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PARCELI <br />EAST 318.00' <br />--------------- 28 <br />2.1 <br />W <br />— — <br />F-- <br />LLI <br />2 <br />� P.U.E. & P.A.E. <br />L! 1 1.42f AC <br />Lu <br />U) <br />EAST 231.00' <br />629.72' <br />0 <br />0 <br />0 <br />M <br />0 <br />Lu <br />O <br />o <br />rrM <br />I <br />O <br />z <br />U <br />30.00' i <br />0 <br />I <br />U <br />S <br />O <br />I <br />30.00' <br />12 <br />O <br />0 <br />Z <br />I <br />r 5' P.U.E. <br />35.82' -----+-- o <br />SEE SHEET 5 <br />I I <br />I <br />I PARCEL 3 I <br />I 13 j <br />I I <br />5' P.U.E. <br />n n <br />Lu <br />Lu <br />E <br />o <br />rrM <br />M <br />Ll - <br />LL <br />z <br />U <br />30.00' i <br />0 <br />I <br />U <br />S <br />O <br />U-� <br />30.00' <br />o <br />18 <br />0 <br />20 <br />21 <br />s <br />23v <br />5,665 S.F. <br />5,665 S.F. <br />5,665 S.F. Cltf5,665 <br />o <br />5,665 S.F. <br />5,625 S.F. c <br />o <br />0 <br />_G <br />� <br />0 <br />Ln <br />o <br />Ln <br />N <br />N <br />U-) i <br />z <br />z <br />�J <br />z <br />o <br />o <br />Z <br />p <br />Z <br />30.00' <br />30.00' <br />Z <br />to <br />0 <br />SEE SHEET 5 <br />I I <br />I <br />I PARCEL 3 I <br />I 13 j <br />I I <br />5' P.U.E. <br />n n <br />Lu <br />0 <br />E <br />o <br />rrM <br />M <br />Ll - <br />LL <br />z <br />U <br />30.00' i <br />O <br />O <br />00 <br />N <br />I <br />U <br />S <br />O <br />U-� <br />30.00' <br />o <br />EAST 100.82'(T) I I I I EAST 143.00 0 <br />0 <br />I � <br />0 <br />of <br />100.82' — x_55.00' <br />EAST 155.82'(M -RW) <br />o� <br />0 <br />C5f <br />_ _55 00' M <br />EAST 240.00'(M -M) <br />LOCKSLEY DRIVE <br />EAST 302.66(T) I <br />143.00' <br />146.83' <br />I� <br />M C7(T) <br />--55.00'--1-- 55.00_--I-- S- -- ---55.--- 55.00' <br />0 <br />0 <br />co <br />o <br />0 <br />z Mo <br />10' P.U.E. -} <br />L12 CB"` <br />oo � <br />of <br />- J 42.00' O° <br />93.17' <br />N18'19'30"E R <br />N23'15'22"E R <br />0 <br />0 <br />0 <br />0 <br />0 <br />U-� <br />18 <br />19 <br />20 <br />21 <br />22 <br />23v <br />5,665 S.F. <br />5,665 S.F. <br />5,665 S.F. Cltf5,665 <br />S.F. <br />5,665 S.F. <br />5,625 S.F. c <br />5,0744 S.F. N <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />z <br />z <br />z <br />z <br />z <br />x <br />0 <br />z <br />55.00' <br />55.00' <br />55.00' <br />55.00' <br />55.00' <br />55.00' <br />55.00' <br />886.00' (PARCEL E LOT LINE) <br />EAST 1014.72'(T)(R9) N <br />c, <br />PARCEL E <br />SEE SHEET 9 <br />4 <br />N 0 T Ec" <br />TRAC;T 3K6 <br />RIMER ISLANDS - PHASE 1 S <br />VILLAGES D & E <br />A PORTION OF RANCHO EL PESCADERO, BEING <br />A SUBDIVISION OF LOTS 1 AND 2 OF LOT LINE ADJUSTMENT NO. LLA -16-46, <br />DOCUMENT NO. 2016-064002, AND PARCEL 4 OF TRACT 3876 (42 M&P 56) <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />JUNE 2016 <br />n[ am <br />-ENG"IN -E F<ING <br />i <br />0 20' 40 80' <br />SCALE: 1" = 40' <br />PARCEL C <br />2.05± AC <br />P.U.E. I <br />SEE SHEET 8 <br />I <br />CENTERLINE I <br />15' WIDE STORM <br />DRAIN EASEMENT <br />(SEE SHEET 8) <br />1, 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE SIDEWALK <br />1.00' INTO THE RIGHT -OF -'NAY, ALONG PROLONGATION OF SIDE LOT LINES, OR <br />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 3 FOR BASIS OF BEARINGS AND EXISTING EASEMENT REFERENCE <br />INFORMATION. <br />4. SEE SHEET 2 FOR ADDITIONAL NOTES AND REFERENCES. <br />5. SEE SHEET 10 FOR LINE AND CURVE TABLES. <br />Co <br />i -- <br />u <br />Lu <br />_C <br />U) <br />u <br />U-1 <br />r/) <br />LEGEND <br />O° SET STANDARD CITY OF LATHROP MONUMENT WELL, STAMPED "PLS 7788" <br />o SET 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" <br />FOUND MONUMENT STAMPED "PLS 7788" PER (R3) <br />iz MONUMENT TO BE SET PER (R11) <br />;< MONUMENT TO BE SET PER (1310) <br />3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" TO BE SET PER <br />(1310) OR (1311), RESPECTIVELY <br />MONUMENT TO BE SET PER (R4) <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 />200.00' (R2) MEASURED AND RECORD DATA PER REFERENCE (2) <br />(RI) RECORD PER MAP REFERENCE (RI) <br />(M -M) MONUMENT TO MONUMENT <br />(M -RW) MONUMENT TO RIGHT OF WAY LINE <br />(R) RADIAL BEARING <br />(T) TOTAL <br />(B) BOUNDARY <br />E.V.A.E. EMERGENCY VEHICLE ACCESS EASEMENT <br />P.A.E. PUBLIC ACCESS EASEMENT <br />P.U.E. PUBLIC UTILITY EASEMENT <br />LOT LINE <br />RIGHT-OF-WAY LINE <br />BOUNDARY LINE <br />- - - - - - - - EASEMENT LINE <br />MONUMENT LINE <br />— - - — CENTERLINE <br />Z RESTRICTED ACCESS <br />1O EASEMENT REFERENCE NUMBER (SEE SHEET 3) <br />SHEET OF <br />4 <br />