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NOTES <br />1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED <br />2. SEE SHEET 2 FOR ADDITIONAL NOTES. <br />3. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG <br />SET IN 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 />REFERENCES: <br />SEE SHEET 3 FOR REFERENCES <br />J <br />DETAIL A r /'�s, ,�°- <br />NOT TO SCALE '�� / �O °°00, <br />0 <br />�F <br />M � <br />J I <br />�L5 <br />`� V (ML -0 - <br />JOB NO. 1725-000 <br />Ile <br />303 ° <br />�1 <br />LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />L1 <br />N39'27'05"E <br />7.16' <br />L2 <br />N39'27'05"E <br />4.53' <br />L3 <br />N39'27'05"E <br />18.00' <br />L4 <br />N49'27'05"E <br />8.69' <br />L5 <br />N50'32'55"W <br />200.49' <br />L6 <br />N89'39'32"W <br />3.56' <br />L7 <br />N32'53'06"E <br />28.00' <br />L8 <br />N33'30'46"E <br />28.00' <br />LANE 1 11,418 SFt <br />'R) <br />'R) <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />Cl <br />25.00' <br />110'46'06" <br />48.33' <br />C2 <br />25.00' <br />90'00'00" <br />39.27' <br />C3 <br />347.00' <br />12'56'45" <br />78.40' <br />C4 <br />347.00' <br />6'49'41" <br />41.35' <br />C5 <br />408.00' <br />10'41'34" <br />76.14' <br />C6 <br />217.00' <br />7'56'34" <br />30.08' <br />IVDU JL DJ 1Y `tDO.`tu <br />GRANGER STREET <br />N50'32'55"W 575.00'(M -M) <br />N50'32'55"W 519.00'(T) <br />N50'32'55"W 519.00'(T) <br />SEE SHEET 9 <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />C7 <br />25.00' <br />95'11'58" <br />41.54' <br />C8 <br />25.00' <br />85'32'27" <br />37.32' <br />C9 <br />721.00' <br />1'28'47" <br />18.62' <br />C10 <br />693.00' <br />0'37'40" <br />7.59' <br />C11 <br />665.00' <br />1'22'01" <br />15.87' <br />C12 <br />213.50' <br />4'09'30" <br />15.50' <br />SEE SHEET 5 <br />° <br />�JJ <br />cp <br />It <br />rn <br />w <br />1 \ <br />w „ <br />29 W <br />CIL Ito <br />� <br />N61'14' <br />Ul <br />+ � <br />Lo <br />J <br />' <br />r <br />NI <br />w <br />Un <br />000 <br />O I <br />C) <br />C) <br />U <br />28.00' <br />33.00' L2 <br />/�- <br />w <br />� <br />Lo <br />61 <br />0; I CD <br />R=693.00' <br />Z `D <br />A=6'33'59" <br />L==79.42'(T) <br />53.00' <br />° A=5'56'19" <br />L=71.8. <br />(M -PL) <br />of <br />c2 L I o <br />28.00' <br />33.00' <br />r <br />J <br />I <br />I <br />I <br />-- <br />-^ <br />oI <br />C�l <br />N <br />o <br />OCD <br />CD <br />m <br />rn <br />CD <br />o <br />w p� O <br />w <br />Lo <br />N <br />o = <br />r O <br />o <br />CV <br />O <br />LL1 LLj <br />LL <br />N 34'15'07"E <br />�'3-lfo�l F <br />TRACT N0. 4007 <br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA <br />TOWN & COUNTRY <br />dG A SUBDIVISION OF PARCELS 1, 2, 3, AND 4 OF THAT CERTAIN PARCEL MAP <br />.ECORDED ON AUGUST 27, 2019, IN BOOK 26 OF PARCEL MAPS, AT PAGE 145, <br />JOAQUIN COUNTY RECORDS, LYING WITHIN SECTION 6, TOWNSHIP 3 SOUTH, <br />RANGE 5 EAST, MOUNT DIABLO BASE AND MERIDIAN <br />CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA <br />Cbg SAN RAMON ■ (925) 866-0322 <br />SACRAMENTO (916) 375-1877 <br />VWVW.CBANDG.COM <br />CIVIL ENGINEERS SURVEYORS m PLANNERS <br />SCALE: V= 40' MAY 2021 <br />40' 0' 20' 40' 80' 160' <br />C11 1' ACCESS <br />RESERVE STRIP <br />-\--C10 <br />1' ACCESS <br />r RESERVE STRIP <br />C9 <br />N34'59'32"E(R) <br />Jcn N N39'27'05"E(R) <br />l >" z rn <br />o Z R=261.00' <br />4 A=A=17'11'17" <br />250 <br />SEE SHEET 8 <br />GRAPHIC SCALE <br />BASIS OF BEARINGS: <br />THE LINE BEARING N0013'39"W (CALCULATED) BETWEEN THE CITY OF <br />TRACY CONTROL MONUMENTS CPS09 AND GPS16 OF THE CITY OF <br />TRACY 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 />T.F.c.F.'Kn <br />(123.45') <br />(T) <br />(R) <br />(M -M) <br />(M -PL) <br />O <br />• <br />O <br />O <br />O <br />DN <br />PUE <br />AC <br />SF <br />WLE <br />EVAE <br />0 <br />BOUNDARY LINE <br />LOT LINE/RIGHT-OF-WAY LINE <br />EASEMENT LINE <br />MONUMENT LINE <br />CITY LIMIT LINE <br />TIE LINE <br />RESTRICTED ACCESS <br />REFERENCE NUMBER <br />RECORD DATA AS NOTED <br />TOTAL <br />RADIAL <br />MONUMENT TO MONUMENT <br />MONUMENT TO PROPERTY LINE <br />FOUND STANDARD STREET MONUMENT, AS NOTED <br />FOUND MONUMENT, AS NOTED <br />SET STANDARD STREET MONUMENT, LS 7960 <br />SET REBAR AND CAP, LS 7960 <br />STANDARD STREET MONUMENT, LS 7960 SET PER <br />TRACT 3877, 3906 & 3907 <br />DOCUMENT NUMBER <br />PUBLIC UTILITY EASEMENT <br />ACRES <br />SQUARE FEET <br />WATER LINE EASEMENT <br />EMERGENCY VEHICLE ACCESS EASEMENT <br />EASEMENT NUMBER, SEE EASEMENT NOTES ON <br />SHEET 2 <br />SHEET 7 OF 21 <br />Lot 3 - 16 q F <br />