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LEG CDID <br />MONUMENT TO BE SET PER (R17) <br />SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" <br />3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (R17), <br />UNLESS OTHERWISE NOTED <br />o SET 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" <br />O EASEMENT REFERENCE NUMBER, SEE SHEET 3 <br />1.17" BRASS DISK STAMPED "PLS 7788" ON 1 FOOT OFFSET TO BE SET <br />PER (R17) <br />1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE <br />SIDEWALK 1.00' INTO THE RIGHT-OF-WAY, ALONG PROLONGATION OF SIDE <br />LOT LINES TO BE SET PER (R17) <br />�3 5/8" REBAR WITH CAP "PLS 7788" PER (R17) <br />® 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (R17) <br />200.00'(R1) MEASURED AND RECORD DATA PER REFERENCE (R1) <br />(R1) DENOTES REFERENCE (R1)- SEE REFERENCE LIST ON SHEET 2 <br />(M -M) MONUMENT TO MONUMENT <br />(M -B) MONUMENT TO BOUNDARY <br />(M -BC) MONUMENT TO BEGINNING OF A CURVE <br />(M -CL INTX) MONUMENT TO CENTERLINE INTERSECTION <br />(T) TOTAL <br />(B) BOUNDARY <br />P.U.E. PUBLIC UTILITY EASEMENT <br />2 <br />o' 01 <br />0 <br />N O <br />R=1738.00' P30)0 R=V <br />=21'16'57" b ' o' N18'45558"E(R) <br />NOTES <br />LOT LINE 1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON <br />RIGHT-OF-WAY LINE CONCRETE SIDEWALK 1.00' INTO THE RIGHT-OF-WAY, <br />BOUNDARY ALONG PROLONGATION OF SIDE LOT LINES, OR AS NOTED. <br />EASEMENT LINE 2. 5/8" REBAR WITH CAP "PLS 7788" TO BE SET AT ALL <br />REAR LOT CORNERS, UNLESS OTHERWISE NOTED. <br />-- CENTERLINE 3. SEE SHEET 2 FOR ADDITIONAL NOTES AND REFERENCES. <br />RESTRICTED ACCESS 4• SEE SHEET 3 FOR BASIS OF BEARINGS. <br />5. SEE SHEET 15 FOR LINE AND CURVE TABLES. <br />SEE SHEET 11NO2'49'41"E(R) <br />NUE <br />L=475.11'lT <br />L=645.58' z o 0 <br />-(M-8) M <br />0 <br />N20'38'20'E(R) <br />- -- <br />- - - - - - R=1738.00' &-19'39'07 L=596.12' M -M <br />0 <br />30.00' l�SS <br />30A� 0 0 <br />Lo0 <br />M <br />„ a\ �L151 <br />MOZART AVE o ,D N <br />_ NO2'44'41"E(R) s <br />=16'811" '7) -R=1768.00' ,, 497.92 C51 52 _ <br />- <br />�C49 C50 -_---- <br />NlO'49'09-E(R) / <br />�58 <br />0 <br />0 <br />w v cq <br />59 n 5,396 <br />�n o0 <br />w <br />io 61 <br />60 0 <br />.0 <br />` <br />00 <br />0 0 5,406 <br />� 0 5,385 'aoi <br />0 o S.F. oz <br />f <br />o�I <br />N18'52'52"E(R) <br />f S.F. <br />z <br />z <br />5,296 ' 0 5,296 <br />S.F. <br />z <br />l <br />S.F. <br />o <br />S.F. r <br />z <br />L_ o z <br />1 <br />r+- <br />z <br />z <br />C47 <br />C48 <br />0 <br />- <br />��y -TS.F. <br />30 00 30.00' <br />�..110' <br />P.U.E. <br />1 <br />� 63 <br />� 62 <br />6, <br />0 <br />5,396 <br />o05,396 <br />,, 6,5300 <br />S.F. <br />a <br />S.F. <br />U <br />N <br />J <br />Z <br />O O <br />N <br />.1 <br />, <br />LLJ <br />!� <br />y <br />U--' <br />W � LL1 <br />� <br />L92 L90 <br />C/) <br />w <br />C <br />CC <br />w <br />� <br />��1 L93 <br />L91 <br />L89 <br />L88 <br />L87 1-81 <br />N <br />co <br />O <br />N <br />o <br />II L94 <br />L95 <br />L96 <br />L97 <br />C) <br />` U <br />z <br />.1 <br />N <br />z <br />Cb <br />, l <br />io <br />0 <br />30.00' l�SS <br />30A� 0 0 <br />Lo0 <br />M <br />„ a\ �L151 <br />MOZART AVE o ,D N <br />_ NO2'44'41"E(R) s <br />=16'811" '7) -R=1768.00' ,, 497.92 C51 52 _ <br />- <br />�C49 C50 -_---- <br />NlO'49'09-E(R) / <br />L85 <br />66 <br />�58 <br />w v cq <br />59 n 5,396 <br />�n o0 <br />w <br />io 61 <br />60 0 <br />5,396 o S.F. <br />` <br />00 <br />0 0 5,406 <br />� 0 5,385 'aoi <br />0 o S.F. oz <br />f <br />S.F. c' ` <br />o <br />o <br />z <br />f S.F. <br />z <br />z <br />5,296 ' 0 5,296 <br />S.F. <br />z <br />30.00, 5' P.U.E. - S.F. <br />30.00' <br />S.F. <br />L85 <br />66 <br />Y^ 6,091 S.F. 0 67 <br />0 68 <br />w <br />69 -c, 70 <br />N o <br />d o 0 5,296 <br />0 5,296 <br />0 <br />5,296 ' 0 5,296 <br />S.F. <br />� <br />o <br />30.00, 5' P.U.E. - S.F. <br />30.00' <br />S.F. <br />o <br />S.F. r <br />z <br />L_ o z <br />z <br />r+- <br />z <br />z <br />71 o0 <br />5,296 0 0 <br />S.F. o <br />.1 <br />72 <br />5,296 <br />S.F. <br />80 L <br />L101 <br />73 <br />0 5,296 <br />S.F. <br />0 <br />W 74 <br />r 0 5,296 <br />S.F. <br />0 <br />z <br />C53 - <br />56 <br />Lo a, 6,573 S.F <br />57 N <br />5,396 o <br />0 <br />S.F. <br />z <br />r -L75 <br />- - - C5�7_,Y <br />TRACT 400] <br />RIVER ISLANDS - STAGE 2A <br />VILLAGE AA <br />A PORTION OF RANCHO EL PESCADERO, BEING <br />A SUBDIVISION OF PARCEL 1 OF TRACT 3908 (43 M&P 52), <br />CITY OF LATHROP, COUNTY OF SAN JOAQUIN, CALIFORNIA <br />OCTOBER 2018 <br />Vlrklkia _.. <br />)tire" <br />-ENGIN-EEf:�1NG <br />0' 20' 40' 80' <br />SCALE: 1" = 40' <br />n <br />ko <br />00 3p pd <br />co o A <br />Lo <br />\4" LLo <br />\cp <br />0 <br />Lo <br />4 7 Z \ <br />L1p4 V� , o 0 1 <br />0 <br />5' P.U.E.-- <br />76 C <br />75 0 6,094 S.F. o \ <br />5,29S.F6 0 30.O�L11`11 `�� <br />o Z <br />NO2'36'27"E(R) <br />lye 10' P.U.E. I C58 - -- - <br />�- I -- <br />- - C59 <br />O C65 - - - - - C60 <br />C64 C63 C62 C61 - / <br />R=1970.00' A=16'24'40" L=564.26'11 <br />MULHOLLAND DRIVE - - - - <br />(FUTU <br />PARCEL 2 <br />TRACT 3908 (R22) <br />SHEET ` 0 OF `1 <br />