|
CURVE TABLE
<br />NO RADIUS DELTA LENGTH
<br />C6
<br />5000.00'
<br />0'34'44"
<br />50.52'
<br />C7
<br />5000.00'
<br />0'16'38"
<br />24.18'
<br />C8
<br />5000.00'
<br />0'51'22"
<br />74.70'
<br />C9
<br />1033.00'
<br />0'56'35"
<br />17.00'
<br />CIO
<br />1033.00'
<br />3'03'03"
<br />55.01'
<br />Cit
<br />512'2.00'
<br />0'05'34"
<br />8.28'
<br />C12
<br />1260.00'
<br />2'41'49"
<br />59.31'
<br />C13
<br />1260.00'
<br />2'41'47"
<br />1 59,30' 1
<br />3 J
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENCTII
<br />C14
<br />1260.00'
<br />2'41'44"
<br />59.28'
<br />C15
<br />5122.00'
<br />0'07'28"
<br />11.12'
<br />C16
<br />5122.00'
<br />0'38'20"
<br />57.12'
<br />C17
<br />5122.00'
<br />0'51'22"
<br />76.52'
<br />C18
<br />5022.00'
<br />0'38'20"
<br />56.00'
<br />C19
<br />C20
<br />5022.00
<br />5022.00'
<br />O 05 JO
<br />0'51'22
<br />8.02
<br />75 02' I
<br />C21 _
<br />1033.00'
<br />3°03'04"
<br />55 01'
<br />T
<br />i�
<br />1
<br />d=16'03'50" - cc � -
<br />N �
<br />I -
<br />R,1033.00'
<br />I i �
<br />CIO
<br />'v
<br /><v
<br />0
<br />w
<br />L ,CL
<br />_ N10°
<br />1 �
<br />18 .�
<br />v
<br />5,965 SFi w
<br />1= 5,98
<br />N10'24`57"E(R)
<br />�- z N07°4,
<br />y, 4=2.4246„
<br />1=60.51' d=2'4:
<br />R=1278.00' A - 2'60.
<br />R=]300.00'
<br />d-2'25'27„ 48°03 3
<br />L=55.00' d=2'25'2;
<br />L=.55.00'
<br />PA Kr /,
<br />ON 201Y-058417
<br />REFERENCES:
<br />(#)
<br />INDICATES REFERENCE NUMBER
<br />L=55.00'
<br />(1)
<br />PARCEL MAP (25 PM 33)
<br />13.56'
<br />(2)
<br />RECORD OF SURVEY (7 SURVEYS
<br />285)
<br />(3)
<br />PARCEL MAP (18 PM 167)
<br />---77777
<br />(4)
<br />TRACT 3872 (42 M&P 91)
<br />--55.00I-711,77777-1-'-
<br />(5)
<br />RECORD OF SURVEY (36 SURVEYS
<br />118)
<br />(6)
<br />TRACT 2829 (34 M&P 75)
<br />c�
<br />�>
<br />(7)
<br />RECORD OF SURVEY (30 SURVEYS
<br />18)
<br />(8)
<br />PARCEL MAP (25 PM 195), CERTIFICATE OF
<br />I
<br />CORRECTION (ON. 2014-113066)
<br />-
<br />(9)
<br />TRACT 3764 (42 M&P 43)
<br />MONUMENT TO PROPERTY LINE
<br />(10)
<br />LOT LINE ADJUSTMENT (ON. 2017--058417)
<br />FOUND STANDARD STREET MONUMENT
<br />ELLIS TOWN DRIVE
<br />- - - - - --N89'39'32'W 514.50'(M -M) -
<br />N89'39'32°W 461.50'( F)
<br />N89'39'32"W 902.50'( F)
<br />1
<br />330.14'
<br />d'1*49'3"
<br />L=55.00'
<br />r L-41.49.,
<br />EASEMENT LINE
<br />13.56'
<br />"55.00'--=---55.00'
<br />O
<br />--
<br />55.00 '--
<br />c
<br />35
<br />---77777
<br />-55.00'-�---
<br />w
<br />--55.00I-711,77777-1-'-
<br />-/777777777777-,
<br />----
<br />w
<br />z 4=1'00'57"
<br />a
<br />�
<br />z N07-36'1811
<br />c�
<br />�>
<br />5,500 SFt
<br />TOTAL
<br />vi
<br />�7 C12-: -
<br />9'---
<br />I
<br />2'28" C1-
<br />53
<br />-
<br />34 44' T
<br />MONUMENT TO PROPERTY LINE
<br />N01'04'22"E
<br />9-��
<br />FOUND STANDARD STREET MONUMENT
<br />1, 9' C15
<br />•
<br />FOUND MONUMENT AS NOTED
<br />- -
<br />CA
<br />SET STANDARD STREET MONUMENT, LS
<br />-4-
<br />0
<br />-
<br />XJ
<br />C
<br />FOUND STANDARD STREET MONUMENT,
<br />A
<br />a
<br />FOUND REBAR AND CAP, LS 8164, PER
<br />(9)
<br />CD
<br />FOUND STANDARD STREET MONUMENT,
<br />CD
<br />PER (4)
<br />FOUND REBAR AND CAP, IS 8164, PER
<br />(4)
<br />ON
<br />DOCUMENT NUMBER
<br />PUE
<br />PUBLIC UTILITY EASEMENT
<br />16
<br />w t5
<br />w
<br />14
<br />SQUARE FEET
<br />13
<br />12
<br />ll
<br />w
<br />10
<br />9
<br />6 SFf
<br />o
<br />6,118 SF
<br />5,790 SFf
<br />5,836 SFf
<br />w
<br />«
<br />5,881 SF±
<br />w
<br />�`�
<br />5,926 SFt
<br />w
<br />a
<br />5,971 SFi
<br />o
<br />6,016 SFt
<br />S+
<br />6,046 SFf
<br />00 J
<br />w
<br />11 E R
<br />`v
<br />NO2'11°49"E(R�
<br />cJ
<br />"'
<br />o
<br />`A
<br />w
<br />N
<br />z
<br />N04'_59'22"E R
<br />z
<br />o
<br />z
<br />z `D
<br />o
<br />z
<br />0
<br />z
<br />o
<br />z
<br />z
<br />o
<br />o
<br />0
<br />Q
<br />`49°
<br />A=0'59'59"
<br />z
<br />N00'55'12"E(R)
<br />z
<br />d=2'4733" �
<br />53'
<br />L=62.29'
<br />�i-L=22.30'
<br />32.71'
<br />55.00'
<br />55.01'
<br />55.00'
<br />55.01' 9' -
<br />-_.-
<br />r
<br />+ L-9'
<br />4.48'-
<br />30.83' C7
<br />C6
<br />UU•
<br />T)
<br />18'07°E
<br />d'1*49'3"
<br />L=55.00'
<br />r L-41.49.,
<br />EASEMENT LINE
<br />13.56'
<br />34
<br />O
<br />36
<br />37
<br />c
<br />35
<br />0
<br />5,814 SFf
<br />w
<br />z
<br />o
<br />N 5,798 SFt
<br />z 4=1'00'57"
<br />R
<br />�
<br />z N07-36'1811
<br />c�
<br />�>
<br />5,500 SFt
<br />TOTAL
<br />vi
<br />�7 C12-: -
<br />9'---
<br />I
<br />2'28" C1-
<br />53
<br />-
<br />34 44' T
<br />MONUMENT TO PROPERTY LINE
<br />4=2'25'27"
<br />d'1*49'3"
<br />L=55.00'
<br />r L-41.49.,
<br />EASEMENT LINE
<br />13.56'
<br />- -
<br />O
<br />36
<br />37
<br />5,7i64 SF*
<br />W
<br />uN 5,669 SFi
<br />VO2'2R
<br />N04'54'31"ER)
<br />o
<br />�
<br />z 4=1'00'57"
<br />LJ -
<br />._
<br />F-1 11
<br />5,500 SFt
<br />TOTAL
<br />_
<br />o0' d2 00128'
<br />.00
<br />01
<br />�1
<br />1
<br />N88'48'10"W
<br />NOTES 19.66'
<br />1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED
<br />2. SEE SHEET 2 FOR ADDITIONAL NOTES.
<br />3. ALL FRONT LOT 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 />LLAT Lf INt 1
<br />19,147 SFt
<br />60.OG'
<br />J
<br />L>
<br />38
<br />6,000 SF±
<br />o w
<br />z
<br />8.00'
<br />I
<br />Iv Iv n LVJ.JV
<br />N88'48'10"W 283.56'
<br />55.00' T 55.00'
<br />U
<br />O
<br />U
<br />39
<br />LC) 5,500 SFt
<br />CID
<br />U
<br />O
<br />0
<br />W 40
<br />u 5,500 SF±
<br />CJ
<br />z
<br />N88'48'10"W 305.86'
<br />CORDELiA LANE
<br />N88'48'10"W JO5.86'(M-M)
<br />"E N88'48'1
<br />FA�\ �r L r
<br />ON 21017-058417
<br />286.32'
<br />55.00'
<br />LINE/RIGHT--OF-WAY LINE
<br />45.00'
<br />- - - - - - - - - -
<br />EASEMENT LINE
<br />A=0'07'32"
<br />- -
<br />MONUMENT LINE
<br />--------------------
<br />TIE LINE
<br />C] U
<br />O
<br />41 =�
<br />�
<br />42
<br />LJ -
<br />._
<br />RECORD DATA AS NOTED
<br />5,500 SFt
<br />TOTAL
<br />G,606 SFi
<br />(R)
<br />n
<br />G
<br />z
<br />�n
<br />(M -PL)
<br />MONUMENT TO PROPERTY LINE
<br />N01'04'22"E
<br />9-��
<br />FOUND STANDARD STREET MONUMENT
<br />1, 9' C15
<br />•
<br />FOUND MONUMENT AS NOTED
<br />- -
<br />i
<br />of
<br />a; 1
<br />N I
<br />G6
<br />C20
<br />618
<br />C O
<br />J O
<br />o c
<br />CD c
<br />43 W
<br />5,656 SFf
<br />7� o�
<br />;7 �V
<br />- w o
<br />o � o
<br />z � z
<br />Ln
<br />N89'39'32"W 122.98'(T)
<br />N89°3 9'32"W 122.98'(7)
<br />-C19 `n
<br />100.25'58"E(R E-
<br />41
<br />C11
<br />C17 N8939'32"W
<br />o 97.98'(T)
<br />1 �
<br />A=0'51'22" L=_76.94'(M-M) N89'39'32"W O
<br />R=5150.00' o 150.98'(M -M) f
<br />R=5170.00' i N 538.98'(7)
<br />1 =77.23' N89'39'32"W
<br />TRACT N, 3877
<br />SUBDIVISIONS DIVISIONS Ota SAN JOAQUIN COUNTY, CALIFORNIA
<br />ELLIS GARDENS - PRASE 1
<br />BEING A SUBDIVISION OF PARCEL 1 AS DESCRIBED ON THAT CERTAIN DEED
<br />RECORDED MAY 24, 2017, AS DOCUMENT NO.20t7-058417, OFFICIAL RECORDS OF
<br />SAN JOAQUIN COUNTY, LYING WITHIN SECTION 6, TOWNSHIP 3 SOU'T'H, RANGE
<br />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' FEBRUARY 2019
<br />40' 0' 20' 40' 80' 160'
<br />GRAPHIC SCALE
<br />BASIS Of BEARINGS:
<br />THE LINE BEARING NOOI3'39"W (CALCULATED) BETWEEN THE CITY OF
<br />TRACY CONTROL MONUMENTS CPS09 AND GPS16 OF THE CITY OF
<br />TRACY MODIFIED GRID SYSTEM, CALCULATED FROM 111E 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 DEPARTMENTS, WAS USED AS THE BASIS OF BEARINGS FOR
<br />THIS MAP, SHOWN HEREON. DISTANCES SHOWN ARE GROUND
<br />DISTANCES.
<br />(R('.EiTTiI
<br />BOUNDARY LINE
<br />----LOT
<br />LINE/RIGHT--OF-WAY LINE
<br />- - - - - - - - - -
<br />EASEMENT LINE
<br />- -
<br />MONUMENT LINE
<br />--------------------
<br />TIE LINE
<br />Z/Ziiiiiiiiiiiiii/z4
<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 />c1
<br />FOUND STANDARD STREET MONUMENT
<br />•
<br />FOUND MONUMENT AS NOTED
<br />CO
<br />SET STANDARD STREET MONUMENT, LS
<br />7960
<br />0
<br />SET REBAR AND CAP, IS 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 />LS 8164,
<br />PER (4)
<br />FOUND REBAR AND CAP, IS 8164, PER
<br />(4)
<br />ON
<br />DOCUMENT NUMBER
<br />PUE
<br />PUBLIC UTILITY EASEMENT
<br />AC
<br />ACRES
<br />SF
<br />SQUARE FEET
<br />SHEET 6 OF 7
<br />
|