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w <br />w <br />con <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />Cl <br />20.00' <br />90'00'00" <br />31.42' <br />JOB NO. 2043-000 <br />4q -57 E <br />TRACTNO, 4005 <br />� N89'37'17"W 1102.98'(M-M)(SECTION LINE) ° <br />N89`37'17"W 1102.96'(CL-PL) — SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA <br />TRACY VILLAGE NEIGHBORHOOD 5B <br />CONSISTING OF 10 SHEETS <br />VALPICO ROAD `o BEING A SUBDIVISION OF PARCEL J, AS SAID PARCEL J IS SHOWN ON <br />W TRACT NO. 3917 L & P f& <br />W BEING A PORTION OF SECTION 5, T3S, R5E, MDB&M <br />p� 2.00' CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA <br />N8937'17"W 95.00'(T) N89'37'17"W 95.00' 2.00 N8937'17"W 95.00' 2.00' <br />47.50' 47.50' SAN RAMON ■ (925) 866 <br />47.50' -0322 <br />47.50' 47.50' cbg <br />SACRAMENTO ■ (916) 375-1877 <br />WWW.CBANOG.COM <br />CIVIL ENGINEERS ■ SURVEYORS ■ PLANNERS <br />N SCALE: V = 30' APRIL 2022 <br />'115 <br />GRANITE COURT <br />o <br />q Co <br />coc6 <br />a CD <br />La 116 ' ui 117 Lu <br />5,035 SFt o N 5,130 SF± <br />C14N N <br />O O N <br />O Z <br />p <br />c)w <br />cn <br />"- <br />Ln <br />------ -- <br />47.50' 47.50' <br />N89'37'17"W 320.93'(M -M) <br />_-43.00' � — 43.00' <br />C) <br />0 <br />r �I <br />1 <br />N <br />1 n z <br />N 0'22' 43" E 1 <br />21.09' <br />23.00' <br />��T <br />9 <br />118 <br />5,130 SFf <br />:7 <br />47.50' <br />(LOT LINE) <br />CD <br />Q <br />(2) <br />Q <br />00 <br />c <br />o <br />C) <br />— — — — — — — — — <br />W4 <br />— a <br />CD 119 <br />120 C <br />TOTAL <br />N <br />5,035 SFt <br />5.035 SF± <br />o <br />N <br />Gbh <br />CV <br />(M -PL) <br />MONUMENT TO PROPERTY LINE <br />Z: <br />C) <br />NOTED <br />0 <br />ca <br />N89.37'17"W 246.00'(M -M) <br />i PARCEL C <br />of <br />PUE, EVAE, PAE, SSE, WLE <br />1 7 7/ A 11 J_ I <br />1 21 <br />47.50' 47.50' <br />N89'37'17"W 769.93'(T) <br />GRANITE PLACE N89'37'17"w <br />203.00'(M -M) <br />N89'37'17"W 160.00' <br />�— — 43.00' � 43.00' <br />c� <br />C%4 , <br />CV � <br />c, <br />�s <br />! - --23.00'- -23.00'-- <br />SEE SHEET 9 <br />r - <br />(2) <br />RIGHT OF WAY LINE <br />(3) <br />w <br />— — — — — — — — — <br />W4 <br />— a <br />CENTERLINE <br />(T) <br />TOTAL <br />c� <br />W <br />�4 <br />O <br />(M -M) <br />MONUMENT TO MONUMENT <br />(M -PL) <br />MONUMENT TO PROPERTY LINE <br />Q <br />FOUND STANDARD STREET MONUMENT, AS <br />NOTED <br />STANDARD STREET MONUMENT, LS 7960, TO <br />BE SET PER TRACT 3917 <br />O <br />SET STANDARD STREET MONUMENT, LS 7960 <br />®, SNF <br />SEARCHED FOR, NOT FOUND <br />DN <br />DOCUMENT NUMBER <br />EVAE <br />EMERGENCY VEHICLE ACCESS EASEMENT <br />PAE <br />PRIVATE ACCESS EASEMENT <br />PUE <br />PUBLIC UTILITY EASEMENT <br />K) <br />w <br />WLE <br />WATER LINE EASEMENT <br />NCD <br />N <br />�I <br />W <br />z <br />o <br />w <br />SEE SHEET 9 <br />144 <br />145 <br />30' 0' 15' 30' 60' 120' <br />BASIS OF BEARINGS: <br />THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND <br />MONUMENTS SHOWN HEREON: THE BEARING BEING N8527'38"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 />r - <br />(2) <br />RIGHT OF WAY LINE <br />(3) <br />w <br />— — — — — — — — — <br />W4 <br />— a <br />CENTERLINE <br />(T) <br />TOTAL <br />c� <br />W <br />�4 <br />CENTERLINE TO PROPERTY LINE <br />(M -M) <br />MONUMENT TO MONUMENT <br />144 <br />145 <br />30' 0' 15' 30' 60' 120' <br />BASIS OF BEARINGS: <br />THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND <br />MONUMENTS SHOWN HEREON: THE BEARING BEING N8527'38"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 />NOTE: <br />1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED <br />2. SEE SHEET 2 FOR ADDITIONAL NOTES. <br />REFERENCES: <br />(#) INDICATES REFERENCE NUMBER <br />(1) <br />SUBDIVISION BOUNDARY LINE <br />(2) <br />RIGHT OF WAY LINE <br />(3) <br />LOT LINE <br />— — — — — — — — — <br />— EASEMENT LINE <br />— <br />CENTERLINE <br />(T) <br />TOTAL <br />(R) <br />RADIAL <br />(CL -PL) <br />CENTERLINE TO PROPERTY LINE <br />(M -M) <br />MONUMENT TO MONUMENT <br />(M -PL) <br />MONUMENT TO PROPERTY LINE <br />Q <br />FOUND STANDARD STREET MONUMENT, AS <br />NOTED <br />STANDARD STREET MONUMENT, LS 7960, TO <br />BE SET PER TRACT 3917 <br />O <br />SET STANDARD STREET MONUMENT, LS 7960 <br />®, SNF <br />SEARCHED FOR, NOT FOUND <br />DN <br />DOCUMENT NUMBER <br />EVAE <br />EMERGENCY VEHICLE ACCESS EASEMENT <br />PAE <br />PRIVATE ACCESS EASEMENT <br />PUE <br />PUBLIC UTILITY EASEMENT <br />SSE <br />SANITARY SEWER EASEMENT <br />WLE <br />WATER LINE EASEMENT <br />NOTE: <br />1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED <br />2. SEE SHEET 2 FOR ADDITIONAL NOTES. <br />REFERENCES: <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 N0. 2322 (30 M&P 66) <br />(8) <br />TRACT NO. 3917 (A M&P $Q) <br />SHEET 6 OF 10 <br />