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SEE SHEET 6 <br />C72(B-M) I <br />N63'33'32"W R 6 10 �1�, @.,,-(R)26 o N73'13'50"W 209.66'(M -M) <br />(R)5/ 1 C65(M-M) <br />.,�. 1 _ AMBASSADOR ROAD <br />C32(R1) �1 N M (R)36 69 I N7313'50"W 154.66'(T) <br />N7313'50"W 105.00' I o <br />``' I M <br />o 77 l <br />5463 S.F. <br />Lo <br />iU-) <br />irm 80.00'(R1) o <br />N73'13'50"W <br />24.62' 1 <br />J <br />�1 <br />74.66" <br />Q <br />0' 25' 50' 100' <br />�'o <br />N7313'50"W 105.00' <br />Lo I� <br />66 <br />c0 <br />37 <br />4725 S.F. <br />w <br />65 <br />W <br />LoI <br />5468 S.F. <br />t` o <br />ui <br />5462 S.F. a <br />I o0 <br />MI <br />of <br />ca <br />a <br />4-'6140 <br />7 58S.F. <br />47258 <br />SEE SHEET 2 FOR REFERENCES. <br />- - <br />30' <br />' <br />N7313'50"W 105.00". <br />SEE SHEET 3 FOR BASIS OF BEARINGS AND LEGEND. <br />l'o <br />S.F. <br />lb <br />o <br />w <br />CD <br />I <br />67 <br />; 30 <br />39 <br />64 <br />Cl� <br />I <br />�I <br />I <br />4725 S.F. <br />ICD <br />po <br />Co <br />4725 S.F. <br />tori <br />1 v <br />N73'13'50"W 105.00' <br />Qo <br />N73'13'50"W 105.00' <br />N73'13'50"W 105.00' <br />1 <br />0) <br />of <br />N7313'50"W 105.00' 1 <br />O <br />063 <br />i <br />I <br />4725 <br />0u <br />I o <br />I o <br />( <br />4725 S.F. <br />-i1 <br />ALONG LOT LINE. 5/8" x 24" REBAR W/ PLASTIC PLUG "PLS 7788" <br />4725 S.F. <br />Lo <br />110' P.U.E. <br />N7313'50"W 105.00' <br />86 <br />1 Lo <br />1 <br />41 <br />N7313'50"W 105.00' <br />I <br />0 <br />A <br />N7313'50"W 105.00' <br />475 S.F. <br />tol <br />�I <br />o <br />Lo <br />( o <br />O <br />69 <br />Oo <br />1F10 P.U.E. 3' W.E. --I <br />25 <br />6I <br />42 <br />L6 <br />4725 S.F. <br />Lo <br />N7313'50"W 105.00' <br />7 S.F. <br />47252 <br />Lo <br />CD <br />85 <br />CD <br />A <br />N7313'50"W 105.00' <br />1 <br />U <br />o <br />Lo <br />475 S.F. <br />Io <br />C=) <br />u -i <br />70 <br />Lo <br />61 <br />Lo <br />4725 S.F. <br />0144 <br />01 <br />4725 S.F. <br />4725 S.F. <br />o <br />Co <br />u-iI <br />N7313'50"W 105.00' I_ <br />84 <br />l <br />1 <br />0 <br />� <br />N73'13'50"W 105.00' <br />--� <br />N7313'50"W 105.00' <br />tori <br />� <br />475 S.F. <br />o <br />o f <br />o <br />"' <br />I o <br />�i <br />71 <br />I <br />w <br />0 <br />r <br />Lo <br />cr <br />C> <br />4725 S.F. <br />N7313'50"W 105.00' <br />N7313'50"W 105.50' <br />Io <br />N7313'50"W 105.00' <br />N7313'50"W 105.00' <br />U) <br />M <br />4746 S.F. <br />C24 <br />o <br />83 <br />l <br />01 <br />(R)2 <br />9S.F. <br />I o <br />ui <br />475 S.F. <br />Lo <br />1 <br />0 <br />4725 <br />1 <br />N73'13'50"W 105.00' <br />N73'13'50"W 105.00' <br />.. <br />73 <br />O <br />O58 <br />N73"13'50"W 105.00' <br />I <br />M <br />Lo <br />N <br />4725 S.F. <br />Lo <br />N <br />M <br />to <br />o <br />o <br />I o <br />co co <br />� <br />O <br />to <br />o <br />N7313'50"W 105.00' <br />W <br />u -i <br />82 <br />Ito <br />W <br />O <br />W <br />O <br />d' <br />4725 S.F. <br />t <br />o <br />w <br />N <br />U"co <br />O <br />4725 S.F. <br />Co <br />1 <br />N7313'50"W 105.00' <br />co <br />O <br />1 <br />N7313'50"W 105.00' <br />z <br />I -CD <br />1 <br />Z <br />Co <br />z <br />Lo <br />t� <br />81 <br />l U -5Z <br />4725 S.F. <br />N73'13'S0"W 105.00' <br />N73'13'50"W 105.00' <br />4725 S.F. <br />C) <br />`�' <br />10 <br />M1 <br />76 <br />CD <br />55 a <br />in <br />5463 S.F. <br />Lo <br />5744 S.F. <br />L <br />Lo <br />N7313'50"W 105.00' 1 <br />\ <br />80.00' <br />CD <br />l <br />W <br />O <br />80 <br />4830 S.F. <br />O <br />1 <br />oC <br />J <br />N7313'50"W 105.00' <br />w <br />0 <br />79 <br />I o <br />4830 S.F. <br />(� <br />I <br />m <br />10' P.U.E.-J <br />N7313'50"W 105.00' <br />78 <br />1 <br />coo <br />d <br />4932 S.F. <br />coo <br />l <br />I <br />N7313'50"W 105.00' I o <br />``' I M <br />o 77 l <br />5463 S.F. <br />Lo <br />iU-) <br />irm 80.00'(R1) o <br />N73'13'50"W <br />24.62' 1 <br />J <br />�1 <br />74.66" <br />Q <br />0' 25' 50' 100' <br />80.00'LLLILWUI <br />N7313'50"W 105.00' <br />l <br />66 <br />c0 <br />37 <br />4725 S.F. <br />w <br />65 <br />l_ <br />LoI <br />5468 S.F. <br />t` o <br />ui <br />5462 S.F. a <br />I o0 <br />MI <br />rn <br />o' <br />o I <br />7 58S.F. <br />47258 <br />SEE SHEET 2 FOR REFERENCES. <br />1M <br />I <br />N7313'50"W 105.00". <br />SEE SHEET 3 FOR BASIS OF BEARINGS AND LEGEND. <br />l'o <br />N7313'50"W 105.00' <br />I_ <br />w <br />CD <br />I <br />67 <br />CD <br />Lo <br />39 <br />64 <br />Cl� <br />I <br />�I <br />I <br />4725 S.F. <br />Co <br />4725 S.F. <br />tori <br />1 v <br />N73'13'50"W 105.00' <br />Qo <br />N73'13'50"W 105.00' <br />N73'13'50"W 105.00' <br />1 <br />0) <br />of <br />68 <br />O <br />063 <br />i <br />I <br />4725 <br />0u <br />I o <br />I o <br />�I <br />4725 S.F. <br />-i1 <br />ALONG LOT LINE. 5/8" x 24" REBAR W/ PLASTIC PLUG "PLS 7788" <br />4725 S.F. <br />Lo <br />110' P.U.E. <br />N7313'50"W 105.00' <br />1 <br />1 <br />41 <br />N7313'50"W 105.00' <br />I <br />0 <br />A <br />N7313'50"W 105.00' <br />c' <br />tol <br />�I <br />o <br />Lo <br />( o <br />O <br />69 <br />Oo <br />1F10 P.U.E. 3' W.E. --I <br />25 <br />6I <br />42 <br />L6 <br />4725 S.F. <br />Lo <br />4725 S.F. <br />7 S.F. <br />47252 <br />Lo <br />1 <br />N731350"W 105.00' <br />Lu <br />A <br />N7313'50"W 105.00' <br />1 <br />U <br />o <br />43 <br />4725 S.F. <br />Io <br />C=) <br />u -i <br />70 <br />Lo <br />61 <br />Lo <br />4725 S.F. <br />0144 <br />01 <br />4725 S.F. <br />4725 S.F. <br />o <br />Co <br />u-iI <br />N7313'50"W 105.00' <br />l <br />1 <br />0 <br />� <br />N73'13'50"W 105.00' <br />i <br />N7313'50"W 105.00' <br />l <br />o <br />o f <br />o <br />"' <br />I o <br />�i <br />71 <br />I <br />w <br />0 <br />60 <br />Lo <br />cr <br />C> <br />4725 S.F. <br />4725 S.F. <br />N7313'50"W 105.50' <br />z <br />N7313'50"W 105.00' <br />N7313'50"W 105.00' <br />U) <br />M <br />4746 S.F. <br />C24 <br />I_ <br />01 <br />(R)2 <br />9S.F. <br />I o <br />Lol72 <br />4725 S.F. <br />0 <br />4725 <br />1 <br />N73'13'50"W 105.00' <br />N73'13'50"W 105.00' <br />Ol <br />o I <br />73 <br />O <br />O58 <br />I o <br />I O <br />4725 S.F. <br />Lo <br />4725 S.F. <br />Lo <br />N <br />(R)3 49 <br />`�' <br />3 <br />o <br />10' P.U.E.yI <br />4916 S.F. <br />N7313'50"W 105.00' <br />0 <br />N7313'50"W 105.00' <br />of <br />o <br />I o <br />Lo <br />57 <br />I <br />u -i74 <br />4725 S.F. <br />4725 S.F. <br />ton <br />1 d <br />1 <br />N7313'50"W 105.00' <br />N7313'50"W 105.00' <br />1 <br />I -CD <br />�I <br />75 <br />u <br />56 <br />Lo <br />4725 S.F. <br />d <br />4725 S.F. <br />N73'13'S0"W 105.00' <br />N73'13'50"W 105.00' <br />C) <br />`�' <br />10 <br />M1 <br />76 <br />CD <br />55 a <br />in <br />5463 S.F. <br />Lo <br />5744 S.F. <br />Lo <br />\ <br />80.00' <br />Oloo'nmlm <br />N7313'50"W 173.00'(T) <br />270.00'(M -M) CANYON VISTA STREET <br />N7313'50"W 294.62'(T) <br />(R)38 <br />N7313'50"W 193.66'(T) V C30 <br />45.00' - - 44.00' - 46.00'- 45.00' <br />13.66' <br />54 53 52 ti 51 50 <br />4950 S.F. 4840 S.F. 5060 S.F. 0 4950 S.F. 4893 ST <br />0 <br />CV <br />C -4 <br />W O <br />o <br />"cco <br />ca <br />010 <br />w w w <br />O O 0 w <br />o O O O <br />co C; v -o o co o <br />c0 ca co co <br />z z z z <br />45.00' 1 44.00' 1 46.00' 1 45.00' 1 45.00' <br />-I') nn' N7313'50"W 225.00' <br />N7313'50"W 381.25'(R1) <br />F= <br />N <br />N <br />w <br />0 <br />co <br />z <br />a <br />pno <br />a <br />cc <br />m <br />cc <br />z <br />W <br />J <br />0 <br />30' <br />(R)41 <br />0 <br />CV t <br />76 <br />(0) ;ti <br />R=65.5 C2a J N7313'50"W 105.50' <br />(R)4 3X3. <br />' ' W.C. 3X3' W.C. <br />z <br />tri <br />0 <br />W <br />PARCEL C <br />36086 S.F. <br />co <br />z <br />to <br />r - <br />co <br />W <br />0 <br />rn <br />Lo <br />w <br />0 <br />co <br />m <br />v <br />LA <br />M <br />1 <br />.ob �1 <br />o'b <br />\�L�` 82.00' <br />N7313'50"W <br />. L �m <br />44 or <br />O <br />TRACT 4155 <br />RIVER ISLANDS - PHASE 2 <br />WEST VILLAGE UNIT 1 <br />A PORTION OF RANCHO EL PESCADERO, BEING A <br />SUBDIVISION OF PARCELS 21 AND 22 OF TRACT 4149 (44 M&P 52), <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />APRIL 2023 <br />0 <br />-F=NGIN-E-E -RING <br />N <br />35 <br />Q <br />0' 25' 50' 100' <br />N7313'50"W 105.00' <br />l <br />of <br />37 <br />4725 S.F. <br />o <br />uiI <br />ui <br />N7313'50"W 105.00' <br />NOTES <br />rn <br />o' <br />o I <br />7 58S.F. <br />47258 <br />SEE SHEET 2 FOR REFERENCES. <br />o <br />�I <br />2. <br />SEE SHEET 3 FOR BASIS OF BEARINGS AND LEGEND. <br />l'o <br />N7313'50"W 105.00' <br />SEE SHEET 10 FOR LINE AND CURVE TABLES. <br />l <br />39 <br />z <br />Col <br />4725 S.F. <br />Co <br />d'I <br />MONUMENTATION NOTES <br />�- <br />Qo <br />N73'13'50"W 105.00' <br />1 <br />o <br />40 <br />i <br />I <br />4725 <br />0u <br />S.F. <br />o <br />-i1 <br />ALONG LOT LINE. 5/8" x 24" REBAR W/ PLASTIC PLUG "PLS 7788" <br />N7313'50"W 105.00' <br />1 <br />oI <br />41 <br />I <br />0 <br />A <br />475 S.F. <br />tol <br />�I <br />Lo <br />T <br />N7313'50"W 105.00' <br />`= <br />1F10 P.U.E. 3' W.E. --I <br />of <br />42 <br />z <br />0 <br />�1 <br />4725 S.F. <br />Lo <br />�l <br />Lu <br />A <br />SET 1.00' WITNESS CORNER (W.C.), IN SIDEWALK ALONG RADIAL OR <br />N7313'50"W 105.00' <br />U <br />of <br />43 <br />4725 S.F. <br />o <br />�I <br />l <br />N7313'50"W 105.00' <br />1 <br />0144 <br />01 <br />4725 S.F. <br />o <br />Co <br />u-iI <br />N7313'50"W 105.00' <br />l <br />1 <br />45 <br />i <br />ou-if <br />4725 S.F. <br />o <br />N7313 50"W 105.00' <br />0o <br />46 <br />I <br />i <br />4736 S.F. <br />cr <br />C> <br />to <br />N7313'50"W 105.50' <br />of <br />�I <br />47 <br />o <br />O <br />U) <br />M <br />4746 S.F. <br />C24 <br />N7313'50"W 105.00' <br />(R)2 <br />' <br />C25 48 <br />0 <br />4574 S.F. <br />O <br />Lo <br />b <br />N7313'50"W 101.45' <br />N <br />(R)3 49 <br />`�' <br />3 <br />o <br />4916 S.F. <br />0 <br />R=65.5 C2a J N7313'50"W 105.50' <br />(R)4 3X3. <br />' ' W.C. 3X3' W.C. <br />z <br />tri <br />0 <br />W <br />PARCEL C <br />36086 S.F. <br />co <br />z <br />to <br />r - <br />co <br />W <br />0 <br />rn <br />Lo <br />w <br />0 <br />co <br />m <br />v <br />LA <br />M <br />1 <br />.ob �1 <br />o'b <br />\�L�` 82.00' <br />N7313'50"W <br />. L �m <br />44 or <br />O <br />TRACT 4155 <br />RIVER ISLANDS - PHASE 2 <br />WEST VILLAGE UNIT 1 <br />A PORTION OF RANCHO EL PESCADERO, BEING A <br />SUBDIVISION OF PARCELS 21 AND 22 OF TRACT 4149 (44 M&P 52), <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />APRIL 2023 <br />0 <br />-F=NGIN-E-E -RING <br />N <br />SHEET 5 OF 10 <br />Q <br />0' 25' 50' 100' <br />SCALE: 1" = 50' <br />(m <br />I <br />NOTES <br />rn <br />o' <br />1. <br />SEE SHEET 2 FOR REFERENCES. <br />0 <br />2. <br />SEE SHEET 3 FOR BASIS OF BEARINGS AND LEGEND. <br />l'o <br />3. <br />SEE SHEET 10 FOR LINE AND CURVE TABLES. <br />z <br />MONUMENTATION NOTES <br />Qo <br />SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" <br />o <br />SET 3/4" IRON PIPE WITH CAP STAMPED "PLS 7788" <br />O <br />SET 3.00' WITNESS CORNER (W.C.), UNLESS OTHERWISE NOTED, MEASURED <br />ALONG LOT LINE. 5/8" x 24" REBAR W/ PLASTIC PLUG "PLS 7788" <br />FOUND MONUMENT PER (R1) <br />1 <br />• <br />FOUND 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (R1) <br />W <br />A <br />FOUND 2-1/2" BRASS DISK STAMPED "PLS 7788" PER (R1) <br />j <br />T <br />SET 5/8" x 24" REBAR W/ PLASTIC PLUG "PLS 7788" FOR ALL REAR LOT <br />`= <br />CORNERS (UNLESS OTHERWISE NOTED). SET 1.17" BRASS DISK STAMPED <br />z <br />"PLS 7788" IN SIDEWALK 1.00' ON PROPERTY LINE PROJECTION FOR ALL <br />IFRONT <br />LOT CORNERS. <br />Lu <br />}� <br />SET 1.00' WITNESS CORNER (W.C.), IN SIDEWALK ALONG RADIAL OR <br />U <br />PERPENDICULAR TO CENTERLINE, 1.17" BRASS DISK STAMPED "PLS 7788" <br />SHEET 5 OF 10 <br />