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RIVER ISLANDS PARKWAY N29'32'00"W(R2) N29'32'00"W 180.52'(M-M)(R2) - - - -- _---- � - 67.00' � 113.52' I I of of l o SEE DETAIL A o ON SHEET 10 PARCEL E TRACT 3908(R2) _- N29'32 00 W 113.52 N29'32'00"W 97.66' � Li 3' WALL] ` 3' BY 3' 37.00' 37.00' W.C. O EASEMENT Lq 3' WALL o 7,379 S.F. z L 1EASEMENT + o W I N co C19 /~ m r 00 I/ C4\ 0 (M-m)(R2) 2100.00' 4=26'35'17" L=974.50' R= -- PARCEL A 3'54'00"W - 50.25 MERLIN STREET 56'46'43"E Rj R=222B 0 N - TRACT 4015 (R1)-- - pa6'20'49 4 1 2 3 L=246.81'(M-M)(R1 J N33'3,01"W UR N35'13'17"W 42.97 ` F: N83-23'52"W(RI w • ti° V i o I o ,N07'32.'12"WS C67 _ o 4 15' STORM DRAINAGENgo 5p0� 6��T� • L19 R=2281.00' A=3'57'43" L=157.73 N5446'43"E R EASEMENT oORION COURT M R=2311.00' A= 5'41'17" L2p-1.1955J N29'32'00"W 83.9T(M M)(Rl) i_')R p=4'21'22" L=175.70' L=53.72' 3 ��jt rlQ o o l n o 68, I N56'06'38"E R ? I • (T� SII o rn C N29'32'00"W 83.97'(T) R=2341.00' D=4'21'22' L=177.98'(T) ®7 I ] 5 (n o / \ 2r �• • C24 C25 - �� I I fT1 2fi.3 N Z / 26.37'- - 50.00- - - -C22 - C23- - W I Cm/d �• - - 2 CD 7.so' A,,_ PARCEL. A } Z I �' I m o I Lq 2132 S.F. Oa N c 5' P - .U.E.-I `o i I PARCEL. 10 (R4)(R5) ZDc to o I 2 3 w 4 5 m 6 7 N " 9,383 S.F. 0 4,925 S.F. 0 5,008 S.F. 5,024 S.F. IT V 5,024 S.F. 5,789 S.F. I i > Ln 00 � � a W N 00 W tD O I O W IO O c � Q O I i 0 Z (p (O V� {] co o Z z C, .p U; z" oo SEE DETAIL B q I _ m U z I z I ON SHEET 10 N29'32'00"W 88.92' 50.00' N29'58'34"W 51.78N310'59"W 52.10' N32'24'24"W 52.10' N33'46'04"W 63.79I wrn oP l Nv i ? 0 17 0 46.21' - 60.00' I J N29'32'00"W 97.70' 41.22' 42.00' 44.11' 'o - 379' 9.78 7.99' o II 5.89' I I Z cn WI I w � o c� CA O u!) N O W 0 II I i 13 12 11 N 10 0 9 W 8 --�• `4 9,139 S.F. 5,028 S.F. m 5,029 S.F. °' 5,029 S.F. m 5,029 S.F. 5,773 S.F. I 1 30.00' 30.00' of o m A I \ Z of ro I -• I co b o 00 w p O- Ln 30.00' _ O Z Ln J _ C30- • o Z ��J - f - ----__-- �--- -6 -- \V 02_2_ C2846.70' 48.82' C29e\N56'01'58°E(R)�rn I woo "N29'32'00"W 95.52'(T) R=2538.004=42.4T o A=001'15'15 o o If oo o R=2568.00' I L=56.21' ----------- -- -- -- d---- A--2'38'45" R- 2L5=6181.80.059 ' 5-�17-80 O - 4'N29'32'00"W 85.00' 95.52' 4=1°47'17" L=80.14'(M-M)(Rt) _*7N54'46'43"E(R)- 85.00'(B -CL INTX)(R1) N29'32'00"W 180.52'(CL INTX-M)(R1) cn �- SN58'40'43"ELR� _- - w z MIDDLEBURY DRIVE I o c co • 7'1'T7�77T%777'177; I 3 31 19 �I� 36 37 m 34 33 TRACT 4015 (R1) PEGASUS COURT SEE SHEET 9 GEMINI DRIVE ISLANDSTRACT 40,16 RIVER VILLAGE W2 A PORTION OF RANCHO EL PESCADERO, BEING A SUBDIVISION OF PARCEL �1, 2, 3, AND 4 OF TRACT 4015 (43 M&P 106), CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA SEPTEMBER 2020 NG-31NE-EfZ1'NG 0' 20' 40' 80' SCALE: 1" = 40' MONUMENT NOTES SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" MONUMENT PER (R1) • MONUMENT PER (R2) MONUMENT PER (R3) j 2-1/2" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (R3) • 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (R1), UNLESS OTHERWISE NOTED X 3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (R2) AND (R3), UNLESS OTHERWISE NOTED SET 3.00' WITNESS CORNER (W.C.), UNLESS OTHERWISE NOTED, MEASURED ALONG LOT LINE, RADIAL LINE OR PERPENDICULAR TO STREET CENTERLINE AS NOTED. 3/4" x 2.4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" 3.00' WITNESS CORNER (W.C.), UNLESS OTHERWISE NOTED, MEASURED ALONG LOT LINE, RADIAL LINE OR PERPENDICULAR TO STREET CENTERLINE AS NOTED. 3/4" x 24" ]RON PIPE WITH PLASTIC PLUG "PLS 7788" PER (RI) T SET 5/8" x 24" REBAR W/ PLASTIC PLUG "PLS 7788" FOR ALL REAR LOT CORNERS (UNLESS OTHERWISE NOTED). SET 1.17" BRASS DISK STAMPED "PLS 7788" IN SIDEWALK 1.00' ON PROPERTY LINE PROJECTION FOR ALL FRONT LOT CORNERS. NOTES 1. SEE SHEET 2 FOR REFERENCE. 2. SEE SHEET 3 FOR EXISTING EASEMENTS, BASIS 01= BEARINGS, AND LEGEND. 3. SEE SHEET 10 FOR LINE AND CURVE TABLES. SHEET 6 OF 10