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<br /> TRACT 'I'NT09 3764.
<br /> d� o SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA
<br /> ELLIS PHASE 1A
<br /> �8 �o BEING A SUBDIVISION ,OF PARCELS A,B,C, AND D OI:THAT CERTAIN PARCEL
<br /> IAP RECORDED IN BOOK 25 OF PARCEL MAPS,AT PAGE 195, SAN JOAQUIN
<br /> �+ COUNTY RECORDS, LYING WITHING 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: 1" -- 40' AUGUST 2015
<br /> o \ 40' 0' 20' 40' 80' 160'
<br /> C�
<br /> 124 Q °" \ �d „
<br /> 'J
<br /> GRAPHIC SCALE
<br /> C 6,050 SFt �R `' gyp, SSS 94-
<br /> 62
<br /> BASIS OF BEARINGS:
<br /> S S sso�� O THE LINE BEARING N00'13'39"W (CALCULATED) BETWEEN THE CITY OF
<br /> r sp0 n
<br /> 6,050 SFt ,�V� Spp\ O ��o� \\` / L�� NTRACY CONTROL UMENTS LCULATEDAND PFROS16M THE CITY OF
<br /> F THE CITY OF
<br /> RACY MODIFIED GRIDSYSTEM, CA
<br /> TRACY REPORT ON GPS SURVEY PREPARED BY ASSOCIATED
<br /> > SEE DETAIL A � '��` \`� ,/ ?� �oh� CONSULTANTS .GROUP, INC., ON FILE WITH THE CITY OF TRACY PUBLIC
<br /> �o THIS SHEET SS \ ; o C Op, WORKS DEPARTMENTS, WAS USED AS THE BASIS OF BEARINGS FOR
<br /> Oh O� 12L Op; ,��4 Y THIS MAP, SHOWN HEREON. DISTANCES SHOWN ARE GROUND
<br /> ° ° S V F c� DISTANCES.
<br /> 6,050 SFS
<br /> S LEGEND
<br /> 114
<br /> e Ss La> �� .,
<br /> pp,
<br /> 5,603 SFt o !y p
<br /> 9=C76 PARCEL
<br /> BOUNDARY LINE
<br /> con
<br /> SECTION LINE
<br /> 6,50 5Ft
<br /> — LOT LINE RI
<br /> GHT
<br /> -OF-WAY LINE113 S0O, �o1° S oo
<br /> 5,500 SFt � / 0 — ——— — — — —— EASEMENT LINE
<br /> ,G hCENTERLINE
<br /> 16'
<br /> 128
<br /> 6,466 SFt foo ' CITY LIMIT LINE
<br /> spp
<br /> 112 s ' / ? Ci 2 ------------------- TIE LINE
<br /> \ 5,500 SFt „F S°O o° / spp;• y — ' '° ` 9
<br /> \ � Spp� RESTRICTED ACCESS
<br /> 6p
<br /> REFERENCE NUMBER
<br /> r r (123.45') RECORD DATA AS NOTED
<br /> J 5,51001 SFt ✓� 6�op, oo �� / J (T) TOTAL
<br /> �a9� (R) RADIAL
<br /> 110 �, ��o / ,�V� // (M-M) MONUMENT TO MONUMENT
<br /> Y
<br /> 9"9 9�2 O° 5,866 SFt I (M-PL) MONUMENT TO PROPERTY LINE
<br /> '10 2p(� o��\ � J j ) 9 FOUND STANDARD STREET MONUMENT
<br /> `� �J \�S /'' � / • FOUND MONUMENT AS NOTED
<br /> 0 MONUMENT SEARCHED FOR, NOT FOUND
<br /> 10 '26 Ci ��� �°� / O SET STANDARD STREET MONUMENT, LS 8164
<br /> � Q SET REBAR AND CAP, LS 8164
<br /> CURVE TABLE PM PARCEL MAP
<br /> `���� ry� spp ��• Q' / �Y ON DOCUMENT NUMBER
<br /> / NO RADIUS DELTA LENGTH
<br /> � / LE LANDSCAPE EASEMENT
<br /> 0411 \ o / r Cl 25.00' 90.00'00" 39.27'
<br /> :�� POE PUBLIC UTILITY EASEMENT
<br /> 124 QJk I o° ��, /' C75 278.00' 41'45'54" 202.64' (T) AC ACREAGE
<br /> SF SQUARE FEET
<br /> ,� C76 27$.00' 1'10'46" 5.72'
<br /> X/ , 125 �000 j ���� /// 133
<br /> REFERENCES:
<br /> ° /
<br /> NOTES (1) PARCELEMAP (25LPME33)MBER
<br /> -./ 1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED (2) PARCEL MAP (15 PM 168)
<br /> 2. SEE SHEET 2 FOR ADDITIONAL NOTES. (3) PARCEL MAP (6 PM 184)
<br /> 3. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG (4) PARCEL MAP (6 PM 193)
<br /> AT THE TOP OF CURB, ON LOT LINE PROJECTIONS, ANGLE POINTS (5) RECORD OF SURVEY (36 SURVEYS 118)
<br /> DETAIL A ALONG THE FRONT OF THE LOTS AND RADIALLY AT RETURNS, UNLESS (6) TRACT 2829 (34 M&P 75)
<br /> OTHERWISE NOTED, AND A REBAR AND CAP SHALL BE SET AT ALL (7) RECORD OF SURVEY (30 SURVEYS 18)
<br /> NOT TO SCALE NON-FRONTAGE CORNERS AND ANGLE POINTS. (8) PARCEL MAP (25 PM 195), CERTIFICATE
<br /> OF CORRECTION (2014-113066)
<br /> 1725-000 SHEET 11 OF 20
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