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RIVER ISLANDS PARKWAY <br />N29'32'00"W 472.35'(M-BC)(R2) N29'32'00"W 180.52'(M -M) <br />405.35' 1 67' 67' 113.52' <br />I I I <br />to to of <br />Ic� Ic� C�I <br />I C) I I <br />N29'32'00"W 113.52' <br />PARCEL E <br />TRACT 3908(R2) <br />N44'44'1 <br />PARCEL 10 (R4)(R5) <br />37.00' Il 37.00' <br />DETAIL C <br />SEE SHEET 11 <br />i <br />OIC. <br />CI <br />M <br />x- O <br />K O <br />0 <br />U N <br />i <br />0 <br />C:>f <br />06 <br />w <br />0 <br />0 <br />co <br />N <br />0 <br />z <br />I <br />rn <br />r <br />i <br />W <br />Z <br />Lu <br />¢ <br />z <br />C) <br />I <br />I <br />30.00' 1 30.00' <br />Lo <br />i17 <br />co <br />co <br />w <br />0 <br />O <br />00 <br />N <br />O <br />2M <br />z <br />9 <br />N29'32'00"W 97.66' <br />10' P_U.E.� <br />/ ,14.88' <br />Ny15i 5 00`�l <br />50. <br />50.25 - <br />z z <br />�o 0 <br />L4 - o <br />N N <br />� rn <br />4,943 S.F. <br />13 <br />L22 C14 <br />�I <br />0 <br />rnof <br />J NJ <br />R=2100.00' :26� L=974.50'(M - �- <br />A=24'43'57" L=906.50' <br />7„ <br />PARCEL A <br />5 13 F <br />TRPLT 401 <br />RIVER ISLANDS - S-rAGE 2A <br />VILLAGE W1 <br />A PORTION OF RANCHO EL PESCADERO, BEING <br />A SUBDIVISION OF PARCEL 9 OF LLA -19-99, <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />O� AUGUST 2019 <br />ot", ; Min' <br />EN G1N-E-EfF I NG <br />N30'38'18"W N31'56'59"W N33'20'58"W <br />---- 56-77 MERLIN STREET <br />50.00' <br />50.00' � <br />3' WALL 3' BY 3' pig N54'46'43'E R <br />EASEMENT N W.C. do R_2228.00' <br />2 N 4 �"' 6=6.20149 <br />" L=246.8 <br />4,910 S.F. , 5,923 S.F. I <br />N <br />3I <br />4,910 S.F. (o 5' P.U.E. o P I ®' <br />o 9)- _ rn - - <br />o 0o N33°34'11"W R - 42,97' m <br />-00---0 I <br />C" O <br />C17 <br />C15 C16 o�N56'30'17"E(R) o <br />R=2281.00' 4=3'57'43" L=157.73' T <br />o i N54'46'43''E(R)II <br />ORION COURT 1 C78 <br />v_ <br />1�11� <br />N29 32 00 W 83.97 A=3'57'43" L=159.80' -C77 I <br />p=4'21'22" L=175.70' IoI <br />o l R=2311.00' 4=5'41'17" L=229.43'(M-M) 10Io � <br />N29'32'00"W83.97' MII R-234100' A=4'21'22" L=177.98' <br />8"EI <br />�Q <br />r------------N56'O6'3I I <br />I o 30.00' <br />I <br />c: I <br />o I I r I n <br />0 <br />0 <br />cV <br />w <br />0 <br />0 <br />00 <br />N <br />O <br />z <br />I <br />- - - - - N29'32'00"W 95.52' - - <br />o � o <br />MIDDLEBURY DRIVE <br />o �I <br />[ifN29'32'00"W 85.00' I - 95.52' <br />85.00'(B -CL INTX) N29'32'00"W 180.52'(CL INTX-M) <br />o I <br />C> <br />PARCEL 4 <br />SEE SHEET 10 <br />I I <br />I I <br />w I <br />I Ln M I <br />I 4': W I <br />I � - m c I <br />I olL m <br />PARCEL 1 <br />1.829 AC I o I <br />I � I <br />I � I <br />I I <br />I I I <br />5' <br />I I <br />a o 30.00' <br />C) 1\156'01'58"E R <br />---1------- �- �I <br />I <br />VLA <br />R=2538.00'=4'26 02" L=19b.41 o <br />to�I <br />0 <br />o R=2568.00' _ C79 <br />A=1'47'17" L=80.14'(M-M) A=2'38'45" L=118.59_ <br />R=2568.00 3'54'00" L=174.80' M -M) <br />I I N58-40'43"E(R)i <br />I N z I <br />G� o __---- <br />�---o Flo ---- --- <br />w 33 32 <br />PARCEL 434 <br />°- - - <br />GEMINI COURT SEE SHEET 7 <br />LOT LINE <br />RIGHT-OF-WAY LINE <br />BOUNDARY <br />EASEMENT LINE <br />CENTERLINE <br />RESTRICTED ACCESS <br />O 1.17" BRASS DISK STAMPED "PLS 7788" <br />ON 1 FOOT OFFSET PER (R3) <br />O2 5/8" REBAR WITH CAP "PLS 7788" PER (R3) <br />O1 EASEMENT REFERENCE NUMBER - SEE SHEET 3 <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 EXISTING EASEMENTS AND BASIS OF BEARINGS. <br />5. SEE SHEET 11 FOR LINE AND CURVE TABLES. <br />SHEET 6 OF I I <br />r <br />0' 20' 40' 80' <br />SCALE: 1" = 40' <br />LEGEND <br />Qo SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" <br />MONUMENT PER (R2) <br />Q MONUMENT PER (R3) <br />o SET 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" <br />SET 2-1/2" IRON PIPE WITH PLASTIC PLUG "PLS 7788- <br />2-1/2- IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (133) <br />3/4" IRON PIPE 'NTH PLASTIC PLUG "PLS 7788" PER (R2) AND <br />(133), RESPECTIVELY, 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 WITH PLASTIC PLUG "PLS 7788" <br />200.00'(R1) MEASURED AND RECORD DATA PER REFERENCE (R1) <br />(R1) DENOTES REFERENCE (R1)- SEE REFERENCE LIST ON SHEET 2 <br />(M -B) MONUMENT TO BOUNDARY <br />U) <br />rnr <br />m <br />(M -CL INT) MONUMENT TO CENTERLINE INTERSECTION <br />(M -M) MONUMENT TO MONUMENT <br />_ <br />rn <br />(T) TOTAL <br />--1 <br />(B) BOUNDARY <br />� <br />P.U.E. PUBLIC UTILITY EASEMENT <br />S.D.E. STORM DRAIN EASEMENT <br />VLA <br />R=2538.00'=4'26 02" L=19b.41 o <br />to�I <br />0 <br />o R=2568.00' _ C79 <br />A=1'47'17" L=80.14'(M-M) A=2'38'45" L=118.59_ <br />R=2568.00 3'54'00" L=174.80' M -M) <br />I I N58-40'43"E(R)i <br />I N z I <br />G� o __---- <br />�---o Flo ---- --- <br />w 33 32 <br />PARCEL 434 <br />°- - - <br />GEMINI COURT SEE SHEET 7 <br />LOT LINE <br />RIGHT-OF-WAY LINE <br />BOUNDARY <br />EASEMENT LINE <br />CENTERLINE <br />RESTRICTED ACCESS <br />O 1.17" BRASS DISK STAMPED "PLS 7788" <br />ON 1 FOOT OFFSET PER (R3) <br />O2 5/8" REBAR WITH CAP "PLS 7788" PER (R3) <br />O1 EASEMENT REFERENCE NUMBER - SEE SHEET 3 <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 EXISTING EASEMENTS AND BASIS OF BEARINGS. <br />5. SEE SHEET 11 FOR LINE AND CURVE TABLES. <br />SHEET 6 OF I I <br />r <br />