| 
								    LEG 
<br />T:£ 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 WITH 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 />2-1/2" BRASS DISK STAMPED "PLS 7788" TO BE SET PER (R17) 
<br />200.00'(R1) MEASURED AND RECORD DATA PER REFERENCE (Rt) 
<br />(R1) DENOTES REFERENCE (Rt)- 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 />r-� 
<br />R=52.00' 
<br />X92'27'01" 
<br />�L=83.91'(R22) 
<br />i 
<br />i o 
<br />o \ N40'27'37"E R 
<br />M 
<br />wco _ ----------- 
<br />`co �-� N4T28_41"ER 
<br />oo N4� qR)ro 
<br />PARCEL 14 
<br />TRACT 3903 (R22) 
<br />PARCEL 1 
<br />TRACT 3908 (R22) 
<br />o C78 N37'22'1 
<br />286'14'06" �\ �. 
<br />N83'00'56 
<br />PARCEL8�- 
<br />4,834 S.F.6cp 
<br />1 
<br />LOT LINE 
<br />RIGHT-OF-WAY LINE 
<br />- BOUNDARY 
<br />- - EASEMENT LINE 
<br />CENTERLINE 
<br />RESTRICTED ACCESS 
<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 />p=1812'03' L - 
<br />R=1970.00'_ 
<br />R=2000.00' 
<br />_ 0_18'18,0" L=638• � i � _ 
<br />- p=181921 
<br />NiULHOLLAND r�RNc R=2030.00` 165.01 = o P.U.E. o 
<br />(ACROSS PARCEL E) 
<br />y -PARCEL E 
<br />19 10' P.U.E. e 7,050 S.F. 
<br />5' P.U.E. s 
<br />18 o PARCELI z 
<br />0 0 17,058 S.F. 
<br />7,049 S.F. 
<br />r^L' ¢Tf1RAA f1RAIN FACFAAFNT 
<br />N47'05'22"W 60.42'0 N47'05'22"W 
<br />° "34'41'45"W(R) 20.00'! 30.00'v �G67 "470522"W 109.09' Z 46'03"W 5j74 "5979 w 
<br />ol 
<br />10' P.U.E. N w a 19 r o W 57.14 N57 
<br />o � o `oma oo _ 6,018 S.F.56'12'55" 
<br />o �� �a� 115 -q- SEE DETAIL L ry 
<br />w \ �� � o w 'n 
<br />�� ° 1 ON THIS SHEET 
<br />;n. ro �° z, 
<br />N 
<br />17 Ingo Z` N47 -05'22"W 101.00'(T)1*1 C40 N 
<br />o z 9,199 S.F. L34° -° r PARCE r 
<br />M 30.00' 30.00' 20 L I 
<br />Lu 1w 
<br />5,656 S.F. N SEE SHEET 8 
<br />U N 
<br />u- 
<br />14- 
<br />LLI -C:) N46'04'42"W(R) 101.00' 1 
<br />Lo; 1 Q N45-53'18"W(R) 101.007(T) cj 
<br />W 16 v 10' P.U.E. 
<br />i m -- 
<br />c1 �* 5,716 S.F. 21 
<br />Z Ly- F 5,669 S.F. 
<br />Lo 
<br />U) ^ Z c/) L U I 
<br />p W m o 
<br />n u o N44'21'39"W(R) 101.00' w Y u 
<br />� w 
<br />J Lo ° N44'18'34"W(R) 100.35'(T) 6 M R=50.00' 
<br />� w I J i rl A=246'14'06"-/ 
<br />N N 15 ,� %D n L=214.88'(T) 
<br />m 5,716 S.F. c^, ccO 22 cq z 
<br />Nif n 
<br />0 o n II v 5,674 S.F. 
<br />v II 
<br />0o z L o N4 2„W 
<br />7'05'2 
<br />"41 1 ° - 
<br />o o� o L31 0'53"W 20.00' T 30.00' - 
<br />cal 
<br />LID o N42 38 37"W(R) 101.00' o � � N 56.25'(T) 
<br />Lo 
<br />J N M 142'43'50"W(R) 100.75 a°14 
<br />LC 
<br />^ oq 
<br />4 
<br />v O cq 
<br />5,716 S.F. No co 23 2J c o 
<br />00 10' P.U.E. Q 5,681 S.F. co a 
<br />a,o ,., ,y 
<br />iaII coo n LJ -00n r 
<br />v d � M 
<br />o ^ 
<br />N40'S5' d z I-- 
<br />U) 
<br />r n 
<br />34"W o z U N 
<br />(R) 101.00' 
<br />i "41'09'0W(R) 101.00' I z 
<br />13 
<br />24 
<br />° 
<br />SEE SHEET 13 
<br />a PARCEL 2 
<br />n 
<br />II --- 
<br />W 
<br />W 
<br />-r- 
<br />C!J 
<br />W 
<br />W 
<br />U) 
<br />i LAKE CIRCULATION 
<br />PIPELINE EASEMENT 
<br />mo 
<br />TRACT 3999 
<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 />Ir- NG1 Ili =-E-R1114G 
<br />� , 
<br />0' 20' 40' 80' 
<br />SCALE: 1" = 40' 
<br />CURVE TABLES FOR COURSES SHOWN ON DETAIL L ONLY 
<br />CURVE TABLE 
<br />CURVE # 
<br />RADIUS 
<br />DELTA 
<br />LENGTH 
<br />Cl 
<br />2030.00' 
<br />0050'49" 
<br />30.01' 
<br />1, 
<br />PARCEL 14 
<br />TRACT 3903 (R22) 
<br />PARCEL 1 
<br />TRACT 3908 (R22) 
<br />o C78 N37'22'1 
<br />286'14'06" �\ �. 
<br />N83'00'56 
<br />PARCEL8�- 
<br />4,834 S.F.6cp 
<br />1 
<br />LOT LINE 
<br />RIGHT-OF-WAY LINE 
<br />- BOUNDARY 
<br />- - EASEMENT LINE 
<br />CENTERLINE 
<br />RESTRICTED ACCESS 
<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 />p=1812'03' L - 
<br />R=1970.00'_ 
<br />R=2000.00' 
<br />_ 0_18'18,0" L=638• � i � _ 
<br />- p=181921 
<br />NiULHOLLAND r�RNc R=2030.00` 165.01 = o P.U.E. o 
<br />(ACROSS PARCEL E) 
<br />y -PARCEL E 
<br />19 10' P.U.E. e 7,050 S.F. 
<br />5' P.U.E. s 
<br />18 o PARCELI z 
<br />0 0 17,058 S.F. 
<br />7,049 S.F. 
<br />r^L' ¢Tf1RAA f1RAIN FACFAAFNT 
<br />N47'05'22"W 60.42'0 N47'05'22"W 
<br />° "34'41'45"W(R) 20.00'! 30.00'v �G67 "470522"W 109.09' Z 46'03"W 5j74 "5979 w 
<br />ol 
<br />10' P.U.E. N w a 19 r o W 57.14 N57 
<br />o � o `oma oo _ 6,018 S.F.56'12'55" 
<br />o �� �a� 115 -q- SEE DETAIL L ry 
<br />w \ �� � o w 'n 
<br />�� ° 1 ON THIS SHEET 
<br />;n. ro �° z, 
<br />N 
<br />17 Ingo Z` N47 -05'22"W 101.00'(T)1*1 C40 N 
<br />o z 9,199 S.F. L34° -° r PARCE r 
<br />M 30.00' 30.00' 20 L I 
<br />Lu 1w 
<br />5,656 S.F. N SEE SHEET 8 
<br />U N 
<br />u- 
<br />14- 
<br />LLI -C:) N46'04'42"W(R) 101.00' 1 
<br />Lo; 1 Q N45-53'18"W(R) 101.007(T) cj 
<br />W 16 v 10' P.U.E. 
<br />i m -- 
<br />c1 �* 5,716 S.F. 21 
<br />Z Ly- F 5,669 S.F. 
<br />Lo 
<br />U) ^ Z c/) L U I 
<br />p W m o 
<br />n u o N44'21'39"W(R) 101.00' w Y u 
<br />� w 
<br />J Lo ° N44'18'34"W(R) 100.35'(T) 6 M R=50.00' 
<br />� w I J i rl A=246'14'06"-/ 
<br />N N 15 ,� %D n L=214.88'(T) 
<br />m 5,716 S.F. c^, ccO 22 cq z 
<br />Nif n 
<br />0 o n II v 5,674 S.F. 
<br />v II 
<br />0o z L o N4 2„W 
<br />7'05'2 
<br />"41 1 ° - 
<br />o o� o L31 0'53"W 20.00' T 30.00' - 
<br />cal 
<br />LID o N42 38 37"W(R) 101.00' o � � N 56.25'(T) 
<br />Lo 
<br />J N M 142'43'50"W(R) 100.75 a°14 
<br />LC 
<br />^ oq 
<br />4 
<br />v O cq 
<br />5,716 S.F. No co 23 2J c o 
<br />00 10' P.U.E. Q 5,681 S.F. co a 
<br />a,o ,., ,y 
<br />iaII coo n LJ -00n r 
<br />v d � M 
<br />o ^ 
<br />N40'S5' d z I-- 
<br />U) 
<br />r n 
<br />34"W o z U N 
<br />(R) 101.00' 
<br />i "41'09'0W(R) 101.00' I z 
<br />13 
<br />24 
<br />° 
<br />SEE SHEET 13 
<br />a PARCEL 2 
<br />n 
<br />II --- 
<br />W 
<br />W 
<br />-r- 
<br />C!J 
<br />W 
<br />W 
<br />U) 
<br />i LAKE CIRCULATION 
<br />PIPELINE EASEMENT 
<br />mo 
<br />TRACT 3999 
<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 />Ir- NG1 Ili =-E-R1114G 
<br />� , 
<br />0' 20' 40' 80' 
<br />SCALE: 1" = 40' 
<br />CURVE TABLES FOR COURSES SHOWN ON DETAIL L ONLY 
<br />CURVE TABLE 
<br />CURVE # 
<br />RADIUS 
<br />DELTA 
<br />LENGTH 
<br />Cl 
<br />2030.00' 
<br />0050'49" 
<br />30.01' 
<br />C2 
<br />2030.00' 
<br />103128" 
<br />54.01' 
<br />N61.p3 34 W I/ J " 1,205 61 
<br />X1.74 i 
<br />g8.25ji� p=5481 
<br />1'5535" ` 54' WIDE LAKE 
<br />R'2p3000 C2 CIRCULATION 
<br />/ 
<br />SEE DETAIL M PIPELINE EASEMENT 
<br />C1 
<br />ON THIS SHEET 0 439,26” V=165.01 1 ow 
<br />1 PARCEL 2 
<br />C5 
<br />N PARCEL E 
<br />0 01 0ll P.U.E. 
<br />(ACROSS PARCEL E) z 
<br />MI � 
<br />PARCEL 1 00 d1 30' WIDE STORM 
<br />Lol DRAIN EASEMENT 
<br />z l Z1 54' 
<br />5114 
<br />30' 1 "6247 55 W 
<br />Lt=48'26'08" 100 54.04' �� 
<br />L=42.27' 30. "610334 W 71.6 l PARCEL I 
<br />18 "5979'12'W 57.74 
<br />N48'32'56" W(R) DETAIL M 
<br />NOT TO SCALE 
<br />N47'0522"W 109.09' (FROM THIS SHEET) 
<br />A--1'27'34" 
<br />L=1.27' 
<br />19 DETAIL L 
<br />NOT TO SCALE 
<br />(FROM THIS SHEET) 
<br />k I� 
<br />SHEET I —r OF 1 / 
<br />
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