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44ow 153 7L> <br />13 <br />PARCEL M PARCEL L <br />fu5.46'04"W Z TRACT 4 215 (R3) TRACT 4 215 (R 3 ) <br />PARCEL C <br />TRACT 4215 (R3) <br />3'x3' W.C. <br />.PARCEL J <br />TRACT 4215 (R3) <br />0 ,.,...,■ Q L9 . I& L10 o L11 o -� L12 �o 3 o L14 b i.1;i Fi <br />g9,`11 L8 ao 0 0 0 0 o b L16 t17 3'x3' W.C. <br />,4� Ls L7 $ s PARCEL K -� s o L1 <br />3 .- rr .- �- 8 <br />1 N61�6 6' v o o 11 12 W ,,� 13 M 14 <br />TRACT 4215 4382 W 15 W 16 17 o g $ tic <br />3' g81 o 4382 0 4382 x 18 <br />TRACT 4263 <br />RIVER ISLANDS - PHASE 2 <br />VILLAGE 21 UNIT 2 <br />A PORTION OF RANCHO EL PESCADERO, BEING A SUBDIVISION OF THE <br />TWO DESIGNATED REMAINDER PARCELS OF TRACT 4219 (44 M&P 104), <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />/� r 10 4 W 4382 a (R3) - r, o ►� 4382 w 19 JANUARY 2025 <br />u F. 9 a 382 sa °' S.F. S.F. °` „' rn 4382 W <br />7 8 0 4382 `�= S.F. S.F. 'o o b S.F. S.F. S.F. 4382 ;'''' 4382 W 20 0 <br />o / �►► ,,, 4382 P er co '�' ;Y, S.F. ,`�ri' " 21 PARCEL I EAEOM <br />S.F. 'a� iv a, z ,� N <br />6 4975 .A � so S.F. - n M z -� - - ZA=3'S9'09" L=102.96' C18 z _ z `�' 00 <br />S.F. 4382 ^ 4382 <br />p o°r ,' ,(ti°` �. S.F. a �, z - C16 C17 " C19 _ C20 - z - _ Z �, S. F. �, W TRACT 4 215 (R 3 ) <br />,r 6881 S.F. �f' :`' M - z ' C15 0 00 A-3155 24 L=824 61'lT) } C. N G 1 N E t� 1 N G <br />�' �� /� ��`, •� i i -" C13 a 14 t R=148 V. - �.... C22 z C23 _ a _ � • ' <br />(R)5 C11 C12 0 _ R_1450.00 a=3610 43 L=915.58' <br />" C24 a N66'14'15"W <br />C25'' z <br />/ L5 5 <br />S' <br />G� <br />C (R)13— <br />n <br />Nap 8435 S.F. <br />bd"M'lc,`O� <br />(R)4 <br />L C10(T) - --'— <br />w I 8.87' <br />I <br />(R)6 <br />4 (R)3 <br />(R)7 <br />K <br />35' <br />5796 S.F. <br />T -3' W.E. <br />fun <br />I <br />(R)2 <br />_ N29'23 21" E(R) <br />O <br />_r- <br />(R� <br />R=12.00' A=7557'10" L=15.91' <br />N46'33'50"W 105.70' <br />N <br />0 <br />� 3 <br />4521 S.F. <br />IN <br />o <br />00 <br />co <br />I W <br />N4633'50"W 108.00, <br />�, <br />! v <br />S N <br />00 <br />0 <br />o l <br />SEE DETAIL B <br />coN <br />' co <br />2 <br />l 4536 S.F. <br />d J <br />N 1 <br />ON SHEET 6 <br />s, <br />i -y-i 10, P.U.E. <br />z <br />i N4633'50"W 108.00'-0 <br />N <br />4764 S.F. <br />j7w) <br />30' I j <br />Lu <br />Z <br />00 <br />`n <br />W <br />. y" <br />IL <br />, " <br />N46 33 50 W 178.00 (M-M) <br />0 <br />~ <br />o <br />r <br />o <br />KUTCHER STREET <br />m <br />o <br />W <br />I <br />I <br />W <br />\ � <br />C/3 <br />o <br />U � <br />in <br />U <br />1i2 0 z <br />z <br />i�0 <br />00�z <br />111 ;I� m <br />o <br />N W <br />t <br />0 <br />110 <br />z <br />I <br />109 30' 30' <br />108 <br />2.00' A=89'4925" L=18.81' <br />M <br />0 <br />n <br />107 ' ' <br />106 105 104 103 <br />as I 89 I 90 <br />N4 80 A STORNOWAY AVENUE <br />3.00 <br />'---1154.46' (M-CL INTX) <br />CAUFIELD WAY <br />R=1420.00' 0=32'20'03" L-8ot36' <br />PARCEL a <br />TRACT 4205 (RI) <br />MONUMENTATION NOTES <br />(j) FOUND MONUMENT PER (R1)&(R4) <br />• FOUND 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (R1) <br />FOUND 2-1/2" BRASS DISK STAMPED "PLS 7788" PER (R1) <br />X FOUND 1.00' WITNESS CORNER (W.C.) IN SIDEWALK ON ALONG, PROPERTY <br />LINE PROJECTION, RADIAL BEARING OR PERPENDICULAR TO CENTERLINE, <br />1.17" BRASS DISK STAMPED "PLS 7788" PER (R1)&(R4) <br />}� SET 1.00' WITNESS CORNER (W.C.), IN SIDEWALK ALONG RADIAL OR <br />PERPENDICULAR TO CENTERLINE, 1.17" BRASS DISK STAMPED "PLS 7788" <br />T SET 5/8" x 24" REBAR W/ PLASTIC PLUG "PLS 7788" FOR ALL REAR LOT <br />CORNERS (UNLESS OTHERWISE NOTED). SET 1.17" BRASS DISK STAMPED <br />"PLS 7788" IN SIDEWALK 1.00' ON PROPERTY LINE PROJECTION FOR ALL <br />FRONT LOT CORNERS. <br />O 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 />N46'23'15"W 505.63' <br />N46'23'15"W 547.46'(T) <br />360.56'(M-M) - - <br />102 101 100 <br />VILLAGE 21 <br />TRACT 4219 <br />(R4) <br />¢I <br />cn o <br />99 J N <br />c <br />�M <br />�Ire) <br />Q z <br />CONCORDIA AVENUE <br />186.95'(M-M) <br />C <br />BADGER CREEK O BALD EAGLE <br />COURT COURT <br />4--4,48'04. 31.28'� <br />--�_ ►r, t 124 02, <br />\ ( <br />R=156056' <br />N39'01'12"W(R) <br />R=12.00' A=69'2239" L=14.53'--\ <br />N30'21'28"E(R) <br />0' <br />N61'43'24"E(R) R=1450' ! / <br />N20'29'46"E 37.61' <br />N20'43'53"W(R) <br />v <br />co v ^co <br />v v <br />s Q O <br />c M <br />a n 3 <br />v <br />o � <br />5 <br />30, 30, <br />6 <br />13'15'17" L=1897 (R)12 <br />820.00' &:= <br />R=850.00' <br />15 14 13 12 11 10 9 <br />VILLAGE 21 <br />TRACT 4 219 <br />(R4) <br />NOTES <br />1. SEE SHEET 2 FOR LEGEND. <br />2. SEE SHEET 3 FOR BASIS OF BEARINGS AND REFERENCES. <br />3. SEE SHEET 7 FOR LINE & CURVE TABLES. <br />25 ' 26 ' 27 <br />VILLAGE 23 <br />TRACT 4220 <br />(44 M&P 103) <br />/ PARCEL B <br />(R4) <br />1 <br />2 � <br />Q <br />Q / <br />S <br />Q <br />Q � <br />PARCEL 11 <br />TRACT 4149 (R2) <br />63' <br />0' 30' 60' 120' <br />SCALE: 1" = 60' <br />SHEET 5 OF 6 <br />11533> <br />v 1-ow NEW' cow- <br />