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<br />EAST 330.00'
<br />61 DETAIL B
<br />55.00' _ SEE SHEET 11 — 330.00'
<br />410.00'(M -B)
<br />MARINA DRIVE EAST 455.00'(M -M)
<br />EAST 977
<br />PARCEL 5
<br />TRACT 3908(R22)
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<br />DETAIL A o I—
<br />SEE SHEET 11 �' 25.00'
<br />PARCEL C
<br />O
<br />2,308 S.F. ciI
<br />11)
<br />T rruell
<br />1 RIVER ISLANDS - STAGE 2A
<br />VILLAGE T
<br />A PORTION OF RANCHO EL PESCADERO, BEING
<br />A SUBDIVIDION OF PARCEL 4 OF TRACT 3908 (43 M&P 52),
<br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA
<br />SEPTEMBER 2018
<br />I
<br />-ENGIN-E-ERING
<br />IN
<br />C7
<br />T*S3'W?Y.4E.°MbY�—. 'W.6C vAE`519 - I
<br />0 20' 40' 80'
<br />C) SCALE: 1" = 40'
<br />v I
<br />1 LEGEND
<br />I
<br />m oo r=
<br />C) ® MONUMENT TO BE SET PER (R22)
<br />O `o z
<br />C SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788"
<br />(If 0MONUMENT TO BE SET PER (R11) ANf
<br />Z MONUMENT TO BE SET PER (R17)
<br />w b�
<br />FOUND 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" PER (1322),
<br />cc- UNLESS OTHERWISE NOTED 11� O o SET 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" 1
<br />U) SET 3.00' WITNESS CORNER (W.C.), UNLESS OTHERWISE NOTED, MEASURED
<br />O ALONG LOT LINE, RADIAL LINE OR PERPENDICULAR TO STREET CENTERLINE
<br />AS NOTED. 3/4" x 24" IRON PIPE W/ PLASTIC PLUG "PLS 7788"LLj
<br />R
<br />in 200.00'(R1) MEASURED AND RECORD DATA PER REFERENCE (R1)
<br />(R1) DENOTES REFERENCE (R1)- SEE REFERENCE LIST ON SHEET 2 I
<br />(M -M) MONUMENT TO MONUMENT
<br />(M -B) MONUMENT TO BOUNDARY
<br />(T) TOTAL
<br />(B) BOUNDARY
<br />P.U.E. PUBLIC UTILITY EASEMENT
<br />S.D.E. STORM DRAIN EASEMENT EEE
<br />W.E. WALL EASEMENT
<br />LOT LINE
<br />--- RIGHT-OF-WAY LINE
<br />BOUNDARY
<br />1 TRACT - - - - - - - - EASEMENT LINE
<br />3834 (R l 1) CENTERLINE
<br />///////////// RESTRICTED ACCESS
<br />�- 45' 45'
<br />J o NOTES
<br />u') 1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE
<br />CD
<br />SIDEWALK 1.00' INTO THE RIGHT-OF-WAY, ALONG PROLONGATION OF
<br />45.00' EAST SIDE LOT LINES, OR AS NOTED. IN
<br />- 2. 5/8" REBAR WITH CAP "PLS 7788" TO BE SET AT ALL REAR LOT E
<br />E 675.00'(M-M)(R16)
<br />CORNERS, UNLESS OTHERWISE NOTED.
<br />r, 3. SEE SHEET 2 FOR ADDITIONAL NOTES AND REFERENCES.
<br />'71ob 1 4. SEE SHEET 3 FOR BASIS OF BEARINGS. gg
<br />b ;n 1 5. SEE SHEET 11 FOR LINE AND CURVE TABLES.
<br />G
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<br />----- � N s
<br />45'
<br />N87'50'03"w R SHEET OF 'I "I E
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