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5'-2 3/4 " <br />6'-3" <br />FINISH <br />GRADEKD <br />— <br />C <br />SUBGRADC <br />DRIVE -THROUGH MENU BOARD <br />OO AUGER <br />24" UNLESS OTHERWISE <br />SIZE... <br />DETERMINED BY <br />ENGINEERING/CODE <br />REQUIREMENTS <br />NO OVERDIG WILL BE <br />ALLOWED. THE SOIL <br />REMAINING OUTSIDE OF <br />A-1 <br />THE DIMENSIONAL LIMITS <br />OF THE AUGERED HOLE <br />IS TO REMAIN <br />UNDISTURBED. <br />(D REBAR REINFORCING <br />14 S UNLESS OTHERWISE <br />SIZE: <br />DETERMINED BY <br />ENGINEERING/CODE <br />REQUIREMENTS <br />SPACING: <br />TO BE DETERMINED ON <br />SITE BY ENGINEER <br />© STEEL PIPE <br />MATERIAL: <br />3 %" SCHEDULE 40 <br />SAND SMOOTH <br />FINISH. <br />APPLY RED OXIDE <br />PRIMER <br />0 STEEL PIPE <br />MATERIAL <br />4' SCHEDULE 40 <br />SAND SMOOTH <br />FINISH: <br />APPLY RED OXIDE <br />PRIMER <br />WELDED TO MOUNTING <br />D—I <br />PLATE ALL THE WAY <br />AROUND-2 PLACES <br />O OUTSIDE BASE MOUN77NG <br />SEE SHEET 5 <br />PLATE <br />MATERIAL: <br />5/e' PLATE STEEL <br />© INSIDE BASE MOUNTING <br />SEE SHEET 5 <br />PLATE <br />MATERIAL: <br />5/e" PLATE STEEL <br />© PIPE BOLTS <br />MATERIAL: <br />Ia" x 1 J/" BOLTS / <br />NUTS <br />G-1 <br />6 PLACES <br />O" YOUN77NG PLATE BOLTS <br />I2" x 2 %2" BOLTS / <br />MATERNAL <br />NUTS / WASHERS <br />H-1 <br />4 PLACES <br />(D BASE PIPE SUPPORT <br />M47ER/AL: <br />1" STEEL ANGLE-3 <br />PLACES <br />1-1 <br />WELDED TO BASE PIPE <br />O BACKEILL <br />MATERIAL: <br />2500 PSI CONCRETE OR <br />AS PER ENGINEERING <br />(D ELECTRICAL PRIMARY <br />K-1 <br />CONDUIT SWEEP <br />THROUGH FOOTING <br />© SIGN SKIRT <br />MATERIAL: <br />0.063" ROUTED <br />ALUMINUM <br />OO MAIN MENU BOARD <br />PART J: <br />MB-DT-46 <br />Z <br />0 <br />QN� <br />J >� <br />W E 2: <br />z do <br />w =w <br />(n 4 U) <br />U <br />z <br />f <br />w <br />H <br />i fy <br />C7 Q <br />O <br />W m <br />z Q Z W <br />[0 W j <br />Wozz <br />�lbQ0. <br />U W <br />m33e Ln <br />LL <br />e 9 orl <br />