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R=2100.00' d=26'35'17" L=974.50'(M-M) - - - <br />d=24'43'57" L=906.50' <br />RIVER ISLANDS PARKWAY <br />_. <br />R=2163.00' 6=24'43'57" L=933.69'(T)_ , - <br />PARCEL A N76'27'30'E R <br />25,013 S.F. <br />ZN52'21'34"E R C86 <br />\_,140.19' T \ C2n R=73.00' d, L� / <br />PJ{R� �_� C21 CN26'45'07"E R ��Cb�• / <br />MERLIN STREET IN50'51'03"E R O/I' <br />p o <br />o N54'46'43"E R o f t o N48'25'54"E R �u <br />0 oM l d=01'30'31" I o Cn <br />d=2'25'09" L=94.07'�-d=2'25'09" L=94.07' m. <br />C84 d=4'13'35" L=164.35' -� C85 Un <br />C.0 I o R=2228.00' 4=6'20'49" L=246.81'(M-M)wo I T <br />IM of o m <br />0---- v " . cn-----0 m <br />WW -\�y o rk I R=2258.00' d=4'13'35 L=166.56'(T) I c -I <br />� - -C75- - - C44, N,`8 m - - - coo <br />Lj-I --o rw, ~ 30.00'-o I N53'43'06"E R N51'36'13"E R I o 30.00' w <br />(D m i cam .+ N49'29'31"E R II o II <br />W 1I.7 <br />00 <br />c <br />z `- I 23 I� <br />I <br />1 R=2311.00' <br />1=5'41717" L 22 9 43'(M -M)- <br />ORION I N54'46'43"E(R)/ <br />rnl IDT <br />I <br />I <br />.0 q. <br />> <br />� O <br />� N <br />CD <br />0 <br />t <br />r N <br />7 w <br />J 74- <br />co4- <br />z <br />I <br />30.00' <br />to <br />L=80.14'(M- vrtl VC I vi <br />I 2568.00' @--� R=2568.0=54_00" L=174.8 0'(M__M) <br />C81 <br />I of d=2'41'54" L=120.94-� <br />�o M� N57'28'37"E R N54 <br />I� - <br />��< C53 R=25 <br />C52 <br />--__-- C51 <br />wI 30.00'-oy � ------ <br />LLI <br />z <br />5 <br />W I g^I P.U.E. rn <br />W I 1- w <br />33 <br />U) o a 32 <br />I � 34 M 5,373 S.F. 5,373 S.F. <br />IC14 <br />O <br />U <br />u -i <br />N <br />6,101 S.F. <br />- - - - <br />- -C47- <br />--1i <br />IClIqZ <br />z <br />W <br />o <br />C) <br />a <br />Z <br />Lo <br />I <br />I <br />a <br />N32'37'00"W 6.72' <br />13.76' <br />I W <br />o <br />n <br />61.79' <br />43.28' <br />36.24' <br />I <br />z <br />µo <br />z <br />N3348'19"W <br />N34'52'08"W <br />I <br />I <br />00 <br />z <br />35 <br />50.00' <br />50.00' <br />36 <br />37 <br />20.79' <br />W <br />I <br />I PARCEL 2 <br />I 28,450 S.F. <br />i w <br />I <br />-- I --^N5 <br />C�'I <br />CD <br />MI N53 <br />C82 I - <br />10' d=7'50'37"L=3 <br />---050 -- <br />31 <br />N 5,373 S.F. <br />50.00' <br />SEE SHEET <br />5,941 S.F. <br />N41'34'06"W_ 9898®47' <br />Ln <br />N 24 <br />co 5,195 S.F. <br />s <br />N <br />0 <br />W41'34'06"W 101.35' <br />25 <br />5,345 S.F <br />10' P.U.E. " <br />I !� <br />26 1 CE <br />5,495 S.F. <br />I <br />14'06"W 107.12' <br />I <br />w <br />I� <br />27 <br />6,441 S.F. <br />N49'41 <br />. -1-1 N49'39'33"E(R; <br />A=3'51'55" L=173.24' - <br />R=2568.00' d=6'20'49" L=284.47' ---MT-- <br />C49- <br />C48 <br />---- <br />T <br />- - - - <br />- -C47- <br />--1i <br />0 <br />o <br />0 <br />z <br />o <br />a <br />u -i <br />rn <br />5P.U.E. <br />o <br />a <br />w <br />w 29 <br />C) <br />5,373 S.F. <br />A 28 <br />30 <br />6,064 S.F. <br />5,373 S.F. <br />o <br />z <br />z <br />15.15' 8.11 <br />27.82' 22.18' 34.85' 41.89' N40'17': <br />N36'59'44"W N38'03'32"W N39'07'21"W 60.0 <br />50.00' 50.00' 50.00' 4 2 <br />39 40 41 <br />I R='LJn•u� <br />o,- <br />d=1207'35" L=489.E <br />TLAS <br />8' R <br />C <br />i <br />I <br />C) GO <br />z GO <br />IN � <br />J <br />rri <br />o D <br />o r <br />� D <br />� Z <br />m <br />`� 13 <br />I TRACT 3991(R3) <br />�0' Nq� -"W 60.00' <br />i <br />cn �-- <br />c I <br />N48'25'54"E R <br />I <br />C83R=2568.00' d=14'33'11" _ <br />- L=652.27' M INTXT <br />MIDDLEBURY <br />I DRIVE <br />NI <br />3 <br />A <br />30 cq <br />V' ci PARCEL 1 <br />I'Pill TRACT 3991(R3) <br />r�O0 r^ N cNn <br />/ � N <br />0 <br />V � NIU <br />w <br />0 <br />r.� w <br />� 1 � 0 -J <br />RIVER ISLANDS - STAGE 2A <br />VILLAGE Wl <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 />�.,. AUGUST 2019 <br />-EN 0INE-Ef{1NG <br />0' 20' 40' 80' <br />SCALE: 1" = 40' <br />LEGEND <br />SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" <br />,( C MONUMENT PER (R2) <br />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 WITH PLASTIC PLUG "PLS 7788" PER (R2) AND <br />(R3), 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 (Rt) <br />(R1) DENOTES REFERENCE (R1)- SEE REFERENCE LIST ON SHEET 2 <br />(M -B) MONUMENT TO BOUNDARY <br />(M -CL INT) MONUMENT TO CENTERLINE INTERSECTION <br />(M -M) MONUMENT TO MONUMENT <br />(T) TOTAL <br />(B) BOUNDARY <br />P.U.E. PUBLIC UTILITY EASEMENT <br />S.D.E. STORM DRAIN EASEMENT <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 (133) <br />Q1 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 / OF -11 <br />