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R=2101,00' 6=5'07'38" L=187.92'(M-M)(R2) <br />-- <br />1 <br />cp <br />NO3'22'35'E(R) <br />17.19' ®8�9"W N89'30'51"W <br />37.00' �� ,`� BY 3' W.C.98.81------ ------ <br />47.00' 47.00' <br />YFiAC 33J 15.75' <br />(n3) 3' BY 3' W.C. o <br />3' WALL 8.84' 52 0 0 <br />EASEMENT -L13 7'997 S.F. Q 50 <br />r� <br />-3' BY 3' W.0 4,747 S.F. <br />N <br />n51 <br />i� D -A07'47'.36 �\ � 4,872 S.F. Z <br />w �'„ L=214.7p7.9 Oj z _SEE DETAIL C z <br />w vti� ON SHEET 10 0 <br />" o o E`V) • _ _ 5.31'-1 -- - - - <br />9 5 Pes- <br />o v C e C18 47.00' <br />z r 50Q C3(T) <br />L, I P N65'51'29"E(R) I J M o <br />�I <br />C31 �� -C32 <br />�t1 <br />A=2'4143" L=108.48'(M M) Rte- - <br />�� <br />\\ R=2306.00' <br />o \NO2°41'43"E(R) <br />0 <br />SEE: SHEET 8 <br />� z <br />EAST <br />t47.00' <br />3' WALL <br />EASEMENT <br />v, <br />0 <br />0 <br />49 <br />4,747 S.F. <br />0 <br />0 <br />47.00' <br />Lo <br />971 <br />0 <br />0 <br />48 <br />4,747 S.F <br />0 <br />z <br />EAST" 1047.31'(M-M)(R2) <br />Raffia:ilbow"I s1916AWT VA <br />47.00' <br />0 <br />0 <br />47 <br />x 4,747 S.F, <br />0 <br />Z <br />P/ n <br />r , nriCL r <br />- 47.00' - -- 47.00' - I _ - 47.00' - <br />EAST 240.31'(B) 860.99'(T) <br />47.00' f <br />3' BY 3') <br />W.C. <br />^I <br />46 <br />s 4,747 S.F.z <br />�I <br />o cj� <br />z �I <br />3' WALL) <br />EASEMENT <br />- - 47.00 <br />20.00' <br />L <br />o <br />0 <br />-1 <br />it1 <br />0 <br />-17 <br />Lj <br />H <br />c <br />ckf <br />0 <br />CL,z <br />W.C. WITNESS CORNER <br />20.00' <br />i <br />TRACT 3995 <br />RIVER ISLANDS STAGE <br />VILLAGE T <br />A PORTION OF RANCHO EL PESCADERO, BEING <br />A SUBDIVISION OF PARCELS 1 THROUGH 5 OF TRACT 3994 (43 M&P 60), <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />NOVEMBER 2019 <br />-�I <br />N ENGIN-E-Ei:Kl NG <br />0' 20' 40' 80' <br />------ SCALE: 1" = 40° <br />LEGEND <br />-13 <br />7r;AC1139J% (r;%) <br />GRINNELL STREET <br />0 MONUMENT PER (R3) <br />MONUMENT PER (R4) <br />MONUMENT PER (R5) <br />MONUMENT PER (R7) <br />1 2-1/2" BRASS DISK STAMPED "PLS 7788" TO BE SET PER (R3) <br />• FOUND 3/4" IRON PIPE W/ PLASTIC PLUG "PI -S 7788" PER (R4), <br />UNLESS OTHERWISE NOTED <br />SET 3.00' WITNESS CORNER (W.C.), UNLESS OTHERWISE NOTED, MEASURED <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 />(Rt) DENOTES REFERENCE (Rl)- SEE REFERENCE LIST ON SHEET 2 <br />(M -M) <br />(B) <br />(T) <br />MONUMENT TO MONUMENT <br />BOUNDARY <br />TOTAL <br />- CENTERLINE <br />/////// J -Z -Ll RESTRICTED ACCESS <br />(1 EASEMENT REFERENCE NUMBER - SEE SHEET 3 <br />o DENOTES 1.17" BRASS DISK STAMPED "PLS 7788" <br />// ON 1 FOOT OFFSET PER (R4) <br />02 DENOTES,5/8" REBAR WITH CAP "PLS 7788" PER (R4) <br />NOTES <br />1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE <br />SIDEWALK 1.00' INTO THE RIGHT-OF-WAY, ALONG PROLONGATION OF <br />SIDE LOT LINES, OR AS NOTED. <br />2. 5/8" REBAR WITH CAP "PLS 7788" TO BE SET AT ALL REAR LOT <br />CORNERS, UNLESS OTHERWISE NOTED. <br />3. SEE SHEET 2 FOR ADDITIONAL NOTES AND REFERENCES. <br />4. SEE SHEET 3 FOR BASIS OF BEARINGS. <br />5. SEE SHEET 10 FOR LINE AND CURVE TABLES. <br />SHEET 9 OF 10 <br />= 3- 11LI I+ <br />P.U.E. PUBLIC UTILITY EASEMENT <br />EAST 240.31'(M-M)(R4) <br />EAST 352.00'(M-M)(R4) <br />- - _ _ _ - - <br />*- -_. - - _- <br />W.C. WITNESS CORNER <br />T- <br />C/) <br />GRINNELL COURT cc_- <br />o <br />LOT LINE <br />LLJ <br />Luo <br />RIGHT-OF-WAY LINE <br />Qcc <br />p <br />BOUNDARY <br />ME <br />- -- -- - - - - - EASEMENT LINE <br />- CENTERLINE <br />/////// J -Z -Ll RESTRICTED ACCESS <br />(1 EASEMENT REFERENCE NUMBER - SEE SHEET 3 <br />o DENOTES 1.17" BRASS DISK STAMPED "PLS 7788" <br />// ON 1 FOOT OFFSET PER (R4) <br />02 DENOTES,5/8" REBAR WITH CAP "PLS 7788" PER (R4) <br />NOTES <br />1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE <br />SIDEWALK 1.00' INTO THE RIGHT-OF-WAY, ALONG PROLONGATION OF <br />SIDE LOT LINES, OR AS NOTED. <br />2. 5/8" REBAR WITH CAP "PLS 7788" TO BE SET AT ALL REAR LOT <br />CORNERS, UNLESS OTHERWISE NOTED. <br />3. SEE SHEET 2 FOR ADDITIONAL NOTES AND REFERENCES. <br />4. SEE SHEET 3 FOR BASIS OF BEARINGS. <br />5. SEE SHEET 10 FOR LINE AND CURVE TABLES. <br />SHEET 9 OF 10 <br />= 3- 11LI I+ <br />