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<br /> t RACT NO , 3764
<br /> SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br /> ti ���� ELLIS PHASE lA
<br /> ,���y / BEING A SUBDIVISION OF PARCELS A,B,C,AND D OF THAT CERTAIN PARCEL
<br /> MAP RECORDED IN BOOK 25 OF PARCEL MAPS,AT PAGE 195, SAN JOAQUIN
<br /> COUNTY RECORDS,LYING WITHING SEC'T'ION 6,TOWNSHIP 3 SOUTH,
<br /> °r, �°� ho° / 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 /> Oh� sAOp\ i 6 \\ N SAN RAMON,CALIFORNIA
<br /> �
<br /> 1 r�
<br /> // 20 � "5� v �� SCALE: ("= 40' AUGUST 2015
<br /> L
<br /> Ci �ood \ \\\ f f� 40' 0' 20' 40' 80' 160'
<br /> �A{,�� �e�1 \�s>. d&, GRAPHIC GRAPHIC SCALE
<br /> V� `T� / � �
<br /> �1 / �, fop,\ f�d Igspo\ BASIS OF BEARINGS:
<br /> qti� poo` /
<br /> 129 �>. 1�\°°• \\ THE LINE BEARING N00'13'39"W (CALCULATED) BETWEEN THE CITY OF
<br /> 6,366 SFt \ s�' r�T f�\ \ TRACY CONTROL MONUMENTS GPS09 AND GPS16 OF THE CITY OF
<br /> / AG �� • ��" C \ �J \ i TRACY MODIFIED GRID SYSTEM, CALCULATED FROM THE CITY OF
<br /> oo F > >ST �20p, ��{j \ / TRACY REPORT ON GPS SURVEY PREPARED BY ASSOCIATED
<br /> oh00,��iy \ 8 O \\ / CONSULTANTS GROUP, INC., ON FILE WITH THE CITY OF TRACY PUBLIC
<br /> X00 \\°p' `l�\ \ �� J O�tiR �, WORKS DEPARTMENTS, WAS USED AS THE BASIS OF BEARINGS FOR
<br /> 130 0 \ oo; - gip �ti/off THIS MAP, SHOWN HEREON. DISTANCES SHOWN ARE GROUND
<br /> 5,600 SFt / Ct \\ X00 DISTANCES.
<br /> 16 LEGEND
<br /> Gl ?OpO. �� / 131 °O OY c4 y \\ �O' \S6 �/ 00 //
<br /> 5,700 SFt �p hO�.y�~OS�� 158 \\ 6opp�o o° BOUNDARY LINE
<br /> 7 016 SFt r r SECTION LINE
<br /> 8.00' I LOT LINE/RIGHT-OF-WAY LINE
<br /> 21
<br /> �pppp��`G / \\ - - -v - - v— EASEMENT LINE
<br /> t / �oL X00 NF1 p / Oh S8 >S / \ CENTERLINE
<br /> 1 / 132 h oo pp �� oo \
<br /> ( /� I f o )� / 0 157 0 S 8 ;' h CITY LIMIT LINE
<br /> -r 7 59 / 5,700 SFt �1 0 6,160 SFf i� ' Op, \�?
<br /> LQ \ O L / 9r -- --------- ---- TIE LINE
<br /> RESTRICTED
<br /> ICTED ACCESS�1j Op, i . \ V�� REFERENCE NUMBER
<br /> ,ti 156 C1 (123.45') RECORD DATA AS N
<br /> OTED
<br /> 5,800 SFt 6,270 SFt
<br /> ( (T) TOTALs> (R) RADIAL
<br /> pT
<br /> r ° Oho 155 h1o0 / (M-M) MONUMENT TO MONUMENT
<br /> 13 r /_
<br /> (M-PL) MONUMENT TO PROPERTY LINE
<br /> 6,270 SFt /
<br /> 0K1 / // J FOUND STANDARD STREET MONUMENT
<br /> CURVE TABLE ® FOUND MONUMENT AS NOTED
<br /> >>p NO RADIUS DELTA LENGTH 0 MONUMENT SEARCHED FOR, NOT FOUND
<br /> 154 `' •00 Oo / O SET STANDARD STREET MONUMENT, LS 8164
<br /> 4, 6,380 SFt ���' �o`� // Ct 25.00 90'00'00" 39.2T O SET REBAR AND CAP, LS 8164
<br /> PM PARCEL MAP
<br /> q °p' hgo0 �°� O�rD, ,��� DN DOCUMENT NUMBER
<br /> 9
<br /> 1 Jr // �S / ��ti // ��JY LE LANDSCAPE EASEMENT
<br /> f� PUE PUBLIC UTILITY EASEMENT
<br /> AC ACREAGE
<br /> SF SQUARE FEET
<br /> / / S11\ REFERENCES:
<br /> NATES (#) DILATES REFERENCE NUMBER
<br /> MEASURED UNLESS OTHERWISE NOTED
<br /> / 1. ALL DISTANCES SHOWN ARE O P ( 3)
<br /> / 2. SEE SHEET 2 FOR ADDITIONAL NOTES. (2) PARCEL MAP (15 PM 168)
<br /> / 3. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG (3) PARCEL MAP (6 PM 184)
<br /> AT THE TOP OF CURB, ON LOT LINE PROJECTIONS, ANGLE POINTS (4) PARCEL MAP (6 PM 193)
<br /> ALONG THE FRONT OF THE LOTS AND RADIALLY AT RETURNS, UNLESS (5) RECORD OF SURVEY (36 SURVEYS 118)
<br /> OTHERWISE NOTED, AND A REBAR AND CAP SHALL BE SET AT ALL (6) TRACT 2829 (34 M&P -75)
<br /> NON-FRONTAGE CORNERS AND ANGLE POINTS.
<br /> (7) RECORD OF SURVEY .(30 SURVEYS 18)
<br /> (8) PARCEL MAP (25 PM 195), CERTIFICATE
<br /> OF CORRECTION (2014-113066)
<br /> 1725-000 SHEET 10 OF 20
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