|
C�
<br />290
<br />41.38'
<br />N89'33'01"W 65.20'
<br />OS, SOS
<br />v L22
<br />291
<br />CO
<br />3 �7,
<br />(:j
<br />S A,.
<br />DETAIL A
<br />NOT TO SCALE
<br />292
<br />;oma 7.690 SFt OSO �y�J
<br />o v3 9
<br />0
<br />295
<br />J j u 12 460 SFt
<br />293 °''
<br />6,776 SFt l]9 �6)/SOFT 21, /
<br />0 0 i FT
<br />2S 294
<br />y ,
<br />8,661 SFt
<br />N33°04'37"W(R)
<br />N o v A=30°30'49" / G1� G� �S•
<br />W
<br />C),
<br />\SEE DETAIL B
<br />THIS SHEET
<br />266
<br />8,601 SF1
<br />160,
<br />W N89'33'01"W N89"33'01"W N89'33'01"W N89'33'01"W 77.66' P 32.34' N6° gN5
<br />55.00' 55.00' 55.00' 55.00' N89°33'01"W 55.00'
<br />W
<br />I -L1
<br />/.
<br />LINE TABLE
<br />NO
<br />BEARING
<br />L=118.'
<br />Ln NO2'33'48"W
<br />N42'06'22"E
<br />2.62'
<br />L23
<br />-� - - - - - - 136.16' -------
<br />--C72
<br />--��Lp,33��36
<br />R=2.2'2'00'
<br />N28'23'59"W
<br />�.
<br />f N89'33'01"W 451.16'(T)
<br />of
<br />o001
<br />3.20'
<br />0"5�,•
<br />�g 2
<br />N89'33'01"W 504.16'(M -M) 1144.06'(T)
<br />278.00'
<br />7'51'17"
<br />38.10'
<br />C69
<br />278.00'
<br />6'22'08"
<br />RIO GRANDE DRIVE2.
<br />;
<br />278.00'
<br />11°36'59"
<br />N89'33'01"W 459.16'(T)
<br />C71
<br />R ��0-
<br />N30'28'05"WW
<br />- -
<br />- - 55.00'-
<br />-24.16' - -C69 -
<br />-
<br />- -
<br />C73
<br />w
<br />N05'55'09 -W R
<br />N17'32'08"W R
<br />-
<br />C74
<br />25.00'
<br />w
<br />45.74'
<br />C75
<br />90.00'
<br />w
<br />71
<br />w
<br />2'70
<br />a 269 Q,
<br />268
<br />267
<br />N
<br />o0 5,500 SFt
<br />6 5,518 SFT
<br />r-
<br />0 5,867 SFtoz
<br />7,972 SFt
<br />z
<br />z
<br />z
<br />35.18'
<br />C79
<br />C80
<br />W
<br />C),
<br />\SEE DETAIL B
<br />THIS SHEET
<br />266
<br />8,601 SF1
<br />160,
<br />W N89'33'01"W N89"33'01"W N89'33'01"W N89'33'01"W 77.66' P 32.34' N6° gN5
<br />55.00' 55.00' 55.00' 55.00' N89°33'01"W 55.00'
<br />W
<br />I -L1
<br />/.
<br />LINE TABLE
<br />NO
<br />BEARING
<br />LENGTH
<br />L22
<br />N42'06'22"E
<br />2.62'
<br />L23
<br />N42'06'22"E
<br />25.88'
<br />L24
<br />N28'23'59"W
<br />3.20'
<br />L25
<br />N31'33'30"W
<br />3.20'
<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 ON LOT LINE PROJECTIONS, OFFSET 1 FOOT INTO THE RIGHT OF
<br />WAY, UNLESS OTHERWISE NOTED, AND A REBAR AND CAP OR NAIL AND
<br />TAG SHALL BE SET AT ALL NON -FRONTAGE CORNERS AND ANGLE
<br />POINTS.
<br />i'AfICr L C
<br />DJ\I 2016-129634
<br />J,
<br />265
<br />7,361 SFt °� Off' 2j6
<br />tiV V OS, w
<br />tiU
<br />J o a o C3 261
<br />��� 0 N o 257 0 258 0 259 0 260
<br />256
<br />5,500 SFt o 5,500 SFt z 5,500 SFt z 5,500 SFt 5,500 SFt z 9,081 SFf
<br />264 6.0% s.
<br />5,500 SFt �e� .00•
<br />J� \
<br />263
<br />5,500 SFt
<br />�oo
<br />\
<br />SSIy �p
<br />i
<br />262 N377_49'011"W R 1
<br />7,780 SFi
<br />z U, _A-36'16'25"
<br />w L=113.96' i
<br />C67- _ N 38150
<br />-- ---55.00'----- -55.00'---- --55.00'---- --55.00'-- --'55.00'------- - 104.15-- ---
<br />N89'33'01"W 759.15'(T) of R=180.00'
<br />N89'33'01"W 804.15'(M-M)1443.58'(T) Ni =200 o
<br />01- - -- -- - -- - -
<br />NORTHINGTON DRIVE
<br />of
<br />of
<br />of
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />C65
<br />25.00'
<br />100'04'37"
<br />43.67'
<br />C66
<br />25.00'
<br />80'25'44"
<br />35.09'
<br />C67
<br />180.00'
<br />1'59'35"
<br />6.26'
<br />C68
<br />278.00'
<br />7'51'17"
<br />38.10'
<br />C69
<br />278.00'
<br />6'22'08"
<br />30.90'
<br />C70
<br />278.00'
<br />11°36'59"
<br />56.36'
<br />C71
<br />278.00'
<br />12'55'57"
<br />62.75'
<br />C72
<br />222.00'
<br />3°00'47"
<br />11.67'
<br />C73
<br />66.00'
<br />15'35'39"
<br />17.96'
<br />C74
<br />25.00'
<br />104'49'01"
<br />45.74'
<br />C75
<br />90.00'
<br />911'58"
<br />14.45'
<br />C76
<br />250.00'
<br />9°34'16"
<br />41.76'
<br />C77
<br />250.00'
<br />14°49'01"
<br />64.65'
<br />C78
<br />200.00'
<br />10'04'37"
<br />35.18'
<br />C79
<br />C80
<br />286.20'
<br />286.20'
<br />1'05'25"
<br />2'04'06"
<br />5.45' 1
<br />10.33'
<br />R°`l'T�oo
<br />m LN29'2m
<br />s. 9'24"W R
<br />113
<br /><�, 267 z 266
<br />DETAIL B
<br />X00
<br />0
<br />CITY OF TRACY 217.87'
<br />N89°33'01"W 1661.37'(BOUNDARY)(T) COUNTY OF SAN JOAQUIN
<br />1725-000
<br />UNION ,'AC IFIL F�A1LR0A/D
<br />NOT TO SCALE
<br />,H -4-)�..i Ki
<br />�• .
<br />TRACT NO, 3872
<br />SUBDIVISIONS{ OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />E_LLIS PHASE I B
<br />BEING A SUBDIVISION OF ALL OF RESULTANT PARCEL D OF THAT CERTAIN
<br />GRANT DEED RECORDED AS DOCUMENT NO. 2016-129634, SAN JOAQUIN COUNTY
<br />RECORDS, LYING WITHIN SECTION 6, TOWNSHIP 3 SOUTH,
<br />RANGE 5 EAST, MOUNT DIABLO 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' MAY 2017
<br />m
<br />GRAPHIC SCALE
<br />BASIS OF BEARINGS:
<br />THE LINE BEARING N00'13'39"W (CALCULATED) BETWEEN THE 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 />I FAInpvjF)
<br />BOUNDARY LINE
<br />ON
<br />LOT LINE/RIGHT-OF-WAY LINE
<br />PUE
<br />PUBLIC UTILITY EASEMENT
<br />-- - - -
<br />- EASEMENT LINE
<br />SF
<br />SQUARE FEET
<br />CENTERLINE
<br />INDICATES REFERENCE NUMBER
<br />-
<br />- -
<br />CITY LIMIT LINE
<br />PARCEL MAP (25 PM 33)
<br />--------------------
<br />TIE LINE
<br />(2)
<br />�Lz/ / / / / / / / / /
<br />/ / RESTRICTED ACCESS
<br />(3)
<br />(#)
<br />REFERENCE NUMBER
<br />(123.45')
<br />RECORD DATA AS NOTED
<br />(T)
<br />TOTAL
<br />RECORD OF SURVEY (36 SURVEYS
<br />(R)
<br />RADIAL
<br />(6)
<br />(M -M)
<br />MONUMENT TO MONUMENT
<br />(M -PL)
<br />MONUMENT TO PROPERTY LINE
<br />18)
<br />O
<br />FOUND STANDARD STREET MONUMENT
<br />PARCEL MAP (25 PM 195), CERTIFICATE
<br />OF
<br />FOUND MONUMENT AS NOTED
<br />G
<br />SET STANDARD STREET MONUMENT,
<br />LS 8164-
<br />0
<br />SET RE13AR AND CAP, LS 8164
<br />STANDARD STREET MONUMENT, LS
<br />8164, TO
<br />BE SET PER TRACT 3764 (42 M&P
<br />43)
<br />REBAR AND CAP, LS 8164, TO BE
<br />SET PER
<br />TRACT 3764 02 M&P 43)
<br />ON
<br />DOCUMENT NUMBER
<br />PUE
<br />PUBLIC UTILITY EASEMENT
<br />AC
<br />ACRES
<br />SF
<br />SQUARE FEET
<br />SHEET 12 OF 12 1
<br />I a.- 91 K:
<br />R FT ERENCES:
<br />J
<br />INDICATES REFERENCE NUMBER
<br />(1)
<br />PARCEL MAP (25 PM 33)
<br />n
<br />(2)
<br />PARCEL MAP (15 PM 168)
<br />(3)
<br />PARCEL MAP (6 PM 184)
<br />(4)
<br />PARCEL MAP (6 PM 193)
<br />(5)
<br />RECORD OF SURVEY (36 SURVEYS
<br />118)
<br />(6)
<br />TRACT 2829 (34 M&P 75)
<br />(7)
<br />RECORD OF SURVEY (30 SURVEYS
<br />18)
<br />48�72'��=�
<br />(8)
<br />PARCEL MAP (25 PM 195), CERTIFICATE
<br />OF
<br />N89'33'01'W
<br />CORRECTION (2014-113066)
<br />(9)
<br />TRACT 3764 (42 M&P 43)
<br />(10)
<br />LOT LINE ADJUSTMENT (DN. 2016-129634)
<br />SHEET 12 OF 12 1
<br />I a.- 91 K:
<br />
|