Laserfiche WebLink
U <br />�Ld <br />V)w <br />!n Q. <br />of <br />z <br />zw <br />w l� <br />rb <br />� N <br />ww <br />wo <br />�E�_ <br />O J o <br />Z N N <br />Kozo <br />I <br />^I� <br />-------------- <br />C5 <br />ZI <br />0 I <br />m <br />° <br />CD <br />1 <br />20 <br />oa <br />21 = 12 <br />N <br />N <br />N <br />W <br />W W <br />S <br />W <br />Z <br />I-- <br />v <br />SEE SHEET <br />0 <br />o ti W <br />co <br />zI <br />Lu <br />2f �� <br />60 <br />CD <br />a <br />� <br />Z, <br />I <br />I <br />I <br />rn <br />N <br />200.00'(R1) <br />DENOTES MEASURED AND RECORD DATA PER REFERENCE (R1) <br />o <br />_I <br />DENOTES REFERENCE (R1) - SEE REFERENCE LIST ON SHEET 2 <br />II <br />45'1 -u <br />SII <br />I <br />EAST 366.00'(T) <br />I <br />m <br />I <br />w <br />cn T <br />ON SHEET 7 <br />13 <br />(R) <br />PARCEL 1 <br />I <br />N <br />0.93 AC <br />I o <br />Io <br />w <br />W � <br />o <br />z <br />/ <br />N <br />� <br />I <br />w <br />I I <br />O J <br />'o <br />� <br />_II II <br />M <br />7 <br />iv�j I <br />Z. <br />O M <br />I d <br />J `o <br />I <br />W II <br />a <br />o <br />p <br />I <br />C> <br />n <br />T I <br />µ TrA(i 38321F11-1) <br />EAST 100.06(T) jN79,22 56 <br />N87'33'57"W <br />52.98' <br />I <br />I 14 <br />I 16 15 <br />I <br />BALSAM COURT <br />5 <br />45.00 <br />-------------- <br />C5 <br />ZI <br />0 I <br />m <br />° <br />CD <br />1 <br />20 <br />M <br />21 = 12 <br />11 <br />10 <br />9 <br />8 7 M <br />cq <br />N <br />uj <br />cr <br />Z <br />d. <br />C=) J <br />SEE SHEET <br />5 <br />I o <br />w <br />111 <br />a <br />AS NOTED. 3/4" x 24" IRON PIPE W/ PLASTIC PLUG "PLS 7788" <br />W <br />a <br />� <br />I z <br />(T) \ <br />o <br />52.00'. - <br />200.00'(R1) <br />DENOTES MEASURED AND RECORD DATA PER REFERENCE (R1) <br />-45-Qo-� <br />( II <br />DENOTES REFERENCE (R1) - SEE REFERENCE LIST ON SHEET 2 <br />(M -M) <br />I z <br />Z <br />EAST 366.00'(T) <br />I o <br />10.14' <br />SEE DETAIL A o <br />I N <br />cn T <br />ON SHEET 7 <br />13 <br />(R) <br />PARCEL 1 <br />I <br />N <br />0.93 AC <br />I o <br />Io <br />w <br />N0511'23'W(R) <br />� <br />cr! <br />z <br />/ <br />SEE SHEET 7 <br />I 1 <br />0 25 <br />30' Lo <br />I I I <br />QI <br />� <br />I o 0 <br />0 <br />pC o o <br />QIN N <br />0- <br />N = <br />cl� m <br />Z <br />cdN <br />O- —I co v <br />1p <br />M o <br />C14 ° 0���� lC) <br />C10(T) o EAST 303.73' �; F <br />/ <br />N81'24'557E 119.70'(1) EAST 358.7S(M-M) t�I� o <br />AMESBURY COURT 303.73' /io 55.00' Z <br />I I o — " 7 461 fi (M -M, C11(T) EAST 303.73' o �' <br />O 281'24'85 E 4'55"E 119.70'(1 ) o C12 0 -- <br />N81'2 <br />z N07'52'05"W(R) h�0_ 30 U) <br />I� o 1 z <br />m <br />1 \� 20 o �(n <br />1 19 ' � o OC <br />1 18 ' o N N <br />I <br />1 17 � oz I= _ <br />I ~ <br />51.97' z <br />I -4- I 52A5 "E 281'53'58E o' <br />z <br />o I n 1 7521'Ln <br />\SEE 8 <br />I I "E 115.31' �i <br />274420/ <br />go�.00; ' <br />45. <br />45.00 <br />o <br />W <br />ZI <br />0 I <br />m <br />° <br />ow <br />I <br />M <br />d0 <br />o <br />� iV <br />O-' L <br />w <br />IQ <br />cq <br />N <br />uj <br />cr <br />I <br />d. <br />C=) J <br />W <br />r <br />,n <br />w <br />111 <br />a <br />AS NOTED. 3/4" x 24" IRON PIPE W/ PLASTIC PLUG "PLS 7788" <br />W <br />a <br />� <br />I455- <br />o <br />1 <br />200.00'(R1) <br />DENOTES MEASURED AND RECORD DATA PER REFERENCE (R1) <br />-45-Qo-� <br />( II <br />DENOTES REFERENCE (R1) - SEE REFERENCE LIST ON SHEET 2 <br />(M -M) <br />I z <br />Z <br />0o <br />0 <br />w <br />I rn <br />N � <br />W <br />W <br />cn T <br />I <br />(R) <br />RADIAL BEARING <br />(T) <br />N <br />O <br />W I <br />U! <br />� <br />� <br />cr! <br />PUBLIC UTILITY EASEMENT <br />N <br />� <br />I <br />w <br />I I <br />go�.00; ' <br />45. <br />45.00 <br />o <br />W <br />ZI <br />0 I <br />m <br />° <br />P 0 <br />N <br />N <br />Octcp <br />OW <br />� <br />o <br />V- <br />m <br />MONUMENT TO BE SET PER (R11) <br />�l I <br />ISLAND RECLAMATION DISTRICT 2062 <br />LEVEE EASEMENT PER DN 2016-044287 <br />N81'33107 E 21-2.' 5� k ' <br />$1.33' <br />41.00' <br />-12 <br />13 <br />14 <br />/ Z <br />0 <br />N84'17'07"W(R) ' <br />w <br />20.00' oc <br />x <br />x <br />N <br />A T W <br />II /` <br />p1 r <br />o �7 i - <br />o <br />0 <br />_ 0 <br />r l\ r' <br />3828 <br />(Fi 10) <br />PARCEL 2 <br />6.02 AC t <br />C22 <br />N84'01'29"W 128.4. <br />130.00Y]l <br />N- <br />1 30.00 <br />14EA7co1!::7� <br />V 56.38' U <br />30.39' <br />6 U N <br />N <br />EAST 100.00' <br />PARCEL3 <br />0.96 AC t <br />EAST 100.00(T) <br />e <br />8.75' A <br />0 <br />6 o <br />Lo <br />24 <br />-f7)AC1(7)11) <br />2J <br />^o <br />c rn <br />io ^�o ^- ey.' <br />iM M• u <br />^ N 0 118.20'(T)(LOT 22) <br />/ ° EAST 169.96'(T)(P <br />2 = M <br />h <br />�I <br />J <br />14 <br />A PARCEL B (H-11) <br />(V <br />Lo <br />o <br />o <br />Z <br />B)(R11) <br />TRACT 3895 <br />RIVER ISLANDS - PHASE 1 B <br />VILLAGES J & K <br />A PORTION OF RANCHO EL PESCADERO, BEING <br />A SUBDIVISION OF PARCELS 1 THROUGH 3 OF TRACT 3832 (42 M&P 66) <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />MAY 2017 <br />-ENGIN-E-E4{1 NG <br />N <br />0 30' 60' 120' <br />SCALE: 1" = 60' <br />LEGEND <br />N <br />SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" <br />/ J <br />o <br />SET 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" <br />M <br />� <br />o <br />V- <br />MONUMENT TO BE SET PER (R11) <br />M <br />I� <br />� <br />O <br />ALONG LOT LINE, RADIAL LINE OR PERPENDICULAR TO STREET CENTERLINE <br />z <br />111 <br />a <br />AS NOTED. 3/4" x 24" IRON PIPE W/ PLASTIC PLUG "PLS 7788" <br />a <br />to <br />0 <br />AND (R11), RESPECTIVELY <br />200.00'(R1) <br />DENOTES MEASURED AND RECORD DATA PER REFERENCE (R1) <br />(R1) <br />DENOTES REFERENCE (R1) - SEE REFERENCE LIST ON SHEET 2 <br />(V <br />Lo <br />o <br />o <br />Z <br />B)(R11) <br />TRACT 3895 <br />RIVER ISLANDS - PHASE 1 B <br />VILLAGES J & K <br />A PORTION OF RANCHO EL PESCADERO, BEING <br />A SUBDIVISION OF PARCELS 1 THROUGH 3 OF TRACT 3832 (42 M&P 66) <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />MAY 2017 <br />-ENGIN-E-E4{1 NG <br />N <br />0 30' 60' 120' <br />SCALE: 1" = 60' <br />LEGEND <br />LOT LINE <br />RIGHT-OF-WAY LINE <br />�,_ BOUNDARY <br />- - - - - - - - EASEMENT LINE <br />- - — CENTERLINE <br />/ RESTRICTED ACCESS <br />® DENOTES WITNESS CORNER ON 3 FOOT OFFSET <br />ALONG THE SIDE PROPERTY LINE PER (R11) <br />NOTES <br />1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE SIDEWALK 1.00' <br />INTO THE RIGHT-OF-WAY, ALONG PROLONGATION OF SIDE LOT LINES, OR AS <br />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 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 />SFIEET G OF <br />Qo <br />SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" <br />o <br />SET 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" <br />MONUMENT TO BE SET PER (R10) <br />o <br />MONUMENT TO BE SET PER (R13) <br />MONUMENT TO BE SET PER (R11) <br />—1 <br />ELI <br />SET 3.00' WITNESS CORNER (W.C.), UNLESS OTHERWISE NOTED, MEASURED <br />a <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 />a <br />3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" TO BE SET PER (R10) <br />AND (R11), RESPECTIVELY <br />200.00'(R1) <br />DENOTES MEASURED AND RECORD DATA PER REFERENCE (R1) <br />(R1) <br />DENOTES REFERENCE (R1) - SEE REFERENCE LIST ON SHEET 2 <br />(M -M) <br />MONUMENT TO MONUMENT <br />(M -B) <br />MONUMENT TO BOUNDARY <br />(M -LL) <br />MONUMENT TO LOT LINE <br />(B) <br />BOUNDARY <br />CL <br />CENTERLINE <br />(R) <br />RADIAL BEARING <br />(T) <br />TOTAL <br />D.E. <br />DRAINAGE EASEMENT <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />S.E. <br />SLOPE EASEMENT <br />LOT LINE <br />RIGHT-OF-WAY LINE <br />�,_ BOUNDARY <br />- - - - - - - - EASEMENT LINE <br />- - — CENTERLINE <br />/ RESTRICTED ACCESS <br />® DENOTES WITNESS CORNER ON 3 FOOT OFFSET <br />ALONG THE SIDE PROPERTY LINE PER (R11) <br />NOTES <br />1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE SIDEWALK 1.00' <br />INTO THE RIGHT-OF-WAY, ALONG PROLONGATION OF SIDE LOT LINES, OR AS <br />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 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 />SFIEET G OF <br />