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EAST 543.96'(T) <br />37.00' <br />5 <br />30' A 30' <br />I <br />0 <br />i <br />I <br />_ 55.00'(R10) <br />L72(M-M)(R10) L73(M-M) <br />v5 <br />cr) <br />'r <br />w <br />L+ J <br />cf) IkeLij <br />v <br />LLJ <br />�I <br />U <br />N <br />J <br />I <br />^I <br />0 <br />N4 <br />M <br />U <br />1 � <br />3q <br />TRACT 3828 <br />(R10) <br />3q <br />3' <br />3' BY 3'_�� <br />W.C. <br />TRACT 3328 (RIO) <br />6 <br />C) �0 _ 37.00' <br />o C47 <br />rn CA <br />Lu W N <br />C) Err o: <br />z /AQ <br />h <br />n1 -'roll A <br />N74'30'48"W(R) <br />--C33 N82'11 <br />780.00' <br />------ M `_0625' <br />R=75 00. 0'X73 <br />N86'06� M 252.55'M7� � \ <br />----C27 —o C28 ° C29 ° R=720.00' 11'15' g„ <br />L35 N81'57'33"W(R) L=141 0 <br />N80-37'14"W(R) <br />PARCEL B <br />3.33 AC t <br />P.U.E. <br />CL 15' STORM <br />DRAIN EASEMENT <br />N095126"E 187.96 -� <br />SEE SHEET 9 <br />13 <br />14 <br />0.8A 52.14' <br />C44 5�"O N85'50'51"E 86.92 (T) <br />DETAIL g <br />NOT TO SCALE <br />Es <br />SEE SHEET 7 <br />PARCEL 2 <br />12.58 AC t <br />0 <br />o_ <br />15 <br />N00'26'07"W R <br />C43 <br />C42(T) <br />16 <br />C44 0 49.87' <br />EAST 353.8i(T) <br />DETAIL C <br />NOT TO SCALE <br />0 <br />cct <br />c5ti <br />N18.37'19"W R C> <br />0 18 <br />c°� Geo N49'36'20"E R <br />=i <br />nr-r-An In <br />19 <br />N85'50'51"E 86.92'(T) <br />47.75' <br />V /36376' <br />Qo �/` sp, F 1,39 o L33(T) <br />� A' 30.39' ��� <br />�`� �✓ 1 x 30.39' °L <br />9 <br />144.91' o / n <br />5633 N79y736„ �T) 5.15' o NORTH 450.00'(T) <br />f 14491, / \ - C397.92' o <br />550g (T ` o/ C ) —(o)-C4�(M_ 1 M 225.00' <br />\ -C:) NORTH 232.92'(M -M) <br />N81 <br />33 4g, o� -32'20'W(R) <br />cI <br />10' P.U.E. C36 C35(T) NORTH 6.37 619YT <br />v <br />M <br />o <br />N7412'28"W(R)_ <br />C37 <br />_ _ <br />N82'54'05"W(R) <br />0 <br />_ C38 <br />8.75' <br />22 <br />,Lq q <br />N <br />6,129 S.F. <br />23 <br />Lq <br />0 <br />�mw <br />-00 <br />o <br />5,916 S.F. <br />24 <br />5,508 S.F. <br />C-+ <br />25 <br />o <br />0 <br />N <br />N 5,239 S.F. <br />N <br />637 <br />L39 <br />NORTH 52.00' <br />PARCEL A <br />12.88 AC t <br />PARCEL 3 <br />1.56 AC s <br />572.00' <br />NORTH 624.00'(T) <br />SEE SHEET 8 <br />co <br />H <br />w <br />w <br />S <br />G) <br />w <br />w <br />:n <br />TRACT <br />38',32 <br />RIVER ISLANDS - Pr' IASr 1 D <br />VILLAGES J & re <br />A PORTION OF RANCHO EL PESCADERO, BEING <br />A SUBDIVISION OF PARCELS 9 & 10 OF TRACT 3876 (42 M&P 56) <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />JUNE 2016 <br />MEsru■ <br />EN 01N-E-E-RIN0 <br />0� 220' 40' 80' <br />SCALE: 1" = 40' <br />LEGEND <br />o MONUMENT TO BE SET PER (R9) <br />MONUMENT TO BE SET PER (1310) <br />Q SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788- <br />o SET 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" <br />o MONUMENT TO BE SET PER (133) <br />FOUND MONUMENT IN WELL STAMPED "PLS 7788" PER (135) <br />SET 3.00' P1ITNESS CORNER (W.C.), UNLESS OTHER'J'IISE 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 <br />(R9) & (1310), RESPECTIVELY <br />200.00' (R2) MEASURED AND RECORD DATA PER REFERENCE (2) <br />(M -M) MONUMENT TO MONUMENT <br />(M -B) MONUMENT TO BOUNDARY <br />(M -LL) MONUMENT TO LOT LINE <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 />MONUMENT LINE <br />CENTERLINE <br />RESTRICTED ACCESS <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 WTH 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 EXISTING EASEMENTS, BASIS OF BEARINGS, ABBREVIATIONS, AND <br />REFERENCES. <br />5. SEE SHEET 10 FOR LINE AND CURVE TABLES. <br />SrIEET or <br />