<br />DOCUMENT NUMBER
<br />PUE
<br />PUBLIC UTILITY EASEMENT
<br />AC
<br />ACRES
<br />SF
<br />SQUARE FEET
<br />SHEET 5 OF 7
<br />
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