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12" HIGH CLASS "A" CONCRETE CAPS CC OF — 12" (TYP) <br /> OVER EXISTING HEADWALLS AND WINGWALLSTHRU BOLTS — 12„ (TYP) /\ <br /> 1 " 0 HIGH STRENGTH <br /> BOLTS (TOTAL 4) O \ \ " <br /> 2„ , GROUT SOLID O O <br /> C2: <br /> O BEHIND R <br /> (TMP) DOWE PLACEMENT <br /> 1/4” Fj BOX <br /> N0 TO SS AGS— 5 3/g 8 1 /2" <br /> ` \ 1 1 /4" 0 HOLES (TOTAL 2) <br /> 10" ` MBGR TERMINAL 1 1 /4" 0 HOLES (TOTAL 4) <br /> 811f CONNECTOR 1 /4" PLATE WELDED BOX <br /> 1 " 0 HIGH STRENGTH SCALE: <br /> BOLTS (TOTAL 2) 0 1 FOOT <br /> #4 DOWELS ® 12" 0 C, <br /> J ... .'. 18" LONG, STAGGERED \1/4 R <br /> 24 4 LONG Q (BOTH SIDES WITHIN 8x8 DF BLOCK <br /> 1 1 FT. OF BOLTS) 1 " 0 HIGH 10x10 <br /> 1 STRENGTH BOLTS DF POST <br /> EXISTING REBAR WINGWALL <br /> 12" C C (1 /2- 0) 6., <br /> HEADWALL \ \ 61, / <br /> I EXISTING HEADWALL 3 1/4" R <br /> OR WINGWALL / BOX <br /> ,-A �`� \ See Detail <br /> this sheet <br /> m <br /> a No.21258 3'-1 1 /2" <br /> 3 <br /> M <br /> Fp <br /> SECTION A — A *J? 1 TERMINAL CONNECTOR (See SP A77E) <br /> n SCALE: ® ofC�UF <br /> A 0 6 1 N C H f ir+ N7 ZV44ahr' <br /> E 0 GUARDRAIL CONNECTION AT STRUCTURE W617 (TYPE <br /> A SCALE: <br /> 0 1 FOOT <br /> GUARD RAIL CONSTRUCTION HEWITT ROAD IMPROVEMENTS Sheet <br /> COUNTY ❑F SAN J❑ A Q U I N SCALE: AS SHOWN <br /> V DETAILS W617 (HES) 12 of 14 <br /> Drawn By Date I Project Engineer Date Checked Date Submitted Date A royal ommended Dote ACAD FILE <br /> TONY REFUERZO +a/+a/� to n7iiaµr f i6 sg \HEWITT\DETAILS <br />