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0 <br />M <br />--00'-55.00'— I b <br />0 <br />o to <br />p M <br />u� <br />I� <br />30 30.00' <br />I <br />W <br />TRACT 3838 (R12) <br />GARDEN FARMS AVENUE <br />EAST 534.00'(M -M) — <br />417.00' <br />EAST 417 <br />15 47.00'---- 55_00' --�--55.00'--- — --- —I 55_00' --�--55.00'--�-- 55.00_— <br />o <br />z <br />-j> <br />o� <br />S � <br />06 <br />M <br />_m <br />� i <br />o <br />0 z- <br />M EAST 555.30'(M -CL INTX)(R11) <br />62.00' <br />0 <br />to I <br />Oui <br />I <br />40.00' <br />s 1 <br />d <br />�I <br />o <br />m <br />o <br />0 <br />0 <br />01rr� <br />0 <br />0 <br />0 5' P.U.E.-- <br />N <br />1 <br />2 <br />LLJ <br />CL <br />O <br />5 <br />Z <br />� <br />Z <br />5,170 S.F. <br />o <br />0 5,794 S.F. <br />TRACT 3838 (R12) <br />GARDEN FARMS AVENUE <br />EAST 534.00'(M -M) — <br />417.00' <br />EAST 417 <br />15 47.00'---- 55_00' --�--55.00'--- — --- —I 55_00' --�--55.00'--�-- 55.00_— <br />o <br />z <br />-j> <br />o� <br />S � <br />06 <br />M <br />_m <br />� i <br />o <br />0 z- <br />M EAST 555.30'(M -CL INTX)(R11) <br />62.00' <br />0 <br />to I <br />Oui <br />I <br />40.00' <br />s 1 <br />d <br />0 <br />o <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 5' P.U.E.-- <br />J <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />5,170 S.F. <br />o <br />0 5,794 S.F. <br />5,170 S.F. <br />r 5,170 S.F. <br />t 5,170 S.F. <br />5,170 S.F. <br />5,170 S.F. <br />5,170 S.F. <br />t 5,798 S.F. o <br />~ <br />C:, <br />m <br />0 <br />z <br />0 <br />z <br />0 <br />z <br />0 <br />z <br />0 <br />z <br />0 <br />z <br />0 0 <br />z <br />EAST 63.00' <br />PARCEL A <br />1,323 S.F. <br />16 <br />J 5,794 S.F. <br />30' 30_00' a <br />L20 — <br />1 47.00' <br />0 <br />J <br />to <br />m V <br />o � <br />EAST — C) — <br />° 56.00'(R11) j3: <br />M O <br />4 o <br />0 <br />Lo <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />15 <br />14 <br />32' <br />— - <br />32.00' <br />11 <br />10 <br />Q <br />5,170 S.F. <br />5,170 S.F. <br />5,170 S.F. <br />J <br />5,170 S.F. <br />5,170 S.F. <br />0 <br />Lq <br />I <br />z <br />N <br />00 <br />z <br />z <br />z <br />z <br />m <br />o <br />z <br />� <br />o <br />0 <br />o0 <br />Y <br />CD <br />^ <br />C)Lo 1 N <br />N <br />L10' P.U.E. <br />L17 <br />z <br />CD <br />0 <br />z <br />EAST 55.00 EAST 55.00' 1 EAST 55.00' 1 EAST 55.00' 1 EAST 55.00' 1 EAST 55.00' <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />15 <br />14 <br />= 13 <br />= 12 <br />11 <br />10 <br />Q <br />5,170 S.F. <br />5,170 S.F. <br />5,170 S.F. <br />5,170 S.F. <br />5,170 S.F. <br />5,170 S.F. <br />I <br />z <br />z <br />z <br />z <br />z <br />z <br />z <br />— — — 10' P.U.E. <br />------ --- --- —-- <br />55.00' 55.00' 55.00' 55.00' 55.00' 55.00' <br />EAST 417.00'(T) <br />PLUMAS DRIVE EAST 534.00'(M -M) <br />_ 416.00' <br />423.00' <br />I EAST 422.00'(T) <br />EAST 65.00' <br />EAST 74.00(B)( <br />37.00 37 <br />TRACT 3835 <br />RIVER ISLANDS - PHASE 1 B <br />VILLAGE N <br />A PORTION OF RANCHO EL PESCADERO, BEING <br />A SUBDIVISION OF PARCEL 3 OF TRACT 3836 (42 M&P 84) <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />MAY 2018 <br />EVE" � r <br />N -EN GINE-E-R1 NG <br />h8+n'34Y1xYce"i ,'S�++eWi,BluMR <br />0 20' 40' 80' <br />SCALE: 1" = 40' <br />I p, 22 LEGEND <br />o <br />Cl <br />9 23 <br />5,798 S.F. 1 <br />I <br />37.00' 37.00' <br />40.00' <br />W <br />55.00' <br />o <br />to <br />o <br />4 <br />� <br />� <br />0 <br />z <br />� <br />0 <br />X10 <br />0 <br />cd <br />x <br />O <br />"t <br />= <br />0 <br />z <br />Q <br />p <br />o <br />t <br />— <br />C/� <br />Z <br />o <br />Cl <br />9 23 <br />5,798 S.F. 1 <br />I <br />37.00' 37.00' <br />40.00' <br />I -c' <br />55.00' <br />o <br />to <br />� <br />o <br />I w <br />to <br />I <br />M <br />62.00' <br />55.00_ <br />= <br />55.00' <br />_ _ u <br />o <br />t <br />— <br />C/� <br />o <br />I <br />O <br />— — — <br />Gv\ <br />52.00' <br />55.00' <br />55.00' <br />55.00' <br />55.00 <br />55.00_ <br />55.00' <br />40.00' <br />�i� <br />— <br />— — — <br />-------- <br />— <br />— — — <br />— <br />— ---- <br />— — <br />----- <br />L19 <br />L10' P.U.E. <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />10= <br />5' P.U.E. -{ <br />74 <br />73 <br />Nj <br />72 <br />M <br />71 <br />M <br />70 <br />vi <br />69 <br />M <br />68 <br />M <br />m <br />1 <br />67 <br />5,757 S.F. <br />5,115 S.F. <br />5,115 S.F. <br />5,115 S.F. <br />5,115 S.F. <br />5,115 S.F. <br />5,115 S.F. <br />5,732 S.F. o <br />0 <br />Z <br />0 <br />Z <br />0 <br />Z <br />0 <br />Z <br />0 <br />L <br />0 <br />Z <br />0 <br />Z <br />00 <br />PARCEL B <br />8,554 S.F. <br />o <br />EAST 62.50' <br />EAST 55.00' <br />EAST 55.00' <br />EAST 55.00' <br />EAST 55.00' <br />EAST 55.00' <br />EAST 55.00' <br />EAST 65.00 <br />n, <br />0 <br />0 <br />Z <br />59 <br />60 <br />61 <br />62 <br />63 <br />64 <br />65 <br />66 <br />SEE SHEET 9 <br />1'5 <br />Lo <br />30_00' 30_00' <br />1 <br />LJJ m <br />CD <br />D o 0 <br />Lo <br />M <br />Q _ <br />or <br />oz <br />Qo SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788- <br />o SET 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" <br />MONUMENT TO BE SET PER (R11) <br />y MONUMENT TO BE SET PER (R9) <br />l'( MONUMENT TO BE SET PER (R16) <br />3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" TO BE SET PER (R11), <br />UNLESS OTHERWISE NOTED <br />SET 3.00' WITNESS CORNER (W.C.), UNLESS OTHERWISE NOTED, MEASURED <br />ALONG LOT LINE, RADIAL LINE OR PERPENDICULAR TO STREET CENTERLINE <br />AS NOTED. 3/4" x 24" IRON PIPE W/ PLASTIC PLUG "PLS 7788" <br />MONUMENT TO BE SET PER (R11) <br />200.00' (R1) MEASURED AND RECORD DATA PER REFERENCE (R1) <br />(R1) DENOTES REFERENCE (R1)- SEE REFERENCE LIST ON SHEET 3 <br />(M -M) MONUMENT TO MONUMENT <br />(M -CL INTX) MONUMENTS TO CENTERLINE INTERSECTION <br />(T) TOTAL <br />(B) BOUNDARY <br />P.U.E. PUBLIC UTILITY EASEMENT <br />LOT LINE <br />RIGHT-OF-WAY LINE <br />- - BOUNDARY LINE <br />— — — — — — — — EASEMENT LINE <br />CENTERLINE <br />RESTRICTED ACCESS <br />NOTES <br />1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE SIDEWALK <br />1.00' INTO THE RIGHT-OF-WAY, ALONG PROLONGATION OF SIDE LOT LINES, <br />OR AS NOTED. <br />2. 5/8" REBAR WITH CAP "PLS 7788" TO BE SET AT ALL REAR LOT CORNERS, <br />UNLESS OTHERWISE NOTED. <br />3. SEE SHEET 2 FOR ADDITIONAL NOTES. <br />4. SEE SHEET 3 FOR BASIS OF BEARINGS AND REFERENCES. <br />5. SEE SHEET 10 FOR LINE AND CURVE TABLES FOR COURSES SHOWN ON <br />SHEETS 6 THROUGH 10 ONLY. <br />SHEET 0 OF <br />