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S�3'?o•• <br />/3�J <br />PARCEL E <br />/�3 <br />3'X3' <br />W.C. <br />39 <br />6,565 S.F. <br />PARCEL A <br />N85'15'45"W <br />� 04�� � 69.10' <br />SEE SHEET 7 N66po°2 <br />0 <br />3'X3' <br />a� W.C. <br />44 <br />11,614 S.F. <br />i <br />D/246'14'06" 4,7a, <br />N i <br />0 I <br />/'Qs - <br />00 <br />'moo• ,�� co . <br />40 <br />8,377 S.F. o <br />a <br />.ry0 <br />43 <br />y 8,394 S.F. \ N" 5p. p / <br />SS�72 /o 0' S qo0• <br />Oy A o <br />.191 <br />00• <br />42 / <br />6,500 S.F. / �cb 1 / <br />\ \ o /?ow <br />n✓S Jj 650 \ �� 'oo <br />201 p• \ '( <br />O� tioo / PARCEL 3 <br />2.66 AC <br />. J \ 292• Q- � �"'�� ���' / O� �"'°` // <br />41 <br />\c>6 LSSA r� 7,188 S.F. <br />\ <br />X \8) /LS6SS\ /°. <br />\66 <br />O3 STAGE 2A. \ \ \ <br />LEVEE EASEMENT \ <br />NS � 41 <br />'0y \ <br />219 \\ <br />NSs3 /292 '10.�...- <br />'20 <br />s6�s0• <br />On <br />SEE THIS SHEET <br />I <br />•F. <br />1200 / <br />/ L <br />'600• / <br />\ / <br />/ 0cb <br />/ <br />h- <br />N28'13'O6"E(R) <br />6500. <br />J <br />0 <br />(o <br />65.00' <br />"W <br />PARCEL A <br />SEE SHEET 7 <br />65.00' <br />-3� <br />X69 / o h v <br />�co co <br />4; <br />a <br />v <br />4,E38NS�NR,5;70.00'4=3' I—"�------��- <br />--- — <br />----- <br />M M)304 "58 <br />00 FL-329.12' T�N(JC <br />N23'2T25E(R) 55�L=408„ <br />757 L_, r <br />PARCEL 3 <br />0 \ <br />NTg. 60000. <br />3 0 \ <br />32oF(4)� es � 4"330 ° Q330 <br />DETAIL D Aos� �,3g6g T2s <br />NOT TO SCALE <br />PARCEL C <br />TRACT 3908 (R22) <br />N85 -08'08"E 1 <br />�O N8508'08E 261.83'(T) m <br />o II N85'08'087E 290.16'(M -M) 2 <br />261.83'- 1-n <br />(�o — 2 6060 75 rri <br />0 L9C79 <br />2 <br />2 ---- ca <br />L90(T) - - _ 7�A- — <br />STAGE 2A3 <br />LEVEE EASEMENT <br />206. <br />RIVER ISLANDS - STAGE 2A <br />VILLAGE V <br />A PORTION OF RANCHO EL PESCADERO, BEING <br />A SUBDIVIDION OF PARCEL 7 OF TRACT 3908 (43 M&P 52), <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />NOVEMBER 2018 <br />W-17W'3w a�* <br />0 20' 40' 80' <br />SCALE: 1" = 40' <br />LEGEND <br />QO SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" <br />MONUMENT TO BE SET PER (R22) <br />MONUMENT TO BE SET PER (R23) <br />0 SET 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" <br />SET 2-1/2" IRON PIPE WITH PLASTIC PLUG "PLS 7788" <br />3 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (R22), AND <br />(R23) 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'(Rt) MEASURED AND RECORD DATA PER REFERENCE (Rt) <br />(RI) 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 />S.D.E STORM DRAIN EASEMENT <br />LOT LINE <br />RIGHT-OF-WAY LINE <br />BOUNDARY <br />- - - - - - - - EASEMENT LINE <br />MONUMENT LINE <br />CENTERLINE <br />RESTRICTED ACCESS <br />O3 EASEMENT REFERENCE NUMBER - SEE SHEET 3 <br />NOTES <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 15 FOR LINE AND CURVE TABLES. <br />SHEET 1 20F 1 <br />