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<br />12
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<br />TF-1ACT 3831
<br />RIVER ISLANDS - PHASE 1 d
<br />VILLAGES J & K
<br />A PORTION OF RANCHO EL PESCADERO, BEING
<br />A SUBDIVISION OF PARCELS 1 THROUGH 3 OF TRACT 3895 (42 M&P 89)
<br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA
<br />OCTOBER 2017
<br />u-EN G1N-Ef{1NG
<br />s
<br />Lu 0 15' 30 60'
<br />I_LI
<br />rJ7 SCALE: 1” = 30'
<br />LEGEND
<br />Qo SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788"
<br />II
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<br />MONUMENT TO BE SET PER (R5)
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<br />200.00'(R1)
<br />C4r
<br />(Rt)
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<br />(M -M)
<br />MONUMENT TO MONUMENT
<br />(B)
<br />BOUNDARY
<br />CL
<br />CENTERLINE
<br />J
<br />(R)
<br />RADIAL BEARING
<br />I
<br />I
<br />�
<br />- —
<br />I
<br />— 45.00'
<br />-
<br />45.00'
<br />I
<br />PUBLIC UTILITY EASEMENT
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<br />- - - - - - - EASEMENT LINE
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<br />CENTERLINE
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<br />WITNESS CORNER ON 3 FOOT OFFSET ALONG THE SIDE PROPERTY LINE PER (R5)
<br />c"
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<br />02
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<br />5/8" REBAR WITH CAP "PLS 7788" PER (R7)
<br />PHP)lG L 8
<br />(F37)
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<br />rra r�r� (r) /)
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<br />I � c,+
<br />I 16
<br />3' D.E. 9,642 S.F.
<br />V-& S.E.
<br />z I
<br />SEE SHEET 5
<br />p 14
<br />19
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<br />E..5Z.15.(g� Q 27.37 24 60'
<br />N1511' 46 30 94 3
<br />N
<br />PARCELI
<br />0.96 AC t
<br />,w
<br />N, 15
<br />6,480 S.F.
<br />16
<br />6,180 S.F. `p
<br />10 P �•
<br />25 a3 0
<br />p=12'22'11"
<br />I =107.95'
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<br />SLOPE AND I �18(R, v
<br />DRAINAGE
<br />EASEMENT
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<br />(p)
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<br />r„\ r 12 )
<br />nA MKS n-�
<br />F�
<br />12
<br />PARCEL—9
<br />1.71 AC t
<br />161
<br />10
<br />43 -IG U
<br />TF-1ACT 3831
<br />RIVER ISLANDS - PHASE 1 d
<br />VILLAGES J & K
<br />A PORTION OF RANCHO EL PESCADERO, BEING
<br />A SUBDIVISION OF PARCELS 1 THROUGH 3 OF TRACT 3895 (42 M&P 89)
<br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA
<br />OCTOBER 2017
<br />u-EN G1N-Ef{1NG
<br />s
<br />Lu 0 15' 30 60'
<br />I_LI
<br />rJ7 SCALE: 1” = 30'
<br />LEGEND
<br />Qo SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788"
<br />OTco
<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
<br />NOTED.
<br />2. 5/8" REBAR WITH CAP "PLS 7788" TO BE SET AT ALL REAR LOT CORNERS,
<br />UNLESS OTHERWISE NOTED.
<br />3. SEE SHEET 2 FOR ADDITIONAL NOTES AND REFERENCES.
<br />4. SEE SHEET 3 FOR EXISTING EASEMENTS AND BASIS OF BEARINGS.
<br />5. SEE SHEET 9 FOR LINE AND CURVE TABLES.
<br />SHEET 0 OF li
<br />e�
<br />MONUMENT TO BE SET PER (R7)
<br />o
<br />SET 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788"
<br />MONUMENT TO BE SET PER (R4)
<br />MONUMENT TO BE SET PER (R5)
<br />SET 3.00' WITNESS CORNER (W.C.), UNLESS OTHERWISE NOTED, MEASURED
<br />_
<br />ALONG LOT LINE, RADIAL LINE OR PERPENDICULAR TO STREET CENTERLINE
<br />AS NOTED. 3/4" x 24" IRON PIPE W/ PLASTIC PLUG "PLS 7788"
<br />3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" TO BE SET PER (R4),
<br />(R5) OR (R7), RESPECTIVELY, UNLESS OTHERWISE NOTED
<br />200.00'(R1)
<br />MEASURED AND RECORD DATA PER REFERENCE (R1)
<br />(Rt)
<br />RECORD DATA PER REFERENCE (R1)- REFER TO REFERENCE LIST ON SHEET 2
<br />(M -M)
<br />MONUMENT TO MONUMENT
<br />(B)
<br />BOUNDARY
<br />CL
<br />CENTERLINE
<br />(R)
<br />RADIAL BEARING
<br />(T)
<br />TOTAL
<br /><-0
<br />D.E.
<br />DRAINAGE EASEMENT
<br />'
<br />P.U.E.
<br />PUBLIC UTILITY EASEMENT
<br />Lij
<br />LLJ
<br />S.E.
<br />SLOPE EASEMENT
<br />S
<br />LOT LINE
<br />L1J
<br />- - --- RIGHT-OF-WAY LINE
<br />LLJ
<br />C/)
<br />BOUNDARY
<br />-
<br />- - - - - - - EASEMENT LINE
<br />CENTERLINE
<br />OA DENOTES
<br />WITNESS CORNER ON 3 FOOT OFFSET ALONG THE SIDE PROPERTY LINE PER (R5)
<br />© DENOTES WITNESS CORNER ON 3 FOOT OFFSET ALONG THE SIDE PROPERTY LINE PER (R7)
<br />iQ
<br />5/8" REBAR WITH CAP "PLS 7788" PER (R4)
<br />02
<br />5/8" REBAR WITH CAP "PLS 7788" PER (R5)
<br />Q
<br />5/8" REBAR WITH CAP "PLS 7788" PER (R7)
<br />®
<br />1.17" BRASS DISK STAMPED "PLS 7788"
<br />WITNESS CORNER ON 1.0' OFFSET PER (R7)
<br />50
<br />3/4" IRON PIPE WITH CAP "PLS 7788" PER (R7)
<br />©
<br />1.17" BRASS DISK STAMPED "PLS 7788" WITNESS
<br />CORNER ON 1.0' OFFSET PER (R5)
<br />7Q
<br />3/4" IRON PIPE WITH CAP "PLS 7788" PER (R4)
<br />OTco
<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
<br />NOTED.
<br />2. 5/8" REBAR WITH CAP "PLS 7788" TO BE SET AT ALL REAR LOT CORNERS,
<br />UNLESS OTHERWISE NOTED.
<br />3. SEE SHEET 2 FOR ADDITIONAL NOTES AND REFERENCES.
<br />4. SEE SHEET 3 FOR EXISTING EASEMENTS AND BASIS OF BEARINGS.
<br />5. SEE SHEET 9 FOR LINE AND CURVE TABLES.
<br />SHEET 0 OF li
<br />e�
<br />
|