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LEGEND <br />MONUMENT TO BE SET PER (R17), UNLESS OTHERWISE SHOWN <br />SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" <br />3/4" IRON PIPE WITH PLASTIC PLUG "PLS 7788" PER (R17), <br />UNLESS OTHERWISE NOTED <br />o SET 3/4" IRON PIPE NTH PLASTIC PLUG "PLS 7788" <br />0 SET 3.00' WITNESS CORNER (W.C.) UNLESS OTHERWISE NOTED, MEASURED <br />ALONG LOT LINE, RADIAL LINE, OR PERPENDICULAR TO STREET CENTER <br />LINE AS NOTED. 3/4" BY 24" IRON PIPE WITH PLASTIC CAP "PLS 7788" <br />0 2-1/2" BRASS DISK STAMPED "PLS 7788" TO BE SET PER (R17) <br />Lu <br />rC <br />i <br />L1.1 <br />i <br />0 <br />C!) <br />0 <br />La <br />N36'15'38"W R <br />PARCEL K <br />1.772 S.F. <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 />(M -BC) MONUMENT TO BEGINNING OF A CURVE <br />(M -CL INTX) MONUMENT TO CENTERLINE INTERSECTION <br />(T) TOTAL <br />(B) BOUNDARY <br />P.U.E. PUBLIC UTILITY EASEMENT <br />S.D.E STORM DRAIN EASEMENT <br />SEE SHEET 14 <br />1141'1_ <br />56.25'(T) <br />LOT LINE <br />RIGHT-OF-WAY LINE <br />-_ BOUNDARY <br />EASEMENT LINE <br />CENTERLINE <br />RESTRICTED ACCESS <br />uJ u P. P.U.E. a <br />1140'55'34"W(R) 101.00' a !_4J a j a a o N 1 24 inn GN9 <br />w 10' P.U.E. loo o rn U l 7,059 S.F. `�" oAd <br />00 13 ° M z �r <br />in d: ►J a' IR=17.00' <br />o n 6,323 S.F. u u N39-38'25"W(R)SEE DETAIL J <br />A--49'1 2'36" <br />1139'36'32"W(R) I�o ON THIS SHEET ?� \ <br />z o 5' P.U.E. <br />° 30.00 30.00' -- L=14.so'�� FOR RADIAL BEARINGS <br />??80, 5' P.U.E. ��� �2y o G51 0 52 @ v rl I <br />��� � o /°� ry 'o G , o <br />o' I o o - " o ���? (V� "� G5"5 N <br />U U O V <br />0 0 ! o N_37 57'35' E R \ N52'02'25 E R o v <br />KRUIP _ANE M G' <br />() 4 M,MI o <br />C5 o (R=196 O6 0 R-400 00 G55 <br />w 0 111.82'(M-8) <br />- - 913 5R%'C <br />p`o <br />M4* <br />0 5.79 �,-30.001 <br />N3T5T35'W R 111.82' M-8) 0 <br />C57 0 R=400. 0' 6$gb.S l o o <br />GAC4o b <br />of 5' P.U.E. o N45'10'53"W(R) o_43 .00 _430.00 C44 <br />U 00 <br />M <br />b �x3 WG•/ <br />3'x3' W.C./ SS y <br />5' P.U.E. <br />o <br />N3618'38'V R <br />30.00' -- <br />30.00' ° <br />1136'29'33"W(R) <br />oo� <br />PARCEL L <br />rt -o- <br />10' P.U.E. I <br />- - -% <br />:;Eo <br />30 <br />N 25 <br />0 <br />12 <br />4,834 S.F. <br />7,309 S.F. <br />N <br />M <br />23 0 6,981 S.F. <br />00 0 <br />NI C6 <br />3'x3' W.C. <br />-- <br />1� 0 p.U.E. <br />N <br />z <br />in <br />N o <br />11 U <br />a. <br />A <br />14 <br />O Jr <br />o NI 11 <br />NINM <br />JI!JJ <br />J <br />I <br />Z <br />W <br />N <br />26 <br />C -),n <br />C:> <br />o'! = <br />n <br />10' P.U.E. <br />JNj <br />Mv^ <br />10,028 S.F. <br />00 <br />O <br />Co"o <br />Lo <br />N <br />101.00' <br />p <br />o` <br />u <br />5,7161 S.F. 00 00 <br />a v!v <br />r <br />N <br />a <br />N41'09'07"W(R) <br />z <br />Z <br />w — <br />I <br />uJ u P. P.U.E. a <br />1140'55'34"W(R) 101.00' a !_4J a j a a o N 1 24 inn GN9 <br />w 10' P.U.E. loo o rn U l 7,059 S.F. `�" oAd <br />00 13 ° M z �r <br />in d: ►J a' IR=17.00' <br />o n 6,323 S.F. u u N39-38'25"W(R)SEE DETAIL J <br />A--49'1 2'36" <br />1139'36'32"W(R) I�o ON THIS SHEET ?� \ <br />z o 5' P.U.E. <br />° 30.00 30.00' -- L=14.so'�� FOR RADIAL BEARINGS <br />??80, 5' P.U.E. ��� �2y o G51 0 52 @ v rl I <br />��� � o /°� ry 'o G , o <br />o' I o o - " o ���? (V� "� G5"5 N <br />U U O V <br />0 0 ! o N_37 57'35' E R \ N52'02'25 E R o v <br />KRUIP _ANE M G' <br />() 4 M,MI o <br />C5 o (R=196 O6 0 R-400 00 G55 <br />w 0 111.82'(M-8) <br />- - 913 5R%'C <br />p`o <br />M4* <br />0 5.79 �,-30.001 <br />N3T5T35'W R 111.82' M-8) 0 <br />C57 0 R=400. 0' 6$gb.S l o o <br />GAC4o b <br />of 5' P.U.E. o N45'10'53"W(R) o_43 .00 _430.00 C44 <br />29 <br />8,044 S.F. <br />3'x3' W.C. <br />10.22' <br />N5619'00"E <br />63.10'(T) <br />rn <br />ON THIS SHEET <br />28 <br />8,464 S.F. <br />27 3'x3' W.C. <br />8,668 S.F. <br />3'x3' W.C. <br />� 0. 091�061�1 lel <br />Wo <br />30 <br />�o <br />M <br />z <br />vi <br />co <br />35'15'44"W <br />101.00'(Tl r <br />3'x3' W. <br />31 <br />DETAIL 1 <br />NOT TO SCALE <br />(FROM THIS SHEET) <br />3' <br />o n <br />00 o� <br />W J <br />L p U <br />W <br />'ZI ofCD <br />o � a <br />rn � <br />r Z <br />cD <br />Z <br />NOTES <br />1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON <br />CONCRETE SIDEWALK 1.00' INTO THE RIGHT-OF-WAY, <br />ALONG PROLONGATION OF SIDE LOT LINES, OR AS NOTED. <br />2. 5/8" REBAR WITH CAP "PLS 7788" TO BE SET AT ALL <br />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 17 FOR LINE AND CURVE TABLES. <br />PARCEL I <br />E SHEET 8 <br />SE <br />TRACT 33090 <br />RIVER ISLANDS - STAGE 2A <br />VILLAGE BB <br />A PORTION OF RANCHO EL PESCADERO, BEING <br />A SUBDIVISION OF PARCEL 2 OF TRACT 3908 (43 M&P 52), <br />CITY OF LATHROP, COUNTY OF SAN JOAQUIN, CALIFORNIA <br />OCTOBER 2018 <br />.•, : ` <br />gj <br />-ENGIN-E-E-R1NG <br />020' 40 80' <br />SCALE: 1" - 40' <br />w 25 <br />24 Z <br />R=50.00' <br />A=270'42'1 5" <br />L=236.23(T) <br />° 1116'04'50"W(R) <br />R=17.00' <br />° A=49'12'36" <br />L=14.60'(T) <br />DETAIL K <br />NOT TO SCALE <br />(FROM THIS SHEET) <br />00 '15? <br />i7 <br />25 N60'56'52"ER) <br />SEE DETAIL K 26 <br />ON THIS SHEET o <br />Gp9 <br />Lo <br />24 R=17.00' cA° <br />a-49.12'36" Z <br />L=14.60'(T) <br />°lg��N33'07'46"E n X62'32'` <br />o <br />J N25'50'37"E Rj <br />° <br />OO' (R=400.00) =n <br />� G51 0 0 27 <br />1:-9 <br />o <br />U,� o <br />G 00 <br />N43'00'48"E R coPl <br />0 1114'36'24 <br />0 <br />o0 <br />0 <br />C56 G5 9� F <br />1148 Ga182• <br />10.22' „ o R=400.00' N=26 ljl ° C44 ° <br />29 C57 <br />o N4510'53"E R 1, V=g65A GA5 C45 N33'0T10"E(R) <br />N�3 z3' W.C. o R=43000' 28 <br />.Ch2 51 5 1132'19'02"W R <br />13' 1137'16'29"W 63.10'(T) 0 <br />30 N3418'22"E R 29 <br />DETAIL J <br />PARCEL I NOT TO SCALE <br />(FROM THIS SHEET) <br />SHEET + 3 OF I <br />U 00 <br />M <br />5' P.U.E. <br />o <br />N3618'38'V R <br />30.00' -- <br />30.00' ° <br />1136'29'33"W(R) <br />w <br />rt -o- <br />10' P.U.E. I <br />- - -% <br />\ <br />j <br />30 <br />m <br />o0 <br />12 <br />g <br />7,309 S.F. <br />> o <br />M <br />6,323 S.F. U <br />NI C6 <br />1� 0 p.U.E. <br />z <br />M l+') <br />—' <br />1134'59'36"W(R) 101.00' <br />o NI 11 <br />N35i5'44"W(R) 101.00'(T) <br />Z <br />0 t <br />J <br />JNj <br />Mv^ <br />LLJv <br />v <br />Lu <br />M <br />N�� <br />C'4 <br />31 <br />o` <br />u <br />5,7161 S.F. 00 00 <br />a v!v <br />5,665 S.F. <br />00 <br />Z <br />C <br />N33'16'33" PJ(R) 101.00' o <br />I <br />1133'41'00°W(R) 100.20'(T) <br />' <br />11 ! <br />C/) _ <br />W o <br />Lo <br />0 <br />O <br />W <br />10 <br />rn <br />32 <br />T <br />co <br />Lo <br />SEE SHEET 12 <br />29 <br />8,044 S.F. <br />3'x3' W.C. <br />10.22' <br />N5619'00"E <br />63.10'(T) <br />rn <br />ON THIS SHEET <br />28 <br />8,464 S.F. <br />27 3'x3' W.C. <br />8,668 S.F. <br />3'x3' W.C. <br />� 0. 091�061�1 lel <br />Wo <br />30 <br />�o <br />M <br />z <br />vi <br />co <br />35'15'44"W <br />101.00'(Tl r <br />3'x3' W. <br />31 <br />DETAIL 1 <br />NOT TO SCALE <br />(FROM THIS SHEET) <br />3' <br />o n <br />00 o� <br />W J <br />L p U <br />W <br />'ZI ofCD <br />o � a <br />rn � <br />r Z <br />cD <br />Z <br />NOTES <br />1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON <br />CONCRETE SIDEWALK 1.00' INTO THE RIGHT-OF-WAY, <br />ALONG PROLONGATION OF SIDE LOT LINES, OR AS NOTED. <br />2. 5/8" REBAR WITH CAP "PLS 7788" TO BE SET AT ALL <br />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 17 FOR LINE AND CURVE TABLES. <br />PARCEL I <br />E SHEET 8 <br />SE <br />TRACT 33090 <br />RIVER ISLANDS - STAGE 2A <br />VILLAGE BB <br />A PORTION OF RANCHO EL PESCADERO, BEING <br />A SUBDIVISION OF PARCEL 2 OF TRACT 3908 (43 M&P 52), <br />CITY OF LATHROP, COUNTY OF SAN JOAQUIN, CALIFORNIA <br />OCTOBER 2018 <br />.•, : ` <br />gj <br />-ENGIN-E-E-R1NG <br />020' 40 80' <br />SCALE: 1" - 40' <br />w 25 <br />24 Z <br />R=50.00' <br />A=270'42'1 5" <br />L=236.23(T) <br />° 1116'04'50"W(R) <br />R=17.00' <br />° A=49'12'36" <br />L=14.60'(T) <br />DETAIL K <br />NOT TO SCALE <br />(FROM THIS SHEET) <br />00 '15? <br />i7 <br />25 N60'56'52"ER) <br />SEE DETAIL K 26 <br />ON THIS SHEET o <br />Gp9 <br />Lo <br />24 R=17.00' cA° <br />a-49.12'36" Z <br />L=14.60'(T) <br />°lg��N33'07'46"E n X62'32'` <br />o <br />J N25'50'37"E Rj <br />° <br />OO' (R=400.00) =n <br />� G51 0 0 27 <br />1:-9 <br />o <br />U,� o <br />G 00 <br />N43'00'48"E R coPl <br />0 1114'36'24 <br />0 <br />o0 <br />0 <br />C56 G5 9� F <br />1148 Ga182• <br />10.22' „ o R=400.00' N=26 ljl ° C44 ° <br />29 C57 <br />o N4510'53"E R 1, V=g65A GA5 C45 N33'0T10"E(R) <br />N�3 z3' W.C. o R=43000' 28 <br />.Ch2 51 5 1132'19'02"W R <br />13' 1137'16'29"W 63.10'(T) 0 <br />30 N3418'22"E R 29 <br />DETAIL J <br />PARCEL I NOT TO SCALE <br />(FROM THIS SHEET) <br />SHEET + 3 OF I <br />