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R=3130.00' <br />A=4'51'48" <br />L=265.69'(T)(R12) <br />o) <br />M <br />Z <br />PARCEL 17 <br />TRACT 38760971 <br />N51'23'12"W 321 <br />75.54 <br />N50'10'50"W v ) N36'19'27"E <br />60.00'(B)(T) SLOPE EASEMENT � M - - - - - - - -SLOPE EASEMENT 37.75') <br />30 00' 30.00' ° I �o N52'08'41"W 162.23' w N51'32'03"W 83.56' N51'24'48"W 96.74' <br />N-------------------�——_----__—_-- <br />I <br />1 `D M N25-38'43"E(R) <br />1 0 _ _ <br />8,798 S.F. � 11 , Z JF 12 <br />M 14,235 S.F.22" L=2C7 Q 15,349 S.F. <br />�Og4'369 \�� <br />---10' P.U.E. <br />N51'23'12"W 128.18' i/ �� \� N51'23'12"W 122.92' <br />W <br />L!J <br />H <br />CJS <br />D <br />O <br />�C <br />U) <br />rr <br />M <br />IN <br />w <br />0 <br />00 <br />m <br />21 <br />Z <br />N50'11'50"W <br />N <br />cli <br />N <br />0 <br />Pi <br />bo <br />I <br />s 10 I, do �I 13co cq <br />-cD' I 5,718 S.F. m ' 6,390 S.F. 1\� ^ / \\Sp�?�1jy N� 6,161 S.F. Z <br />I Z \ a/oma CC �. <br />V I N51'23'12"W 136.83' =coo'/cam \ v ° C21 N51'23'12"W 102.48' 26 <br />I 64, 1 <br />1 N89'34'39"E R C / o N41'O6'52"W R 88'82 13.65'IF <br />N' <br />N50'11'50"W 100.00' � � 1G o S () <br />\°� O C22 <br />1 <br />w g s.zo' �` w <br />�f N N N oo <br />O I � 2 ` O\ CA 'P O <br />3 8,643 S.F. 17' -Q ° m o 14 5,9ZN <br />I 6,656 S.F. rn Novg1 X46. g3.2 N Z � � � 8,176 S.F. m z cn,w 5-N50'11'50"W �p oL15 3292 53.17' � 8n7 5781 S.F. p0 oN 5,000 S.F.3p. - - C24 y p.fA o C59(T) <br />Cb A N <br />cN.r_ 5.045 S.F. C,? ' II o <br />5,921 S.F. $ .P <br />5' P.U.E. 33 62 \ N24'10'28"E R \ _ C60 — ,o <br />4 R=350.00' A=37'44'17" x=2,3 3 (M- <br />w 5p pd o\ C5\ oQ 350.00' A=68'28'13 L=418.26'(T) M� <br />y 8,512 S.F. o\ 37 4$ R:--350-00' <br />= o <br />1 _ �5p p0 \ \ 0 320.00' A=54 07'23" L=302.28'(7) '� <br />N64'454N2115'40"E R 5p pd N682$13P��oO��VE / pER� R- 0 A `-' <br />' C27 - / 1 R=320.00' <br />pp ° w L=219. -39'17lp•; <br />42'(B) <br />(T) <br />o !� C6 S3. 233 g1 13"w 21, 39 �3 p6 C26 <br />g <br />o <br />0 <br />w -54 5p�� C�� No / <br />rn <br />N76'43'21"WR \\o/ / N6g2a�3"w2 5000 lq Q1 / <br />6 240 S.F. o <br />(R=300) p0 y, �? 42 rn PARCEL E <br />`; 5,187 S.F. o / o� 7 -ACT 383t31;�121 <br />/�/ 2 <br />/C \g ° 5pp� '�/ 43 3'X3' <br />N13'18'34"E(R) y 5,000 S.F. o ' W.C. <br />I <br />30.00' 30.00' <br />I � <br />cn <br />l <br />�n N <br />1 <br />3p p0 <br />j� corp <br />2 <br />17 <br />1 <br />TRACT 3838 (R]2) <br />L11 <br />Lu <br />Z <br />C/) <br />Lu <br />Lu <br />U) <br />44 0. <br />N _ 45 0 5,000 S.F. <br />$ OS' <br />4181 c^ 5,000 S.F. o 7 89.938"w N60' <br />46 0 49 a8 N 5p pg' 11oili <br />5,000 S.F. o+ <br />540 ` SEE DETAIL C <br />'o <br />PARCEL 3 co <br />� 5p�p�g98alg>�j SHEET 9 NOTES <br />W.C. <br />" N6g2 <br />1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE <br />54�p SIDEWALK 1.00' INTO THE RIGHT-OF-WAY, ALONG PROLONGATION <br />PARCEL U• OF SIDE LOT LINES, OR AS NOTED. <br />TRACT 3838(RJ2) 2. 5/8" REBAR WITH CAP "PLS 7788" TO BE SET AT ALL REAR LOT <br />CORNERS, UNLESS OTHERWISE NOTED. <br />LAKE 9 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 9 FOR LINE AND CURVE TABLES. <br />TRACT 3837 <br />RIVER ISLANDS - PHASE 1B <br />VILLAGE P <br />A PORTION OF RANCHO EL PESCADERO, BEING <br />A SUBDIVISION OF PARCEL 15 OF TRACT 3876 (42 M&P 56) <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />MARCH 2018 <br />SCALE: 1" = 40' <br />LEGEND <br />Qo SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" <br />o SET 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" <br />MONUMENT TO BE SET PER (R3) <br />o MONUMENT TO BE SET PER (R9) <br />MONUMENT TO BE SET PER (R12) <br />}( MONUMENT TO BE SET PER (R11) <br />Q 2-1/2" BRASS DISK STAMPED "PLS 7788" TO BE SET PER (R11) <br />d FOUND 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" PER <br />(R11) AND (R12), 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 W/ PLASTIC PLUG "PLS 7788" <br />200.00'(R1) <br />(R1) <br />(M -M) <br />(M -B) <br />(M -CL INTX) <br />(T) <br />I.O.D.) <br />P.U.E. <br />S.S.E. <br />S.E. <br />MEASURED AND RECORD DATA PER REFERENCE (Rt) <br />DENOTES REFERENCE (Rt)- SEE REFERENCE LIST ON SHEET 3 <br />MONUMENT TO MONUMENT <br />MONUMENT TO BOUNDARY <br />MONUMENT TO BOUNDARY <br />TOTAL <br />BOUNDARY <br />IRREVOCABLE OFFER OF DEDICATION <br />PUBLIC UTILITY EASEMENT <br />SANITARY SEWER EASEMENT <br />SLOPE EASEMENT <br />— LOT LINE <br />-- RIGHT-OF-WAY LINE <br />- BOUNDARY <br />- - EASEMENT LINE <br />1/////////// <br />MONUMENT LINE <br />CENTERLINE <br />RESTRICTED ACCESS <br />Q 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON <br />1 CONCRETE SIDEWALK 1.00' INTO THE RIGHT-OF-WAY, <br />ALONG PROLONGATION OF SIDE LOT LINES PER (R12) <br />DENOTES WITNESS CORNER ON 3.00 FOOT OFFSET ALONG THE <br />SIDE PROPERTY LINE, UNLESS OTHERWISE SHOWN PER (R12) <br />Q 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON <br />3 CONCRETE SIDEWALK 1.00' INTO THE RIGHT-OF-WAY, <br />ALONG THE BOUNDARY LINE PER (R12) <br />SHEET 8 OF 9 <br />