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-rn(� <br />rir r oJo- rig <br />�vN _ <br />zI'2 <br />o <br />z <br />EAST 675.00' M-M)(W)_ <br />b— - <br />62.00' ` 62.00' - - <br />cl <br />0 <br />0 <br />Lo <br />LoI <br />37' <br />I <br />m <br />i <br />o <br />0 <br />01 0 <br />cO o <br />N <br />1-- <br />I ILI <br />0 <br />L <br />I <br />30' 31 <br />JIIi <br />I <br />I <br />0 <br />0 <br />vi <br />Lo <br />BALSAiM COURT <br />i <br />EAST 408.87'(M-M)(R5) ` <br />I <br />u'> <br />r -- <br />Lu <br />Lu <br />_f- <br />zr) <br />u <br />!.1.1 <br />U) <br />A►MESBURY COURT <br />EAST 358.73jM-M R7 <br />L <br />L <br />Ind <br />til <br />I s <br />CD <br />0 <br />L <br />30' 31 <br />rrAGr -38'4 (r)l5) <br />EAST 412.02'(M-M)(R5) <br />MARINA DRIVE 263.02'(R5) - <br />V-- " V' ILL 1 `J <br />AMESBURY COURT <br />EAST 303., <br />1-- <br />37 37 <br />?yoA; <br />3 <br />EAST 317.00'(T) <br />PARCEL 1 <br />EAST 241.10'(T) <br />HARTFORD COURT <br />0 <br />0 <br />r -i <br />o� <br />0 <br />0 <br />L <br />w a <br />a <br />0 <br />b Q o <br />o J u- o <br />W N <br />00N <br />v <br />Of d ^ z <br />z <br />m <br />3 _ )� <br />TRA( DT 3831 <br />RIVED ISLANDS - PHASE 1 B <br />VILLAGES J & K <br />A PORTION OF RANCHO EL PESCADERO, BEING <br />A SUBDIVISION OF PARCELS 1 THROUGH 3 OF TRACT 3895 (42 M&P 89) <br />N CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />OCTOBER 2017 <br />h , <br />1 <br />-E N G 1 N -E -E -R 1 N G` <br />tab ,rYk.W'k. <br />0 20' 40' 80' <br />SCALE: 1" = 40' <br />LEGEND <br />Qo SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788- <br />,j MONUMENT TO BE SET PER (137) <br />o SET 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" <br />MONUMENT TO BE SET PER (R4) <br />C MONUMENT TO BE SET PER (R5) <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 />3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" TO BE SET PER (R4), <br />(R5) OR (137), RESPECTIVELY, UNLESS OTHERWISE NOTED <br />200.00'(R1) MEASURED AND RECORD DATA PER REFERENCE (R1) <br />(R1) RECORD DATA PER REFERENCE (Rt)- REFER TO REFERENCE LIST ON SHEET 2 <br />(M -M) MONUMENT TO MONUMENT <br />(B) BOUNDARY <br />CL CENTERLINE <br />(R) RADIAL BEARING <br />(T) TOTAL <br />D.E. DRAINAGE EASEMENT <br />P.U.E. PUBLIC UTILITY EASEMENT <br />S.E. SLOPE EASEMENT <br />LOT LINE <br />RIGHT-OF-WAY LINE <br />BOUNDARY <br />EASEMENT LINE <br />CENTERLINE <br />DENOTES WITNESS CORNER ON 3 FOOT OFFSET ALONG THE SIDE PROPERTY LINE PER (R5) <br />© DENOTES WITNESS CORNER ON 3 FOOT OFFSET ALONG THE SIDE PROPERTY LINE PER (R7) <br />10 5/8" REBAR WITH CAP "PLS 7788" PER (R4) <br />5/8" REBAR WITH CAP "PLS 7788" PER (R5) <br />03 5/8" REBAR WITH CAP "PLS 7788" PER (R7) <br />U 1.17" BRASS DISK STAMPED "PLS 7788" <br />WITNESS CORNER ON 1.0' OFFSET PER (R7) <br />5� 3/4" IRON PIPE WITH CAP "PLS 7788" PER (137) <br />© 1.17" BRASS DISK STAMPED "PLS 7788" WITNESS <br />CORNER ON 1.0' OFFSET PER (R5) <br />7Q 3/4" IRON PIPE WITH CAP "PLS 7788" PER (134) <br />NOTES <br />1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE SIDEWALK 1.00' <br />DETAIL A INTO THE RIGHT-OF-WAY, ALONG PROLONGATION OF SIDE LOT LINES, OR AS <br />NOTED. <br />NOT TO SCALE 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 AND REFERENCES. <br />4. SEE SHEET 3 FOR EXISTING EASEMENTS AND BASIS OF BEARINGS. <br />5. SEE SHEET 9 FOR LINE AND CURVE TABLES. <br />SHEE-r 70 F <br />Nam <br />