|
EAST 579.02'(M=M)(Rll)
<br />0
<br />M
<br />62.00
<br />of
<br />0
<br />MI
<br />O
<br />IU-)
<br />37' 37.00'
<br />1 5' P.U.E.--
<br />TRACT 3836
<br />(R11) g
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<br />06o
<br />oM x
<br />od
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<br />af
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<br />15
<br />EAST 490.00((M-M)(R14)
<br />TRACT 3912
<br />(R14)
<br />TRACT 3913
<br />(R15)
<br />26
<br />2
<br />- EAST 490.00'(M-M)(R14)
<br />SOLANO DRIVE
<br />I
<br />37.00'
<br />o
<br />EAST 508.00'(M-M)(R11)
<br />391.00'
<br />EAST 391.00'(T)
<br />274.00'(B)
<br />GARDEN FARMS AVENUE
<br />EAST 534.00'(M-M)(Rll) -
<br />�55.00' o
<br />to
<br />M O
<br />\I o
<br />w
<br />22.00'
<br />I
<br />43.00'
<br />-=
<br />z _,.-
<br />41 00'
<br />MC" M
<br />42.00'
<br />00'
<br />55.05.00' �
<br />41.00'
<br />of
<br />0
<br />-.
<br />43.00'
<br />rnI
<br />42.00'_
<br />._"
<br />, 6 43.00'
<br />30'
<br />v
<br />0
<br />41.00'
<br />(R16)
<br />V
<br />Q
<br />33.00'
<br />ea
<br />l?
<br />-
<br />-
<br />- - -
<br />-
<br />-
<br />10' P.U.E.
<br />-
<br />- - - -
<br />-
<br />- - -
<br />-
<br />- - - -
<br />-
<br />- - -
<br />0
<br />O
<br />Z
<br />0
<br />o
<br />14.14'
<br />20
<br />iT
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<br />2
<br />22
<br />z
<br />24
<br />25
<br />o
<br />o
<br />3,854 S.F. (if
<br />4,042 S.F.
<br />1193,854 S.F. �E
<br />0
<br />3,948 S.F.
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<br />3,854 S.F. cof
<br />in
<br />TRACT
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<br />3336
<br />(R11)
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<br />1
<br />2
<br />3
<br />4
<br />5
<br />6
<br />7
<br />1
<br />7
<br />3
<br />0
<br />I
<br />I 4,105 S.F.
<br />4,042 S.F.
<br />3,854 S.F.
<br />3,948 S.F.
<br />z
<br />3,854 S.F.
<br />4,042 S.F.
<br />3,948 S.F.
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<br />EAST
<br />EAST
<br />EAST
<br />EAST
<br />EAST
<br />EAST
<br />EAST
<br />EAST 142.0(((6)
<br />01
<br />I 47.00'
<br />I
<br />43.00'
<br />41.00'
<br />42.00'
<br />41.00'
<br />43.00'
<br />42.00'
<br />Qj 43.00'
<br />Qj
<br />41.00' _
<br />Qj
<br />43.00'
<br />13
<br />I
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<br />ao
<br />o
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<br />0
<br />0
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<br />0
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<br />I 8
<br />9
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<br />10
<br />11
<br />12
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<br />13
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<br />14
<br />d
<br />15
<br />16
<br /><r
<br />17
<br />o
<br />Z
<br />b
<br />4,106 S.F.
<br />4,042 S.F.
<br />3,854 S.F.
<br />�
<br />3,948 S.F.
<br />3,854 S.F.
<br />4,042 S.F.
<br />3,948 S.F. 4,042 S.F.
<br />3,854
<br />S.F.
<br />3,992 S.F.
<br />O
<br />I
<br />0
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<br />0
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<br />�hp-2
<br />P.U.E.
<br />�
<br />-----
<br />----
<br />------------
<br />110'
<br />-
<br />-33-.0.0-'2.
<br />1414'
<br />-
<br />43.00'
<br />41.00'
<br />42.00'
<br />41.00'
<br />43.00'
<br />42.00
<br />41-.00-'
<br />_
<br />-__
<br />_
<br />a
<br />u-;
<br />Lo
<br />I
<br />41.00'
<br />of
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<br />MC" M
<br />�= C
<br />00'
<br />55.05.00' �
<br />37.00'.
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<br />0
<br />o
<br />rnI
<br />------
<br />22.00'
<br />30'
<br />30.00' 10' P.U.E.
<br />- PER
<br />�
<br />(R16)
<br />5.66'
<br />m
<br />13
<br />3
<br />47.00'
<br />I
<br />30' 30.00'
<br />I o ®22.00' �* 41.00'
<br />Lo
<br />to
<br />M
<br />55.00'
<br />4
<br />PLUMAS DRIVE
<br />EAST 391.00i(B)
<br />EAST 508.OY(M-M)
<br />391.00'
<br />396.00'
<br />EAST 396.00'(T)
<br />L
<br />uo
<br />30.00'
<br />I� 1
<br />o o TRACE 3835
<br />0
<br />O M N
<br />00
<br />O
<br />Fx-
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<br />:Ez
<br />Z PARCEL A
<br />1,148 S.F
<br />I
<br />30.00' 30'
<br />0
<br />r Lo
<br />�I u
<br />0
<br />0
<br />- M�55.00'
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<br />b 57.00
<br />01
<br />CI
<br />CD
<br />0
<br />32_00' 32'
<br />PARCEL B
<br />--'1,670 S.F
<br />I
<br />41.00'-
<br />43.00'
<br />41.00'
<br />CD
<br />o
<br />Q
<br />43.00'
<br />Lu
<br />43.00'
<br />37.00'.
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<br />o
<br />�
<br />�
<br />------
<br />-43.00' -
<br />z
<br />I
<br />�
<br />a
<br />5.66'
<br />2
<br />13
<br />o00
<br />47.00'
<br />o
<br />oo Q
<br />M c/)
<br />"2
<br />Qj EAST
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<br />0
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<br />U
<br />20
<br />o
<br />22
<br />z
<br />24
<br />25
<br />o
<br />o
<br />3,854 S.F. (if
<br />4,042 S.F.
<br />1193,854 S.F. �E
<br />4,042 S.F.
<br />3,948 S.F.
<br />I
<br />30' 30.00'
<br />I o ®22.00' �* 41.00'
<br />Lo
<br />to
<br />M
<br />55.00'
<br />4
<br />PLUMAS DRIVE
<br />EAST 391.00i(B)
<br />EAST 508.OY(M-M)
<br />391.00'
<br />396.00'
<br />EAST 396.00'(T)
<br />L
<br />uo
<br />30.00'
<br />I� 1
<br />o o TRACE 3835
<br />0
<br />O M N
<br />00
<br />O
<br />Fx-
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<br />1,148 S.F
<br />I
<br />30.00' 30'
<br />0
<br />r Lo
<br />�I u
<br />0
<br />0
<br />- M�55.00'
<br />o
<br />b 57.00
<br />01
<br />CI
<br />CD
<br />0
<br />32_00' 32'
<br />PARCEL B
<br />--'1,670 S.F
<br />I
<br />41.00'-
<br />43.00'
<br />41.00'
<br />LENGTH
<br />42_00'
<br />43.00'
<br />41.00'
<br />43.00'
<br />37.00'.
<br />5
<br />----
<br />-
<br />------
<br />-43.00' -
<br />- -
<br />rn
<br />-10'
<br />- -
<br />5.66'
<br />2
<br />13
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<br />z
<br />P.U.E.
<br />Of
<br />�z
<br />d
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />0
<br />18 01
<br />�
<br />20
<br />21
<br />22
<br />23
<br />24
<br />25
<br />26
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<br />3,854 S.F. (if
<br />4,042 S.F.
<br />1193,854 S.F. �E
<br />4,042 S.F.
<br />3,948 S.F.
<br />4,042 S.F. tTl:
<br />3,854 S.F. cof
<br />4,042 S.F. lkf
<br />3,846 S.F.
<br />z
<br />Z
<br />Z
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<br />LINE TABLE
<br />LINE
<br />DIRECTION
<br />LENGTH
<br />0
<br />N45'00'00"E
<br />0
<br />0
<br />d
<br />5
<br />6
<br />EAST
<br />rn
<br />L4
<br />rn
<br />rn
<br />L5
<br />N45'00'00"W
<br />35.36'
<br />m
<br />13
<br />z
<br />z
<br />Of
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<br />z
<br />z
<br />Q
<br />m
<br />LINE TABLE
<br />LINE
<br />DIRECTION
<br />LENGTH
<br />L1
<br />N45'00'00"E
<br />35.36'
<br />L2
<br />N45'00'00"W
<br />35.36'
<br />L3
<br />EAST
<br />15.00'
<br />L4
<br />N45'00'00"E
<br />35.36'
<br />L5
<br />N45'00'00"W
<br />35.36'
<br />41.00'
<br />7
<br />43.00' Ill 41.00'
<br />43.00' .... 42.00',
<br />nI EAST 399.0
<br />TRACT 3913 (R15)
<br />43.00' 0 42.00'
<br />EAST 364.72'(TO15)
<br />EAST 419.72'(M-M)(R15)
<br />LINE TABLE
<br />LINE
<br />DIRECTION
<br />0
<br />L6
<br />0
<br />18.74'
<br />a
<br />� 9
<br />50.00'
<br />L8
<br />N45'00'00"W
<br />35.36'
<br />L9
<br />N45'00'00"E
<br />35.36'
<br />L10
<br />N45'00'00"W
<br />35.36'
<br />m
<br />13
<br />z
<br />z
<br />TRACT 3913 (R15)
<br />43.00' 0 42.00'
<br />EAST 364.72'(TO15)
<br />EAST 419.72'(M-M)(R15)
<br />LINE TABLE
<br />LINE
<br />DIRECTION
<br />LENGTH
<br />L6
<br />N30'52'52"E
<br />18.74'
<br />L7
<br />N6614'06"E
<br />50.00'
<br />L8
<br />N45'00'00"W
<br />35.36'
<br />L9
<br />N45'00'00"E
<br />35.36'
<br />L10
<br />N45'00'00"W
<br />35.36'
<br />CURVE TABLE
<br />CURVE
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />Cl
<br />17.00
<br />6614'06"
<br />19.65'
<br />C2
<br />50.00
<br />30'52'52"
<br />26.95'
<br />C3
<br />50.00
<br />120'03'51"
<br />104.78'
<br />43.00' 1 41.00'
<br />0
<br />0
<br />0
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<br />W
<br />of
<br />10
<br />4 11
<br />4
<br />12
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<br />5.72'
<br />43.00' I V 41.00' 1 V 43.00'
<br />SOLANO COURT of
<br />I
<br />CD M
<br />0
<br />o o ~
<br />C) C)
<br />o � z
<br />16 15
<br />TRACT 3913 (R15)
<br />I I
<br />0
<br />0
<br />4
<br />16
<br />74
<br />TRACT 3835
<br />59
<br />V?� 51 E
<br />a+"
<br />TRACT zir
<br />RIVER ISLANDS - PHASE 1 B
<br />VILLAGE O
<br />A PORTION OF RANCHO EL PESCADERO, BEING
<br />A SUBDIVISION OF PARCEL 1 OF TRACT 3836 (42 M&P 84)
<br />AND PARCEL 1 OF TRACT 3913 (43 M&P 34)
<br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA
<br />JULY 2018
<br />�
<br />3=NG1N E-E-R1NG
<br />0 20' 40' 80'
<br />SCALE: 1" = 40'
<br />LEGEND
<br />Qo MONUMENT TO BE SET PER (R15)
<br />o MONUMENT TO BE SET PER (Rll)
<br />�( MONUMENT TO BE SET PER (139)
<br />( MONUMENT TO BE SET PER (R14)
<br />3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" TO BE SET PER (Rll), OR (R14),
<br />RESPECTIVELY, UNLESS OTHERWISE NOTED
<br />200.00' (R1) MEASURED AND RECORD DATA PER REFERENCE (Rt)
<br />(R1) DENOTES REFERENCE (R1)- SEE REFERENCE LIST ON SHEET 3
<br />(M -M) MONUMENT TO MONUMENT
<br />(T) TOTAL
<br />(B) BOUNDARY
<br />P.U.E. PUBLIC UTILITY EASEMENT
<br />1Q DENOTES 5/8" REBAR WITH CAP "PLS 7788" PER (Rll)
<br />Q DENOTES 1.17" BRASS DISK STAMPED "PLS 7788", BEING A WITNESS CORNER
<br />ON 1.00' OFFSET PER (R15)
<br />0 DENOTES 3/4" IRON PIPE, BEING A WITNESS CORNER ON A 3.00 FOOT OFFSET,
<br />TAGGED "PLS 7788" PER (R14)
<br />® DENOTES 5/8" REBAR WITH CAP "PLS 7788" PER (R15)
<br />Q DENOTES 1.17" BRASS DISK STAMPED "PLS 7788", BEING A WITNESS CORNER
<br />ON 1.00' OFFSET PER (Rll)
<br />BOUNDARY LINE
<br />RIGHT-OF-WAY LINE
<br />LOT LINE
<br />EASEMENT LINE
<br />CENTERLINE
<br />RESTRICTED ACCESS
<br />NOTES
<br />1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE SIDEWALK 1.00'
<br />INTO THE RIGHT-OF-WAY, ALONG PROLONGATION OF SIDE LOT LINES, OR AS NOTED.
<br />2. 5/8" REBAR WITH CAP "PLS 7788" TO BE SET AT ALL REAR LOT CORNERS, UNLESS
<br />OTHERWISE NOTED.
<br />3. SEE SHEET 2 FOR ADDITIONAL NOTES.
<br />4. SEE SHEET 3 FOR BASIS OF BEARINGS, AND REFERENCES.
<br />5. SEE THIS SHEET FOR LINE AND CURVE TABLES FOR COURSES SHOWN ON SHEET 6
<br />ONLY.
<br />SHEET 6 OF
<br />'Y 03 - 5 / E'*
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<br />16
<br />74
<br />TRACT 3835
<br />59
<br />V?� 51 E
<br />a+"
<br />TRACT zir
<br />RIVER ISLANDS - PHASE 1 B
<br />VILLAGE O
<br />A PORTION OF RANCHO EL PESCADERO, BEING
<br />A SUBDIVISION OF PARCEL 1 OF TRACT 3836 (42 M&P 84)
<br />AND PARCEL 1 OF TRACT 3913 (43 M&P 34)
<br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA
<br />JULY 2018
<br />�
<br />3=NG1N E-E-R1NG
<br />0 20' 40' 80'
<br />SCALE: 1" = 40'
<br />LEGEND
<br />Qo MONUMENT TO BE SET PER (R15)
<br />o MONUMENT TO BE SET PER (Rll)
<br />�( MONUMENT TO BE SET PER (139)
<br />( MONUMENT TO BE SET PER (R14)
<br />3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" TO BE SET PER (Rll), OR (R14),
<br />RESPECTIVELY, UNLESS OTHERWISE NOTED
<br />200.00' (R1) MEASURED AND RECORD DATA PER REFERENCE (Rt)
<br />(R1) DENOTES REFERENCE (R1)- SEE REFERENCE LIST ON SHEET 3
<br />(M -M) MONUMENT TO MONUMENT
<br />(T) TOTAL
<br />(B) BOUNDARY
<br />P.U.E. PUBLIC UTILITY EASEMENT
<br />1Q DENOTES 5/8" REBAR WITH CAP "PLS 7788" PER (Rll)
<br />Q DENOTES 1.17" BRASS DISK STAMPED "PLS 7788", BEING A WITNESS CORNER
<br />ON 1.00' OFFSET PER (R15)
<br />0 DENOTES 3/4" IRON PIPE, BEING A WITNESS CORNER ON A 3.00 FOOT OFFSET,
<br />TAGGED "PLS 7788" PER (R14)
<br />® DENOTES 5/8" REBAR WITH CAP "PLS 7788" PER (R15)
<br />Q DENOTES 1.17" BRASS DISK STAMPED "PLS 7788", BEING A WITNESS CORNER
<br />ON 1.00' OFFSET PER (Rll)
<br />BOUNDARY LINE
<br />RIGHT-OF-WAY LINE
<br />LOT LINE
<br />EASEMENT LINE
<br />CENTERLINE
<br />RESTRICTED ACCESS
<br />NOTES
<br />1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE SIDEWALK 1.00'
<br />INTO THE RIGHT-OF-WAY, ALONG PROLONGATION OF SIDE LOT LINES, OR AS NOTED.
<br />2. 5/8" REBAR WITH CAP "PLS 7788" TO BE SET AT ALL REAR LOT CORNERS, UNLESS
<br />OTHERWISE NOTED.
<br />3. SEE SHEET 2 FOR ADDITIONAL NOTES.
<br />4. SEE SHEET 3 FOR BASIS OF BEARINGS, AND REFERENCES.
<br />5. SEE THIS SHEET FOR LINE AND CURVE TABLES FOR COURSES SHOWN ON SHEET 6
<br />ONLY.
<br />SHEET 6 OF
<br />'Y 03 - 5 / E'*
<br />
|