|
FOUND 1" IRON PIPE IN
<br />WELL(6)(7) AT THE NORTHEAST
<br />CORNER OF SECTION 1, T3S,
<br />T2S, R4E, MDB&M
<br />R4E 36
<br />• 6 T3S, R5E
<br />T3S, 1 1691.99'(1692.17')(6)
<br />R4E
<br />25
<br />' 4 jSEE �DETAIL �C
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />Cl
<br />965_00'
<br />10'12'52"
<br />172.04'
<br />C2
<br />261.00'
<br />17°11'17"
<br />78.30'0'
<br />C3
<br />25.00'
<br />85°32'27"
<br />37.32'
<br />C4
<br />C5
<br />693.00'
<br />25.00'
<br />0'37'40"
<br />95°11'58' J
<br />7.59'
<br />41.54'
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />C6
<br />408.00'
<br />10'41'34"
<br />76.14'
<br />C7
<br />250.00'
<br />38°21'15"
<br />167.35'
<br />C8
<br />250.00'
<br />30°13'29"
<br />131.88'
<br />C9
<br />70.00'
<br />93'05'47"
<br />113.74'
<br />C10
<br />50.00'
<br />23°33'23"
<br />2.0.56'
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />C11
<br />132.00'
<br />12.38'45"
<br />29.13'
<br />C12
<br />25.00'
<br />76'38'22"
<br />33.44'
<br />C13
<br />121.00'
<br />25'44'15'
<br />54.35
<br />C14
<br />25.00'
<br />93.10'08"
<br />40.65 1
<br />C15
<br />132.00'
<br />30'35'34"
<br />70.48'
<br />CURVE TABLE
<br />NO
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />C16
<br />843.00'
<br />0'20'24"
<br />5.00'
<br />C17
<br />C18
<br />721.00'
<br />665.00'
<br />1'28'46"
<br />1°22'01"
<br />18.62'
<br />15.87'
<br />C19
<br />965.00't.16'11'15"
<br />,�C20'81035.00 ,. 44 45"
<br />273.76,
<br />1. 4.44'
<br />LINE TABLE
<br />NO
<br />BEARING
<br />LENGTH
<br />L1
<br />N00°20'28"E
<br />203.00'
<br />L2
<br />NOO°20'28"E
<br />286.56'
<br />L3
<br />N89°39'32"W
<br />128.00'
<br />L4
<br />NOO'20'28"E
<br />315.92'
<br />L5
<br />N89°39'32"W
<br />6.86'
<br />L6
<br />N00°20'28"E
<br />35.00'
<br />(M -M)
<br />(M -M)
<br />(M -PL)
<br />(M -M)
<br />M -PL
<br />()
<br />LINE TABLE
<br />NO
<br />BEARING
<br />LENGTH
<br />L7
<br />N89°39'32"W
<br />59.84'
<br />L8
<br />N74°55'17"E
<br />37.36'
<br />L9
<br />N89'33'16"W
<br />126.00'
<br />L10
<br />N89'33'16"W
<br />86.00'
<br />111
<br />L12
<br />N69'1 2'44"W
<br />N89'h0'20"W
<br />I
<br />100.48'
<br />44.00'
<br />(R
<br />LINE TABLE
<br />NO
<br />4 L13
<br />BEARING
<br />N12°19'05"W
<br />LENGTH
<br />56.00'
<br />IL14
<br />L15
<br />N89'33'16"W
<br />N77'01'32"W
<br />126.00'
<br />36.88'
<br />116
<br />N50'32'55"'W
<br />127.62'
<br />L17-
<br />L18
<br />N39°27'0_"E
<br />IN51'24'58"W'
<br />98.18'
<br />�-126.34'
<br />J LS 8164(1)(8) AT THE
<br />(R) CENTER OF SECTION 6,
<br />T3S R5E, MDB&M
<br />(LI
<br />(M --PL) 7\.
<br />2n
<br />(M -M) 76 AI r� E DETAIL A
<br />(N89'43'30"F 4174.00'}(5} of--- rUN IItJ lU
<br />(S89'44'00'W)(6) FOUND 3 ^' IRON PIPE(6) U7O, �I� �9-��L1� L _J(M-PL) z 17 BASIS OF
<br />7 N89'38 32 W 710.00 �_ (N89'44'00"E 4174.00')(6) I� BEARINGS
<br />32.00' - - 710.00_ -� - COUNTY OF SAN JOAQUIN N8938'32'"W 4174.03' 3464.03'(BOUNDARY) r 8 l
<br />I�
<br />---------- -- -----------------------
<br />\ \\\ `N00°26'28"E 17.00'(500'1 l'E)(6) CITY OF TRACY 1893.03 157L00'-
<br />L14 \ \\
<br />'--N89-33'1 6"W 863.93' NO02028"'E 168.18'---�
<br />86.00` L15••N89'33'16""yy R 534.00` 4=39°00'22' L=36;5.54' �` FOUND 3 4" IRON O w
<br />\ T -C14- - .- - - - c N89 39'32"W 36.00' FOUND 7 2" REBAR
<br />L9 ,08 282.25' II ( - PIPE, LS 5340(4)
<br />\ \ N86'23 08 E R) FOUND 3 4' IRON PIPE o Js N PAVEMENT 6) �o +''_ _ � )
<br />r: r N w \ \\\ v SOO'26'28"W 2.10' n 5"' �'- ----�o N89'38'32"W - -jZ
<br />CD \, N55'4T34"W R c PARCEL �t N39°2/'0 C 4.5 l
<br />L10 .. S -- _ - „ ��\ FOUND 1„ i O
<br />o i (1jiR Gg \� ��5� R-56.00' P�QJ �Sp.. N89'38'32"VJ O -1d
<br />- 5 16.69 ACs L
<br />z % o f IRON PIPE(6)�i
<br />\ \ 2" 9 Ii) A-50'59'39" R=226.00' Q. _' C5-- �s 39.72' \ >
<br />z m N235303"E R \ \SII `SSN '�O J N3, 1U 07"'JJ(R} w S'"
<br />v I O 7L L= 49.84' A=39'00 21 Sp, QQ - -- \ .� 6l �� w w o z \ \ I % - O-
<br />z < L C10� \ \9\\ N89'33'16"W L=153.86' \ SSS N34°59'32"E(R}� N N37'32'53" t(R} G76 h� v o \ -L3-
<br />- S _ o O - I ARC'LL 4
<br />o p.Iu r 5 L13(R)� \ `.\ 135.27' �9, \ v N37°12'29"E(R) ��� J \ Lo 0 32r
<br />�a0o I C12 Ci3\ \ \\� N39°27'05"E \ �9 z Oo �� z 0.19' -1
<br />"-
<br />z \ \ \\\ N 7 �- -114-- ww � vi
<br />N64°19'17"E R c� �'
<br />U q v I -() \ \ 69.00' A N50°32'55"W 56.00' \ O� 6/.5x'9 1 z _\ n � �.) __ x
<br />N39°2705"E / ly
<br />4 \\ \ 97.47 \ \ y�Jg (� 3 `,�- - 200' HABITABLE o N
<br />` SPACE SETBACK o ( �`
<br />-646.89'(LOT LINE) Nsp� - a� $� C3-�'� \� �z 87
<br />a \ DETAIL B DETAIL, C c
<br />�I --- FUTURE LAMMERS ROAD , \\\ �� CjJ �N32'S3'06"E(R} 28.00' NOT TO SCALE NOT TC SCALE r '
<br />r� \\ L
<br />RIGHT OF WAY, TO BE �o \� PARCEL 2 PARCEL ° �r4 Z
<br />Bi \ \\ \ C
<br />1 3 ESTABLISHED BY ug,`. \�\\ 23.25 AC±-�N33'30'46"E(R) 28.00' Rr t g� T� i W 00
<br />^� I SEPARATE INSTRUMENT \ \ \�\\ 12.6h AC± yS . \ ��- DESIGNATED REMAINDER =� J \c�
<br />\�\\ pR='25.00' Cz N39°2T05E(R) 116.26'(TOTAL) Q rli i
<br />JO
<br />aNa m Imo% 2 �S \ \ \ SS• A=90'00'00"- 41.80 ACs
<br />EE DETAIL B N27°07'40"E(R) NO.39'33"W(R) N
<br />9 L=39.27 -- a K 118.95' ^^
<br />A3S \ \\�\\\ \ SO?g, N67'.4'12"W R=1000.00' A=9°57'49" L=173.90'(M-M) L` - cc
<br />�Op' 41 R,g65. -R=1000.00' A=5'46'56" L=100.92'(M-M) z�
<br />O N89'41'17"W 437.80' ppb \�\ R=25.00' \ 16 00' SEE _D_EFA_IL A -- w
<br />p! (N89'h1'00"E)(5)(7) E 6 \ \\ `, %A A=90.00'00" C7 2g°L, N16-24'18"E(R) FOR TIES TO - r
<br />w� PARCEL I \ \ \\\\ 445.80' BASIS OF o 0
<br />(N89'41'18"E 437.7h')(4) CpG C/� \� \ L=39.27 C20 R-965.00 A=16'03'50" L=270.55'
<br />N16°54'48"E R 68.00' ---o- _ o 00
<br />Or °- BEARIIdGS
<br />o FOUND PIN IN 21.07 ACs \ \\\\ N39'27'05"'E(R} O ^ �, G19 0 ` M
<br />---
<br />CONCRETE 4 5 6 7 S qCy \`/\\\ �\ b y N10'37'22""E R o J89' 9'32"'W 902.50' -
<br />O( )( )O qN 200' HABITABLE \ \\�\ � ( _ z z
<br />I FOUND PIN IN CONCRETE �q SPACE SETBACK \ \ ° -- -- - - - - - -- - _L6-� -
<br />�I pG/N \\\ \ _N39.27'05"'E ry R=1000.00' A=-9°18'30" L=162.4T(M-M) } N89'39'32"VV 51 h.50'(M-M) N89°39 32 W 388.00 (M PL)
<br />LL 18" DOWN (4)(5)(7) \ \ \ \\ „4 158.00' ? N9'58'03"E(R) 447.84'(M -M)
<br />25' \ v�� ELLIS TOWN DRIVE
<br />�, v'h0 -'`-R=25.00' A=90'00'00" L=39.27' v R=1000.00' Ir 6'56'45" L=121.22'(M-PL) L , r - ('10) L7 ELLIS
<br />LEGEND h v v�� TRI'V, 7
<br />�Q 7� V R=1000.00' A=16'03'50" L=280.3T(M-M) (M -PL) OWN
<br />- BOUNDARY LINE �S��� vv ���, J (b CJcJ �� DRIVE.
<br />v itis_ �a > >> BASIS OF BEARINGS
<br />�''
<br />- SECTION LINE THE LINE BEARING N00°13'39"W (CALCULATED) BETWEEN THE CITY OF
<br />0' NSI. •
<br />LOT LINE /s6z J�) p2\ 68 \ \� \\ ct \ FOUND 2.5" BRASS DISC_ TRACY CONTROL MONUMEPJTS GPS09 AND GPS16 OF THE CITY OF TRACY
<br />EASEMENT LINE v Vis' '� 9S"\ \� `. ` `" IN MONUMENT WELL
<br />MODIFIED GRID SYSTEM, CALCULATED FROM THE CITY OF TRACY REPORT
<br />C) ��Q `` �' -L16 GPS --16(1)(3) ON GPS SURVEY PREPARED BY ASSOCIATED CONSULTANTS GROUP, INC.,
<br />MONUMENT LINE J / . �? \ \ o ON FILE WITH THE CITY OF TRACY PUBLIC WORKS DEPARTMENTS, WAS
<br />z ,�. `' r�' �¢\ �� v ��'�-BASIS OF BEARINGS USED AS THE BASIS OF BEARINGS FOR THIS MAP, SHOWN HEREON.
<br />o - s CITY LIMIT LINE /I ^� \ } F ¢
<br />__ NF1 8.00'T r` RIO N00'13'39"W CALCULATED)(1 DISTANCES SHOWN ARE GROUND DISTANCE_.
<br />vwi��------------------ 'ilE LINE / J//1' ��/8-�/``- (iR�I�DE 6297.62' CALCULATED)(1
<br />N38'42'37°E Q ( }
<br />o C \ N39'56b4"E (N00'13'41"W 6297.22')(CALCULATED)(3)
<br />- REFERENCE NUMBERo-
<br />W I �� (�) �7L18.10' DRIVE 4224.64'(M -PL) � � � q
<br />(} (CALCULATED)
<br />z r� R RADIAL iL //
<br />r }/* =y r >> RIO GRANDE �/5 \\FOUND 2" BRASS DI_S_C_0_N_
<br />ARCTI MA
<br />- (M -M) MONUMENT 10 MONUMENT rn y j 3 4" IRON PINE 5 HEADWALL Ir
<br />z = .� DRIVE -�-- (5), - O
<br />�' (M -PL) MONUMENT TO PROPERTY LINE °' 0 cp_l DESTROYED DURING GPS -9(1)(2)(3) CONSISTING OF 2 SHEETS
<br />0 �t N 8'35'02"E 336.,1 T CONSTRUE ION, RESET BEING A SUBDIVISION OF PARCEL 4 AS DESCRIBED IN THAT CERTAIN
<br />FOUND STANDARD STREET MONUMENT PER(1), OR 0, � � \� BOUNDARY BY THIS SURVEY ® NO2°05'39"W 5567.64'
<br />(BOUNDARY) DEED RECORDED MAY 24, 2017, AS DN. 2017-055417 OFFICIAL, RECORDS OF
<br />v� AS NOTED W a rT (CALCULATED)(1)(2)
<br />%-� r ('� � � � N00'20'28'E � SAN JOAQUIN COUNTY LYING WITHIN SECTION f 'TOWNSHIP 3 SOUTH
<br />• P_ RBFERBNCES. N'j �6 0.34' (NO2*05'35"W 5567.26'
<br />Lc) a FOUND REBAR AND CAP ER (1), OR AS NOTED _ R FOUND PIN IN 1088.44' RANGE 5 EAST, MOUNT DIABLO BASE AND MERIDIAN
<br />#} INDICATES REFERENCE NUMBER �" CONCRETE 18° Z \ (CALCULATED)(3J
<br />CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br />w 0 SET REBAR AND CAP OR NAIL AND TAG LS7960 (1) TRACT 3764 (42 M&P 43), CERTIFICATE OF DEEP(4)(5)(7) N67°04'04"W i
<br />d _�
<br />3172.51' M -PL
<br />g s STREET MONUMENT TO BE SET PER (10)(11)(12) CORRECTION (ON 2015-011616) N742r ® AN RAMON (925)866-0322
<br />* �I PM PARCEL MAP (2) RECORD OF SURVEY (30 SURVEYS 18) lS/458'5jj(W`'`� (CALCULATED) �, c
<br />SACRAMENTO (916)375-1877
<br />o m z (3) RECORD OF SURVEY (36 SURVEYS 118) i `T• www: en�oo.coM
<br />ON DOCUMENT NUMBER (4) PARCEL MAP (18 PM 167)
<br />FOUND BOLT IN MONUMENT
<br />6 AC ACRES (5) RECORD OF SURVEY (7 RS 285) CIVIL ENGINEERS SURVEYORS PLANNERS
<br />O� per. DEIAILA WELL GPS -11(1)(2)(3)
<br />1 -T3S, R5E (6) RECORD OF SURVEY (21 RS 11) NOTES: _- SCALE: 1"=200' AUGUST 2019
<br />T3S, R4E 7 PAE PUBLIC ACCESS EASEMENT (7) RECORD OF SURVEY (33 RS 115) NOT TO SCALE
<br />OEASEMENT NUMBER, SEE EASEMENT NOTES ON (8) CORNER RECORD (CR 17-142) 200' 0' -100' 200' 400' 800'
<br />( SHEET 1 (9) LOT LINE ADJUSTMENT DEED (ON 2017-058417) 1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED.
<br />FOUND 2" IRON PIPE(4)(5)(6)(7) (10) ELLIS GARDENS -PHASE 1, TRACT 3877 (43 M&P 82) 2. SUBDIVISION AREA: 115.45 ACRES± -
<br />AT THE SOUTHWEST CORNER OF (11) ELLIS GARDENS -PHASE 2, TRACT 3906 (43 M&P 83) 3. ALL PG&E AND CHEVRON PIPES LIE WITHIN THE 50' EASEMENTS, #8 AND #12, GRAPHIC SCALE
<br />OF SECTION 6, T3S, R5E, MDB&M (12) ELLIS GARDENS -PHASE 3, TRACT 3907 (43 M&P 84) 4. THE EXACT LOCATION OF EASEMENTS 6, 7, 7A, 9, 9A, AND 10 ARE NOT
<br />JOB NO. 1725-000 ASCERTAINABLE DUE 10 AMBIGUOUS LEGAL DESCRIPTIONS. SHEET 2 OF 2
<br />h+:
<br />
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