|
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 />REFERENCES: TF�AC-I- 3 t 6%
<br />SEE SHEET 3 FOR REFERENCES /12 1\/1 &' P 1 J
<br />,a
<br />180
<br />179 r -
<br />G
<br />DETAIL C 1 J J
<br />NOT TO SCALE
<br />Vs0 �� \ goo 00
<br />O N41'24'23'
<br />✓ �� .\ L14 0o rF
<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 />PA PP i- L C
<br />TRACT NO, 3872
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />ELLIS PHASE 113
<br />BEING A SUBDIVISION OF ALL OF RESULTANT PARCEL D OF THAT CERTAIN
<br />GRAN'I' 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 />U lA1 ?_U 1 J 1 2 9 6 a I ELLIS LANE 6 CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br />r O C58 9 ti
<br />16' PIPELINE EASEMENT IN FAVOR OF 16 4
<br />UNITED STATES OF AMERICA PER
<br />1551 OR 530 TO BE ABANDONED OR °1
<br />RELOCATED BY SEPARATE
<br />-1 I INSTRUMENT J Q / '/SE \
<br />( r E DETAILv D
<br />O7 I THIS SHEET 8i
<br />LLl i J hL y / a=5°09'35" J 1QU4 uSJ ` ti��
<br />L=41.33'
<br />O D 4y `^gyp`?m. QJ YQ>
<br />o I o 8.426 `lr vl 1� N 44 / / I =53.8.3' > >� 169 h1� Y STS
<br />o V i i O, 13.32' 0 y B> G1
<br />LSI 14
<br />SEE DETAIL E 8,120 SFi
<br />t) - �7 51 i 6 6°43'09" THIS SHEET
<br />I N89°39'32"W _ __
<br />LL `LL. 'cN_-, r ��- ��� J 4144 0. ti�3"v0�6'
<br />1- D' L=53.83 ti
<br />�) L c c) z -C:)
<br />X9.84' i R 45g 0� �� �h� L o 0o S ` h
<br />Carlson, Barbee & Gibson, Inc.
<br />N89°39'32"W 59.84'( (� j}�' T ( CIVIL ENGINEERS • SURVEYORS + PLANNERS
<br />I 1' ACCESS CORDELLA SAN RAMOPJ,CALIFORNIA
<br />I` RESERVE STRIP LANE SCALE: I" - 40' MAY 2017
<br />1-28_00'_ _ 10 0' 5' 10' 20' 40'
<br />1 20.00' --�---
<br />L N89'39'32"W 59.84'1
<br />- - - - GRAPHIC SCALE
<br />220 LEGEND
<br />DETAIL A BOUNDARY LINE
<br />_ LOT LINE/RIGHT-OF-WAY LINE
<br />NO f TO SCALE - - - - - - -- -- -- - EASEMENT LINE
<br />170 o i g ,- _D=6'43 09 �i �
<br />E) L=53.83' o 6,630 SFt
<br />N89'39'32"W - _ _ ? 171 0' J G'\�Q�
<br />9=6'43'09" p^ l
<br />1 - 59.84'' - - - - 4-=6'43'09" L=53.83' 6,630 SFt 1 O 1 • ,ti s\
<br />-1
<br />C14- L=53.83' o o, �S - 4
<br />�] 6,474 �F.t 2 r ��
<br />6,
<br />172
<br />2
<br />U7 1 0 6,630 SF:t p F i 7 rn
<br />173OIL
<br />'o
<br />z N o- E6�� c� L �O N43°11'02"W(R)
<br />L131 0 7C Y 17� r, 6,630 SFt �o v� O• %� /
<br />0 1/ 5 p o 6,630 SFt o 6 NSOyg�L ti1N� 1(33 G1�
<br />7,910 SFt o Q't D- N4 5
<br />o v- 5 ti p• 30 6,000 SFt /
<br />co x,66 1
<br />45
<br />A=5'21'46
<br />182
<br />6,000 SFt L=64.68'.
<br />�A /
<br />C13 L=6'43'09
<br />' L=66.73'
<br />c
<br />55 3 L o
<br />Lll 15317 SF3. 2`46 l 1�1
<br />r
<br />D,5 A--5'21'47"
<br />55 52' V=55 �2 t �a 6,000 SFt L=64.68
<br />o L12 L=58.16' r1=5°2l h7" 1-` 2 0o
<br />z c C15 Q=5°38'17" SEE DETAIL C /
<br />p 0 o -
<br />m m THIS SHEET s 180
<br />a �- 6,000 SFt b=5'21'46
<br />L=64.68,
<br />179
<br />-1 � z ''• p o �n 6CD-,000 SFt
<br />w, o N 0 170 � A 5'21'47"- �i qg1
<br />t j Li) N 176 177 6,000 SFt A L=64.68' �, 52 til \ / / / 204
<br />SEE DETAIL BLLo 6,308 SFt .A 5'21'46"
<br />5,754 SFt r
<br />CD
<br />22'i THIS SHEET �64.68'
<br />z A=5'21'47"-6pN1/7'3-/3
<br />'0/1
<br />"-R�
<br />17 A --5'M'17" L=64.68'i
<br />L=68.00-' \NC2C'4YSj
<br />N\\6
<br />9'09'11E(R)
<br />r
<br />J
<br />L13, -37.84'`C17- ov'D 'kN T6_.
<br />\&
<br />N89'39'32"W 59.84�
<br />o _ ��
<br />A=5'3028N900%6I
<br />'4'16
<br />59.84'(M -PL) L -69.12(M-) I - '= I *�C30
<br />N19°34'51"W R \ (`
<br />rN89'39'32"Wi o R=719.00'
<br />N89°39'32"W 59.84io C26 J oR / N08°50'35"W R r, N70*37'05"E R \1 U
<br />I N0 28.00'- 1
<br />a
<br />w
<br />I-
<br />I
<br />28.00'
<br />NO
<br />219
<br />a
<br />s
<br />N89°39'32"W
<br />0� J
<br />L15
<br />N23'35'55"W
<br />28.64'
<br />o�
<br />N89°39'32"W
<br />I
<br />1_16
<br />N00'26'59"E
<br />38.43'
<br />W
<br />I
<br />'22.00'
<br />Liz
<br />N00°26'59"E
<br />48.26'
<br />L14
<br />N47°53'38"W
<br />6.19'
<br />L18
<br />N47°53'38"W
<br />22.03'
<br />O
<br />91'18'10"
<br />SET REBAR AND CAP, LS 8164
<br />C31
<br />719.00'
<br />STANDARD STREET MONUMENT, LS 8164, TO
<br />0
<br />C14
<br />BE SET PER TRACT 3764 (42 M&P 43)
<br />S1
<br />y
<br />REBAR AND CAP, LS 8164, TO BE SET PER
<br />SEE SHEET 6
<br />1725-000
<br />LINE TABLE
<br />LINE TABLE
<br />NO
<br />BEARING
<br />LENGTH
<br />NO
<br />BEARING
<br />LENGTH
<br />1-11
<br />N89°39'32"W
<br />17.84'
<br />L15
<br />N23'35'55"W
<br />28.64'
<br />L12
<br />N89°39'32"W
<br />17.84'
<br />1_16
<br />N00'26'59"E
<br />38.43'
<br />L13
<br />N89°39'32"W
<br />'22.00'
<br />Liz
<br />N00°26'59"E
<br />48.26'
<br />L14
<br />N47°53'38"W
<br />6.19'
<br />L18
<br />N47°53'38"W
<br />22.03'
<br />(R)(M-M)
<br />1
<br />l
<br />179
<br />178 G
<br />�. oa
<br />11
<br />DETAIL B
<br />NOT TO SCALE
<br />CENTERLINE
<br />CITY LIMIT LINE
<br />TIE LINE
<br />Z_Z /-Z!/ / i /
<br />/ / / G
<br />RESTRICTED ACCESS
<br />NO
<br />RADIUS
<br />U)
<br />LENGTH
<br />REFERENCE NUMBER
<br />(123.45')
<br />DELTA
<br />RECORD DATA AS NOTED
<br />(T)
<br />-
<br />RADIUS
<br />TOTAL
<br />(R)
<br />Cll
<br />RADIAL
<br />(M -M)
<br />31.42'
<br />MONUMENT TO MONUMENT
<br />(M -PL)
<br />80°42'26"
<br />MONUMENT TO PROPERTY LINE
<br />U
<br />719.00'
<br />FOUND STANDARD STREET MONUMENT
<br />46.13'
<br />C13
<br />FOUND MONUMENT AS NOTED
<br />2'59'31"
<br />29.71'
<br />SET STANDARD STREET MONUMENT, LS 8164
<br />O
<br />91'18'10"
<br />SET REBAR AND CAP, LS 8164
<br />C31
<br />719.00'
<br />STANDARD STREET MONUMENT, LS 8164, TO
<br />57.42'
<br />C14
<br />BE SET PER TRACT 3764 (42 M&P 43)
<br />S1
<br />23.96'
<br />REBAR AND CAP, LS 8164, TO BE SET PER
<br />25.00'
<br />9011'56"
<br />TRACT 3764 (42 M&P 43)
<br />DN
<br />250.00'
<br />DOCUMENT NUMBER
<br />PUE
<br />C15
<br />PUBLIC UTILITY EASEMENT
<br />AC
<br />18.95'
<br />ACRES
<br />SF
<br />245'06"
<br />SQUARE FEET
<br />C58`25.00'
<br />N41°24''23"W R /
<br />/
<br />'28'09"W(R)
<br />83°30'45"
<br />36.44'
<br />/
<br />y N17
<br />25.00'
<br />94'42'36"
<br />41.32'
<br />C25
<br />250.00'
<br />R=20,00'
<br />CURVE
<br />CURVE TABLE
<br />CURVE TABLE
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />NO
<br />-
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />Cll
<br />20.00'
<br />90'00'00"
<br />31.42'
<br />C21
<br />25.00'
<br />80°42'26"
<br />35.22'
<br />C30
<br />719.00'
<br />3'40':-35"
<br />46.13'
<br />C13
<br />569.00'
<br />2'59'31"
<br />29.71'
<br />C22
<br />25.00'
<br />91'18'10"
<br />39.84'
<br />C31
<br />719.00'
<br />4'34'32"
<br />57.42'
<br />C14
<br />459.00'
<br />2'59'31°
<br />23.96'
<br />C23
<br />25.00'
<br />9011'56"
<br />39.36'
<br />C32
<br />250.00'
<br />24'02'54"
<br />104.93'
<br />C15
<br />591.00'
<br />1'50'14"
<br />18.95'
<br />C21
<br />250.00'
<br />245'06"
<br />12.01'
<br />C58`25.00'
<br />83°30'45"
<br />36.44'
<br />C16
<br />25.00'
<br />94'42'36"
<br />41.32'
<br />C25
<br />250.00'
<br />4'13'00"
<br />18.40'
<br />C59
<br />1500.00'
<br />1°14'58"
<br />32.71'
<br />C17
<br />691.00'
<br />1'50'14"
<br />22.17'
<br />C26
<br />739.00'
<br />1'11'39"
<br />15.40'
<br />C18
<br />691.00'
<br />3'52'20"
<br />46.71'
<br />C27
<br />719.00'
<br />3'58'13"
<br />49.82'
<br />C19
<br />25.00'
<br />85'53'43"
<br />37.48'
<br />C28
<br />719.00'
<br />3'57'06"
<br />49.59'
<br />C20
<br />25.00'
<br />83'17'48°
<br />36.34'
<br />C29
<br />719.00'
<br />4'01'04"
<br />50.42'
<br />169
<br />R=464.00'
<br />� A=1'31'40"
<br />L=12.37' DETAIL D
<br />1\139'52'43"W(R) NOT TO SCALE
<br />(M -M) 4.00'
<br />�i��N36°43'12"W(R)
<br />0.55'
<br />yl h O
<br />(M -M) 169
<br />17
<br />a1 \ R=464.55'
<br />// R 464 55� A=0°28'24" L=3.84'
<br />N35'47'42"IW(() A.02706 DETAIL E
<br />L=3.66'
<br />
|