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WE <br />J SEE <br />SsE CUE I _ _ _ N232 <br />PER (9) j! 36. p`�, - r o W(R� <br />/232 <br />1�! <br />PARCEL r � <br />f <br />co <br />N79'27'50'W(R)za <br />1 <br />g P! 233 <br />4co <br />I <br />I <br />&-- 7'05' 10" I I <br />L=96.78' I I <br />4 Q I <br />ILj <br />to <br />241. <br />341 <br />5' PUELo <br />—y �; I <br />SSE, WLE ' Q I N8517 5S 'W R <br />() 106.10' <br />----L4 <br />`ti ^ c6 l <br />t� Q o I L4=5'30'07" 23 <br />€ _ <br />N89-37'1 7"W 45.15' i' n J I L=68.90' <br />I 6,814 SF± <br />�rC14 N89'37'17"W(R) 100.00'(M -M) M00 <br />I <br />C:) WHITE <br />r 'p IcV <br />HITE ROCK DRIVE � � � � i N89'11'55"E(R) 106.65' <br />K; <br />ff w <br />`V N8937'17"W 45.15' a <br />IV a T <br />10' PUE <br />I SSE, WLE <br />Ln I d=6'19'51" <br />y y L=79.28' <br />5' PUE , <br />SSE, WLE f� <br />f � y <br />�1_38 <br />} � I <br />I N ;� I <br />n <br />JOB NO. 2043-000 <br />236 <br />7,848 SFf <br />E(')) <br />00 33' <br />N82'52' 04" <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />C22 <br />20.00' <br />86'55'43" <br />30.34' <br />LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />L4 <br />N8633'00"W <br />36.00' <br />L5 <br />N87'18' 26"E <br />36.00' <br />SEE SHEET 9 <br />r� <br />Zo <br />06 <br />NV U-5 <br />3 <br />co cl <br />K) <br />z <br />` car! <br />I 1=4'52'24" <br />L=61.03' co co <br />237 SN 00 <br />I00 <br />I �t II 7,949 SF± <br />N80'09'59"E(R) 1 <br />�9.009.73' <br />X2'10'19" L=29.66' 3��9,4p"E�R� 65.00 `WQ�,� <br />R=273.00' <br />R=20.00' A=13'58'03" <br />A=91'35'00" N13'35'20"W(R) L=66.55 <br />L=31.97' <br />(R) <br />(R) <br />23 <br />N8911'32"W(R) 118.86' <br />X0'25'45" L=6.16' <br />222 <br />6,949 SFt <br />N89'37'17"W 119.90' <br />10' PUE <br />SSE, WLE <br />221 <br />7,924 SFt <br />N8937'17"W 115.40' <br />220 <br />9,043 SFt <br />SEE ,SHEET 8 <br />&9 <br />a <br />Lo <br />Lo <br />r <br />o � <br />= x f <br />o <br />Lo <br />u Z <br />m I <br />0 1 <br />CD 30 <br />co <br />I <br />ICD <br />Of <br />ELI <br />I <br />23.00' 23.00' <br />L <br />in N <br />�h• <br />90.00' ----- ��'/ <br />N89'37'17"W 99.73' <br />PrlR(--/r L L (9) <br />0 <br />�I <br />CV <br />N <br />a <br />-23.00' 1 23.00' <br />N89'37'17"W(R) 46.00' <br />X90'00'00" L=31.42' <br />R=20.00' <br />i4-S&T <br />TRACT N0. 4006 <br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA <br />TRACY VILLAGE NEIGHBORHOOD 2 <br />CONSISTING OF 12 SHEETS <br />BEING A SUBDIVISION OF PARCEL K, AS SAID PARCEL K IS SHOWN ON <br />TRACT NO. 3917 (qt M & P <br />BEING A PORTION OF SECTION 5, T3S, R5E, MDB&M <br />CITY OF TRACY, SAN JOAQUIN COUNTY, CALIFORNIA <br />SAN RAMON ■ (925) 866-0322 <br />Cbg SACRAMENTO • (916) 375-1877 <br />WWW_CBANDG.COM <br />CIVIL ENGINEERS SURVEYORS m PLANNERS <br />SCALE: I"= 30' APRIL 2022 <br />30' 0' 15' 30' 60' 120' <br />GRAPHIC SCALE <br />2 1 5 BASIS OF BEARINGS: <br />2 "1 6 <br />10 PUE <br />SSE, WILE <br />X11 <br />213 <br />THE BASIS OF BEARINGS FOR THIS SURVEY IS DETERMINED BY FOUND <br />MONUMENTS SHOWN HEREON: THE SEARING 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 />NOTE: <br />1. ALL DISTANCES SHOWN ARE MEASURED UNLESS OTHERWISE NOTED <br />2. SEE SHEET 2 FOR ADDITIONAL NOTES. <br />REFERENCES: <br />(#) <br />LEGEND <br />(1) <br />RECORD OF SURVEY (36 RS 118) <br />(2) <br />SUBDIVISION BOUNDARY LINE <br />(3) <br />RECORD OF SURVEY (13 RS 13) <br />RIGHT OF WAY LINE <br />TRACT NO. 2313 (32 M&P 38) <br />(5) <br />LOT LINE <br />(6) <br />— — — — — — — — — <br />— EASEMENT LINE <br />TRACT NO. 2322 (30 M&P 66) <br />— <br />CENTERLINE <br />(9) <br />(T) <br />TOTAL <br />(R) <br />RADIAL <br />N <br />T-4 <br />(M --M) <br />MONUMENT TO MONUMENT <br />W <br />(M -PL) <br />MONUMENT TO PROPERTY LINE <br />W <br />O <br />FOUND STANDARD STREET MONUMENT <br />STANDARD STREET MONUMENT, LS 7960, TO <br />W <br />W <br />BE SET PER TRACT 3917 <br />O <br />SET STANDARD STREET MONUMENT, LS 7960 <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 />(#) <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 ( M&P 5�) <br />4 4 Mow sss <br />SHEET 11 OF 12 <br />