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SEE SHEET 6 <br />I <br />-A=-0'37'47" L-6.00' 211 <br />N88-59'31'W(R) <br />N89'37'17"W 100.53' <br />I 10' PUE <br />f <br />SSE, WILE <br />212 <br />j 6,222 SFf <br />I A=6'25'09" <br />1 L=61.17' <br />j N89'37'17"W 104.63' <br />N82'34'22"W(R) <br />I <br />I <br />6=5'50'16" <br />I L=55.63' 213 <br />6,684 SF± <br />Q=0'28'16" <br />L=6.39' <br />Lj <br />I '! <br />1 <br />I <br />N7712'22" <br />�� a <br />N76'44'06"W <br />L �c <br />Lv <br />^a <br />Q � <br />TRACT NO. 2313 (32 M&P 38) <br />--� <br />I A--4 20'50" <br />CD <br />I L=58.95' <br />�- <br />! <br />c� <br />! O C <br />N <br />p <br />N <br />It <br />v <br />!of <br />.-� <br />I <br />11 <br />j <br />o <br />It <br />� <br />C�j 7 <br />&--4'31'21" <br />" <br />iN <br />CD <br />W <br />227 <br />-------o� <br />I 23.00' 23.00' <br />00 <br />b <br />C> <br />I <br />j <br />j <br />Z) <br />c <br />o <br />: <br />I N86'04'33"W(R <br />j <br />f <br />! <br />itI <br />it <br />I <br />°i <br />N89'37'17"W 103.11' <br />195 <br />� <br />1 <br />3i <br />I <br />L6 <br />"' i <br />I <br />I <br />"' I <br />5,668 SF± <br />1=3'32'44" <br />f <br />j <br />rr <br />`- <br />23_00' <br />23.00' <br />N <br />- <br />226 <br />If <br />1 <br />2 2,c <br />� <br />N <br />I <br />o <br />n O <br />N <br />m <br />cr <br />r <br />I <br />1 <br />CD <br />uj <br />I <br />CNJ <br />� <br />I <br />r <br />'0 <br />� L3 <br />I <br />I <br />225 <br />La <br />I <br />-A=-0'37'47" L-6.00' 211 <br />N88-59'31'W(R) <br />N89'37'17"W 100.53' <br />I 10' PUE <br />f <br />SSE, WILE <br />212 <br />j 6,222 SFf <br />I A=6'25'09" <br />1 L=61.17' <br />j N89'37'17"W 104.63' <br />N82'34'22"W(R) <br />I <br />I <br />6=5'50'16" <br />I L=55.63' 213 <br />6,684 SF± <br />Q=0'28'16" <br />L=6.39' <br />Lj <br />I '! <br />1 <br />I <br />N7712'22" <br />�� a <br />N76'44'06"W <br />L �c <br />I <br />Q � <br />TRACT NO. 2313 (32 M&P 38) <br />--� <br />I A--4 20'50" <br />1 0 <br />I L=58.95' <br />1co ZI <br />! <br />c� <br />I N81'33'12"W(R) <br />224if0 <br />t <br />BEARING <br />LENGTH <br />L3 <br />N76'44'06"W <br />23.00' <br />! <br />! 91 <br />Q � <br />TRACT NO. 2313 (32 M&P 38) <br />(5) <br />I :� <br />CD <br />C <br />I <br />! SSE,WLE <br />N <br />e` <br />►� <br />r <br />r� <br />Lo <br />It <br />v <br />!of <br />� <br />I <br />11 <br />j <br />o <br />It <br />� <br />C�j 7 <br />&--4'31'21" <br />" <br />iN <br />CD <br />W <br />j L=61.33' <br />J <br />00 <br />b <br />C> <br />b <br />j <br />j <br />Z) <br />c <br />o <br />: <br />I N86'04'33"W(R <br />j <br />f <br />! <br />itI <br />it <br />I <br />! <br />N89'37'17"W 103.11' <br />195 <br />� <br />1 <br />3i <br />I <br />L6 <br />"' i <br />I <br />I <br />"' I <br />5,668 SF± <br />1=3'32'44" <br />f <br />! <br />I L=48.08' <br />I <br />23_00' <br />23.00' <br />I <br />i <br />- <br />1 <br />2 2,c <br />� <br />N <br />I <br />n O <br />N <br />m <br />! <br />r <br />I <br />SEE SHEET 11 & 12 <br />JOB NO. 2043-000 <br />N89'37'17"W 115.65' <br />214 <br />7,034 SFt <br />N89'37'17"W 126.13' <br />215 <br />7,908 SFf <br />N89'37'17"W 132.33' <br />216 <br />LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />L3 <br />N76'44'06"W <br />23.00' <br />LSI <br />a <br />�] -c:, <br />0 <br />w <br />r <br />�a <br />Cv <br />c'4 co <br />a <br />z <br />W <br />CV <br />N <br />0 <br />z <br />'R) <br />208 <br />N89'37'17"W 100.00' <br />10' PUE <br />SSE ,WLE�"-` <br />I <br />207 CD <br />f <br />6,100 SFf I <br />N89'37'17"W 100.00' <br />206 <br />6,100 SFf <br />N89'37'17"W 100.00' <br />205 <br />5,800 SFt <br />N89'37'17"W 100.00' <br />204 <br />6,100 SFt <br />N89'37'17"W 100.00' <br />2p03 <br />SEE SHEET 7 <br />r cd <br />O <br />(1) <br />o <br />(2) <br />I <br />194 <br />! <br />! 91 <br />(4) <br />TRACT NO. 2313 (32 M&P 38) <br />(5) <br />! <br />10' PUE <br />CD <br />C <br />(7) <br />! SSE,WLE <br />r- <br />i <br />I <br />(9) <br />N89'37'17"W 103.19' <br />r� <br />Lo <br />LL <br />5,663 SFt <br />0- w -H <br />I <br />I <br />" <br />iN <br />CD <br />�� <br />n! <br />192 <br />I <br />LI <br />� <br />z <br />Z) <br />"' + <br />5,673 SFf <br />~23' <br />23' <br />f <br />! <br />I <br />� <br />N89'37'17"W 103.11' <br />195 <br />I <br />C <br />193 <br />L6 <br />"' i <br />5,659 SFi <br />"' I <br />5,668 SF± <br />I <br />f <br />N89'37'1 7"W 103.02' <br />r cd <br />C <br />(1) <br />o <br />(2) <br />I <br />194 <br />RECORD OF SURVEY (13 RS 13) <br />(4) <br />TRACT NO. 2313 (32 M&P 38) <br />(5) <br />RECORD OF SURVEY (24 RS 170) <br />CD <br />C <br />(7) <br />I <br />r- <br />i <br />Lo <br />(9) <br />TRACT NO. 3917 (f y M&P J]2) <br />r� <br />Lo <br />"' I <br />5,663 SFt <br />II <br />I <br />" <br />iN <br />CD <br />N <br />a <br />z I <br />cz) <br />I <br />N89'37'1 7"W 102.93' <br />z <br />z <br />i <br />Q I <br />195 <br />lI <br />L6 <br />"' i <br />5,659 SFi <br />I I <br />1 <br />SEE SHEET 12 <br />N89'37'174W 102.84' <br />4LAvow c; R two, <br />TRACT N0. 4006 <br />SUBDIVISIONS OF SAN JOaQUMCaUNTY CALIFORNIA <br />TRACY VILLAGE NEIGHBORHOOD 2 <br />NCONSISTING OF 12 SHEETS <br />BEING A SUBDIVISION OF PARCEL K, AS SAID PARCEL K IS SHOWN ON <br />TRACT NO. 3917 (�ftM & P <br />125 BEING A PORTION OF SECTION 5, T3S, R5E, MDB&M <br />CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA <br />SAN RAMON {925} 866-6322 <br />Ecb:l g SACRAMENTO ■ (916) 375-1877 <br />1NWW.CBANDG.COM <br />CIVIL ENGINEERS ■ SURVEYORS ■ PLANNERS <br />SCALE: V = 30' APRIL 2022 <br />1 2 6 30' 0' 15' 30' 60' 120' <br />cl <br />CD GRAPHIC SCALE <br />BASIS OF BEARINGS: <br />127 <br />0 <br />0 <br />Q <br />128 <br />z <br />Q� <br />o <br />L <br />ca <br />0 <br />ui <br />r <br />uo <br />00 <br />cv <br />0 <br />0 <br />Q <br />Ln <br /><1_2 <br />M1 <br />THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND <br />MONUMENTS SHOWN HEREON: THE BEARING BEING N85'27'38"W (CALCULATED) <br />BETWEEN THE CITY OF TRACY GPS POINT 9 AND GPS POINT 2056 AS SHOWN ON <br />RECORD OF SURVEY (36 SURVEYS 118), NAD83, EPOCH 2004.0. DISTANCES <br />SHOWN HEREON ARE GROUND DISTANCES IN US SURVEY FEET. TO OBTAIN GRID <br />DISTANCES, MULTIPLY GROUND DISTANCES BY 0.9999388. <br />LEGEND <br />O <br />DN <br />EVAE <br />PAE <br />PUE <br />SSE <br />WLE <br />NOT' <br />SUBDIVISION BOUNDARY LINE <br />RIGHT OF WAY LINE <br />LOT LINE <br />EASEMENT LINE <br />CENTERLINE <br />TOTAL <br />RADIAL <br />MONUMENT TO MONUMENT <br />MONUMENT TO PROPERTY LINE <br />FOUND STANDARD STREET MONUMENT <br />STANDARD STREET MONUMENT, LS 7960, TO <br />BE SET PER TRACT 3917 <br />SET STANDARD STREET MONUMENT, LS 7960 <br />DOCUMENT NUMBER <br />EMERGENCY VEHICLE ACCESS EASEMENT <br />PRIVATE ACCESS EASEMENT <br />PUBLIC UTILITY EASEMENT <br />SANITARY SEWER EASEMENT <br />WATER LINE EASEMENT <br />1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED <br />2. SEE SHEET 2 FOR ADDITIONAL NOTES. <br />REFERENCES: <br />(#) <br />INDICATES REFERENCE NUMBER <br />(1) <br />RECORD OF SURVEY (36 RS 118) <br />(2) <br />PARCEL MAP (4 PM 34) <br />(3) <br />RECORD OF SURVEY (13 RS 13) <br />(4) <br />TRACT NO. 2313 (32 M&P 38) <br />(5) <br />RECORD OF SURVEY (24 RS 170) <br />(6) <br />TRACT NO. 2222 (29 M&P 61) <br />(7) <br />TRACT NO. 2322 (30 M&P 66) <br />(8) <br />INTENTIONALLY OMITTED <br />(9) <br />TRACT NO. 3917 (f y M&P J]2) <br />Liq MOM 151t Gr <br />SHEET 8 OF 12 <br />