|
BASIS OF BEARINGS:
<br />THE LINE BEARING N00'13'39"W (CALCULATED) BETWEEN fHE CITY OF
<br />TRACY CONTROL MONUMENTS GPS09 AND GPS16 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 />NOTES
<br />1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED
<br />2. SEE SHEET 2 FOR ADDITIONAL NOTES.
<br />3. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG
<br />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 />� I
<br />8�
<br />REFERENCES:
<br />SEE SHEET 3 FOR REFERENCES
<br />10-i (r p M n
<br />BOUNDARY LINE
<br />LOT LINE/RIGHT-OF-WAY LINE
<br />---- --- EASEMENT LINE
<br />MONUMENT LINE
<br />CITY LIMIT LINE
<br />---- HE LINE
<br />�! Z Z i RESTRICTED ACCESS
<br />(#) REFERENCE NUMBER
<br />(123.45') RECORD DATA AS NOTED
<br />(T) TOTAL
<br />(R) RADIAL
<br />W (M -M) MONUMENT TO MONUMENT
<br />(M -PL) MONUMENT TO PROPER]'( LINE
<br />D\AcT JJJ5(11)
<br />\ j9
<br />ti I
<br />RIO GRANDE DRIVE;
<br />mac-- -- - -- -- - ---- - - --— - - -- -- �;�- -
<br />N89'39'32"W 258.50'(M -M) N89'39'32"W 259.50'(M -M) - -- - -
<br />o
<br />00
<br />N89'39'32"W 1485.09'(F)(BOUNDARY) g
<br />- - - -- - -- -50.50' - - - - 50.50'- ! - - -- - 59.00'- -- 53.00' 45.00' -43.00' - - - 50.00'- _ g' 1� - 50.00'-� - - -50.00' -- - -- -
<br />t o -
<br />v
<br />0
<br />O
<br />0
<br />220 ,i, 199
<br />5,050 SFi
<br />N
<br />0
<br />O
<br />Z
<br />S7
<br />I �
<br />1127'42'17"E
<br />5858.24'(M --M)
<br />GRAPHIC SCALE
<br />I
<br />CPS -9(5)(7) W
<br />SEE DETAIL A 2 2 J L~�j
<br />SHEET 3 ,
<br />N89'39'32"W '128.50'(M -M)
<br />i
<br />N89°33'01"'W 127.90'(M -M)
<br />W ;' RIO GRANDE DRIVE
<br />CV 1,
<br />- -- I- - -50.00' - -1- - 50.00' - --
<br />C3
<br />TRACT NO, 3907
<br />C0
<br />FOUND STANDARD STREET MONUMENT
<br />O
<br />_
<br />O
<br />O
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />s
<br />FOUND MONUMENT AS NOTED
<br />°
<br />O
<br />(C)
<br />SET STANDARD STREET MONUMENT, LS 7960
<br />E_LLIS GARDENS _ PHASE 3
<br />O
<br />SET REBAR AND CAP, LS 7960
<br />O 5' PUE --^i
<br />+- -�
<br />-•- 5' PUE
<br />BEING 1 SUBDIVISION OF PARCEL 3 AS DESCRIBED IN Tl ATT CI RTA1N DEED
<br />�j
<br />FOUND STANDARD STREET MONUMENT, LS
<br />8164, PER TRACT 3872 (42 M&P 91)
<br />RECORDED I4AY 2-1 201 % AS DN. 2017-058417 OFFICIAL RECORDS DS OF SAN
<br />��, 198
<br />LJ t97 I;
<br />JOAQUIN COUNTY, AND PARCELS CAND D MJF TRACT3906
<br />vI 196
<br />FOUND REBAR AND CAP, ITS 8164, PER
<br />LYING WITHIN SECTION 6 TOWNSHIP 3 SOUTH
<br />193
<br />TRACT 3872 (42 M&P 91)
<br />RANGE 5 EAST, MOUNT DIABLO BASE AND MERIDIAN
<br />Yoh
<br />STANDARD STREET MONUMENT, LS 7960 TO
<br />CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br />5,000 SFt N
<br />BE SET PER (11)
<br />Carlson, Barbee & Gibson, Inc.
<br />DN
<br />DOCUMENT NUMBER
<br />CIVIL ENGINEERS • SURVEYORS • PLANNERS
<br />PUE
<br />PUBLIC UTILITY EASEMENT
<br />SAN RAMON, CALIFORNIA
<br />AC
<br />ACRES
<br />SCALE: I"= 40' FEBRUARY 2019
<br />SF
<br />SQUARE FEET
<br />40' -0' 20' 40' 80' 160'
<br />RIO GRANDE DRIVE;
<br />mac-- -- - -- -- - ---- - - --— - - -- -- �;�- -
<br />N89'39'32"W 258.50'(M -M) N89'39'32"W 259.50'(M -M) - -- - -
<br />o
<br />00
<br />N89'39'32"W 1485.09'(F)(BOUNDARY) g
<br />- - - -- - -- -50.50' - - - - 50.50'- ! - - -- - 59.00'- -- 53.00' 45.00' -43.00' - - - 50.00'- _ g' 1� - 50.00'-� - - -50.00' -- - -- -
<br />t o -
<br />v
<br />0
<br />O
<br />0
<br />220 ,i, 199
<br />5,050 SFi
<br />N
<br />0
<br />O
<br />Z
<br />S7
<br />I �
<br />1127'42'17"E
<br />5858.24'(M --M)
<br />GRAPHIC SCALE
<br />I
<br />CPS -9(5)(7) W
<br />SEE DETAIL A 2 2 J L~�j
<br />SHEET 3 ,
<br />N89'39'32"W '128.50'(M -M)
<br />i
<br />N89°33'01"'W 127.90'(M -M)
<br />W ;' RIO GRANDE DRIVE
<br />CV 1,
<br />- -- I- - -50.00' - -1- - 50.00' - --
<br />50.50' 50.50'
<br />52.50' 52.50'
<br />189'39'32"W N89'39'32"W
<br />0
<br />0
<br />C3
<br />C0
<br />0
<br />O
<br />_
<br />O
<br />O
<br />G------
<br />d
<br />CJ
<br />O
<br />T--
<br />28.00, 20.00
<br />°
<br />O
<br />o o
<br />w
<br />CJ
<br />O
<br />O
<br />o
<br />O 5' PUE --^i
<br />+- -�
<br />-•- 5' PUE
<br />o 00
<br />CDD
<br />CD
<br />��, 198
<br />LJ t97 I;
<br />O
<br />vI 196
<br />�� 195
<br />194
<br />193
<br />192
<br />5,050 SFt
<br />X 8,266 SFt
<br />N
<br />CJ
<br />O
<br />z
<br />,o 66 SFi
<br />5,000 SFt N
<br />5,000 SFi
<br />�,CUO SI:
<br />w x,000 SFi
<br />fn
<br />s
<br />"�
<br />LnCD
<br />188
<br />b
<br />189
<br />'
<br />Z
<br />SFi
<br />o5,000
<br />SFt
<br />CD
<br />5,000 SFf
<br />w
<br />I
<br />v
<br />w6,666
<br />5,00 SFi�
<br />0
<br />5,000 SFi
<br />50.50' 50.50'
<br />52.50' 52.50'
<br />189'39'32"W N89'39'32"W
<br />0
<br />0
<br />CJ
<br />C0
<br />0
<br />O
<br />_
<br />O
<br />O
<br />O
<br />CJ
<br />O
<br />179 Ld
<br />180
<br />r 181
<br />CJ
<br />O
<br />5,250 SFr
<br />-j 5,250 SFf
<br />NO
<br />O
<br />6
<br />O
<br />z
<br />U 4J
<br />z
<br />CJ
<br />O
<br />z
<br />184
<br />�
<br />Oj—
<br />1725-000
<br />o
<br />n
<br />\
<br />N89'39'32"W 84.00' I c_/Dl o \ I iJ8939'32"W 68.00' N89'39'32" W N89'39'32"W N89'39'32"W N89'39'32"W
<br />' \ W I-✓ IXJ N CCl \
<br />CD E- o 50.00' 50.00' 50.00' 50.00'
<br />CCD iI
<br />v U z z
<br />182
<br />8,266 SFi
<br />�- - -52.50'- -52.50'---
<br />N89'39'32"W 844.43'(1) �� o
<br />of
<br />QI
<br />CJI
<br />N89'39'32"W 905.43'(M -M)
<br />N8733'01"W 1798.01'(T)(BO75NDARY)
<br />CJ
<br />0
<br />CD
<br />CD
<br />19l
<br />W
<br />cN 5,000 SFi
<br />�
<br />N
<br />O
<br />G
<br />Z
<br />N89'39'32"W
<br />50.00'
<br />O
<br />0
<br />U
<br />190
<br />0N 5,000 SFf
<br />CV
<br />CJ
<br />O
<br />L
<br />N89'39'32" W
<br />50.00'
<br />O
<br />CJ
<br />O
<br />O
<br />O
<br />O
<br />Cj
<br />CJ
<br />O
<br />CJ
<br />O
<br />6
<br />O
<br />183
<br />184
<br />185p.j186
<br />187
<br />188
<br />189
<br />SFi
<br />o5,000
<br />SFt
<br />cl 5,000 SFi
<br />5,000 SFf
<br />w
<br />5,000 SFiO
<br />v
<br />w6,666
<br />5,00 SFi�
<br />0
<br />5,000 SFi
<br />I: 28.00'
<br />20.00'
<br />O
<br />o
<br />v
<br />U
<br />tt)
<br />Z Cl
<br />Z
<br />Z
<br />�-
<br />-I_-•--
<br />Qj"�.43.00'-�
<br />-
<br />- -50.00'- -F..=-
<br />g' _ -1_
<br />._ --
<br />50.00'-
<br />--- -
<br />- -
<br />-50.00'- -
<br />-
<br />-50.00"- - -
<br />--
<br />- 50.00'- -- -
<br />v
<br />118939'32"W
<br />343.00'
<br />53.00'
<br />45.00'
<br />20.00'--
<br />-
<br />-
<br />-
<br />N89'39'32"W 388.00'(M -M)
<br />NORTHINGTON DRIVE
<br />CITYOFTRACY r
<br />COUNTY OF SAN JOAQUIN
<br />U��JUyl PACIFIC' RAJI DSD
<br />CURVE TABLE
<br />NO ARI DIUS DELTA LENGTH
<br />C3 25.00 90°00'00" 39.27'
<br />D-- --
<br />FOUND 2" IRON PIPE
<br />NO TAG(1)(3)(8)(12)
<br />SEE DETAIL A
<br />ON SHEET 3
<br />Cj
<br />U
<br />CJ
<br />u
<br />0
<br />CU
<br />O
<br />L
<br />7
<br />TRI/�m- 3072
<br />0c
<br />24)
<br />NORTHINGTON DRIVE
<br />N8933'WW 639.43'(M -M)
<br />N87'42'49"W
<br />2930.78'(M -M)
<br />GPS -11(5)(7)
<br />SEE DETAIL A
<br />SHEET 3
<br />Owl
<br />SHEET 5 OF 8
<br />
|