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444m isi E
<br />NOTES
<br />1. SEE SHEET 2 FOR REFERENCES.
<br />2. SEE SHEET 3 FOR BASIS OF BEARINGS AND LEGEND.
<br />3. SEE SHEET 5 FOR LINE AND CURVE TABLES.
<br />N
<br />0' 30' 60' 120,
<br />SCALE, 1' = 60'
<br />PARCEL H
<br />(R2)
<br />N79'31�31"W _NTT
<br />_. N81'04' S1"W �
<br />14' 68.08'
<br />65. z ?
<br />N81'10'00"W 2`�6'0 �! 64.00' o0
<br />» ' 64.00' 163 1
<br />SET 3 X3 W.C. " N80'39 21 W o o _
<br />N74'S5 32 W 64.00 164 m 7 317 �' S'
<br />64.00' z 64.00 z 0 165 -° $a 7,165 S.F.
<br />�+ a Oa C rn
<br />CA 00.
<br />"- 167 $ 7 604 rn
<br />7,104 rn j S.F. j
<br />PARCEL 1 w o 168 $a 7104 S.F. $ $ $
<br />_ S.F. _
<br />(R 2) W 170 rn
<br />7, 608 a; 75104 j S.F. $ o _ _ _ - - -
<br />�- _ 10 C21
<br />N 7,914 S.F. `$ T - 64.00'
<br />M S.F. o $ - - -, - r ' W' 341.a1' MI
<br />_ 64.00 00 0 -
<br />z -T - - 64.00� N81'10'00 Q
<br />- - - - - -C29 39.71 , »W 341.a1'(M-M) -
<br />- C30 N81"10 00 , MI
<br />131(T) T` _ ,
<br />BRADB�RY AVENUE C1"'�
<br />N662947" Ito - _ _ _
<br />_• 63. W 0 87
<br />R=658.00' _ A=14'40'14" L=168.48'(M-M) 0 " 341.81'
<br />59' • • N81'10 00 W C19 0
<br />fi4.QQ - co N
<br />c o 177 7,369
<br />z z zo 176 S. 7,145 S.F.
<br />60' aoc og 175 S. 7,104 r^ S.F.
<br />' 0 174 $: 7104 r^ S F o0
<br />UNIT 1
<br />TRACT 4155
<br />(R2)
<br />PARCEL C
<br />(R2)
<br />37'03"W _
<br />55.31'
<br />S.F.
<br />N75'54'26"W-
<br />N7411'49�
<br />9'11W
<br />N70'46'34'W
<br />N69103'57"W
<br />�
<br />55.31
<br />z
<br />55.31
<br />z
<br />55.31
<br />b
<br />55.31 1 55.31'
<br />N6771'19" W
<br />'9
<br />b
<br />,
<br />55.31
<br />62
<br />m
<br />m
<br />160
<br />n
<br />159
<br />W
<br />158
<br />-�
<br />156
<br />949 �-
<br />5 949
<br />,
<br />S.F.
<br />5,949
<br />S.F.
<br />5,949
<br />S.F.
<br />1
<br />5 949 ;�
<br />5,949 = '
<br />N
<br />5,949 W
<br />-
<br />S.F.
<br />S.F. CN
<br />a
<br />S.F.CN
<br />g
<br />go0
<br />0o
<br />Do
<br />oQ
<br />o
<br />TRACT 4246
<br />RIVER ISLANDS -PHASE 2
<br />WEST VILLAGE UNIT 3
<br />A PORTION OF RANCHO EL PESCADERO, BEING A
<br />SUBDIVISION OF PARCELS 1 THROUGH 4 OF TRACT 4221 (44 M&P 132),
<br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA
<br />JANUARY 2025
<br />- ■ i
<br />FD.3'W.C. -EN01N-EER1N0
<br />PER (R4)
<br />]55 154
<br />1'
<br />Z N Z
<br />_ - _ Z N
<br />C22 C23 �`24 C2� ` _' C� � 4=2.56'28
<br />R=1742.00 A=14'40 00 L=445.92 - "
<br />L=89.42,
<br />- R=1712.00' A=17'36'28" L=526.12'(M-M)
<br />o
<br />rn
<br />179 m 180
<br />5,984 5,984
<br />v
<br />S.F. S.F.
<br />o
<br />o
<br />A=14'05'23-
<br />L=413.62'
<br />0
<br />0
<br />o
<br />b
<br />181
<br />5,984
<br />v
<br />^
<br />182
<br />5,984
<br />;o
<br />183
<br />5,98, W
<br />184 ..
<br />W
<br />S.F.
<br />M
<br />S.F.
<br />:It
<br />S.F. M
<br />5,984 150
<br />S.F. 04
<br />r
<br />rn
<br />p
<br />110
<br />0 173 g 7,104 S.F. f 52.00' S2.01 52.01 52.01' 52.01' . z
<br />z s , 64.00 » » 52.01
<br />kLl 171 172 rn 7,104 rn S.F. $ 64'00 N79'37'30"W N77'30 34 W N7536 46 W N73'42 57 W N7149 09 W N69�5'20"W N68 Ol- 3- 2��
<br />7 637 7,372 S.F. $ 64.00 "
<br />rn S.F. S.F.o 64.00' N81'0812 W PARCEL A
<br />P.U.E. � q 0 64. $ 64.00 N81'16W'# 256.00' TRACT 4221 (R4)
<br />z 69.15 P.U.E.
<br />(R4) 74.33' " - (R4) " " " "
<br />� N75'50'32"W N80.2715 W _. N80'33'22 W N78'28'11"W N76'18 01 W�74'07 51 W N71'S8 54 W N69'S1'11"W
<br />57 21 57.21' Z 57.2156.13' g 56.13'
<br />Go
<br />M
<br />0
<br />(V
<br />w
<br />0
<br />to
<br />�I
<br />z
<br />R=1742.00'
<br />N6333'32aW
<br />R=1682.00' S I '�44 53_(M_M)
<br />-�--
<br />L=103.28' 1
<br />149 ]48
<br />147
<br />UNIT 2
<br />TRACT 4221
<br />(R4)
<br />146
<br />56.13 z ? o _
<br />»W 318.06 53.00 o g
<br />N81'10 00 53 ' z N -I -
<br />uw 53.00 z $ Q, o
<br />00
<br />Z ,"W "I'm '44"W .'� 53.00' z 53. z a o° o o w m 188 rr' 187 -J 186 185 W 14 0
<br />N76'38 uj
<br />�„� 53.00 0 0 - 189 L _ --
<br />'l' S2.00' 52.00 z - °0 °;, -fl � 190 6,107 6,107 6,107 - 5,992 :� 5,992 139 13a
<br />o $. 192 $' m 191 m 6,049 j S.F. j S.F. S.F. SCID.F. 0) S.F. ,N- 137
<br />o S 193 r" 5 883 5,883 S.F.o z z
<br />� �! o $ m 194 r^ 5,883 S.F. $ $ g - ---- ---- --,__ 2 136 135
<br />P.U.E. N N �. _
<br />lc 196 rn 5,883 S.F. o S.F. g 13.1'_ -- - C� �8 C9 G10 Cll _ 134
<br />m (R4) 198 197 5,883 5S883 8 S.F. S - - - �3:OOT - C6 R=1400.00 A=12'22 41 L=302.45 4=5.13'47" L=127 79,
<br />_ 6,085 S.F. $ - .00 R=140 '
<br />_ 0.00
<br />S.FO S.F. - - _ _ _ T' - - 53.C� 5 �' M - R=1370.00-A=1T36 28" L=4_21.02'(T)
<br />o $ 10.19' -' S3'�' »W 341.81 O� - A=17'05'00" L=408.48'(M-M)
<br />53.00N81"10 00 _
<br />N66'29'47"W - - - C38 " 341.81'(M-M) - o , " _ L1(R) -Q N63•33� "
<br />C37N81'10 00 W I M R=13 C04.0_0 A=1109C26 L=260.9C2 - - �1 (M_M)--1�05
<br />-� 32 W 144.53'(M_M) j
<br />123.21'(M-M) C39(T)j AMBASSADOR ROAD - _ _
<br />»W 215.00, , _C5 - - -" (R)3 (R)2 (R)1 •Q--
<br />• - • N81'10 00 , �3.5L R 5 - R 4 -
<br />132 R=1000.00' 6=140 0'14- L=256.05'(M-M) - � � - _ �3.� - - - Go 0 0.70 n M ^ o _
<br />cr _CN
<br />N 204 205 206 207 '
<br />of w 202 w fi 5039 w 6,688 0 6,852 w 6,910 6,863 w
<br />200 201 0 � 6,294 S.F. S.F. S.F. S.F. Cl S.F. o
<br />.� , w 199 w w 6,306 a S.F. co to `r Co 131
<br />60 0 0 6,328 o S.F. 'o o CID� o :o
<br />6,379 S.F. -cco co Z z z z
<br />S.F.cn z z z
<br />co
<br />z z
<br />0 25
<br />`R z
<br />00
<br />PARCEL 30 53.00' 52. ' 52.00' 52.00' 52.00'
<br />53.57' 53.1 42 N73'13'50"W 272.25' 130
<br />TRACT 4149 53� N81'35'43"W 203.16'
<br />(R1 )
<br />O CAMBAY PARKWAY
<br />� � w
<br />w
<br />0 0
<br />0
<br />o Z
<br />N I
<br />w
<br />0 0
<br />� J
<br />Z
<br />w
<br />Z m
<br />]29
<br />STALLION RANCH LANE O
<br />106
<br />107
<br />103
<br />87
<br />86 UNIT 1
<br />TRACT 4155
<br />(R2)
<br />35
<br />SHEET 6 OF 6
<br />1111114op 1151 Eo
<br />
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