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W <br />W <br />S <br />U) <br />W <br />W <br />_ R=2100.00' A=28'45'05" (M <br />L=1053.79'-M)(R2) - -- - - <br />A=25'13'33" L=924.58' <br />RIVER ISLANDS PARKWAY <br />R=2163.00' d=25'13'33" L=952.32'(T) <br />N45'25'43"E(R) PARCEL A N04'31'55 <br />TRACT 3989 (R3) <br />-�„ N19°34'01"E(R) <br />of C3(T) IW HOOVER STREET ! <br />D10 N23'44'56"E(R) of N2119'47"E(R) itn o N17'08'52"E(R)\ <br />0A=2'25'09" L=94.07' p=1'45'46" L=68.55' I d=2'25'09" L=94.07 O <br />TRACT 3989 (R3) <br />2 <br />C24 A=4'28'50" L=174.23' I C25 1 23.98' J\ <br />C) R=2228.00' d=6'36'04" L=256.69'(M-M) oI 42.77' 1 N77'25'42"W(R) <br />Mo I N22'41'19'E(R) <br />----- <br />0 <br />• ),� _ (R=2258.00' p=4'28'50" L=176.58'(T)� <br />I _ <br />30.00' � � C22- �N20'26'48"E(R) C36 3�30.00LA <br />' � ^ c) <br />L___ <br />I Li N N18'12'29"E(R) <br />o � c,+ o r -i <br />M M I 14 �� o 50ttcn <br />Z M I 4,925 S.F. �, o � TRACf 3989 (R3) Cr <br />I <br />I 2306.00' - <br />N6615'04"W 103.00'----N-725i'o8°w 1o2.8r J' BUCHANAN COURT <br />�I o Imo' <br />LO 15 c N 24 I o <br />4,714 S.F. � � 4,708 S.F. I I° <br />ri I z <br />- - I N66'15'04"W 105.61' N72'5108W 105.48' II o <br />I Oct <br />u c' N I N N <br />I <br />N -I 16 � � 23 la N ? <br />I w I 4,865 S.F. o"o .� 4,859 S.F. I '� I 17 i 6 <br />- oo 0 <br />m I °° <br />n N <br />N66'15'04"W 108.23'6 Lo N72'51'08"W 108.10' I `� r z <br />TRACT 3989 (R3) <br />O M z I OJ O' <br />- N Z � I N N � <br />I 17 22 I o N $ � D>Oct <br />cli D 4,984 S.F. oc -p: 4,978 S.F. I -i <br />W I I---10' P.U.E. I I c) C <br />W 'x cc+ <br />L N66'15'04"W 110.86' N72'51'08"W 110.72' <br />Z �I m <br />N <br />Loo I „ 0 10' P.U.E. 9 <br />Z I 18 � 21 Oj l0 18 <br />� I 5,104 S.F. m 5,098 S.F. I <br />z I I m I I <br />II N66'15'04"W 113.48' N72'51'08"W 113.35' I <br />z n <br />- _ 30.00' `� I c 0 20 I 30.00' 30' <br />- - -� I _ 19 5,342 S.F.- <br />4 5,349 S.F. o aCD V <br />I !Q A=2'02'53" L=90.72' A=2'02''41" L 90 58�� I <br />T/717 -/77-/7T/7 <br />} 7TTTT <br />rn <br />R=2538.00' d=405'34" L=181.30' <br />o <br />A=1'15'15" o N18 24'07"E(R) o l p=1'15'15" - - <br />r, I o I R=2568.00' <br />L=56.21' _-� I L=56.21' 1O� -p=12'0 ¢ L=.76' M -M <br />A=4'05'34" L=183.44' 538 <br />_ _-y- a <br />N23'44'56"E(R) R=2568.00' d=6'36'04" L=295.86' M -M R5 <br />MIDDLEBURY DRIVE N17.08'52"E(R) <br />PARCEL 2 <br />TRACT 3991 (R5) <br />I <br />N <br />z_ <br />� N <br />TRACT 3989 (R3) <br />cs <br />w 8 37 <br />36 3 <br />I <br />LEGEND <br />0 MONUMENT PER (R5) <br />Q MONUMENT PER (133) <br />3X MONUMENT PER (R2) <br />� --0I D5 I <br />TFICT 3-0-00 <br />RIVER ISLANDS - STAGE 2A <br />VILLAGE U <br />A PORTION OF RANCHO EL PESCADERO, BEING <br />A SUBDIVISION OF PARCELS 1 THROUGH 3 OF TRACT 3989 (43 M&P 54), <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />AUGUST 2019 <br />-0, c <br />� a <br />ENG1N-E-E-R1NG <br />0 20' 40' 80' <br />SCALE: 1 " = 40' <br />o SET 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" <br />A 2-1/2" BRASS DISK STAMPED "PLS 7788" PER (R5) <br />3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" PER (R3) AND (R5), <br />RESPECTIVELY, UNLESS OTHERWISE NOTED <br />200.00'(R1) MEASURED AND RECORD DATA PER REFERENCE (R1) <br />(R1) DENOTES REFERENCE (R1)- SEE REFERENCE LIST ON SHEET 2 <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 />W.E. WALL EASEMENT <br />LOT LINE <br />RIGHT-OF-WAY LINE <br />BOUNDARY <br />- - - - - - - - EASEMENT LINE <br />CENTERLINE <br />///////////// RESTRICTED ACCESS <br />Q1 EASEMENT REFERENCE NUMBER - SEE SHEET 3 <br />O <br />DENOTES 1.17" <br />BRASS DISK <br />STAMPED "PLS 7788" ON <br />1 FOOT OFFSET <br />PER (R3) <br />O2 <br />DENOTES 5/8" <br />REBAR WITH <br />CAP "PLS 7788" PER (R3) <br />O3 <br />DENOTES 5/8" <br />REBAR WITH <br />CAP "PLS 7788" PER (R5) <br />® DENOTES 1.17" BRASS DISK STAMPED "PLS 7788" ON <br />1 FOOT OFFSET PER (R5) <br />NOTES <br />1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE SIDEWALK 1.00' INTO THE <br />RIGHT-OF-WAY, ALONG PROLONGATION OF SIDE LOT LINES, OR AS NOTED. <br />2. 5/8" REBAR WITH CAP "PLS 7788" TO BE SET AT ALL REAR LOT 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 8 FOR LINE AND CURVE TABLES. <br />SHEET 7 OF <br />Llj3-',D5 F <br />