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MONUMENTATION NOTES <br />NOTES <br />TRACT 4256 <br />RIVER ISLANDS -PHASE 2 <br />WOODLANDS WEST LARGE LOT FINAL MAP <br />A PORTION OF RANCHO EL PESCADERO, BEING A SUBDIVISION OF <br />PARCEL 18 OF TRACT 4205 (44 M&P 95), <br />WOODLANDS EAST LARGE LOT FINAL MAP, <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />DECEMBER 2024 <br />ti o; Q L19(R) d1404.2 N85'07'20"E 325.25'(T) R= 5p t .•o <br />��•(/ Q C5 336• " L-600.30'(T) 674, N49'3010 W <br />O6 1 115' WIDE PARCEL AND LEVEE EASEMENT '�" �° 0118 L=531.25' L21 265•76 a d'S9??, 97.00'(E) ��C1�, •E N G 1 N �E •E fZ 1 N G <br />© PER 2836 OR 332, S.J.C.R. 'h a Q' 07 L20 '52' "W 6 .00' O,gAo �S" 4- y <br />N22'10'50"E ^� •�' „Q o C7 �Ftz �`E `�9• �� <br />Z 62.91'(E) d � �� sj,9�989�, <br />PARCEL 24 (LLA 24--120) ,5p5�M �N33'23'50"E C#j 77 VILLAGE 6 ccj, F <br />" °1' / 104.52'(E) cv o° ;� PARCEL 2 0 (TRACT 4223) <br />N89'30 51 E 381.43 1� x Q N ,h z N31'09 00 W <br />" N50'51;20"E Cep Q h' '* 24.411 ACRES f a (44-M-133) ys 134.00'(E) <br />N1612 50 E 43.51 (E) 204.16, 116.30 (E) N701 209 R <br />N>> " " i (P.U.E. OVER ENTIRE PARCEL) N <br />40 30 W N58'22 40 E 57.27 (E) C9 N4119 23 E R , s� \ <br />N23'03'40"W 102.38' E 7 " L2 R N69y • � �' �? " \ <br />() ti N77'54 20 E 66.53 (E)) G ,Q\�9 L22 �05"�,?6' -G �„ N69'2314 E \ <br />N89 04 30 E 69.39E ^ `7 S, Op• c p O R=330.00 23.55 <br />q () �\ �jOp 76.03 L16 N82.55'08"E ,�� A=14'S3'40" N� <br />�•\ v'o� PARCEL 14 "� ? ��" N24'54'40"E R L18 L14 75.00' " m L=85.79' e??s�4 <br />N \o, ,f, N0219 03 W 60.21 77 N69'23'14"E R F <br />�� rn <br />134.457 ACRES f A� PARCEL 4 L17 L15- " N52'04'52"W 35.36' <br />� C4 L12 N82'55 08 E GR <br />_ 20.012 ACRES f NO2'S3'05"E R 55.00 OVENIVEN <br />�N1910 40 W 170.46 (E)� (P.U.E. OVER ENTIRE PARCEL) Z Nos•33'11"E R PARCEL 1 �E <br />1.592 ACRES f <br />�� �' N65'48'55"E 35.36' o <br />0' 411. <br />100' 200' 400' N12'01'20"W t3? v' <br />SCALE: 1" = 200' 3 i` 110.42'(E) N20•48'55"E TABLES FOR SHEET 7 <br />00 c + 89.00 , ; o <br />NOl'28 50"W <br />N ,.�116.04'(E) N6911'05"W ??S z <br />z I o 100.00' k6 NOO.29'57"W zO <br />N38'30'51 "E 0 971 pS"h, 52.35' o -P r. <br />211.47 / N21'43 40 E �d �v-, N, <br />�143.17'(E) "� N07'04'52"W o p <br />N43'33'20"E 84.17'(E) <br />h z N71'42'04"E 166.00' <br />N57'56'00"E 97.94'(E) 84.08' PSG <br />o A=15*43'08" L34 0 oP- <br />N82411. <br />'30'51"E 705.25' moo ^h L=190.67' `� Ln <br />55�L35 t33 = L10 SEE DETAIL D <br />N82 01 20 E 158.53 (E)-� 1 6� �,LOF Q ` N8277•`5"E v c� ON THIS SHEET <br />�o<3 �39('QJ 209 t,3j L9 SEE DETAIL C <br />o% L38 ON THIS SHEET <br />PARCEL 6 PARCEL 5 <br />SE <br />ES�/ L30 ° ,15 4a' S 5g ��591.a2 C64(B-MY - <br />23 <br />.2 50-B) <br />�g" �,9 o.78, <br />M M <br />30' . @ oC f <br />C61 <br />N8717'40"W(R) v " A=0'24'59" <br />r- p N721912 E(R) J L=16.00, <br />w , <br />N71'49'14"E R <br />415723 56 <br />1.8 ---- <br />�z�-7: <br />14 <br />15 1a <br />�5 <br />DETAIL C <br />FROM THIS SHEET <br />(1"=20') <br />152 55' 1. SEE SHEET 2 FOR EASEMENT NOTES AND REFERENCES. <br />Qo SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" N75*30'51"E 240.78' N8279,0910w J 2. SEE SHEET 3 FOR BASIS OF BEARINGS AND LEGEND. <br />0 SET 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" <br />FOUND 2-1/2" BRASS DISK STAMPED "PLS 7788" PER (R1) N43'30'51 "E 94.73' r <br />11�2�p'E N�53,310»w �� N,SS R � V r <br />O FOUND MONUMENT IN WELL PER (R1) & (R2) �� N 2�8961E1 21g.90'(f� �ss28909,� <br />• FOUND 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (R1) & (R2) /%'�N18'42'40"E 148.73'(E) <br />X FOUND 1.00' WITNESS CORNER (W.C.) IN SIDEWALK ON ALONG, PROPERTY 218. 226. <br />N 00 �6• 48 " 649.83 88 <br />LINE PROJECTION, RADIAL BEARING OR PERPENDICULAR TO CENTERLINE, �, ��55 �F N82'S0 51 E <br />1.17" BRASS DISK STAMPED *PLS 7788" PER (R2) - �_N26'04'10"E `� �•4 ,'58" i `F N81�2 09"w - - - - - - -+ N79*29'09"w *S929, <br />c 70.28'(E) %�° g3.19' ��A 11 N80'05'00',W - „- + - - - E N� •1340» W <br />X SET 1.00 WITNESS CORNER (W.C.) IN SIDEWALK ON ALONG, PROPERTY v �'L 250 32° N88'41 40 W N85 07 20 E 458.22 () 3 w 3j4 p9" ?86 <br />LINE PROJECTION, RADIAL BEARING OR PERPENDICULAR TO CENTERLINE, o <br />1.17" BRASS DISK STAMPED "PLS 7788" Z " C11 R•8¢S ��� 226.71'(E) N10'33'25"E R 60 �f) l \� �0� <br />N44 34 4$ E R t,`� p0' A C8 N70'19'50"W 143.77 (E) \ <br />a "A;- <br />Cl <br />PARCEL 3 <br />106'36'51" R O� `A, <br />N06'40'08"W(R) NO2'57'02"W R SEE SHEET 14 <br />DETAIL D <br />FROM THIS SHEET <br />0 "=100'). <br />CURVE TABLE <br />TRACT 4256 <br />RIVER ISLANDS -PHASE 2 <br />WOODLANDS WEST LARGE LOT FINAL MAP <br />A PORTION OF RANCHO EL PESCADERO, BEING A SUBDIVISION OF <br />PARCEL 18 OF TRACT 4205 (44 M&P 95), <br />WOODLANDS EAST LARGE LOT FINAL MAP, <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />DECEMBER 2024 <br />ti o; Q L19(R) d1404.2 N85'07'20"E 325.25'(T) R= 5p t .•o <br />��•(/ Q C5 336• " L-600.30'(T) 674, N49'3010 W <br />O6 1 115' WIDE PARCEL AND LEVEE EASEMENT '�" �° 0118 L=531.25' L21 265•76 a d'S9??, 97.00'(E) ��C1�, •E N G 1 N �E •E fZ 1 N G <br />© PER 2836 OR 332, S.J.C.R. 'h a Q' 07 L20 '52' "W 6 .00' O,gAo �S" 4- y <br />N22'10'50"E ^� •�' „Q o C7 �Ftz �`E `�9• �� <br />Z 62.91'(E) d � �� sj,9�989�, <br />PARCEL 24 (LLA 24--120) ,5p5�M �N33'23'50"E C#j 77 VILLAGE 6 ccj, F <br />" °1' / 104.52'(E) cv o° ;� PARCEL 2 0 (TRACT 4223) <br />N89'30 51 E 381.43 1� x Q N ,h z N31'09 00 W <br />" N50'51;20"E Cep Q h' '* 24.411 ACRES f a (44-M-133) ys 134.00'(E) <br />N1612 50 E 43.51 (E) 204.16, 116.30 (E) N701 209 R <br />N>> " " i (P.U.E. OVER ENTIRE PARCEL) N <br />40 30 W N58'22 40 E 57.27 (E) C9 N4119 23 E R , s� \ <br />N23'03'40"W 102.38' E 7 " L2 R N69y • � �' �? " \ <br />() ti N77'54 20 E 66.53 (E)) G ,Q\�9 L22 �05"�,?6' -G �„ N69'2314 E \ <br />N89 04 30 E 69.39E ^ `7 S, Op• c p O R=330.00 23.55 <br />q () �\ �jOp 76.03 L16 N82.55'08"E ,�� A=14'S3'40" N� <br />�•\ v'o� PARCEL 14 "� ? ��" N24'54'40"E R L18 L14 75.00' " m L=85.79' e??s�4 <br />N \o, ,f, N0219 03 W 60.21 77 N69'23'14"E R F <br />�� rn <br />134.457 ACRES f A� PARCEL 4 L17 L15- " N52'04'52"W 35.36' <br />� C4 L12 N82'55 08 E GR <br />_ 20.012 ACRES f NO2'S3'05"E R 55.00 OVENIVEN <br />�N1910 40 W 170.46 (E)� (P.U.E. OVER ENTIRE PARCEL) Z Nos•33'11"E R PARCEL 1 �E <br />1.592 ACRES f <br />�� �' N65'48'55"E 35.36' o <br />0' 411. <br />100' 200' 400' N12'01'20"W t3? v' <br />SCALE: 1" = 200' 3 i` 110.42'(E) N20•48'55"E TABLES FOR SHEET 7 <br />00 c + 89.00 , ; o <br />NOl'28 50"W <br />N ,.�116.04'(E) N6911'05"W ??S z <br />z I o 100.00' k6 NOO.29'57"W zO <br />N38'30'51 "E 0 971 pS"h, 52.35' o -P r. <br />211.47 / N21'43 40 E �d �v-, N, <br />�143.17'(E) "� N07'04'52"W o p <br />N43'33'20"E 84.17'(E) <br />h z N71'42'04"E 166.00' <br />N57'56'00"E 97.94'(E) 84.08' PSG <br />o A=15*43'08" L34 0 oP- <br />N82411. <br />'30'51"E 705.25' moo ^h L=190.67' `� Ln <br />55�L35 t33 = L10 SEE DETAIL D <br />N82 01 20 E 158.53 (E)-� 1 6� �,LOF Q ` N8277•`5"E v c� ON THIS SHEET <br />�o<3 �39('QJ 209 t,3j L9 SEE DETAIL C <br />o% L38 ON THIS SHEET <br />PARCEL 6 PARCEL 5 <br />SE <br />ES�/ L30 ° ,15 4a' S 5g ��591.a2 C64(B-MY - <br />23 <br />.2 50-B) <br />�g" �,9 o.78, <br />M M <br />30' . @ oC f <br />C61 <br />N8717'40"W(R) v " A=0'24'59" <br />r- p N721912 E(R) J L=16.00, <br />w , <br />N71'49'14"E R <br />415723 56 <br />1.8 ---- <br />�z�-7: <br />14 <br />15 1a <br />�5 <br />DETAIL C <br />FROM THIS SHEET <br />(1"=20') <br />152 55' 1. SEE SHEET 2 FOR EASEMENT NOTES AND REFERENCES. <br />Qo SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" N75*30'51"E 240.78' N8279,0910w J 2. SEE SHEET 3 FOR BASIS OF BEARINGS AND LEGEND. <br />0 SET 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" <br />FOUND 2-1/2" BRASS DISK STAMPED "PLS 7788" PER (R1) N43'30'51 "E 94.73' r <br />11�2�p'E N�53,310»w �� N,SS R � V r <br />O FOUND MONUMENT IN WELL PER (R1) & (R2) �� N 2�8961E1 21g.90'(f� �ss28909,� <br />• FOUND 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (R1) & (R2) /%'�N18'42'40"E 148.73'(E) <br />X FOUND 1.00' WITNESS CORNER (W.C.) IN SIDEWALK ON ALONG, PROPERTY 218. 226. <br />N 00 �6• 48 " 649.83 88 <br />LINE PROJECTION, RADIAL BEARING OR PERPENDICULAR TO CENTERLINE, �, ��55 �F N82'S0 51 E <br />1.17" BRASS DISK STAMPED *PLS 7788" PER (R2) - �_N26'04'10"E `� �•4 ,'58" i `F N81�2 09"w - - - - - - -+ N79*29'09"w *S929, <br />c 70.28'(E) %�° g3.19' ��A 11 N80'05'00',W - „- + - - - E N� •1340» W <br />X SET 1.00 WITNESS CORNER (W.C.) IN SIDEWALK ON ALONG, PROPERTY v �'L 250 32° N88'41 40 W N85 07 20 E 458.22 () 3 w 3j4 p9" ?86 <br />LINE PROJECTION, RADIAL BEARING OR PERPENDICULAR TO CENTERLINE, o <br />1.17" BRASS DISK STAMPED "PLS 7788" Z " C11 R•8¢S ��� 226.71'(E) N10'33'25"E R 60 �f) l \� �0� <br />N44 34 4$ E R t,`� p0' A C8 N70'19'50"W 143.77 (E) \ <br />a "A;- <br />Cl <br />PARCEL 3 <br />106'36'51" R O� `A, <br />N06'40'08"W(R) NO2'57'02"W R SEE SHEET 14 <br />DETAIL D <br />FROM THIS SHEET <br />0 "=100'). <br />CURVE TABLE <br />CURVE # <br />RADIUS <br />DELTA <br />LENGTH <br />C1 <br />35.00' <br />50036'14" <br />30.91' <br />C2 <br />37.00' <br />39051'45" <br />25.74' <br />C3 <br />263.00' <br />6020'39" <br />29.12' <br />C4 <br />882.00' <br />3040'06" <br />56.47' <br />C5 <br />17.00' <br />66014'06" <br />19.65' <br />C6 <br />50.00' <br />166033'50" <br />145.35' <br />C7 <br />65.50' <br />15026'05" <br />17.64' <br />C8 <br />87.00' <br />15026'05" <br />23.44' <br />C9 <br />17.00' <br />68028'27" <br />20.32' <br />C10 <br />50.00' <br />178039'14" <br />155.90' <br />C11 <br />845.00' <br />4040'56" <br />69.05' <br />C12 <br />87.00' <br />11 002'25" <br />16.76' <br />C13 <br />113.00' <br />20053'07" <br />41.19' <br />C14 <br />337.00' <br />5050'41" <br />34.38' <br />061 <br />330.00' <br />1 °15'12" <br />7.22' <br />C62 <br />300.00' <br />16056'35" <br />88.71' <br />C64 <br />2150.00' <br />3043'06" <br />139.53' <br />\R=500.00 A=038'20'30" <br />�L=334.59'(E) <br />T <br />B <br />¢?9p9"H, <br />N80'46'10"W <br />`?6589, 104.00 (E) <br />w <br />w <br />N692930\ \ N84*29'09"W 612.41' <br />-I - <br />i• <br />N83'40 30" W_f <br />G�Sp 103.00' <br />W <br />�7# <br />LINE TABLE <br />LINE # <br />DIRECTION <br />LENGTH <br />L1 <br />N43031'24"E <br />35.49' <br />L2 <br />N4021'12"W <br />104.09' <br />L3 <br />N66055'42"W <br />35.66' <br />L4 <br />N24001'27"W <br />47.92' <br />L5 <br />N25026'47"E <br />34.18' <br />L6 <br />N12°2448"W <br />60.75' <br />L7 <br />N59015'15"W <br />30.66' <br />L8 <br />N7004'52"W <br />162.70' <br />L9 <br />N32018'36"E <br />38.64' <br />L10 <br />N7004'52"W <br />61.17' <br />L11 <br />N7047'40"E <br />60.01, <br />L12 <br />N42054'06"E <br />38.29' <br />L13 <br />N7004'52"W <br />75.40' <br />L14 <br />N84051'55"W <br />84.25' <br />L15 <br />N79043'32"W <br />55.36' <br />L16 <br />N75039'02"W <br />55.36' <br />L17 <br />N71 °34'31 "W <br />55.36' <br />L18 <br />N69047'28"W <br />48.64' <br />L19 <br />N31008'38"E <br />10.00' <br />L20 <br />N85007'20"E <br />72.26' <br />L21 <br />N85007'20"E <br />59.49' <br />LINE TABLE <br />LINE # <br />DIRECTION <br />LENGTH <br />L22 <br />N67051'48"E <br />36.60' <br />L23 <br />N68051'23"W <br />10.00' <br />L24 <br />N54010'25"W <br />129.50' <br />L25 <br />N68055'19"E <br />61.84' <br />L26 <br />N7004'52"W <br />44.78' <br />L27 <br />N24001'27"W <br />49.05' <br />L28 <br />N65058'33"E <br />123.32' <br />L29 <br />N7004'52"W <br />135.88' <br />L30 <br />N0009'02"E <br />54.78' <br />L31 <br />N20048'55"E <br />100.00' <br />L32 <br />N69011'05"W <br />125.15' <br />L33 <br />N69011'05"W <br />100.00' <br />L34 <br />N20048'55"E <br />53.00' <br />L35 <br />N83013'16"W <br />61.85' <br />L36 <br />N20048'55"E <br />85.74' <br />L37 <br />N69011'05"W <br />137.73' <br />L38 <br />N20048'55"E <br />16.00' <br />L39 <br />N53008'16"W <br />83.02' <br />L45 <br />N20010'42"E <br />34.86' <br />L117 <br />N7004'52"W <br />52.26' <br />SHEET 7 OF 15 <br />