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\ <br />J�q <br />\ <br />NORji 1 �0 � <br />N <br />� O <br />c <br />\ o <br />\ c <br />m �^ <br />O <br />J <br />Y\ \ <br />\ <br />1 <br />\ 1 <br />\ 1 \ <br />1 <br />1 <br />s <br />N83'56'20"W(R) \N <br />R=308.00'=2g 3352" <br />RIVER BEND DRIVE <br />f'l�lvilAllv1D�r; (R-10) <br />LEGEND <br />Qo SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" <br />MONUMENT TO BE SET PER (R5) <br />o SET 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" <br />FOUND MONUMENT IN WELL, STAMPED "PLS 7788" PER (R5) <br />FOUND MONUMENT IN WELL, STAMPED "PLS 7788" PER (R8) <br />FOUND 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" PER (R11), <br />UNLESS OTHERWISE NOTED <br />FOUND MONUMENT IN WELL, STAMPED "PLS 7788" PER (R9) <br />S MONUMENT TO BE SET PER (R11) <br />SET 3.00' WITNESS CORNER, 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 />LOT LINE <br />RIGHT-OF-WAY LINE <br />TRACT 3862 BOUNDARY <br />EASEMENT LINE <br />MONUMENT LINE <br />RESTRICTED ACCESS <br />200.00' (R1) MEASURED AND RECORD DATA PER REFERENCE (R1) <br />(R1) DENOTES REFERENCE (R1)- SEE REFERENCE LIST ON SHEET 3 <br />(M -M) MONUMENT TO MONUMENT <br />(T) TOTAL <br />(B) BOUNDARY <br />q ; � - " + 3 67 --- <br />TRAC-T 3862 <br />RIVER ISLANDS - PHASE 18 <br />VILLAGE G2 <br />A PORTION OF RANCHO EL PESCADERO, ALSO BEING A PORTION OF <br />TOWNSHIPS 1 AND 2 SOUTH, RANGE 6 EAST, M.D.M., <br />A SUBDIVISION OF PARCELS 2, 3 AND 5 OF TRACT 3840 (42 M&P 57) <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />OCTOBER 2016 <br />4 <br />�his -. <br />0 30' 60' 120' <br />SCALE: i" = 60' <br />F.E. FENCE EASEMENT <br />\ L.E. LANDSCAPE EASEMENT <br />P.U.E. PUBLIC UTILITY EASEMENT <br />\ N RIPFA DENOTES RIVER ISLANDS PUBLIC FINANCING AUTHORITY ; 1 <br />\ O+ S.E. SLOPE EASEMENT <br />S.F. SQUARE FEET - \ <br />n O (Fri -11) <br />NOTES <br />\ 1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE SIDEWALK <br />1.00' INTO THE RIGHT-OF-WAY, 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 2 FOR ADDITIONAL NOTES. <br />4. SEE SHEET 3 FOR EXISTING EASEMENTS, BASIS OF BEARINGS, ABBREVIATIONS, <br />1 AND REFERENCES. <br />5. SEE SHEET 9 FOR LINE AND CURVE TABLES. <br />V; Y �\ 1 l a <br />1 <br />G -- '�\ <br />(R) RADIAL BEARING <br />\ <br />D.E. DRAINAGE EASEMENT <br />\ 30 <br />D.N. DOCUMENT NUMBER <br />n,. <br />4 <br />�his -. <br />0 30' 60' 120' <br />SCALE: i" = 60' <br />F.E. FENCE EASEMENT <br />\ L.E. LANDSCAPE EASEMENT <br />P.U.E. PUBLIC UTILITY EASEMENT <br />\ N RIPFA DENOTES RIVER ISLANDS PUBLIC FINANCING AUTHORITY ; 1 <br />\ O+ S.E. SLOPE EASEMENT <br />S.F. SQUARE FEET - \ <br />n O (Fri -11) <br />NOTES <br />\ 1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE SIDEWALK <br />1.00' INTO THE RIGHT-OF-WAY, 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 2 FOR ADDITIONAL NOTES. <br />4. SEE SHEET 3 FOR EXISTING EASEMENTS, BASIS OF BEARINGS, ABBREVIATIONS, <br />1 AND REFERENCES. <br />5. SEE SHEET 9 FOR LINE AND CURVE TABLES. <br />V; Y �\ 1 l a <br />1 <br />G -- '�\ <br />\ <br />;co <br />, c <br />G � N\ <br />Clr'i A -r 3840 Irl ii� <br />n,. <br />N <br />�w <br />,j J <br />\ J <br />a <br />\o <br />a Jj19h !.3 4?0� <br />ORSH 114.5g' � <br />MCMI <br />\ iLr \ Gill) PARCEL 4 (rill) M Mi <br />arm N18'28'21"E 200.25'�4`-1-1„.. <br />F�'sa; �"��2• PARCEL 1 <br />�(R7j\e 800' 5.08 ACf <br />�``4 -94 4419 27 53„ <br />�v <br />" =s <br />186.02' R=778.00' <br />6=715'17„ <br />PA /'i N22'1p'5j nN <br />r,Grl l fril�) E 186.02'(M-M)(R1 j w sl <br />^? C40(M-M)(R11) � — <br />J��J J J�l`jn <br />J <br />L=138.06 <br />1 <br />03 i � 169.58 1 <br />2 - <br />i 03 NOR1H 65 od o <br />0 1 ©\ m 1 <br />4639 o. �\ N <br />0 <br />a <br />✓ <br />W <br />1 <br />\20 <br />1 <br />2 <br />\ <br />43 <br />Clr'i A -r 3840 Irl ii� <br />WJE <br />'''' r <br />J ') 0 47 <br />,j J <br />46 <br />1p9 <br />a Jj19h !.3 4?0� <br />MCMI <br />N18'28'21 "E 200.25' <br />R=220.00' D=2$15 00 <br />�63 <br />g 4639 <br />AMADOR DRIVE_ <br />L=1oa 41' <br />4639 <br />_ <br />�` <br />I N18'28'21"E 200.25'(M -M)_ <br />.... <br />_281500 <br />— R=250.00' N- <br />- .'a -- <br />L=12326 <br />arm N18'28'21"E 200.25'�4`-1-1„.. <br />F�'sa; �"��2• PARCEL 1 <br />�(R7j\e 800' 5.08 ACf <br />�``4 -94 4419 27 53„ <br />�v <br />" =s <br />186.02' R=778.00' <br />6=715'17„ <br />PA /'i N22'1p'5j nN <br />r,Grl l fril�) E 186.02'(M-M)(R1 j w sl <br />^? C40(M-M)(R11) � — <br />J��J J J�l`jn <br />J <br />L=138.06 <br />1 <br />03 i � 169.58 1 <br />2 - <br />i 03 NOR1H 65 od o <br />0 1 ©\ m 1 <br />4639 o. �\ N <br />0 <br />a <br />✓ <br />W <br />1 <br />\20 <br />1 <br />2 <br />\ <br />PARCEL B <br />21,628 S.F. <br />N82'16'28"W R o D.E. & S.E. <br />N14 55'34 E 152 87 C37 / <br />N1T09'19"E 1$428 C14 Z <br />RIVER BEND DRIVE c�5- <br />A - , " L=242.35 i <br />— —.} C39_ R-578.00' ti- 24'01'24 <br />111, <br />N14'55'34"E 152 61) (R11)' N17'09'19"E 184.28' M -M R11 — — 24'01'24 1_--251.5 M' <br />( )( ) R=600.00 �_ <br />T' S <br />4M -?3 G <br />