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CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />C13
<br />25_00'
<br />90'00'00"
<br />39.27'
<br />C28
<br />'25.00'
<br />93'34'34"
<br />40.83'
<br />2C 9
<br />610.00'
<br />3'34'36'
<br />I 38.07'
<br />C30
<br />5.00'
<br />167'20'19"
<br />14.60'
<br />C31
<br />290.00'
<br />12'25'20"
<br />62.88'
<br />LC32
<br />25.00'
<br />64'12'33"
<br />28.02'
<br />C33
<br />50.00'
<br />2'24'46"
<br />2.11'
<br />C34
<br />50.00'
<br />C�
<br />16.81'
<br />C35
<br />50.00'
<br />X19'15'47"
<br />16'51'02'
<br />14.70'
<br />C36
<br />70.00'
<br />11'52'05"
<br />14.50'
<br />CURVE
<br />TABLE
<br />BEARINGLENGTH
<br />NO RADIUS DELTA
<br />LENGTH
<br />C37 50,00'
<br />26'28'47`_
<br />23.11
<br />C38 1972.00'
<br />1°37'31"
<br />27.52]
<br />l_l
<br />N83'55'S0"W 31
<br />'7'05"E 3.70'
<br />124
<br />l 9,960 SF±
<br />125
<br />L-52.06'28"
<br />9,778 SF± L-.63.66'
<br />LINE TABLE
<br />NO
<br />BEARINGLENGTH
<br />CN70'23'05"W
<br />L14
<br />N80'47'41"W
<br />41.28'
<br />L15
<br />N50'32'55"W
<br />17.82'
<br />L16
<br />N74'06'42"W
<br />14.40'
<br />ro
<br />13 /1
<br />N',2-�.�L
<br />63
<br />N83'55'50"W
<br />- 6.80'
<br />hs 41
<br />123
<br />7,660 SF±
<br />SEE SKEET 9
<br />16
<br />o�j N72°04'09"W1
<br />N80'14'23 W
<br />4.99'
<br />CN70'23'05"W
<br />tQ 122
<br />� 4.97
<br />LOT LINE/RIGHT--OF-WAY LINE
<br />o
<br />�
<br />" 7,385 SF±
<br />EASEMENT LINE
<br />NOTES
<br />1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED
<br />2. SEE SHEET 2 FOR ADDITIONAL NOTES.
<br />3. AI_L FRONT LINE CORNERS ARE TO BE REFERENCED WITH A NAIL .AND
<br />TAG SET LN 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 />1 `37
<br />REFERENCES:
<br />SEE SHEET 3 FOR REFERENCES
<br />1Jar
<br />f N80'14'23"w
<br />47.72' N81 °Co'21 "W
<br />N81'00'21 "W 54.53'
<br />2104' N86'48'39"W 14.51'
<br />-3 9
<br />101 6 f
<br />8pO. 121
<br />S� \ o��Op 0' N 7,344 SF± w 120 0
<br />�P � 3 � 4 j %�.-
<br />� 3 z
<br />6- 7,723 SF± w 119 1 1
<br />1 _
<br />, o I Q)_ _ 0000 t .v 4
<br />126 \VP �� 1W p0-59.39. --45.22' /, a N7620� n z ry 7,597 SF± d
<br />�C-- ^' p`' � - � w 149.1 ` 44. � a %�
<br />7,350 SF± : 3. C33- Oo o F• - ` 3
<br />iN 4!-' 98 38 -?253"
<br />zoN7620 22" 149.14'1 J 94
<br />b L 7
<br />-46.6g,-__ `A .00 ' L=77.19'
<br />A=2'35'46 „
<br />1910" L=225.96' L=44.04'N76Z022 `o
<br />70.O'-12^ 94
<br />-
<br />10,097 SF± 70 i N 3'1000.00' Q=13°--,--
<br />00'
<br />191C
<br />�3a•> � \� �siy s'q / / < `` �- C�`�w �w � i`�� 105 'm
<br />/
<br />7,871 SF± 4 ,
<br />"-R =_10.2.8.00'
<br />7.67 9' A==3°49'2A7="73'19`" L=238 92 -80.00° c 106 A3A.=3°
<br />49'36"-.014 L-68.67'
<br />60 u4� 7,931 SF± L=61.74' I L=68.65'ti w -
<br />u�L-=2_3°91=.937g'
<br />107
<br />•i
<br />-19
<br />N28'40'21"E---.8,122 SFi
<br />i'' ' ��� 14.27' 1013 -� 109
<br />6
<br />ass„ 6100 ,%oma 013 00?, ? 8,516 SF±
<br />iN7406'4„w 8,026 SF± 110 z 1 1 1
<br />46• j 70• o'v
<br />10,093 SF± a N74'06,42
<br />n \ 0 82 W 7
<br />05
<br />[' N35-52'31" (R1 ry c M 64,76.
<br />1 I\R"� r� �� \ 9
<br />4,
<br />�J Nd
<br />C. 8,121 SF±
<br />WLE '
<br />\ \ \�' `\, On
<br />=ry >v , N
<br />R-6'8 t�-}
<br />� � � � � � �` 6� � \ ��V � A �a 102
<br />u 3 33 .I
<br />TRACT . 3906
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br />ELLIS DENS - MUSE 2
<br />BEING A SUBDIVISION OF PARCEL 2 AS DESCRIBED IN THAT CERTAIN DEED
<br />RECORDED NIAY 24, 2017, AS DOCUMENT NO. 2017-058417, OFFICIAL RECORDS OF
<br />SAN JOAQUIN COUNTY, LYING WITIiIN 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' FEBRUARY 2019
<br />7,636 SF± v
<br />ry O
<br />;V PJ
<br />O
<br />'06'42"W 22.19' z
<br />N82'08'31"!N 70.61'
<br />6.24'
<br />N89°39'32"W 60.32'
<br />70.00'
<br />N89'39'32"W 79.68'
<br />70.00'
<br />O,
<br />4, v �.. �. , sll \ �� f� 8,988 SF± Cj
<br />��h� z� 101 w 100
<br />1,/ 99 98
<br />U7/' `
<br />co
<br />a7n,
<br />�Ij 323 SF± '� °c' 9,027 SF±
<br />o
<br />97
<br />d 1,000 0 ± 7,000 SF±
<br />A=04609S6
<br />o61Ox'8'02 Q,5jL=7.91' R�232"
<br />430
<br />N12'4548"E 9
<br />R X00 6„ Abp -- 19.97 W _
<br />r 00 _ 32� \ ----� L --- -
<br />PARCEL D i �N14'39'31"E(� 102' 70.00'---- -- 10.00'- -- ----70.00'--- - -
<br />4,887 SF± N'727, d 34 3< " - 031
<br />\y
<br />00' � 1 � . � i- � N89'39'32"W 494.92(2)
<br />r ) 00 4 31 6W2; 17.04' o
<br />71 0 48, �M7 - _14'19'03"
<br />3g.143C,467 � v'�� i Lo=174.92'4o4., 00.25(r)
<br />4
<br />� - - - - - -N89'3-9'32-"W -53
<br />0.93'(M-M)
<br />R�/=6'26'0T'_9'32"W 73.17'(M-M)DIN 2 J 1 - J J CS4J
<br />�@
<br />v 12 �-- � '� � •-i � N83'13'23"w 102.99' �32.84'(L07 LINE) /�T� n �
<br />50' "AGREEMENT MODIFYING AN EASEMENT' BETWEEN_-��
<br />TUSO FARMS, INC, AND PG&E PER 92-041894
<br />?5' PIPELINE AND ELEGRAPH EASEMENT IN FAVOR OF STANDARD OIL COMPANY PER 951_OR i N89'39'32"W ?517.93'(2)
<br />30' CONSTRUCTION OR RECONSTRUCTION _ v v v ��
<br />T
<br />1725-000 EASEMENT IN FAVOR OF PG&E PER 302 OR 443 _y 15PIPELINE rASEMENIF IN FAVOR OF PG&E PER 302 OR 443
<br />4
<br />GRAPHIC SCALE
<br />ASIS OF BEARINGS:
<br />THE LINE BEARING NOO'13'39"W (CALCULATED) BETWEEN THE CITY OF
<br />TRACY CONTROL MONUMENTS GPS09 AND GPS18 OF THE CITY OF
<br />IRACY 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 />BOUNDARY LINE
<br />LOT LINE/RIGHT--OF-WAY LINE
<br />- - - - - - - -
<br />EASEMENT LINE
<br />- -
<br />MONUMENT LINE
<br />-- -
<br />CITY LIMIT LINE
<br />------------
<br />TIE LINE
<br />RESTRICTED ACCESS
<br />O
<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 />FOUND STANDARD STREET MONUMENT
<br />FOUND MONUMENT AS NOTED
<br />C�
<br />SET STANDARD STREET MONUMENT, LS 7960
<br />O
<br />SET REBAR AND CAP, LS 7960
<br />FOUND STANDARD STREET MONUMENT, LS
<br />8164, PER TRACT 3872 (42 M&P 91)
<br />FOUND REBAR AND CAP, LS 8164, PER
<br />TRACT 3872 (42 M&P 91)
<br />STANDARD STREET MONUMENT, LS 7960 TO
<br />BE SET PER (-1 1)
<br />DN
<br />DOCUMENT NUMBER
<br />TILE
<br />PUBLIC UTILITY EASEMENT
<br />AC
<br />ACRES
<br />SF
<br />SQUARE FEET
<br />WLE
<br />WAIER LINE EASEMENT
<br />?,1
<br />IA
<br />SHEET 10 OF 11
<br />w�u
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