|
¢I+
<br />J F-
<br />a w
<br />w
<br />LJ �
<br />0
<br />wl
<br />1725-000
<br />N8i9°39'32"W 59.84'i
<br />O
<br />I �� C� D=5'30'28" I 59.84'(M -PL) 1 N� 1_=69_12'(M_ -M)
<br />�_
<br />CG
<br />FN89'39'32"W R=719.00
<br />io
<br />i
<br />i
<br />41
<br />179 �� o' = 6;117 ���g ' `o ,��91�6
<br />6p"5
<br />N05'10'00"W R R-7� C,13
<br />_C4 4 v-.7.goo p.10'a416 �I
<br />NIS
<br />3'39'32"W j 59.84'1 o C39
<br />7/7
<br />�; - --
<br />---- 28.00'
<br />w �
<br />ate. NO0'51'11"W(R) I _28.00'-
<br />1 220
<br />Lq
<br />7,459 SFt o 1
<br />N89'33'01 "W
<br />100.67'
<br />c
<br />ti
<br />DELTA
<br />L j
<br />-
<br />Ln
<br />cc)
<br />LNO'50'35"W(R)
<br />�+I
<br />39.84'
<br />r
<br />2
<br />I
<br />35.22'
<br />ILO
<br />�-ME
<br />LO
<br />N89' 3,01"
<br />39.36'
<br />J
<br />C2
<br />n
<br />36.34'
<br />T L.1
<br />19
<br />w
<br />7,545 SFt
<br />o
<br />r
<br />Ln
<br />CD
<br />W
<br />20
<br />0
<br />0
<br />206
<br />15.40'
<br />C40
<br />W
<br />w
<br />`D
<br />JJ7
<br />N
<br />W
<br />202
<br />Q>
<br />V
<br />I
<br />Z
<br />N
<br />o
<br />Z
<br />2'45'06"
<br />N8933'01"W
<br />C44
<br />719.00'
<br />0
<br />0
<br />CD
<br />N89'33'01 "W
<br />CO]
<br />z
<br />100.53'
<br />N89'33'01"W
<br />U7
<br />I
<br />100.00'
<br />1725-000
<br />N8i9°39'32"W 59.84'i
<br />O
<br />I �� C� D=5'30'28" I 59.84'(M -PL) 1 N� 1_=69_12'(M_ -M)
<br />�_
<br />CG
<br />FN89'39'32"W R=719.00
<br />io
<br />i
<br />i
<br />41
<br />179 �� o' = 6;117 ���g ' `o ,��91�6
<br />6p"5
<br />N05'10'00"W R R-7� C,13
<br />_C4 4 v-.7.goo p.10'a416 �I
<br />NIS
<br />3'39'32"W j 59.84'1 o C39
<br />7/7
<br />�; - --
<br />---- 28.00'
<br />w �
<br />ate. NO0'51'11"W(R) I _28.00'-
<br />1 220
<br />Lq
<br />7,459 SFt o 1
<br />N89'33'01 "W
<br />100.67'
<br />c
<br />-
<br />DELTA
<br />6,500 SFf
<br />C33
<br />LNO'50'35"W(R)
<br />�+I
<br />39.84'
<br />r
<br />II
<br />I
<br />35.22'
<br />ILO
<br />�-ME
<br />LO
<br />N89' 3,01"
<br />39.36'
<br />_
<br />221
<br />�,
<br />36.34'
<br />G
<br />�
<br />19
<br />w
<br />7,545 SFt
<br />o
<br />r
<br />w
<br />CD
<br />W
<br />20
<br />0
<br />0
<br />206
<br />15.40'
<br />C40
<br />W
<br />w
<br />`D
<br />I
<br />tp
<br />W
<br />202
<br />Q>
<br />250.00'
<br />I
<br />Z
<br />N
<br />6,293 SFt
<br />2'45'06"
<br />N8933'01"W
<br />C44
<br />719.00'
<br />o
<br />zWti
<br />N89'33'01 "W
<br />CO]
<br />z
<br />100.53'
<br />N89'33'01"W
<br />I
<br />I
<br />100.00'
<br />100.00'
<br />I
<br />100.00'
<br />222
<br />0
<br />218CD
<br />00
<br />207
<br />0
<br />Cj
<br />6,000 SFi
<br />n
<br />6,028 SF.t
<br />I
<br />1
<br />i7dd
<br />I
<br />o
<br />CD
<br />N89°33'01"W
<br />U
<br />5' PUE--I
<br />--
<br />100.00'
<br />N
<br />O
<br />--
<br />N89'33'01 "W
<br />N
<br />O
<br />z
<br />a
<br />100.42'
<br />I
<br />223 1
<br />� _ 16' PIPELINE EASEMENT IN FAVOR OF
<br />UNITED STATES OF AMERICA PER
<br />1551 OR 530 TO BE ABANDONED OR
<br />RELOCATED BY SEPARATE
<br />INSTRUMENT
<br />NOTES
<br />_a
<br />N14'53 48"W(R)
<br />J /f
<br />-M�\o C43 1 N69*09'1 I "E(R) J -,
<br />X -
<br />_ 203
<br />\\ 12,589 SFt
<br />0 0 co
<br />N19`34'51"W R \v a1
<br />N70'37'05"E(R
<br />o -v
<br />I
<br />c
<br />-
<br />DELTA
<br />6,500 SFf
<br />C33
<br />LNO'50'35"W(R)
<br />�+I
<br />39.84'
<br />r
<br />II
<br />I
<br />35.22'
<br />C35
<br />25.00'
<br />N89' 3,01"
<br />39.36'
<br />N8716'40"E(R)
<br />99.47'
<br />�,
<br />36.34'
<br />I
<br />19
<br />w
<br />15.39'
<br />N86-30'17"E(R
<br />w
<br />�
<br />7
<br />10,4 '26 SF3_
<br />20
<br />0
<br />0
<br />206
<br />15.40'
<br />C40
<br />W
<br />o
<br />`D
<br />5,997 SFt
<br />719.00'
<br />3'57'06"
<br />202
<br />C42
<br />250.00'
<br />4'13'00"
<br />18.40'
<br />I
<br />6,293 SFt
<br />2'45'06"
<br />12.01'
<br />C44
<br />719.00'
<br />d
<br />N89'33'01 "W
<br />C45
<br />222.00'
<br />N89'33'01"W
<br />76.84'
<br />I
<br />100.00'
<br />100.00'
<br />I
<br />100.00'
<br />0
<br />218CD
<br />00
<br />207
<br />0
<br />Cj
<br />6,000 SFi
<br />n
<br />6,000 SFf
<br />I
<br />201
<br />i7dd
<br />I
<br />o
<br />CD
<br />N89°33'01"W
<br />N89`33'01 "'N
<br />100.00'
<br />N
<br />O
<br />Cp
<br />NI4
<br />100.00'
<br />N
<br />O
<br />z
<br />a
<br />5' PILE
<br />-I
<br />N89'33'01"W
<br />100.00'
<br />z Q
<br />_
<br />0
<br />217
<br />I
<br />208
<br />0
<br />6,000 SFto73
<br />I
<br />6,000 SFt
<br />CD
<br />o
<br />-5' PUE
<br />z
<br />0
<br />7.70'-
<br />W
<br />J
<br />N89'33'01 "W
<br />N89'33'01"W 8.5PUE yr
<br />100.00'
<br />--
<br />100.00'
<br />5' PUE
<br />-
<br />r) d r
<br />/') (`\ (I
<br />I
<br />1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED
<br />2. SEE SHEET 2 FOR ADDITIONAL NOTES.
<br />J. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG
<br />SET ON LOT LINE PROJECTIONS, OFFSET I 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 />L 1 U
<br />SEC SHEET 9
<br />w
<br />189
<br />90
<br />191
<br />TRACT NO, 3872
<br />SUBDIVISIONS OF SAN JOAQU[N COUNTY, CALIFORNIA
<br />ELLIS PHASE 113
<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: t"= 40' MAY 2017
<br />40' 0' 20' 40' 80' 160'
<br />CURVE TABLE
<br />o
<br />-
<br />DELTA
<br />LENGTH
<br />C33
<br />25.00'
<br />�+I
<br />39.84'
<br />r
<br />II
<br />80'42'2.6"
<br />35.22'
<br />C35
<br />25.00'
<br />CD
<br />39.36'
<br />N8716'40"E(R)
<br />25.00'
<br />83'17'48"
<br />36.34'
<br />w
<br />278.00'
<br />3'10'19"
<br />15.39'
<br />C38
<br />222.00'
<br />w
<br />ci
<br />100.58'
<br />739.00'
<br />I'l1'39"
<br />15.40'
<br />C40
<br />W
<br />4'01'04"
<br />28.00'
<br />-��-28.00'
<br />719.00'
<br />3'57'06"
<br />202
<br />C42
<br />250.00'
<br />4'13'00"
<br />18.40'
<br />C43
<br />6,293 SFt
<br />2'45'06"
<br />12.01'
<br />C44
<br />719.00'
<br />d
<br />46.13'
<br />C45
<br />222.00'
<br />19'49'54"
<br />76.84'
<br />I
<br />N89'33'01"W
<br />I
<br />100.00'
<br />00
<br />00
<br />I
<br />M
<br />201
<br />i7dd
<br />o
<br />CD
<br />6,000 SFt
<br />N
<br />O
<br />Cp
<br />NI4
<br />N
<br />O
<br />z
<br />a
<br />Z
<br />(DI
<br />N89'33'01"W
<br />100.00'
<br />z Q
<br />_
<br />�
<br />I
<br />I
<br />0
<br />200
<br />W
<br />6,000 SF±
<br />--
<br />I--
<br />5' PUE
<br />-
<br />I
<br />N89'33'01"W
<br />100.00'
<br />19 9
<br />w
<br />189
<br />90
<br />191
<br />TRACT NO, 3872
<br />SUBDIVISIONS OF SAN JOAQU[N COUNTY, CALIFORNIA
<br />ELLIS PHASE 113
<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: t"= 40' MAY 2017
<br />40' 0' 20' 40' 80' 160'
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />C33
<br />25.00'
<br />91'18'10"
<br />39.84'
<br />C34
<br />25.00'
<br />80'42'2.6"
<br />35.22'
<br />C35
<br />25.00'
<br />90'11'56"
<br />39.36'
<br />C36
<br />25.00'
<br />83'17'48"
<br />36.34'
<br />C37
<br />278.00'
<br />3'10'19"
<br />15.39'
<br />C38
<br />222.00'
<br />3'56'42"
<br />15.29'
<br />C39
<br />739.00'
<br />I'l1'39"
<br />15.40'
<br />C40
<br />719.00'
<br />4'01'04"
<br />50.42'
<br />C41
<br />719.00'
<br />3'57'06"
<br />49.59'
<br />C42
<br />250.00'
<br />4'13'00"
<br />18.40'
<br />C43
<br />250.00'
<br />2'45'06"
<br />12.01'
<br />C44
<br />719.00'
<br />3'40'35"
<br />46.13'
<br />C45
<br />222.00'
<br />19'49'54"
<br />76.84'
<br />LINE TABLE
<br />NO
<br />BEARING
<br />LENGTH
<br />L19
<br />N42'08'05"E
<br />26.03'
<br />L20
<br />N23'35'55"W
<br />28.64'
<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 />LEGEND
<br />(123.45')
<br />(T)
<br />(R)
<br />(M -M)
<br />(M --PL)
<br />U
<br />•
<br />�j
<br />0
<br />Sj
<br />DN
<br />PUE
<br />AC
<br />Sr,
<br />REFERENCES:
<br />BOUNDARY LINE
<br />LOT LINE/RIGHT-OF-WAY LINE
<br />EASEMENT LINE
<br />CENTERLINE
<br />CITY LIMIT LINE
<br />TIE LINE
<br />RESTRICTED ACCESS
<br />REFERENCE NUMBER
<br />RECORD DATA AS NOTED
<br />TOTAL
<br />RADIAL
<br />MONUMENT TO MONUMENT
<br />MONUMENT TO PROPERTY LINE
<br />FOUND STANDARD STREET MONUMENT
<br />FOUND MONUMENT AS NOTED
<br />SET STANDARD STREET MONUMENT,
<br />LS 8164
<br />SET REBAR 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 (42 M&P 43)
<br />DOCUMENT NUMBER
<br />PUBLIC UTILITY EASEMENT
<br />ACRES
<br />SQUARE FEET
<br />(#) INDICATES REFERENCE NUMBER
<br />(R)(M-M) (1) PARCEL MAP (25 PM 33)
<br />(2) PARCEL MAP (15 PM 168)
<br />(3) PARCEL MAP (6 PM 184)
<br />(4) PARCEL MAP (6 PM 193)
<br />(5) RECORD OF SURVEY (36 SURVEYS 118)
<br />(6) TRACT 2829 (34 M&P 75)
<br />(7) RECORD OF SURVEY (30 SURVEYS 18)
<br />(8) PARCIL MAP (25 PM 195), CERTIFICATE OF
<br />CORRECTION (2014-113066)
<br />(9) TRACT 3764 (42 M&P 43)
<br />(10) LOT LINE ADJUSTMENT (DN. 2016-129634)
<br />SHEET 6 OF 12
<br />
|