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1J <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 />1"=10') <br />PARCEL 2 <br />TRACT 4205 (R)) <br />BRANTON AVENUE <br />0L-379.4_3____ - - - - - - <br />I <br />N65'24'55"W 1496.14'(M -M) <br />NI <br />SEE DETAIL B L <br />ON THIS SHEET N65'24'55"W 252.57' <br />L=370.04' <br />R=2048.00' D=10'2108 <br />C25 N69'16'51"W 100.00 _ - - N6152'42"W 106.94' , =168?2' <br />1106 <br />N69'16'S1"W 100.00' // - ,,, - - - hp 40 A=246, 0' A=24 = <br />L10(R) Q <br />0 6,, , <br />L11(R) <br />27 3 3$ <br />Ll 4(R) <br />o ``' 26 /cV 6,\ 5731 S.F. "'`" N 6306 S.F. <br />r', <br />7 N Lo 5729 S.F. L26 b (R)1s O PARCEL A <br />0 - I 6.73 9.78 <br />8.25' <br />y <br />N6 16'51"W 100.68'w \ <br />31996 S.F. <br />N65'24'55"W 102.66' <br />N69'16'51"W 100.00' <br />to 0 25 I o 6517 S.F. N ,n "0- 5569 SL(i. <br />F. I <br />N LO 5500 S.F. 1 1 v`b i/ <br />z <br />3 z LO 1 1 ' <br />1.93' 6.98' <br />N69'16'51"W 100.00 N69'16'51"W 139.32'=4, N65'24'55"W 101.58' I <br />2.21' 10' P.U.E. I <br />Oo SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" <br />of 29 w, 36 <br />I <br />I 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 />39 <br />7588 S.F. o co <br />FOUND 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (R1) <br />24 I o <br />PARCEL E <br />I 7202 S.F. a ' 5934 S.F. I <br />PLS 7788" IN SIDEWALK 1.00' ON PROPERTY LINE PROJECTION FOR ALL <br />I <br />FRONT LOT CORNERS. <br />L o <br />19 LO <br />5558 S.F. l cr' ^_ <br />1 - 1 t10 P.U.E.w5.80' <br />I <br />00 <br />1.17" BRASS DISK STAMPED "PLS 7788" PER (R1) <br />REMAINDER <br />10' P.U.E. <br />N69'16'51"W 102.20' 0 N69'16'51"W 122.57' N65'24'S5"W 113.00' I com oN65'24'55"W 100.00' <br />C) <br />I N <br />1_ w <br />1 <br />of 30 n <br />Lo 0 35 <br />Iw <br />I g <br />w <br />o <br />Q <br />0 <br />o <br />I <br />I 40 g <br />M <br />c•, <br />u-) 23 I q M N o nl <br />1 <br />6639 S.F. 6215 S.F. I to o 00 <br />o coni 5500 S.F. o <br />oo <br />ori 5684 S.F. I'n M 0 N i= I N <br />dam-' <br />20 M <br />oo <br />cn <br />N69'16'51"W 104.50' <br />1 oN <br />Z <br />I <br />w ocr- <br />w i <br />o N69'16'51"W 118.86' <br />o <br />o <br />z Q <br />Lu <br />n <br />MN65'24'55"W 113.00' I 100.00' <br />rn <br />N of 31 o 34 <br />I <br />o <br />LO <br />z <br />IN65'24'S5"W <br />o) 41 <br />LO <br />P o <br />C14 <br />z LO 6435 S.F. <br />w LO <br />6215 S.F. L z I 5500 S.F. uiZLo <br />21 LO IR I N 10' P.U.E.--J IDESIGNATEDI <br />N69'16'S1"W 115.14 z <br />N65'24'55"W 113.00' Iw N65'24'55"W 100.00' <br />12,446 S.F.f o1 n <br />0 <br />iq <br />0 <br />of <br />Z <br />1 <br />32 33 co <br />I j 42ul <br />7289 S.F. co 7033 S.F. I I 5988 S.F. <br />22 n <br />1 <br />l <br />R)19 27.19' s <br />r <br />88.00 N65'24 55 W <br />o(R)16 <br />C23 C29 N65'24'55"W 115.19'(T) 55.00' <br />680 00 D=4'3818 L=136.00 T R)17 <br />I <br />D-3'5155 " L=111.32(M-M) 170.19'(M -M) 108.27'(M B) <br />186.81'(M'M) <br />of SEE DETAIL D N65'24'55"W- 278.46'(T) 0 <br />D__ 6 2913 `- 10.21' <br />2g8'13 T ELLINGTON WAY <br />O - <br />R=1650.00 D= ON THIS SHEET N65'24'55"W 276.73'(T) <br />R=1620.00' D=10'21'08" L=292.71'(T) Z_ _ _ _ - <br />55.00' _ - -55.-00 '- _ -55.00'- _ - -55.00' _ <br />L=117.32 D=002_04'29" A=002'00'33" - <br />D=004'08 58 L=58.66' L=56.81' <br />0 0 0 <br />b o 0 0 o w o <br />o o = o <br />0 0 0 0 0 a- o <br />uj uj _ 43 <br />DESIGNATED N <br />4$ "„ <br />57437S.F. 0 55286S.F. 0 55005S.F. o <br />0 <br />55004S.F. 0 5500 S.F. <br />g w REMAINDER o 5749 S.F. - - <br />U-) -U-) in <br />p M M M r M <br />0 11,498 S.F.t N N N N N N <br />i z <br />z z z z z <br />N <br />z55.00 55.00' 55.01' 0 55.00' 55.00' 55.00' <br />55.00' N65'24'55"W 220.00'(T) 55.00 N70'32'12"W N68'27'43"W N66'23'18"W N66'27'25"W <br />N72'36'41W PARCEL I7 <br />SEE SHEET 7 <br />PARCEL C <br />M <br />Cf) <br />0 <br />z <br />Lu <br />cc <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-EE-R1NG <br />PARCEL 5 <br />TRACT 4205 (R)) <br />ON THIS SHEET <br />DETAIL B <br />FROM THIS SHEET <br />1 "=10') <br />R=1620.00 <br />A=002'00'33" <br />L=56.81' 1.73'- <br />47 <br />I <br />I <br />N65'24'55"W 276. <br />DETAIL D <br />FROM THIS SHEET <br />1"=10') <br />MONUMENTATION NOTES <br />AM <br />Cl <br />o v coo Oo SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" <br />Z: <br />o SET 3/4" IRON PIPE WITH CAP STAMPED "PLS 7788" <br />55.00' 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 />0 <br />0o Qi FOUND MONUMENT PER (R1) <br />FOUND 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (R1) <br />w <br />PARCEL E T SET 5/8 x 24 REBAR W/ PLASTIC PLUG PLS 7788 FOR ALL REAR LOT <br />M CORNERS (UNLESS OTHERWISE NOTED). SET 1.17" BRASS DISK STAMPED <br />CN PLS 7788" IN SIDEWALK 1.00' ON PROPERTY LINE PROJECTION FOR ALL <br />FRONT LOT CORNERS. <br />55.00' SET 1.00' WITNESS CORNER (W.C.), IN SIDEWALK ALONG RADIAL OR <br />J PERPENDICULAR TO CENTERLINE, 1.17" BRASS DISK STAMPED "PLS 7788" <br />FOUND 1.00' WITNESS CORNER (W.C.) IN SIDEWALK ON ALONG, PROPERTY <br />LINE PROJECTION, RADIAL BEARING OR PERPENDICULAR TO CENTERLINE, <br />DESIGNATED <br />1.17" BRASS DISK STAMPED "PLS 7788" PER (R1) <br />REMAINDER <br />5500 S.F. 6 8SHEETOF <br />IM w, I ot2 E