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MAPS AND PLATS 44-103
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VOL 44 001-150
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MAPS AND PLATS 44-103
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12/20/2024 7:59:37 AM
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8/26/2024 11:35:34 AM
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4220
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MONUMENTATION NOTES <br />Qo SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" <br />o SET 3/4" IRON PIPE WITH CAP STAMPED "PLS 7788" <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 />FOUND MONUMENT PER (R1) <br />FOUND 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (R1) <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 UNE PROJECTION FOR ALL <br />FRONT LOT CORNERS. <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 />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) OR (R2) <br />NOTES <br />1. SEE SHEET 3 FOR REFERENCES. <br />2. SEE SHEET 3 FOR BASIS OF BEARINGS AND LEGEND. <br />3. SEE SHEET 8 FOR LINE & CURVE TABLES. <br />PARCEL C <br />TRACT 4215 (R2) <br />N <br />0' 30' 60' 120' <br />SCALE: 1 " = 60' <br />N - N- l03 F <br />TRACT 4220 <br />RIVER ISLANDS - PHASE 2 <br />VILLAGE 23 <br />A PORTION OF RANCHO EL PESCADERO, BEING SUBDIVISION OF PARCEL 5 OF <br />TRACT 4205 (44 M&P 95), WOODLANDS EAST LARGE LOT FINAL MAP, <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />MAY 2024 <br />EN G 1 N •E •E -R ING <br />PARCEL G <br />TRACT 4 215 <br />R2) <br />s <br />s <br />PARCEL H„ N 6554p 86 O <br />TRACT 4215 6125 S.F. °o <br />DESIGNATED (R2) " <br />N6a23'21"E <br />N6 <br />55°° <br />85 <br />REMAINDER <br />5683 S.F. N79'4845E N79 -55'42"E <br />N7427 50 z 55.0004 6125 S.F. i ,,ypk <br />N80'S1'14"E 660.00'(T) 55.01' 55.00 ? <br />55'00 . 84 i <br />9 <br />N81'S3'44"E 55.00' 55.00' 55.00' <br />z <br />55.00' = 55.00' <br />0 <br />55.00 <br />zo $3 <br />6125 S.F. o i <br />1 ,56 ` <br />1 / <br />N80 2617E 55.00 55.00' z z o 0 0 o v, _ o g• 1 .^ <br />55.00 55.00 z z o o ` t° lc:) <br />80 <br />00 <br />o <br />p <br />1p • <br />p • <br />6 - ro . <br />5 \ \ <br />ss ODp. 57.68' <br />55.00 <br />z o ( `D lc:) o _ $2 6125 S.F. 0 5616 , '6 , <br />55.01' 55.00' z o cao 00 <br />PARCEL 1 ? o o = <br />o o °° 79 81 <br />3 <br />o <br />co 78 $ 6125 S.F. o pp <br />C! cc 0 00 76 77 rn = * 5870 S.F. o 3 0 6 6 moi. 47 \ 75 z 5528 S.F. C 2' S 6 a' <br />P o o °D O0 P ' 74 a; °_ 5500 S.F. TRACT 4215 0 70 , 72 73 = _ 5500 S.F. D 71 $' ° rn <br />5500 S.F. 5500 S.F. 5500 S.F. o o 'o ,,. R 0 <br />D i 5942 S.F. J <br />R 2) 69 $ 5500 S.F. 0 0 0_ 0 <br />67 - 6$ _ 5500 S.F. 5500 S.F. 5500 S.F. - o S o 0 o b C31 <br />y650• <br />pp0 <br />y os \ <br />f ` 5500 S.F. 5500 S.F. o 0 0 0 c o R .6 <br />5528 S. F. -v <br />f 5500 S.F. <br />o 0 0 0 00 0 E 0 _ <br />o c o 0 <br />Cl o o p o0 <br />6 0_ - _ - C30 R G 5 i 48 i <br />ir, o 0 0 0 0 0 0= , - - ,- - 55.00 55.00 55.x0 24.64' C29 i `>;' <br />3 <br />5942 S.F. <br />o 0 0 ? _ ' - 55.00 55.00 55.00 55.00 <br />o ___ 55.40 55.00. 55.00 I o 1% 0 49 ,\1 <br />ooi •`LO <br />55.00' 55.00 55.00' <br />C27 <br />C28 26.16' 55.00 N80 5114E 820.80'(T) O _ --- o C1 5942 S.F. 'oma hOc h <br />C26(T) 'b- - _ <br />N80'51'14"E 820.80'(M -M) - - - i'r 50rooo. <br />LO - BARNETT STREET C19-- 5942 S.F. <br />J - O - C2 - _ <br />C25(B-M) 10' P.U.E. N80'51'14"E <br />8207777M <br />80'(T) - 55.00' Z - <br />55.00' - - 55.40' - z '° <br />I ro 1o' P.U.E.55.00'_= - .55.00'- o. <br />N 56 pp <br />o o 3.04' ; c 5942 S.F. <br />J C21(T) 110.00' _55. 52_ <br />55.00'- - -55.00'- z cccn o 0110.00' z o o C> <br />cct <br />00 0 <br />54 w, 53 5942 S.F. <br />C24 - <br />cctC23 _ 0 <br />47.76' <br />z o t a 0 - °° ' 57 56 rn 55 rn 5942 S.F. o 60 <br />5 X56 <br />C22 To ccs o ae P 58 rn '; _ _ 1 N DI <br />L4 <br />o 0 0 cl DESIGNATED 4h- 62 -0 61 ; 60 v; 59 <br />5500 S.F. 5500 S.F. 5528 S.F. 5920 S.F. <br />o Cl - <br />L4 <br />63, <br />I u C5 DESIGNATED 63 rn _ 5500 S.F. 5500 S.F. 5500 S.F. - o 0 0 - 5308 R,1 ^ <br />k <br />w <br />c( 64 = REMAINDER ¢ 5500 S.F. * 5500 S.F. o 0 0 <br />o <br />c.nI 66 ° 65 REMAINDER = 55ao s.F. w o- <br />63' " <br />Q `D 00 5540 S.F. <br />5500 S.F. 11000 S.F. o 0 0 o p o 0 0 0 o_ 6317 - N6g• <br />3116 E <br />N 5817 S.F. 11000 S.F. o o `''- o o o0 0 62.72 - I o 0 0 <br />o C 0 C !' - 55.00 - <br />Y - <br />55.0l'- <br />401 <br />55.01 _ <br />N-7- <br />110.00' <br />74'09 24 <br />I o0 0 0 m , " _55.00' - _55.00'. - _55.00'- - _55.00'_ 55.00 '_ - .55.00 _ <br />N81' 7 -4 '1 <br />I--3 W.E. o -55.00 - _ -55.00 _ 110.00 <br />r <br />i 411' <br />lM <br />55.00 - 110.00 N80'S1'14"E 715.00' T I '10" ` <br />a3 <br />L -L31 - _ 12.00' <br />L32 N80'48'38"E N80'51'14"E 821.92' PARCEL ACD <br />C35 <br />1 1.586 ACRES <br />N13'05'58"W R <br />I <br />N80'51'14"E 821.92'(M -M) <br />R RIVER ISLANDS PARKWAY850.00' 6=32'43'58" <br />L=485.60'(M-M) <br />PARCEL 11 <br />TRACT 4149 <br />44 M&P 52) <br />SHEET % OF p <br />440 103 ;:
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