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v <br />M <br />r - <br />LEGEND <br />F -IL Const <br />w <br />U S T <br />BEGINNING OF PR07ECT <br />�v v 15 <br />--jj K—O <br />o <br />n- <br />Install MBGR & SRT 0— <br />NW & SE Quadrants <br />See Details this Sht <br />�R STRUCTOf_ PL/�NIIdG DETAIL <br />Sta 16+54 - Sta 16+74 <br />NO SCALE <br />p of Wing Wall <br />Wing Wall <br />Structure <br />Variable Depth Asphalt Concrete R Conform to Existing Radii <br />Overlay <br />■ Limits of Asphalt Concrete <br />Place 0.5' Depth Asphalt Concrete Pavement Planing <br />0,0q' Depth of Asphalt Concrete <br />Pavement Planing — New Ditch/Swale Flowline <br />-^ Existing Pole with Anchor -- -- Existing Ditch to remain <br />to remain <br />COUNTY OF SAN JOAQUIN ° T 40 <br />HDR20NTAL SCALE IN FEET <br />2/78/IAF <br />0.21' AC Overlay <br />■46' <br />0 0 0 <br />o 0 00 0' <br />07 <br />�N J <br />N rn. n n a? N R Q A D <br />16 • r , an r" a rQ 17 18 <br />-rn rr u n <br />R & D Existing MBGR <br />Existing Tube Railing 47' SE, NE & NW <br />to remain (Typ) Quadrants, 16' 0 SW <br />Quadrant <br />Pay Limits of MBGR <br />6'-3" Terminal System (Type SRT) <br />MBGR per SP A77L1 <br />Existing Tube Railing perESP A77B1Type A) Top of Rail <br />- -= <br />Existing Steel Post <br />T i' -- <br />Existing Wing Wall <br />e <br />3'-12" 3'_12" 4'-2" <br />ELE&T—ION <br />Existing Tube Railings NO SCALE <br />i <br />6'-3" MBGR <br />Existing Wing Wall <br />End Cap <br />Terminal <br />(Type A) RAILING CONNECTION DETAILS <br />NO SCALE <br />Sheet No. <br />