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 />
|