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<br /> SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br /> ELLIS PHASE IA
<br /> LINE TABLE
<br /> BEING A SUBDIVISION OF PARCELS A,B,C,AND D OF THAT CERTAIN PARCEL
<br /> N0 BEARING LENGTH MAP RECORDED IN BOOK 25 OF PARCEL MAPS,AT PAGE 195, SAN JOAQUIN
<br /> A[ N L10 N89`39'32'W 22.00' COUNTY RECORDS, LYING WITHING SECTION 6,TOWNSHIP 3 SOUTH,
<br /> RANGE 5 EAST,MOUNT DIABLO BASE AND MERIDIAN
<br /> To, �+ �° oo/ �� �� L12 N89'39'32"W 17.85' CITYOF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> �40� L13 N89'39'32"W 17.85'
<br /> Carlson, Barbee & Gibson, Inc.
<br /> O� �k 0� ��p / pp• Nr �� „ CIVIL ENGINEERS •SURVEYORS •PLANNERS
<br /> b O L14
<br /> N47'53 38 W 6.19
<br /> �� SAN RAMON,CALIFORNIA '
<br /> 141 L15 N47'53'38"W 60.20' (M-PL)
<br /> C73 �O° o/ 4.37' 1/ 5,800 SFt SCALE: I"= 40' AUGUST 015
<br /> `�l
<br /> \r, �x� C h��l �� / S oG /po s�o„ y� 40' 0' 20' 40' 80' 160'
<br /> 1- S
<br /> 0
<br /> 1
<br /> N68'16'35"E R \ oo_ � � °°ooP <�. '
<br /> c°° 142 °off GRAPHIC SCALE
<br /> 5,716 SFt �O qo� °d tiA� CURVE TABLE
<br /> lb , s�. BASIS OF BEARINGS.
<br /> N25-48'19"W(R) °° '01 / �5 ti� �p0 �8" oR �O �9• NO RADIUS DELTA LENGTH
<br /> o o I,`� 9�' 00 oV° �ti� Op' / THE LINE BEARING NOO'13'39"W (CALCULATED) BETWEEN THE CITY OF
<br /> C1 20.00' 90.00'00" 31.42'
<br /> - yak f Foo\ G192Gp1 \'U o �\ J� 146 /-o�� TRACY MODTRACY IFIED EED GRIDOL USY TEM, CALCULATED MENTS GPS09 AND PFROM THE CITY OF
<br /> S16 OF THE CITY OF
<br /> _ g 1 3 4.80' 6,380 SFt a C48 25.00' 85'55'06" 37.49'
<br /> e 6,446 SFt °° y /- °' ��/ "` TRACY REPORT ON GPS SURVEY PREPARED BY ASSOCIATED
<br /> R=230.00 N'26°8 �� � M is \ N2730'24"W \oo ?6 \ �1. ASS / �1 C49 278.00' 3'0722" 15.15' CONSULTANTS GROUP INC:, ON FILE WITH THE CITY OF TRACY PUBLIC
<br /> �'� o� o' \� �,p ��8, / �1V �' WORKS DEPARTMENTS WAS USED AS THE BASIS OF BEARINGS FOR
<br /> I 15 G-16 Rl oo\ C51 �s S, J 1 <'' o , 7v o / THIS MAP, SHOWN HEREON. DISTANCES SHOWN ARE GROUND
<br /> 6 r Q o� o ° �R C50 278.00' 4'18'24" 20.90'
<br /> ° I R=250.00' =38'2 �2�1L Vd�1 5p _ \ p?i /��oo �� 'p ° G 145 �� � ���' /" DISTANCES.
<br /> SEE DETAIL F g12 G 1/ o \ b 4.80' '� /'<� L� / C51 25.00' 77'06'59" 33.65'
<br /> ON SHEET 7 I 2,13 6„ N49'36'35"E(R) \ % oh o� 1 6,270 SFt SA �t o
<br /> 6 21.5p52 g.2g2 Os ° e� v �y�� 2ys OF� / ~ y ��°° 41° �/ C52 278.00' 7'30'13 36.41' LEGEND
<br /> R=278.00' o �'
<br /> 05 \ i �'
<br /> 10'55'40 V,q6.
<br /> C49 \ 2Qoma,, BOUNDARY LINE
<br /> C53 259.00' 5'29'49" 24.85' '
<br /> NO2'46 5 O W R yrr \ 6s� 144 SECTION LINE
<br /> O N13'42'34"WR % 159 ��g yso' 4J �#,`S�' �� O� � \\ 7,027 SFt /i '� // C56 281,00; 52355; 26.48; LOT LINE/RICHT-OF-WAY LINE
<br /> r� '
<br /> w O P 6,606 SFt S j , G < /
<br /> z !y \ S a � ° 4.80' C57 391.00 5 23 55 36.84
<br /> d N o `rn. p TOy ly �6• dp Q / - - - - - ---- , EASEMENT LINE
<br /> o o N ti 2� !y ��?\�jh� r� 9�'\�� / �s / C58 25.00' 83'30'45" 36.44' - CENTERLINE
<br /> I Z 5,88SFt N 6,90�SOFt 141
<br /> �1 ��� \�io, p `\�Y�r \\ //� �01 00 /// SAO C59 1500.00' 1.14'58 32.71' --------�- ------ CITY LIMIT LINE
<br /> 1
<br /> �) 22' $51 ��• o�°� \ \ / ° / F TIE LINE
<br /> -1 o p yg y� \ - y� / C61 1533.00' 1'17'41" 34.64'
<br /> -1 �F9' \82 \ /o C63 `� Op. / L1 R r rr I ( RESTRICTED ACCESS
<br /> 1 12 1 u O h A C62 1465.00' 1'24'03" 35.82'
<br /> z0 Q I =17'3g10 1gp A�5g1� L'2�oa o,�ti � �7'�\ ��' �� �o SEE SHEET 19 ( )
<br /> ^� o / 4 C63 25.00' 88'35'57" 38.66' REFERENCE NUMBER
<br /> ,r; I o, L13 C53 R=259.0 �p15' ° \ o o ( }
<br /> I ° D 0.2 152 � GS >OQ ¢� ` 123.45' RECORD DATA A5 NOTED
<br /> 2: I ELLIS LANE 4 8100 ,1L \ \ L �7 C64 25.00' 98`35'35" 43.02' (T) TOTAL
<br /> 9,577 SFt R L=6011 D' �, 165 J� \ Yy�i \ D'� ^��� / ��o C65 1355.00' 2.32'47" 60.22' (R) RADIAL
<br /> 6=12'15'21 8,371 SFt ? I 61. /
<br /> Lit C56 ���p ° I C66 1333.00' 2'35'19" 60.22' (M-M) MONUMENT TO MONUMENT
<br /> z I oo- ° � / h° \ (M-PL) MONUMENT TO PROPERTY LINE
<br /> �) 1 y 164 �g ° �1 h C67 222.00' 5'49'52' 22.59'
<br /> I ° �'N' \3 / ® FOUND STANDARD STREET MONUMENT
<br /> -1 1 _'-' � 00 7,907 SFt q yo �� .\ �p t y r C68 25.00' 87'33'03" 38.20'
<br /> ® FOUND MONUMENT AS NOTED
<br /> LLI 0 °N° 163 �'° q D 6°' oo, G C189 �� J�� ��v C69 1528.00' 1'24'29" 37.55` ® MONUMENT SEARCHED FOR, NOT FOUND
<br /> jc.y> � � 162 � o. � � , �- .,, �,
<br /> n o J 7,907 SFt F ��� C58 /� �� 4.
<br /> L10
<br /> z 8,440 SFt o �52�, /1 / ' s/ X� n � �� Q) C70 1528.00' 1.58'26" 52.64' O SET STANDARD STREET MONUMENT, L5 8164
<br /> rJ7 p'�ti8�65 ' � / , $op• C71 1528.00' 3'22'55" 90.19' U SET REBAR AND CAP, LS 8164
<br /> °5� {ti / �J F' 9 r PM PARCEL MAP
<br /> 1 x,21 SEE DETAIL I Fp�ccF �� / `� C72 1480.00' 2.09'04" 55.57'
<br /> 0o N89'39'32"W _12'1521 g� �yqt V� /1/ THIS SHEET FS SS Op / �� ON DOCUMENT NUMBER
<br /> CD 1 59.84' _ _A L=83.65' o p,3g'38 �rt� vl`1 g�� i C J8fio / °o�°o 'y C73 25.00' 124'02'37" 54.12' LE LANDSCAPE EASEMENT
<br /> 1 -05710 ����®vV 15`2 \ y2 2 j �1\� �� �C�G C74 250.00' 5'43'47 25.00' PUE PUBLIC UTILITY EASEMENT
<br /> 36 s / „ AC ACREAGE
<br /> 39 h h
<br /> 0 of
<br /> Et 4 '- C189 426.00 1'52'01"01 .13.88
<br /> D G
<br /> 4
<br /> SF SQUARE FEET
<br /> 159.84'(M-PL) i _ Age C190 426.00' 3'58'21" 29.54'
<br /> 0
<br /> - h I C191 250.00' 10'30"24" 45.84' REFERENCES:
<br /> 1 N89"39'32°W i DoA � e DETAIL
<br /> 0 0 59 p0 NOTES NOT TO SCALE (#) INDICATES REFERENCE NUMBER
<br /> R,h 1\ T r C192 250.00' 12'12'23" 53.27 (1) PARCEL MAP (25 PM 33)
<br /> 1' ACCESS I - ' � FAlRC I D 1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED
<br /> RESERVE STRIP N89'39'32"W SEE SHEET 20 2. SEE SHEET 2 FOR ADDITIONAL NOTES. (2) PARCEL MAP (15 PM 168)
<br /> 59.84' - - - - (3) PARCEL MAP (6 PM 184)
<br /> - I- - - 3. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG (4) PARCEL ,MAP (6 PM 193)
<br /> I AT THE TOP OF CURB, ON LOT LINE PROJECTIONS, ANGLE POINTS (5) RECORD OF SURVEY (36 SURVEYS 118)
<br /> 1 . 16' PIPELINE EASEMENT IN FAVOR OF ALONG THE FRONT OF THE LOTS AND RADIALLY AT RETURNS, UNLESS (6) TRACT 2829 (34 M&P 75)
<br /> UNITED STATES OF AMERICA PER OTHERWISE NOTED, AND A REBAR AND CAP SHALL BE SET AT ALL
<br /> 1551 OR 530 TO BE ABANDONED OR NON-FRONTAGE CORNERS AND ANGLE POINTS. (7) RECORD OF SURVEY (30 SURVEYS 18)
<br /> RELOCATED BY SEPARATE (8) PARCEL MAP (25 PM 195), CERTIFICATE
<br /> 1725-000 INSTRUMENT OF CORRECTION (2014-113066) SHEET 8 OF 20
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