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TRACT 3895 <br />SEE SHEET 5 RIVER ISLANDS - PHASE 1 B <br />VILLAGES J & K <br />7F3AG7 3) 832 (r, 11) <br />A PORTION OF RANCHO EL PESCADERO, BEING <br />A SUBDIVISION OF PARCELS 1 THROUGH 3 OF TRACT 3832 (42 M&P 66) <br />N 20 21 20 CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />AP,GrL G 17 18 19 MAY 2017 <br />Lu <br />PI <br />0 <br />Z <br />N <br />0 <br />SLOPE AND <br />DRAINAGE <br />EASEMENT <br />SEE SHEET 5 <br />N PARCEL B <br />I <br />� <br />� <br />I <br />O <br />N <br />w <br />n <br />`" <br />r <br />o� <br />o I o12) <br />Z <br />o <br />12075'0 <br />N79'2256 E68.5$ <br />z <br />I <br />o . _45�] <br />�45� <br />—I <br />I <br />\ <br />I <br />W <br />c' I <br />'Lou <br />_� <br />I <br />TRACT 3895 <br />SEE SHEET 5 RIVER ISLANDS - PHASE 1 B <br />VILLAGES J & K <br />7F3AG7 3) 832 (r, 11) <br />A PORTION OF RANCHO EL PESCADERO, BEING <br />A SUBDIVISION OF PARCELS 1 THROUGH 3 OF TRACT 3832 (42 M&P 66) <br />N 20 21 20 CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />AP,GrL G 17 18 19 MAY 2017 <br />Lu <br />PI <br />0 <br />Z <br />N <br />0 <br />SLOPE AND <br />DRAINAGE <br />EASEMENT <br />Z <br />U Ly <br />�w <br />�a <br />� I - <br />z <br />o� <br />�w <br />aQ <br />gw00 <br />W w N <br />Q J O <br />�C\jo <br />00 <br />Ln N N <br />Lq <br />M <br />M <br />of <br />00 <br />M <br />N87'1 <br />cV <br />00 <br />N <br />N PARCEL B <br />LZU abi <br />o <br />0.33 AC <br />�v <br />O <br />T <br />v <br />Lucl <br />Z <br />U Ly <br />�w <br />�a <br />� I - <br />z <br />o� <br />�w <br />aQ <br />gw00 <br />W w N <br />Q J O <br />�C\jo <br />00 <br />Ln N N <br />Lq <br />M <br />M <br />of <br />00 <br />M <br />N87'1 <br />cV <br />00 <br />N <br />SHEET O OF <br />i � � <br />T <br />EAST 366.00'(7)}` <br />12075'0 <br />N79'2256 E68.5$ <br />10.14' <br />0 15 30 60' <br />EAST 100.05(7) <br />\ <br />= <br />SCALE: 1 30' <br />_ __ ..l <br />.. 52.03' <br />40.40' <br />59.66 <br />N87'33'57"W 52.98' <br />I <br />N <br />I <br />o <br />o w <br />-EN G1N-E-I- f7,1NG <br />3' S.E. <br />o <br />w <br />W <br />PARCEL 1 <br />& D.E. <br />C <br />o CD <br />13 <br />� <br />SEE SHEET 6 <br />o <br />6,006 S.F. <br />o <br />� I <br />� <br />14 <br />g <br />w <br />w I <br />15 <br />a, 5,541 S.F. <br />I 16 <br />5,753 S.F. <br />;' <br />LEGEND <br />8,196 S.F. <br />o <br />C, I <br />Q SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" <br />p. • ' <br />10' p.U.E. <br />- N05'11'23"W(R) <br />o SET 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" <br />I 1fj <br />I - <br />C30 <br />- - - _ N14'32'18"E(R) <br />- <br />- - - - C15 <br />C14 <br />° <br />j MONUMENT TO BE SET PER (1310) <br />- <br />C31 <br />C29_ - - <br />- - - - - <br />- - - 52.00' <br />22.38, ° <br />I <br />C10(T) <br />EAST 303.7S(T) <br />MONUMENT TO BE SET PER (R13) <br />/ <br />I <br />45.32' <br />T <br />119.70() <br />to <br />Q <br />MONUMENT TO BE SET PER (Rll) <br />/ <br />I� <br />0 <br />�0 ° <br />N81'24'55"E <br />of <br />W <br />SET 3.00' WITNESS CORNER (W.C.), UNLESS OTHERWISE NOTED, MEASURED <br />i%) <br />I <br />_ <br />O <br />W <br />ALONG LOT LINE, RADIAL LINE OR PERPENDICULAR TO STREET CENTERLINE <br />"PLS <br />I o <br />o� <br />ESB�RY COURT <br />—Q° <br />- C9( M) <br />AS NOTED. 3/4" x 24" IRON PIPE W/ PLASTIC PLUG 7788" <br />W <br />e 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" TO BE SET PER (R10) <br />c> <br />W <br />AND (R11), RESPECTIVELY <br />_ Ng124'55"E 167.46 <br />EAST 303.73'(7) <br />200.00'(R1) DENOTES MEASURED AND RECORD DATA PER REFERENCE (R1) <br />II <br />d -I <br />° <br />C11(T) <br />C12 <br />0— <br />(R1) DENOTES REFERENCE (R1) - SEE REFERENCE LIST ON SHEET 2 <br />N <br />81'5"E 1.70'(1) <br />N245 <br />47.87' C13 <br />(M -M) MONUMENT TO MONUMENT <br />N07'52'05"W R <br />N54'02'17"W(R) <br />57 - - <br />- - <br />(M -B) MONUMENT TO BOUNDARY <br />G�o 14.83' <br />-Op <br />= - - - - <br />(M -LL) MONUMENT TO LOT LINE <br />\ \\y <br />- <br />�10' <br />N14'59'47'W(R) <br />/b,CL <br />P.U.E.Z <br />(B) BOUNDARY <br />// <br />CENTERLINE <br />I <br />o <br />N <br />PARCEL 2 <br />(R) RADIAL BEARING <br />\ <br />°' <br />w <br />o <br />r <br />(T) TOTAL <br />rl <br />_ - <br />_ <br />- - <br />U, <br />20 <br />D.E. DRAINAGE EASEMENT <br />D <br />I <br />CWn <br />5,900 S.F. <br />N <br />P.U.E. PUBLIC UTILITY EASEMENT <br />con, 19 I <br />cO <br />S.E. SLOPE EASEMENT <br />t <br />i <br />cq 18 <br />6,548 S.F. m <br />LOT LINE <br />:n <br />o <br />I <br />W <br />Lp <br />o 6,427 S.F. <br />� <br />RIGHT-OF-WAY LINE <br />Z <br />I <br />cn. <br />P <br />3' S.E. <br />BOUNDARY <br />& D.E. 17 <br />10,182 S.F. <br />w <br />- - - - - EASEMENT LINE <br />co <br />5197 <br />CENTERLINE <br />Ng1'53'58"E <br />518 E 5215 <br />/ RESTRICTED ACCESS <br />i <br />N1511 46 <br />I <br />57.2$ <br />NOTES <br />82• g1(j� <br />I <br />2035 <br />1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE SIDEWALK 1.00' <br />N75.4639'E <br />INTO THE RIGHT-OF-WAY, ALONG PROLONGATION OF SIDE LOT LINES, OR AS <br />I <br />PARCEL 2 <br />NOTED. <br />1432 <br />2. 5/8" REBAR WITH CAP "PLS 7788" TO BE SET AT ALL REAR LOT CORNERS, <br />(j> <br />SEE SHEET 6 <br />UNLESS H <br />IT <br />12p0 "E 11531 <br />3. SEESHEETFOREADDITIONAL 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 />SHEET O OF <br />i � � <br />