Laserfiche WebLink
SEE SHEET 6 <br />PARr) rte 9 <br />rrfl✓r� <br />)/ <br />26 h <br />25 <br />I/f <br />I <br />IJ <br />I -J <br />20 <br />2 <br />3 <br />5,700 S.F. <br />5,700 S.F. <br />_ <br />CL <br />z <br />z <br />Of <br />z <br />_ <br />� <br />O <br />O <br />OO <br />O <br />O O <br />v o N v <br />N O <br />7 <br />M <br />Q O] <br />- Loa i <br />EAST 350.OZ(T) <br />O x O <br />S j <br />O Of O <br />O <br />Lo p f7 <br />Z <br />O 3 <br />Z <br />Z 9 <br />O O <br />[If <br />ui ui <br />z I pz <br />30.00' 30.00' <br />o--- --- <br />ti� I <br />0 <br />I ui <br />o bI <br />o O <br />I� �I <br />EAST 575.00'(M -M) _55.00' 55.0 <br />62.00'62.00' <br />to of <br />Ic' cI <br />O M <br />0 <br />—0 - o ui o--•- <br />v3 <br />1\O— — — — — — —� <br />37.00' 37.00' <br />1r I <br />/, rlirirrL -f <br />,I <br />rr <br />I <br />EAST 74.00'(T) <br />— . <br />37 00' 37.00' <br />L <br />C) of b <br />M p M <br />62.00' 62.00' - <br />EAST 630.46(R8) <br />O <br />0 <br />6 <br />ofPLn <br />of <br />0 <br />z <br />57.00' <br />EAST 412.02'(M -M) <br />300.02' <br />295.02' <br />HOLBORN DRIVE <br />EAST 295.02' <br />PARCELI <br />0.96 AC t <br />EAST 263.V(T) <br />57.00' 1 57.00' <br />0 <br />0 0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />1 <br />2 <br />3 <br />5,700 S.F. <br />5,700 S.F. <br />5,700 S.F. <br />CL <br />z <br />z <br />Of <br />z <br />�- <br />o <br />p o <br />z <br />0 <br />0 <br />— — — — — — 10' P.U.E. <br />I <br />32.00' <br />cI <br />0 <br />u'i <br />C) <br />0 <br />0 <br />-1 57.00' O <br />55.00' <br />of <br />0 <br />cI <br />M <br />0 <br />O Lo <br />u7 <br />is I <br />0--- <br />30.00' <br />u <br />o I� <br />C) = rr <br />v n <br />o O J <br />00O O <br />°O N CL <br />x 1J.3 <br />Ia 0 <br />� <br />92.02' L z z <br />5' P.U.E.—k,[I <br />30.00' 30.00' J <br />4 / \5 EAST 60.06(T) <br />8,505 S.F. <br />EAST263.07(T) I <br />of <br />263.02' <br />EAST 412.02'(M-M)(R8) <br />MARINA DRIVE <br />r AflJrl r (riJ) <br />001 <br />87.00' � <br />PAI cri 11 (17'1r) <br />o� <br />C3 <br />87,00' <br />EAST 644.60'(M-M)(R8) <br />4A. <br />TRACT ,3 4 <br />RIVER ISLAINDS - PHASE 1 D <br />VILLAGE M <br />A PORTION OF RANCHO EL PESCADERO, BEING <br />A SUBDIVISION OF PARCEL 12 OF TRACT 3876 (42 M&P 56) <br />CITY OF LATHROP, SAN JOAQUIN COUNTY, CALIFORNIA <br />SEPTEMBER 2016 <br />-4a 1) <br />-ENGIN -E -EfKING <br />IN <br />0 20' 40' 80' <br />SCALE: 1" = 40' <br />MOTES <br />1. 1.17" BRASS DISK STAMPED "PLS 7788" TO BE SET ON CONCRETE <br />SIDEWALK 1.00' INTO THE RIGHT-OF-WAY, ALONG PROLONGATION OF <br />SIDE LOT LINES, OR AS NOTED. <br />2. 5/8" REBAR WITH CAP "PLS 7788" TO BE SET AT ALL REAR LOT <br />CORNERS, UNLESS OTHERWISE NOTED. <br />3. SEE SHEET 2 FOR ADDITIONAL NOTES. <br />4. SEE SHEET 3 FOR EXISTING EASEMENTS, BASIS OF BEARINGS, AND <br />REFERENCES. <br />5. SEE SHEET 10 FOR LINE AND CURVE TABLES. <br />rn <br />Lu LEGEND <br />r <br />(/) <br />W Qo SET STANDARD CITY OF LATHROP MONUMENT WELL STAMPED "PLS 7788" <br />U) o SET 3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" <br />Jo MONUMENT TO BE SET PER (138) <br />'o MONUMENT TO BE SET PER (133) <br />3/4" IRON PIPE W/ PLASTIC PLUG "PLS 7788" TO BE SET PER (R8), <br />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) MEASURED AND RECORD DATA PER REFERENCE (R1) <br />(Ri) DENOTES REFERENCE (R1)- SEE REFERENCE LIST ON SHEET 3 <br />(M -M) MONUMENT TO MONUMENT <br />(M -B) MONUMENT TO BOUNDARY <br />(T) TOTAL <br />(B) BOUNDARY <br />D.N. DOCUMENT NUMBER <br />P.A.E. PUBLIC ACCESS EASEMENT <br />P.U.E. PUBLIC UTILITY EASEMENT <br />LOT LINE <br />RIGHT-OF-WAY LINE <br />BOUNDARY LINE <br />EASEMENT LINE <br />MONUMENT LINE <br />CENTERLINE <br />RESTRICTED ACCESS <br />Sr-iEET ®I- <br />