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NOTE: EXISTING STRIPING SHOWN TO <br />BE REMOVED SHALL BE REMOVED BY <br />GRINDING. COVERING EXISTING <br />STRIPING WITH BLACK PAINT WILL <br />NOT BE ACCEPTABLE. <br />REMOVE EXISTING CENTERLINE � <br />STRIPING FOR 300' EACH SIDE OF <br />THE INTERSECTION AND REPLACE <br />WITH 600 LF- DETAIL 22. <br />PROVIDE 50' BREAK IN STRIPING <br />CENTERED ON INTERSECTION. <br />SAWCUT 1' OFF THE EXISTING <br />—\ <br />AND PAVE OUT WITH 2" <br />A.C. OVER 6" A.B. ON NATIVE <br />SOILS COMPACTED TO 957,R.C.. <br />SW -a <br />CONSTRUCT RURAL <br />DRIVEWAY PER SAN <br />JOAQUIN STD. DWG. <br />R-17. REMOVE EXISTING <br />CULVERT AND REPLACE <br />x <br />WITH 66 LF -12" CMP <br />SEE TYPICAL ENTRANCE - <br />DETAIL, SHEET 3, FOR <br />FURTHER INFORMATION. <br />R/W <br />110 <br />105 <br />100 <br />95 <br />0 <br />R/W <br />TANDARD STOP BAR WITH <br />/PAVEMENT LETTERING PER ct SAN JOAQUIN COUNTY STDS. PR SO'/ cp <br />/1, / <br />R-1-1 (36") STOP SIGN WITH 9" STANDARD STREET NAME SIGN / R C6 <br />WITH STANDARD DOT LETTERING PER SAN JOAQUIN CNTY. STD. <br />DWG. R-25. STREET NAME SIGNS SHALL BE VISIBLE TO ALL <br />TRAFFIC ENTERING THE INTERSECTION, FROM ALL DIRECTIONS. / CONFORM ALES <br />'sTA. 1+31.49 / 8' TO 4' FROM <br />'ARTER ROAD R/W EDGE OF HOULDER <br />x , REPLACE EXISTING <br />+ 'xDRIVEWAY. RELOCATE Yc x / x FLOW LINE OF CATCH POIN W XISTING <br />x EX. 1 REDULVERT, AS FY OF SWALE CATC DINT W EXISTING SWALE / GROUND, <br />\ Z GROUND, 1°� / / F <br />j \ <br />\ (x co R W gg 97 �� a <br />— — — — <br />\ — —0- —C'4 — — — -j+9e -8T0u_- S 23'41 ' 35"E 9+00 10+00 ss-- — — <br />N <br />YL W <br />�— rc <br />co 1269.66 I iv <br />,_' rr----- ------------�1 - <br />_ - - - - - - - -' - - - - - - - - - - - <br />BC. STA. 1+92.40 ----- ' _____ R __ --- =------------- R7w- ----- -- -- <br />F.G.= 96.39 R=200' % CATCH POINT FLOW LINE OF <br />L=82.91' -�-93 PROP DER OF / ILR/W <br />ED <br />I N <br />W/EXISTING SHOULDER SWALE � <br />Y. EC, STA. 2+75.31 GROUND, TYP. x I <br />100 LF DET 22 CENTER LINEx ROADSIDE SWALES, TY '.SEE SHEET x <br />STRIPING, INSTALLED PER F.G.= 96.55 x x \ C2 AND C3 FOR TYPICAL <br />CALTRANS STDS. (TYPICAL x x CROSS-SECTION AND DETAILS <br />FOR ALL NEW CARTER ROAD <br />INTERSECTIONS) 50' <br />EX. PRIVATE RJV <br />GRAPHIC SCALE <br />( IN FEET ) <br />1 inch — 40 R <br />SINGER DRIVE STA. 1+00 TO STA. 12+25 <br />YL <br />w <br />z <br />F <br />1 91_40' HORIZONTAL <br />SCALE: <br />1 =4 VERTICAL <br />itvv 1+0U 1+UU 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+5i`- 12+00 <br />AT <br />• ',� <br />NO. 0SM <br />110 <br />105 <br />m <br />m <br />z ir 5c cr <br />OF 11 <br />JOB NO. <br />03133 <br />co <br />Ln <br />ImN o <br />lowU <br />Y <br />CL <br />n <br />v <br />O <br />LL <br />J <br />C <br />v00 <br />1I+�11 <br />v <br />O p�j • <br />Q <br />Q O <br />v <br />N m <br />v <br />W <br />« <br />X O 0 <br />v <br />1.6 <br />LL- c <br />z <br />to <br />^y <br />N <br />O <br />Q OD • <br />rti <br />m <br />a <br />F� <br />Z <br />q0 <br />5 <br />~ <br />i <br />N N Q <br />L <br />� v <br />OF 11 <br />JOB NO. <br />03133 <br />Z <br />Q <br />z <br />O <br />CL <br />O <br />LL <br />J <br />r <br />a/ <br />� <br />Q <br />� � <br />v <br />O <br />W <br />o <br />1.6 <br />w <br />z <br />Q <br />Q <br />o <br />O <br />V <br />o <br />a <br />Z <br />ui <br />5 <br />~ <br />> <br />ti <br />o <br />W <br />N <br />y <br />IL <br />z_ <br />OF 11 <br />JOB NO. <br />03133 <br />N <br />N <br />r <br />W <br />� <br />J <br />� � <br />LL <br />O <br />O/ <br />o <br />1.6 <br />, <br />O <br />a <br />♦ L <br />o< <br />a <br />Z <br />W c <br />C <br />IL <br />W <br />0 <br />z_ <br />rc <br />F <br />C <br />C <br />SHUT <br />� <br />c <br />i <br />C4 <br />OF 11 <br />JOB NO. <br />03133 <br />