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MAPS AND PLATS 44-102
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VOL 44 001-150
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MAPS AND PLATS 44-102
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12/20/2024 7:59:45 AM
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4215
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PARCEL 16 <br />TRACT 4205 (RI) <br />PARCEL 15 <br />TRACT 4205 <br />R1) <br />I <br />i <br />711.27'(M-M)(R1) <br />PARCEL 21 <br />TRACT 4205 <br />R1) <br />cn <br />m <br />z <br />C <br />m <br />z <br />C <br />m <br />ON THIS SHEET <br />N75'46'04"W 1255.86'(T)(R1) <br />513' <br />L=214,2S <br />o <br />PARCEL Auia , <br />w <br />31996 S.F. o L21 @° <br />s <br />I <br />PARCEL 2 <br />TRACT 4205 (RI) <br />BRANTON AVENUE <br />544.59'(M-M)(R1) <br />N75'46'04"W 478.59' <br />N75'46'04"W 200.00'(T) <br />L2(R) <br />100.00' - - - - - - 100.00' <br />5 uj^ <br />0 163 <br />s` ( <br />R)4 <br />5915 S.F. ;r, o ui 5764 S.F. /Ick o1.0 <br />C16 <br />1-177 <br />O <br />CI0 <br />c ILo <br />I <br />00' <br />10'21'08" L=379.43'(M-M R1 <br />K=1U4d.00" A=10'21'08" L=370.04' 776'31'45"W 111.96' <br />17 CIO <br />W <br />6342 S.F. 0 N <br />o (R)12 <br />C6 103.06' 100.29' ( <br />R)11 I <br />N75'46'04"W 106.26' <br />N75'46'04"W w N75'46'04"W I <br />R)5 <br />1 C18 <br />0 <br />6 0 15 °` / (R)13 18 oI5579S.F. Z U \ / 6060 S.F. z6237S.F. <br />R C13 <br />Io _ _ I <br />1 w <br />I ZW W <br />z l <br />100 <br />Z Lo6201 S.F. 3 i i o 11 <br />o I to I 6578 S.F. <br />to 6545 S.F. <br />r <br />N75'46'04"W <br />O <br />60.00'(M -B) y 11&50'(B -M) 178.50'(M -M) <br />0- <br />R)1 - <br />56 r.W o 55 W <br />5500 S.F. N, 5500 S.F. S <br />o i <br />O <br />0 <br />100.00' <br />dr - <br />Z <br />124.4T C12 <br />0 <br />po <br />N75'46'04"W 114. <br />3'X3' W.C. <br />N <br />53.83'-A=002'04'29" 20.61' <br />108.45 <br />o L=58.66' <br />116.03 R)9 <br />0 <br />3' W. E.E. <br />o <br />v 4 ( <br />R)3 <br />I <br />W DESIGNATED <br />0 <br />11 <br />u N75'46'04"W 224.47'(T) <br />o <br />o <br />co <br />Z- <br />r R)14 <br />Z <br />o <br />J W <br />o 7346 S.F. L6 <br />I <br />I N <br />m, <br />P <br />I N 00 1 <br />I <br />7 <br />5908 S.F. <br />0 <br />14 <br />6139 S.F. N <br />r <br />co <br />N <br />N N i 19 <br />v 6305 S.F. <br />I <br />dr <br />Z 1 it 6n^ <br />N <br />I Lo <br />M <br />N <br />rro <br />N 45.61' <br />N75'46'04"W 102.01 o v R)7r 106.61' 108.11' <br />R)8 ` <br />o a N75'46'04"W 114.26' <br />3' W.E. (R)2 0 w I N75'46'04"W N75'46'04"W I o o R)15w <br />3 <br />i <br />I <br />N <br />w <br />m <br />I1 <br />v I <br />I 8 C> 13 <br />aoo <br />1 u Lo <br />o I <br />N NI 20 <br />ro 0 n Z 5602 S.F. I I F Lo 0 5850 S.F. I <br />c' Qf to c' I 6155 S.F. <br />10' P.U.E.oM10' P.U.E. <br />4S <br />10 P.U.E. <br />ti 106.00' 105.50' N75'46'04"W R 108.59' <br />A N75'46'04"W(R) 101.50' 30 30' N75'46'04"W(R) N75'46'04"W(R) 30 30' o <br />0 2 <br />I <br />I O v <br />I <br />o f 9 0 <br />c <br />12 <br />I <br />loo c' 01 <br />10' P.U.E. <br />21 <br />z o <br />0 <br />LLO 5583 S.F. <br />0 <br />i Lo <br />0 n <br />C) <br />o 0 <br />i 5830 S.F. <br />o r <br />Z 5803 S.F. <br />o Cl <br />i o m <br />F- 0 0 <br />M, o 5736 S.F. i1; O I <br />I I <br />co <br />ui I <br />D' (106.00' 105.50' o z I o I N7546'04"W 100.00' uj <br />N75'46'04"W 101.50' n Q o n N75'46'04"W N75'46'04"W r' o to <br />Io _ _ I <br />1 w <br />I ZW W <br />z l <br />100 <br />Z Lo6201 S.F. 3 i i o 11 <br />o I to I 6578 S.F. <br />to 6545 S.F. <br />r <br />N75'46'04"W <br />O <br />60.00'(M -B) y 11&50'(B -M) 178.50'(M -M) <br />0- <br />I <br />U <br />to JrCD r of <br />I C <br />Z <br />0 w <br />Z <br />C) 22 <br />c I <br />K <br />co <br />26 <br />25 <br />24 <br />m <br />0 <br />to <br />w <br />x <br />DESIGNATED <br />REMAINDER <br />M I 6210 S.F. <br />i <br />R)16 O <br />81 00' 80 50' z < U <br />N75'46'04"W 161.50'(T) <br />271.50'(M -M) <br />459.43' <br />N75'46'04"W 519.43'(T) ELLINGTON WAY <br />N75'46'04"W 459.43'(T) <br />55.00' 55.00' 55.00' 55_00'55.00' 55.00' <br />a 'j0 0 0 0 <br />C3 <br />a o <br />56 r.W o 55 W <br />5500 S.F. N, 5500 S.F. S <br />M M <br />dr- dr - <br />Z Z <br />0 <br />po R=1620.00' <br />N <br />53.83'-A=002'04'29" 20.61' 55.00'- <br />o L=58.66' <br />0 <br />L=1.25' <br />0 <br />3' W. E.E. <br />o <br />0 <br />o <br />W DESIGNATED <br />0 <br />M <br />MEDS.F. <br />D REMAINDER <br />o m <br />o <br />o <br />co <br />Z- <br />0 <br />0 <br />z <br />Z <br />o <br />J W 57 Wst <br />0 5500 S. F. <br />I I ai Z Z <br />M I <br />rro <br />N 45.61' 55.00' <br />0 <br />N <br />I Z <br />PARCEL M <br />I <br />U <br />to JrCD r of <br />I C <br />Z <br />0 w <br />Z <br />C) 22 <br />c I <br />K <br />co <br />26 <br />25 <br />24 <br />m <br />0 <br />to <br />w <br />x <br />DESIGNATED <br />REMAINDER <br />M I 6210 S.F. <br />i <br />R)16 O <br />81 00' 80 50' z < U <br />N75'46'04"W 161.50'(T) <br />271.50'(M -M) <br />459.43' <br />N75'46'04"W 519.43'(T) ELLINGTON WAY <br />N75'46'04"W 459.43'(T) <br />55.00' 55.00' 55.00' 55_00'55.00' 55.00' <br />a 'j0 0 0 0 <br />C3 <br />a o <br />56 r.W o 55 W <br />5500 S.F. N, 5500 S.F. S <br />M M <br />dr- dr - <br />Z Z <br />0 0 <br />54 W 53 W <br />5500 S.F. , 5500 S.F. ;o <br />R=1650.00 <br />dr- dr - <br />Z Z <br />55.00' a 55.00' a 55.00' b 55.00' <br />N75'46'04"W 375.61'(T) <br />PARCEL D <br />52 WI 51 W <br />5500 S.F. 5528 S.F. ;a <br />ih <br />Z Z <br />55.00' a 55.01' 55.00' 55.00' <br />N7443'34"W N75'46'02"W N74'41'10"W <br />PARCEL C <br />SEE SHEET 7 <br />W <br />cn <br />W <br />W <br />cn <br />44- I oi- D <br />TRACT 4215 <br />RIVER ISLANDS - PHASE 2 <br />VILLAGE 22 <br />A PORTION OF RANCHO EL PESCADERO, BEING A SUBDIVISION OF PARCEL 6 <br />AND PARCEL 7 OF TRACT 4205 (44 M&P 95), <br />WOODLANDS EAST LARGE LOT FINAL MAP, <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />MAY 2024 <br />ENG1N-E-E+<1NG <br />N <br />OMNI <br />0' 25' 50' 100' <br />SCALE: 1" = 50' <br />NOTES <br />1. SEE SHEET 3 FOR EASEMENT NOTES AND REFERENCES. <br />2. SEE SHEET 3 FOR BASIS OF BEARINGS AND LEGEND. <br />3. SEE SHEET 8 FOR LINE & CURVE TABLES. <br />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 />U• 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 LINE 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) <br />DETAIL A <br />FROM THIS SHEET <br />SHEET 5 OF 8 <br />NSI- 101 D <br />It 144,41111 <br />R=1680.00' <br />11 M <br />A '3818 L=136.00 T 0 <br />of <br />69.43'(M -M) 0 A=6'29'13" L=186.81'(M-M) <br />R=1650.00 A=10'21'08" L=298.1 T@ <br />R=1620.00' A=10'21'08" L=292.71'(T) <br />53.83'-A=002'04'29" <br />A=000'02'40" o L=58.66' <br />0 <br />L=1.25' <br />0 <br />o 0 <br />W 49 W DESIGNATED55590S.F. MEDS.F. <br />D REMAINDER <br />co <br />Z- N <br />to <br />Z Z <br />55.00' a 55.01' 55.00' 55.00' <br />N7443'34"W N75'46'02"W N74'41'10"W <br />PARCEL C <br />SEE SHEET 7 <br />W <br />cn <br />W <br />W <br />cn <br />44- I oi- D <br />TRACT 4215 <br />RIVER ISLANDS - PHASE 2 <br />VILLAGE 22 <br />A PORTION OF RANCHO EL PESCADERO, BEING A SUBDIVISION OF PARCEL 6 <br />AND PARCEL 7 OF TRACT 4205 (44 M&P 95), <br />WOODLANDS EAST LARGE LOT FINAL MAP, <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />MAY 2024 <br />ENG1N-E-E+<1NG <br />N <br />OMNI <br />0' 25' 50' 100' <br />SCALE: 1" = 50' <br />NOTES <br />1. SEE SHEET 3 FOR EASEMENT NOTES AND REFERENCES. <br />2. SEE SHEET 3 FOR BASIS OF BEARINGS AND LEGEND. <br />3. SEE SHEET 8 FOR LINE & CURVE TABLES. <br />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 />U• 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 LINE 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) <br />DETAIL A <br />FROM THIS SHEET <br />SHEET 5 OF 8 <br />NSI- 101 D
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