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N0'I-ES <br />1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE <br />SIDEWALK 1.00' INTO THE RIGHT-OF-WAY, ALONG PROLONGATION OF <br />SIDE LOT LINES, OR AS NOTED. <br />2. 5/8" REBAR WITH CAP "PLS 7788" TO BE SET AT ALL REAR LOT <br />CORNERS, 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 10 FOR LINE AND CURVE TABLES. <br />I <br />Z <br />/ N16'03'1F <br />1 '30,00-11 I l <br />ro / <br />z <br />o / <br />0 l� <br />' 1p P(JE <br />O <br />IjCT 3089 (831) <br />%1 <br />�r 2 <br />43 <br />�8 2829.00' MAR/N <br />/o \244» q DRIVE <br />T) /,o' 4,3.0j3- L,25Z36. <br />I { R--2859L'14Al <br />-U)iR3) <br />I LC 810' 43.0j37 <br />L-151. I o <br />a N14-32'27"E(R) 1 l o <br />O <br />31 <br />7,462 S.F <br />32 <br />6,829 S.F. <br />/ 33 <br />l 3p pp' / 7,130 S.F. <br />/ C47 <br />/ 1 <br />/b N7 <br />J 2 <br />742'12" S7 p„w <br />72 <br />W8 <br />N83'53'30"E(R) <br />I <br />cd <br />m ENSLEN AVENUE II 1 <br />N85'08'08"E 290.16'(M-M� <br />m_ - 83.40' <br />ri�o <br />/ 34 <br />1 /K <br />/ 12,462 S.F. <br />0 <br />00 <br />Ez <br />9 <br />C53 <br />R=73' <br />PAACr C <br />TRACT 3003 (r; 2) <br />N13'01'41"E(R) I' l <br />N p IJP co <br />IIS rl `n <br />a 38 I N7g,3 <br />1 30.0 , 5 V <br />° 60. <br />7,456 S.F. 1 .00' <br />30.0 <br />1� <br />to <br />N780352', <br />, N I <br />10351' 1 1 <br />uo^ 10 <br />P.U.E.-yl <br />37 1 <br />6,824 S.F. / o <br />I� I <br />N <br />I <br />7g0 �r <br />= 3 52„N✓ 106.46' � <br />o <br />"rp M I N O U Q <br />z 36 <br />6,940 S.F. 1 M .+on N <br />- N78 03' 1 2 <br />52»I'✓ 106.09' 1 �� <br />I / <br />I 30' <br />i� <br />35 /. <br />z 11,939 S.F. <br />1 0_ 30.00' <br />L 14 <br />3740„W 059(T) 124.43 <br />_ 1 <br />R 50 000 A=?- <br />DETAIL <br />=?DETAIL A \ C54 <br />SEE THIS SHEET <br />N35 <br />R A <br />RIVER ISLINDS - STAGE 2A <br />VILLAGE V <br />A PORTION OF RANCHO EL PESCADERO, BEING <br />A SUBDIVISION OF PARCELS 1 THROUGH 5 OF TRACT 3991 (43 M&P 66), <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />AUGUST 2019 <br />;=N G1N-E-ET�1NG <br />N <br />0' 20' 40' 80, <br />SCALE: 1” = 40' <br />41 46 LEGEND <br />8=2829.00' 4_6'48'30" <br />C43 L t3J6•76'M-CL INT- <br />11No,' <br />PARCrL 6 <br />TRACT 3008 0 2) <br />35 <br />N50'28'1 <br />O STAGE 2A LEVEE EASEMENT <br />(SUBJECT TO A COMMON <br />USE AGREEMENT PER DN <br />2019- ) <br />@° SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" <br />MONUMENT PER (R5) <br />MONUMENT PER (R3) <br />0 SET 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" <br />2-1/2" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (135) <br />0 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (R3), AND <br />(R5) RESPECTIVELY, UNLESS OTHERWISE NOTED <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 WITH PLASTIC PLUG "PLS 7788" <br />200.00'(R1) MEASURED AND RECORD DATA PER REFERENCE (R1) <br />(131) DENOTES REFERENCE (R1)- SEE REFERENCE LIST ON SHEET 2 <br />(M -B) MONUMENT TO BOUNDARY <br />(M -CL INT) MONUMENT TO CENTERLINE INTERSECTION <br />(M -M) MONUMENT TO MONUMENT <br />(T) TOTAL <br />(B) BOUNDARY <br />P.U.E. PUBLIC UTILITY EASEMENT <br />RIPFA RIVER ISLANDS PUBLIC FINANCING AUTHORITY <br />LOT LINE <br />RIGHT-OF-WAY LINE <br />BOUNDARY <br />EASEMENT LINE <br />MONUMENT LINE <br />CENTERLINE <br />RESTRICTED ACCESS <br />01 EASEMENT REFERENCE NUMBER - SEE SHEET 3 <br />® DENOTES WITNESS CORNER ON 3 FOOT OFFSET PER (R5) <br />O DENOTES 1.17" BRASS DISK STAMPED "PLS 7788" ON <br />1 FOOT OFFSET PER (R5) <br />ULRICH COURT <br />c6p\ TRACT 3908 (.R2) <br />C54 C58 <br />N18" 48'53"W R R=50' C2 <br />N18'43'43"E(R) R=500' C59 <br />C3 <br />DETAIL Aar�Cr� <br />NOT TO SCALE MACT 3908 (192) SHEET <br />9 OF I <br />