|
LINE TABLE
<br />NO
<br />BEARING
<br />LENGTH
<br />L4
<br />N39'27'05"E
<br />24.30'
<br />L5
<br />N50'32 55 W
<br />16.3/'
<br />L6
<br />N55'25'31"W
<br />28.00'
<br />(M -M)
<br />(R)
<br />CURVE TABLE
<br />NO RADIUS DELTA LENGTH
<br />C1
<br />25.00'
<br />89'40'06"
<br />39.13' 1
<br />C2_1033.00'
<br />1033.00'
<br />3'03'04"
<br />55.01'
<br />C22
<br />400.00'
<br />4'52'36'"
<br />34.05'
<br />C23
<br />1033.00
<br />2'55'01"
<br />52.58'
<br />C24
<br />C25
<br />1118.00'
<br />967.00'
<br />0'10'42"
<br />0'08'35"
<br />3.98'
<br />2.41'
<br />C26
<br />967.00'
<br />2"0'38"
<br />42.37'
<br />C27
<br />25.00'
<br />91'34'54"
<br />39.96'
<br />C28
<br />863.00'
<br />3°4542"
<br />56.66'
<br />C29
<br />25.00'
<br />94'52'18"
<br />41.40'
<br />� 1 AC
<br />CESS RESLRF
<br />_� ts7 � X35.00' F SARIP ��965.00' Q=16"
<br />�r1 R,lp 15'15" L-273.76'
<br />� 00.00'
<br />4 X6.56,45„
<br />n
<br />L"121.22_( __ N00'39'33"E f
<br />z 33.00' MPO
<br />L'4•p3, °_, - �=1000.00 4_9°18'3162.47'(M --M)
<br />'1033.00 -
<br />1033 00'
<br />z N 11'06'M"E� N00'39'3.3"E(R)
<br />N12'51'28"E R ni
<br />o q R=1033.00' A=6'27'05" L=116.32'
<br />i = - 'C39-._ - i
<br />/ - C35-
<br />N77'28'26"W R /-N�Q_4"08"yyC>)
<br />ppE o
<br />i
<br />Lr
<br />L)
<br />C) ,� • S 1_l
<br />)' -1
<br />CURVE TABLE
<br />NO
<br />C30
<br />031
<br />RADIUS
<br />967.7
<br />967.00
<br />DELTA
<br />3'21'19"
<br />3'17'01"
<br />LENGTH
<br />56.63'
<br />55.42'
<br />C32
<br />1033.00'
<br />0°49'45"
<br />14.95'
<br />C33
<br />C34
<br />863.00'
<br />1131.00'
<br />3'17'02°
<br />0.49'46"
<br />49.46'
<br />16.46'
<br />C35
<br />1033.00'
<br />3'09'30"
<br />56.93'
<br />C36�
<br />1137.00'
<br />2'00'20"
<br />39.80'
<br />C37
<br />159.00'
<br />17'09'2.6"
<br />47.60'
<br />C38
<br />25.00'
<br />85'10'46"
<br />37.17'
<br />C39
<br />1033.00'
<br />L 2°2750"
<br />4
<br />v,
<br />7,065 F'z
<br />N25
<br />7693 SFT
<br />C41 N
<br />N21'16'S2R1 C43-
<br />\7 -
<br />C36
<br />R-1159.00'
<br />Cr
<br />"a� o
<br />6� G
<br />24 2
<br />6,220 SFt
<br />LJ
<br />4
<br />A=3'09'30" + 9'
<br />r,
<br /><n
<br />-C42
<br />RADIUS
<br />DELIA
<br />o
<br />C40
<br />428.00'
<br />,•
<br />'2'2.00'
<br />C41
<br />181.00'
<br />c
<br />J
<br />r,
<br />181.00'
<br />�
<br />3.45'
<br />/
<br />W
<br />Z
<br />8.72'
<br />56.14'
<br />5,138 SF±
<br />25.00'
<br />ft
<br />45.07'
<br />C46
<br />1260.00'
<br />2'41'10"
<br />z
<br />�
<br />o
<br />2 31'35"
<br />51.10'
<br />C48
<br />�
<br />U
<br />55.01'
<br />I
<br />1260.00'
<br />z
<br />55.00' J
<br />FOUND REBAR AND CAP, LS 8164, PER
<br />(4)
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELIA
<br />LENGTH
<br />C40
<br />428.00'
<br />2'56'44"
<br />'2'2.00'
<br />C41
<br />181.00'
<br />11°07'20"
<br />54.09'
<br />C42
<br />181.00'
<br />1'05'31"
<br />3.45'
<br />C43
<br />C44
<br />1260.00'
<br />227.00'
<br />0'23'48"
<br />14'10'14"
<br />8.72'
<br />56.14'
<br />C45
<br />25.00'
<br />103'17'37"
<br />45.07'
<br />C46
<br />1260.00'
<br />2'41'10"
<br />59.07'
<br />C47
<br />1159.00'
<br />2 31'35"
<br />51.10'
<br />C48
<br />1159.00'
<br />2'43'09"
<br />55.01'
<br />C49
<br />1260.00'
<br />2°3O'04"
<br />55.00' J
<br />CURVE TABLE
<br />�NO
<br />C50
<br />C51
<br />C52
<br />RADIUS
<br />1159.00'
<br />841.00'
<br />1260.00'
<br />DELTA
<br />0'44'52"
<br />i 2'46'31"
<br />0°52'04"
<br />LENGTH
<br />15.12
<br />40.74'
<br />19.09'
<br />C53
<br />740.00'
<br />2'46'31"
<br />35.84'
<br />C54
<br />740.00'
<br />2'43'59"
<br />35.30'
<br />C55
<br />740.00'
<br />2'39'13"
<br />( 71.14'
<br />C56
<br />25.00'
<br />-530'30"
<br />33'59'51"
<br />F 3 6.65'
<br />C57
<br />L3 00.00'
<br />0'52'30"
<br />19.85'
<br />C58
<br />C59
<br />1260.00'
<br />740.00'
<br />0'44'02"
<br />2°17'15"
<br />16.14' {
<br />29.54' '
<br />CURVE TABLE �I
<br />NO
<br />RADIUS-
<br />DELTA
<br />LENGTH
<br />C60
<br />25.00'
<br />88'03'08"
<br />38.42'
<br />0161
<br />1260.00'
<br />2.40'33"
<br />58.84' -
<br />C62
<br />967.00'
<br />2'39'13"
<br />44.78'
<br />C63
<br />181.00'
<br />16'01'43"
<br />50.64'
<br />C64
<br />C65
<br />841.00'
<br />1260.00'
<br />3'45'36"
<br />2'41'36"
<br />55.19'
<br />59.23'
<br />C66
<br />428.00'
<br />�„
<br />9'344.7
<br />/L56 �
<br />C67
<br />428.00'
<br />10'07'04"
<br />_15.59'
<br />iLLIS TOWN DRIVE
<br />R=1000.00' A=9'57'49" L=173.90'(M_'"
<br />-_M) N16'24'18"E(
<br />N07-17'53"E(R) N1O'J7'22"E R'/' _ 4=5`46'56„
<br />'_ L=100.9r
<br />R=967.00' 4=6'38'20" L=112.05' R=100p p0, 6M y)
<br />- -'C31- - - - -C30
<br />N13'45'05"EM
<br />W � ,<iv 'n
<br />L o
<br />- -� C62
<br />d_
<br />5'
<br />J f'I/ _-- P
<br />23
<br />z 129
<br />E - /
<br />22
<br />22
<br />28.00'
<br />''
<br />28.0-0-,--
<br />0' - /
<br />-
<br />7,087 SFt
<br />A> 2 24
<br />3,381 SFt li
<br />TIE LINE
<br />l� 5' pU E
<br />SFi
<br />�-
<br />5�
<br />p0E 1
<br />2
<br />/_'5459,
<br />W
<br />5,595 SFt
<br />f0
<br />RADIAL
<br />21
<br />-C34
<br />z
<br />MONUMENT TO PROPER FY LINE
<br />� /
<br />� -
<br />/
<br />FOUND MONUMENT AS NOTED
<br />l�
<br />SET STANDARD STREET MONUMENT, LS
<br />Qj ^- -C r
<br />Tell ' i✓ a 3877
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />ELL'S
<br />A E - PHA E I
<br />TLL:[S NS S
<br />BEING A SUBDIVISION OF PARCEL, I AS DESCRIBED ON THAT CERTAIN DEED
<br />RECORDED MAY 24, 2017, AS DOCUMENT NO. 2017-058417, OFFICIAL RECORDS OF
<br />SAN JOAQUIN COUNTY, LYING WITHIN SECTION F, TOWNSHIP 3 SOUTH, RANGE
<br />5 EAST, MOUNT DIABLO BASE AND MERIDIAN
<br />CITY OF TRACY, SAN' JOAQUIN COUN'T'Y, CALIFORNIA
<br />Carlson, Barbee & Gibson, Inc.
<br />CIVIL_ ENGINEERS • SURVEYORS • PLANNERS
<br />SAN RAN ON, CALIFORNIA
<br />SCALE: V = 40' FEBRUARY R TRY 2019
<br />GRAPHIC SCALE
<br />BASIS OF BEADINGS:
<br />THE LINE BEARING N00'13'39"W' (CALCULATED) BETWEEN THE CITY OF
<br />TRACY CONTROL MONUMENTS CPS09 AND OPS16 OF THE CITY OF
<br />iRAr Y MODIFIED GRID SYSTEM, CALCULATED FROM 1HE CITY OF
<br />TRACY REPORT ON GPS SURVEY PREPARED BY ASSOCIATED
<br />81965 CON ULTANTS GROUP INC., ON FILE WITH THE CITY OF TRACY PUBLIC
<br />i- .00' 4= WORKS DEPARTMENTS, WAS USED AS THE BASIS OF BEARINGS FOR
<br />6 03'SO" L; 0 J THIS MAP, SHOWN HEREON. DISTANCES SHOWN ARE GROUND
<br />17 •`5'(r) DISTANCES.
<br />R=10 LEGEND
<br />oo. `
<br />Q) Op q„16° p S3 - -
<br />N16°24'18"E R L-280.3-7
<br />V v
<br />C25 I ` Q=16°n v, ,,------ -----
<br />'c21._ L-289.62'(7)
<br />Q_
<br />Ki
<br />32"E R N08'30'57"E R /, 6,52 oFJ_
<br />w „, 20PIS
<br />x2.68 -� 9 N15°49'11"E R 19
<br />% C33 s, 5,964 SFf
<br />A=4'34'23" 1.=68 i o Q. o w
<br />L=118.93' p R=863.00' - " . 88' ^ / C'L4
<br />ELMS i LANE 8 6,313 SFt L-118.. _ q / < 5,967 SFt w
<br />9'36" L=121.23` R=841.00' A_ o �S" / � N15°59'53"ERZ
<br />7'45'40" L=113.0 `� 0 �, C ` ,'�
<br />C48 C50 C51 A--4'59'09" L 73 g o' 4j o 28 H=2.4j28„ L u' 1
<br />V
<br />llaj N o N08'25'12' R �� ^- L � v �� t 0T R��21g 02' 4j 42'46"
<br />�\ '�T I ` �� ` Y �+
<br />CD ", o Q z= C64 / 1 p -14, L=60.51' .9'
<br />z1 0' /. =i fV1' 147 pl, 4g'03"
<br />L
<br />28 "1
<br />Z
<br />t
<br />5,555 SFt <
<br />30 JJ�S3'EiR C57 R=l3p� , , =330.14" f I
<br />._
<br />z 129
<br />LOT LINE/RIGHT-OF-WAY LINE
<br />ro
<br />z _
<br />-1�
<br />11 f(R
<br />A> 2 24
<br />TIE LINE
<br />6,506
<br />SFi
<br />�-
<br />5�
<br />p0E 1
<br />2
<br />/_'5459,
<br />W
<br />5,595 SFt
<br />TOTAL
<br />RADIAL
<br />MONUMENT 10 MONUMENT
<br />a
<br />MONUMENT TO PROPER FY LINE
<br />l
<br />PIJt
<br />/
<br />FOUND MONUMENT AS NOTED
<br />SET STANDARD STREET MONUMENT, LS
<br />7960
<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 />LS 8164,
<br />PER (4)
<br />FOUND REBAR AND CAP, LS 8164, PER
<br />(4)
<br />N06'10'02"E(�
<br />% -7800'
<br />__28.00' / o/
<br />7,191 SFt
<br />32
<br />C44 ����-,C46 / n g' - 9 C52 - -
<br />-f �- /-
<br />Q, N07'06'38"E H i R=1260.00' 7,C54 �Ff
<br />2jA 4-6'27'{i6" - 5,752
<br />43, o L 141.88' C55 c,5� =L
<br />34, 1=X32.. r ®i\if N00'39'32"E�) i' ��- z CL 1
<br />i LIA LANE rn - C58
<br />3 3D (M-MJ--�-� CA
<br />X 2021° o f R=1288.00' 4=6'21'06" L_14 -� O A=9'20'16" L=116.04'
<br />REFERENCES: 1,1s< 1 5.o3'.M-M�
<br />1. 4, C o R=712.00' 4-15°44'4
<br />() INDICATES REFERENCE NUMBER. R=1316.00' A -a•o rr, ,, no•Go'na"r of
<br />(1) PARCEL MAP (25 PM 33)
<br />(2) RECORD OF SURVEY (7 SURVEYS 285)
<br />(3) PARCEL MAP (18 PM 167)
<br />(4) TRACT 3872 (42 M&P 91)
<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) PARCEL MAP (25 PM 195), CERTIFICATE OF
<br />CORRECTION (DN. 2014-113066)
<br />(9) TRACT 3764 (42 M&P 43)
<br />(10) LOT LINE ADJUSTMENT (DN. 2017-058417)
<br />1725-000
<br />NOO'39'
<br />�50i1t
<br />u�
<br />N1624 j8"E K9
<br />X6'24 30 v
<br />L-i95.6T(Al
<br />�o
<br />N
<br />4`2 fi
<br />L=54.94,
<br />5,806Sr
<br />3 _i
<br /><_C65
<br />-
<br />'
<br />44' p �_
<br />R'� 88.r0`
<br />4=7Si2'28'"
<br />R_ 1376 L=341.87'(M-M)� O
<br />C\,
<br />N
<br />1J
<br />W
<br />W
<br />C14
<br />(123.45')
<br />(R)
<br />(M -M)
<br />(M -PL)
<br />•
<br />O
<br />O
<br />Ull
<br />BOUNDARY LINE
<br />LOT LINE/RIGHT-OF-WAY LINE
<br />EASEMENT LINE
<br />MONUMENT LINE
<br />TIE LINE
<br />RESTRICTED ACCESS
<br />REFERENCE NUMBER
<br />RECORD DATA AS NOTED
<br />TOTAL
<br />RADIAL
<br />MONUMENT 10 MONUMENT
<br />MONUMENT TO PROPER FY LINE
<br />FOUND STANDARD STREEI MONUMENT
<br />FOUND MONUMENT AS NOTED
<br />SET STANDARD STREET MONUMENT, LS
<br />7960
<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 />LS 8164,
<br />PER (4)
<br />FOUND REBAR AND CAP, LS 8164, PER
<br />(4)
<br />DOCUMENT NUMBER
<br />PUBLIC U iIL11Y EASEMENT
<br />ACRES
<br />SQUARE FEET
<br />L ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED
<br />2. SEE SEIEET 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 />SIIEET 7 OF 7
<br />
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