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EAST 534.00' <br />(M-M)(R11) <br />co <br />LrLJ <br />LJ <br />s <br />(/) <br />LLJ - - <br />LJ <br />U) <br />67 <br />33 <br />0 <br />M <br />62.00 0 <br />C)f <br />0 <br />0 <br />Ln <br />Lo 40.00' <br />- --- <br />EAST 74.00'(B)(T) <br />37.00'37.00' N <br />--N--5' P.U.E. <br />L.LJ <br />cr vI <br />Qq <br />0 <br />o <br />0 co <br />OZ �I� <br />N <br />Z <br />Ii <br />0 <br />z <br />z <br />m <br />55.00' <br />JLU <br />55.00' <br />1 <br />30_00' <br />OS pC <br />°\C� <br />1p. <br />I <br />C] <br />- <br />- <br />- <br />M <br />06 <br />- <br />- <br />387.47' <br />=1� <br />Of <br />zl=1 <br />1 <br />EAST 534.00' <br />(M-M)(R11) <br />co <br />LrLJ <br />LJ <br />s <br />(/) <br />LLJ - - <br />LJ <br />U) <br />67 <br />33 <br />0 <br />M <br />62.00 0 <br />C)f <br />0 <br />0 <br />Ln <br />Lo 40.00' <br />- --- <br />EAST 74.00'(B)(T) <br />37.00'37.00' N <br />--N--5' P.U.E. <br />L.LJ <br />cr vI <br />Qq <br />0 <br />o <br />0 co <br />OZ �I� <br />N <br />� W ; <br />rr <br />O o <br />0 <br />z <br />z <br />m <br />a 5,798 S.F. <br />EAST 65.00' <br />34 <br />35 <br />35 37 <br />TRACT 3837 (R16) <br />38 <br />39 <br />EAST 55.00' I EAST 55.00' 1 EAST <br />EAST 55.00' <br />o m <br />25 26 27 28 � 29 <br />23 24 <br />5,798 S.F. 5,170 S.F. 5,170 S.F. 5,170 S.F. 5,170 S.F. 5,170 S.F. coo, x 5,306 S.F. <br />of fy o of Q o <br />z z z z z z <br />_o NO3'24'35'W(R) NO2'21'19"W(R <br />37.00' 37.00' 10' P.U.E�-L _ _ _ _ _C16 _ C9 <br />a !g o 40.00 55.00' 55.00' 55.00' 55.00' 49.83' <br />q C1�Zi N23' <br />EAST 110.00' <br />55.00' <br />30 <br />5,302 Sl <br />0 <br />z <br />N45'25'29"E(R <br />r -I <br />x co <br />o' -t <br />z <br />0 <br />Lo <br />z <br />o EAST 309.83 (T) <br />C) f PLUMAS DRIVE <br />M1 <br />62.0 , - - - - <br />55.00' <br />0 <br />of <br />0 <br />"I <br />O <br />30.00' 30.00 <br />I <br />LJJ= <br />�17-O <br />c 0 CCD:, <br />NIS <br />M <br />O= <br />00 <br />z <br />309.83' _ <br />368.00' <br />EAST 465.00'(M -M) <br />EAST 368.00'(T) <br />o s. <br />01 moo, <br />MI 93.17' _ a <br />p <br />�- 42.00' -j <br />10 W <br />o <br />to � i <br />M I= <br />p 40.00' <br />Z <br />GARDEN FARMS AVENUE <br />� W ; <br />55.00' <br />o <br />55.00' <br />m <br />55.00' <br />C) <br />55.00' <br />1 <br />30_00' <br />M <br />°\C� <br />1p. <br />I <br />- - <br />EAST 555.30'(M -CL INTX)(R11) <br />- <br />- <br />I� <br />00 <br />- <br />- <br />387.47' <br />------ <br />Of <br />- <br />105.83' <br />Z <br />Z to <br />'- <br />I <br />10 <br />0 <br />H <br />EAST 387.47'(B)(T) <br />P.U.E. <br />1 <br />0 <br />55_00' <br />55.00' <br />55.00 55.00' <br />55.00' <br />72.4T <br />- - - <br />- - - - - <br />- - - - <br />L10' <br />- <br />- - <br />N74.10E R <br />'24" <br />0 <br />0 <br />P.U.E. <br />1 37 <br />a <br />o <br />a a <br />o <br />a <br />� <br />so. sem. <br />21 <br />20 <br />19 18 <br />31 <br />17 0 = <br />PARCEL F <br />1-> <br />5r 1-1 <br />0 5,170 S.F. <br />0 5,170 S.F. <br />0 5,170 S.F. 0 5,170 S.F. <br />0 <br />5,170 S.F. z <br />21,771 S.F. <br />!\-,9 <br />z <br />z <br />z z <br />z <br />� <br />6,014 S.F. <br />qo <br />.7qr <br />EAST 55.00' I EAST 55.00' 1 EAST <br />EAST 55.00' <br />o m <br />25 26 27 28 � 29 <br />23 24 <br />5,798 S.F. 5,170 S.F. 5,170 S.F. 5,170 S.F. 5,170 S.F. 5,170 S.F. coo, x 5,306 S.F. <br />of fy o of Q o <br />z z z z z z <br />_o NO3'24'35'W(R) NO2'21'19"W(R <br />37.00' 37.00' 10' P.U.E�-L _ _ _ _ _C16 _ C9 <br />a !g o 40.00 55.00' 55.00' 55.00' 55.00' 49.83' <br />q C1�Zi N23' <br />EAST 110.00' <br />55.00' <br />30 <br />5,302 Sl <br />0 <br />z <br />N45'25'29"E(R <br />r -I <br />x co <br />o' -t <br />z <br />0 <br />Lo <br />z <br />o EAST 309.83 (T) <br />C) f PLUMAS DRIVE <br />M1 <br />62.0 , - - - - <br />55.00' <br />0 <br />of <br />0 <br />"I <br />O <br />30.00' 30.00 <br />I <br />LJJ= <br />�17-O <br />c 0 CCD:, <br />NIS <br />M <br />O= <br />00 <br />z <br />309.83' _ <br />368.00' <br />EAST 465.00'(M -M) <br />EAST 368.00'(T) <br />o s. <br />01 moo, <br />MI 93.17' _ a <br />p <br />�- 42.00' -j <br />10 W <br />o <br />to � i <br />M I= <br />p 40.00' <br />Z <br />55.00' <br />� W ; <br />55.00' <br />rn � <br />55.00' <br />m <br />55.00' <br />C) <br />55.00' <br />1 <br />30_00' <br />53.00' <br />°\C� <br />1p. <br />I <br />- - <br />O 00 <br />- <br />- <br />I� <br />00 <br />- <br />- <br />--- <br />�10' <br />------ <br />Of <br />----- <br />- <br />Z <br />Z to <br />'- <br />I <br />I <br />H <br />P.U.E. <br />z <br />1I <br />1- 5' P.U.E. <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />5' P.U.E. <br />4 <br />1 37 <br />36 <br />35 <br />(7) <br />34 <br />� <br />33 <br />32 <br />31 <br />o 5,732 S.F. <br />5,115 S.F. <br />5,115 S.F. <br />5,115 S.F. <br />tE <br />5,115 S.F. <br />5,115 S.F. <br />� <br />6,014 S.F. <br />a. <br />od <br />0 <br />z <br />0 <br />z <br />0 <br />z <br />0 <br />z <br />0 <br />z <br />0 <br />z <br />60 <br />I� <br />I <br />o <br />00 <br />M <br />1 EAST 65.00' <br />EAST 55.00' <br />EAST 55.00' <br />EAST 55.00' <br />EAST 55.00' <br />EAST 55.00' <br />EAST 65.00 <br />O <br />I <br />I <br />H <br />0 <br />1 <br />1 <br />Z <br />Z <br />38 <br />I <br />39 <br />40 <br />41 <br />42 <br />43 <br />44 <br />I <br />SEE SHEET 8 <br />�; <br />30_00' <br />Z <br />� W ; <br />rn � <br />m <br />E z <br />C) <br />1 <br />30_00' <br />06 <br />,nI <br />N <br />I <br />_ <br />O 00 <br />1) <br />N ZE; <br />I� <br />00 <br />O <br />H <br />O <br />Of <br />Z <br />EAST 110.06(R11) <br />IRTH <br />30.00(R11) <br />41.00' 40' <br />I <br />SOMERSTON PARKWAY WIDENING <br />V SEE DETAIL A SHEET 10 <br />I <br />rn <br />0 <br />w <br />Q a <br />0- <br />O <br />(n <br />cr <br />Lu <br />ii <br />O <br />I <br />N <br />z <br />6 <br />TRACT 3835 <br />RIVER ISLANDS - PHASE 1 S <br />VILLAGE N <br />A PORTION OF RANCHO EL PESCADERO, BEING <br />A SUBDIVISION OF PARCEL 3 OF TRACT 3836 (42 M&P 84) <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />MAY 2018 <br />I <br />N -ENG1 NE-Ef<1NG <br />0 20' 40' 80' <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 (R11) <br />{ MONUMENT TO BE SET PER (R9) <br />y.7 MONUMENT TO BE SET PER (R16) <br />3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" TO BE SET PER (R11), <br />14 <br />UNLESS OTHERWISE NOTED <br />SET 3.00' WITNESS CORNER (W.C.), UNLESS OTHERWISE NOTED, MEASURED <br />8 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 />MONUMENT TO BE SET PER (R11) <br />200.00' (Rt) MEASURED AND RECORD DATA PER REFERENCE (R1) <br />(R1) DENOTES REFERENCE (R1)- SEE REFERENCE LIST ON SHEET 3 <br />(M -M) MONUMENT TO MONUMENT <br />(M -CL INTX) MONUMENTS TO CENTERLINE INTERSECTION <br />(T) TOTAL <br />(B) BOUNDARY <br />P.U.E. PUBLIC UTILITY EASEMENT <br />LOT LINE <br />RIGHT-OF-WAY LINE <br />., _. _ .._�.....__ BOUNDARY LINE <br />- - - - - - - - EASEMENT LINE <br />CENTERLINE <br />/ RESTRICTED ACCESS <br />NOTES <br />1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE SIDEWALK <br />1.00' INTO THE RIGHT-OF-WAY, ALONG PROLONGATION OF SIDE LOT LINES, <br />OR AS NOTED. <br />2. 5/8" REBAR WITH CAP "PLS 7788" TO BE SET AT ALL REAR LOT CORNERS, <br />UNLESS OTHERWISE NOTED. <br />3. SEE SHEET 2 FOR ADDITIONAL NOTES. <br />4. SEE SHEET 3 FOR BASIS OF BEARINGS AND REFERENCES. <br />5. SEE SHEET 10 FOR LINE AND CURVE TABLES FOR COURSES SHOWN ON <br />SHEETS 6 THROUGH 10 ONLY. <br />SHEET 70 IF -1 <br />1-- X <br />m <br />E z <br />0 J <br />U <br />06 <br />,nI <br />N <br />I <br />_ <br />CD <br />o'v <br />x <br />O <br />ZofI <br />Of <br />Of <br />Z <br />Z to <br />I <br />I <br />H <br />z <br />1I <br />N <br />z <br />6 <br />TRACT 3835 <br />RIVER ISLANDS - PHASE 1 S <br />VILLAGE N <br />A PORTION OF RANCHO EL PESCADERO, BEING <br />A SUBDIVISION OF PARCEL 3 OF TRACT 3836 (42 M&P 84) <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />MAY 2018 <br />I <br />N -ENG1 NE-Ef<1NG <br />0 20' 40' 80' <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 (R11) <br />{ MONUMENT TO BE SET PER (R9) <br />y.7 MONUMENT TO BE SET PER (R16) <br />3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" TO BE SET PER (R11), <br />14 <br />UNLESS OTHERWISE NOTED <br />SET 3.00' WITNESS CORNER (W.C.), UNLESS OTHERWISE NOTED, MEASURED <br />8 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 />MONUMENT TO BE SET PER (R11) <br />200.00' (Rt) MEASURED AND RECORD DATA PER REFERENCE (R1) <br />(R1) DENOTES REFERENCE (R1)- SEE REFERENCE LIST ON SHEET 3 <br />(M -M) MONUMENT TO MONUMENT <br />(M -CL INTX) MONUMENTS TO CENTERLINE INTERSECTION <br />(T) TOTAL <br />(B) BOUNDARY <br />P.U.E. PUBLIC UTILITY EASEMENT <br />LOT LINE <br />RIGHT-OF-WAY LINE <br />., _. _ .._�.....__ BOUNDARY LINE <br />- - - - - - - - EASEMENT LINE <br />CENTERLINE <br />/ RESTRICTED ACCESS <br />NOTES <br />1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE SIDEWALK <br />1.00' INTO THE RIGHT-OF-WAY, ALONG PROLONGATION OF SIDE LOT LINES, <br />OR AS NOTED. <br />2. 5/8" REBAR WITH CAP "PLS 7788" TO BE SET AT ALL REAR LOT CORNERS, <br />UNLESS OTHERWISE NOTED. <br />3. SEE SHEET 2 FOR ADDITIONAL NOTES. <br />4. SEE SHEET 3 FOR BASIS OF BEARINGS AND REFERENCES. <br />5. SEE SHEET 10 FOR LINE AND CURVE TABLES FOR COURSES SHOWN ON <br />SHEETS 6 THROUGH 10 ONLY. <br />SHEET 70 IF -1 <br />