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_ SPAN <br />10 <br />S <br />HEIGHT <br />Maximum Earth Cover ' <br />10 <br />6' <br />Roof Ti " <br />8 <br />o <br />Walls T2 IT <br />u <br />Invert 7'3 <br />8 <br />Spacing it <br />13 <br />"a'" <br />Size Bar <br />6 <br />C <br />Size �Aor # <br />6 <br />E, <br />""b"" _ <br />Dimension"3" ` �' <br />2—II <br />Dimension "BW ' <br />4-10 <br />Size Bar # <br />6 <br />C <br />Dimension "C" 1 <br />3-4 <br />e"" <br />size bor ` <br />o <br />Concrete C F/L F <br />a <br />Reinforcement !bs/LF <br />O " <br />6 <br />X <br />Provide paving notch O <br />when top is exposed 'I i I <br />and when pavement �lo� <br />is P.C.C. and adjust <br />quantities - -7y <br />#4 18 <br />Proii/e 6'rode /� 0 <br />ey <br />Yee CSC for <br />A.- d a <br />3Caofii�e�fol <br />O Te%hone Co�dUrf <br />0O <br />P14RT lON6W-610//V,91 cSZ—C71'JN <br />/6 <br />1 <br />1—� <br />V � i <br />C� � 1 Roil Posf � <br />'t6ox 2/'/ — _ see A/ 9. 6 -AP 11 \O <br />/Of no 1001 DefO/l O <br />— J <br />Mom <br />1 <br />PART PLAN <br />scoa/e; <br />For exposed top, provide <br />1*4 (qo 18 each way (2' lap with <br />"c""bars) and adjust quantities <br />a"" bars ; <br />— 3/4" min. Fillets <br />Optional Const. Jt. <br />0.2d <br />d <br />-*4 <br />—"" a bars <br />� I <br />45 dia. lops <br />cJbars <br />Tr 7r <br />ir7y <br />S�� ll/i BG /oyou/ <br />C. T 1 1 f <br />F1V.D WIEN <br />16 <br />/L e101 9eUI72 kbi/ii7y <br />65�e3hfI4 #.s <br />I— <br />of C of <br />uB" <br />"b bars <br />' a" bars <br />3/4"m in F it lets — <br />Optional Const. Jt. --- <br />-�'4 M d " bars 0.25 S <br />e to <br />bars <br />or #4&18 max. -- -- - - <br />"_ -- <br />for cover over 2' <br />�2"'CI. (Typ. )_ <br />Alternative <br />Const. it., const. jt. <br />co <br />— a bars i <br />-9�77 <br />M <br />H <br />#4 *4 (a� 18 max. <br />Tz 1/2 Span <br />TYPICAL SECTION-SPM6 4'THRU 8' <br />RCB <br />a bars <br /># 4 7 e 18 ----__ <br />"4 1? 18max. <br />2"" Cl. _ <br />(TYP•)� <br />Alternative <br />const. jt. <br />Const. jt. <br />r� <br />1/2 S pan <br />Now" TYPICAL SECTION -SPANS 10' THRU 14 <br />L- LJ <br />HA L SCr, t <br />i. <br />PROJECT ENWN£ER DATE CHECKED DATE SUBMITTED DATE APPROVA". RECOMMENCE" DATE <br />+� <br />9-79 <br />�-Par�ooef <br />;Por'opef <br />/0 ho. -,q fol. 2 <br />#4'y /z <br />6 T t Sper moi/Post% <br />`d. <br />P.4R,4PFT OF7,4/L <br />/VO scale <br />4Aosf S,oaces��-3 <br />U� G R 1 Q YDUT DFTAlZ <br />scGle.. �3 = I , 0 <br />G <br />it bars, <br />"a bars <br />C'` <br />� ��'Ter/r�/i7o/ c�ecfivn <br />joe <br />��— Wii�gwa/l <br />Spacing <br />S pacing <br />ROOF SECTION <br />SPANS 10' THRU 14' <br />Invert similar <br />b" bars <br />C <br />CL <br />a <br />cn l"c"" bars <br />"e bars <br />WALL SECTION <br />SPANS 10' THRU 14' <br />lie <br />-4!J�` OF SAN 04: °U (Nl II SCALE <br />FLAT INVERT <br />N® scale <br />Span, S <br />Li Slope 6:11 <br />o' Invert Elevation <br />S/4 RC8 % <br />" V INVERT" <br />ALTERNATIVE INVERTS <br />{ _r - <br />Li Slope 4:1— <br />a+ <br />Invert Elevation <br />S4\� S/3 i <br />F - <br />UI` <br />"TRAPEZOIDAL INVERT" <br />GENERAL NOTES <br />For boxes with Span or Height less than any of thoses shown in table, <br />use next greater size box concrete dimensions and reinforcement. <br />Make necessary changes in bar lengths and quantities. <br />Quantities are approximate and for d-3sign purposes only. <br />For boxes with Span or Height or cove -r greater than those <br />shown in tables, a special design is required. <br />4 <br />DETAILS <br />SINGLE BOX CULVERT <br />& "L OOD R®� D <br />°, C,' E <br />M/NOR S TRIICTURe- #1Y593 <br />SHfr TS <br />3 <br />6' <br />