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un <br />m <br />co <br />co <br />NOTES <br />1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE SIDEWALK 1.00' <br />INTO THE RIGHT-OF-WAY, ALONG PROLONGATION OF SIDE LOT LINES, OR AS <br />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 AND REFERENCES. <br />4. SEE SHEET 3 FOR EXISTING EASEMENTS AND BASIS OF BEARINGS. <br />5. SEE SHEET 7 FOR LINE AND CURVE TABLES. <br />13 <br />(M-M)(R7) <br />0 <br />— C24 <br />0 <br />� <br />I- <br />to <br />I C21 (T) <br />0l <br />C22 <br />` <br />F.i <br />3 <br />20 14 13 12 <br />15 <br />Z <br />3.00' <br />2 <br />N83.48'11"E <br />48.89'(6)(1) <br />12 <br />6,598 S.F. <br />4 <br />TRACT 3831 <br />(RS) <br />5 <br />EAST 358.7S(M-M)(R7) <br />AMESBURY COURT <br />EAST 303.7S(T)(R7) <br />® V <br />55.00' ( 52.00' <br />TRACT 3831 <br />(R8) <br />11 <br />0 <br />7 <br />O <br />30' <br />I I <br />CDf <br />of <br />NI <br />55.00 Q <br />to <br />C) C'3 <br />Q® L z <br />5 2R <9 o <br />° 5 cn L I <br />a--- I <br />30.00' W <br />9 S cf) m <br />I <br />o b <br />24 <br />TRACT 3831 <br />0 <br />25 <br />0 <br />EAST 100.00'(T) <br />0 0 <br />r•j <br />� <br />0 <br />1 <br />` <br />5,200 S.F. <br />� <br />EAST 100.00'(T) <br />10 <br />2 <br />c <br />c <br />5,200 S.F. <br />6 <br />EAST 100.00'(T) <br />NI 3 <br />C) ' I 5,200 S.F. <br />PARCEL A I <br />IRS) <br />EAST 317.00'(B)(T) ® ® ®8 z <br />52.00' In ' 52.00' I 52.00' I 54.00' 1 <br />rR <br />I1 <br />0 <br />0 <br />0 <br />0 <br />0 0 <br />r•j <br />� <br />0 <br />0 <br />0 <br />0 <br />o rn <br />11 <br />10 <br />9 <br />8 <br />7 <br />6 <br />61481 S.F. <br />5,720 S.F. <br />5,720 S.F. <br />5,720 S.F. <br />5,720 S.F. <br />5,796 S.F. z <br />1--10' <br />P.U.E. <br />Z <br />Oz <br />Z <br />Z <br />I <br />Z <br />oI <br />CDf <br />I1 <br />0 <br />I <br />I <br />EAST 100.00'(T) <br />� <br />I <br />C) m <br />of <br />N <br />Z <br />�I <br />4 <br />5,200 S.F. <br />o <br />1--10' <br />P.U.E. <br />z <br />I <br />EAST 100.00'(T) <br />oI <br />CDf <br />5 <br /><V <br />I I 5,200 S.F. <br />OD 0 30.00 <br />NOO.26'48"W R �- - - 30.00' <br />10' P.U.E 0 7.92' o - <br />C14 24.04' 1 <br />------ ----- <br />- - - - C15 48.10' 52.00' 52.00' 52.00' 37.00' ® Lo <br />0 C16_ - C17(B) o l 9 EAST 241.10'(B)(T) o f 10 o <br />0 <br />A <br />C/C181I o1 0 0� of <br />U <br />E 108 \\0'0 p=15.2 126.2_ -M) 0 - 241 _EAST 292.67(M -M) 51.52' r <br />2 N�43° 2a <br />N74'�62" <br />157.3 / HARTFORD COURT <br />60) <br />El <br />O <br />— — — — — — — — — — — --- — — — — — --- — — — — — — — <br />�� <br />5.15' M <br />14 15 16 17 18 ,3010 <br />�� 13 SEE SHEET 5 <br />TRACT 3531 <br />(RS) <br />8.75' EAST 100.00'(T) <br />25 <br />TRACT 3832 (R5) <br />24 <br />22-3 <br />M <br />PARCEL A <br />TRACT 3832 (R5) <br />mom <br />TRACT <br />3894 <br />RIVER 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 3831 (43 M&P 16) <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />JUNE 2018 <br />-EN G1N-E-Ef:Z1NG <br />„w„� ,r'i <br />0' 20' 40' 80' <br />SCALE: 1” = 40' <br />LEGEND <br />13 MONUMENT TO BE SET PER (R7) <br />@o MONUMENT TO BE SET PER (R8) <br />3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" TO BE SET PER <br />(R4), (R5), (R7) OR (138), RESPECTIVELY, UNLESS OTHERWISE NOTED <br />} MONUMENT TO BE SET PER (R4) <br />FOUND MONUMENT STAMPED "PLS 7788" PER (R5) <br />3.00' WITNESS CORNER (W.C.), MEASURED ALONG LOT LINE, RADIAL LINE <br />OR PERPENDICULAR TO STREET CENTERLINE AS NOTED. 3/4" x 24" IRON <br />PIPE W/ PLASTIC PLUG "PLS 7788- <br />0 SET 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" <br />200.00'(R1) MEASURED AND RECORD DATA PER REFERENCE (R1) <br />(Rt) 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 />P.U.E. PUBLIC UTILITY EASEMENT <br />LOT LINE <br />RIGHT-OF-WAY UNE <br />BOUNDARY <br />- - - EASEMENT LINE <br />CENTERLINE <br />QA 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 (R8) <br />1Q 5/8" REBAR WITH CAP "PLS 7788" PER (R4) <br />Q2 1.17" BRASS DISK STAMPED "PLS 7788" WITNESS CORNER ON 1.0' OFFSET PER (RS) <br />Q3 5/8" REBAR WITH CAP "PLS 7788" PER (R7) <br />® 1.17" BRASS DISK STAMPED "PLS 7788" WITNESS CORNER ON 1.0' OFFSET PER (137) <br />Q5 3/4" IRON PIPE WITH CAP "PLS 7788" PER (R7) <br />© 1.17" BRASS DISK STAMPED "PLS 7788" WITNESS CORNER ON 1.0' OFFSET PER (R5) <br />Q7 3/4" IRON PIPE WITH CAP "PLS 7788" PER (R4) <br />® 5/8" REBAR WITH CAP "PLS 7788" PER (R8) <br />Q9 3/4" IRON PIPE WITH CAP "PLS 7788" PER (138) <br />10 3/4" IRON PIPE WITH CAP "PLS 7788" PER (R5) <br />SHEET 0 OF 7 <br />