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4 911-�,, . <br />00 <br />w� <br />v <br />i <br />I . r <br />t <br />; <br />I <br />1 <br />6' 3 "Max 6 3°M17x <br />H <br />See "9pe0101 Provisions'• <br />-�- <br />- <br />_ <br />for roil elemecl <br />i <br />With <br />Without Roiling-� <br />51e 11 <br />Min. Boll <br />Cope <br />web cs <br />G) <br />�r <br />,o <br />176ce550ry <br />3 <br />Slot holes for 6 k�l 15. 5 post I I <br />verl odluslmenl <br />-2-1%x1'2 Bol1s <br />Weld <br />T- <br />Boll 3 l-�14 xl-2 Boll <br />shim past os requited <br />SECTION A —A cl� �A�y <br />RAILING DETAILS <br />scc/e / _/' 0" <br />TABLE OF RE E"'WALLS <br />IN 0 /N P <br />oa <br />n roR'k ea s <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />/2 <br />k ' <br />I u3 <br />z5 <br />9ar5 <br />Joac/;?_q <br />/2_ <br />x <br />/0 <br />_. 9 <br />8 - <br />7- <br />+ 6 <br />5 <br />11 <br />Bar No. <br />`r5 <br />5 <br />`62`6 <br />`7 <br />% <br />7 <br />% <br />Bars <br />Number <br />2 <br />2 <br />3 <br />.3 <br />it .3 <br />3 <br />3 <br />3 <br />91, <br />I <br />I <br />I <br />1 <br />b� <br />:oE <br />SECT/ON B-B ELEVATION <br />Extend al/ longiiudiha/ p _ <br />bars in box walls 2 - <br />into headwalls <br />Thickness c/{ dfo/n/ng NOTE: Dimensions5".H, <br />box wa// th/cknessoJ wa//s and <br />boom slab /c be same <br />as adjoining box culvert _ld_ <br />With Ra%1%ng <br />"e `.b grs @ /8"t Cfrs. B`Bars(onf <br />0 <br />frvmbox a Witham Boding <br />n /BjGfrs. <br />both {aces <br />both ways. <br />Qadius o{rounding = iz bu/ no/ /ess <br />than4"or more /han the thickness <br />of box Wall <br />ib <br />W <br />GG•� <br />�� <br />,2-°`4 <br />/.5H <br />'f Bors See M/sc. <br />De/ai/ sheet <br />C / <br />/ <br />9, <br />SECTION C-C <br />TYPE 'b "� <br />(STRAI6HT HEADWALL & ENDWALLS) <br />------- �� (/ariab/e / O'7o/'6'"� /s ePs tw6 <br />S/o e t% . / Oros r- ' S acers @ * + S/ep o{{bars <br />p 2 � o; s I <br />—�- <br />h _ y � /8"Ctrs.-oufsideface , .. I <br />e Bars �.0 u 1 ki <br />„Z „Bars 4 <br />k"BarSO'. r e "Bars Toe o/'s/o e <br />�'4'in"Born j P <br /># a s 9 <br />¢ Spacers@/BC/rs. " o m�i a g'Bars <br />4 a Bars I T <br />o{u�fslae <br />• 2- m Bars /2"C/rs <br />m m k Bars5/oP h ,- Sz so,tab/es/one h bars <br />Hoops d ! alternate bars\y _C Baacknq <br />a/04h whereh <br />3' O" exceeds 4" Keyed J_Bars (� <br />END SECT/OND-D ConsfJ I <br />� 2 6 <br />EL E VA T/ON L ON6/TUD/NAL SECTION fLLL <br />T YPE 1E > e �' w No%. l er/iGa/bars <br />(STEPPED HEAOWALL OR END WALL) eX/end/}7g more <br />Maybeusedwhere future extension o/cu/ver/ is necessary SECTION ELEVATION Than /O'above. <br />/f usaJ on spans 7'lo 12,'ifmus>be �-&enoveal when culvert /s <br />extended: <br />NOTES <br />DES/6N NOTES: <br />Earth loadot 100'' Icu. P. andan equiva/en/ Puidpressure <br />kIli�q:va//s oes/gnco' fr 2'surcharge. <br />Un/t stresses: ts=20,000 0 fc= /ODD % n= /O. <br />Maximum soil Pressure= I%Z fans per s9 ff <br />,41/ rein%orcing slee/round delo,-coed bars,-onforrn%ng to q 305 -4r.9 <br />hooks shall conform to Manual of SM Practice, 9. C / 5ac/ring for <br />hooped bars 'A diorr7elers. ZMhedmen/ is 1% did, c/ear min. I' unless no%d <br />CONSTRUCTION NOTES <br />Slandard Specificalions and the Special Provisions aeeompanyin9 <br />plans- <br />E/evations, /eaglh, and angle of f/ore of' walls maybe varied by /he <br />E/7g%neer to suit conditions encountered in the field <br />h6t': <br />CALIF <br />Tooccomponyp/ansdaled c111,117e <br />S 292 CL Z Z Z 6_ <br />I <br />I I GEI GE Ef� ET, CT9NAL ENWN ER ' <br />I � �,ccnse Na-sod j <br />Ocfeber /0 /952 <br />E/ev a f- —i NOTE: /{ TypeC headva// <br />orEndwa// /sdesignafed, <br />/ayoutp/ans wi/1 show <br />E/ev a An le off <br />7oo/ing may he <br />dowelee; 20d%os%n I <br />� g /are, <br />\\✓� .tilandN." <br />TYPE C " <br />II II I <br />I I <br />IExfenda//tongifud� a/� <br />1 bars in box walls 2 0" <br />nto wings, exceptl <br />\ u 17ere ehojl occ-4..l - <br />I <br />i� 2adius o{rounding= /z but no/ <br />n less than 4'or more than box wall <br />PLAN thickness- (Omilroundingbelween <br />wing and bo., wa11 i{{are /s less <br />Mon 30 °i <br />/Where /eng/, of mingwo%s exceed' 21-1 <br />/ Place %2exP�i material of j-,Wfion <br />of u�ol,/ and oox. <br />�1® Wi/h h'oilingr /O <br />I <br />4 ""�Orains of Neigh/ <br />f / <br />o ou side round <br />1 � <br />I � �� <br />' <br />s/one Lt3cking, <br />t <br />III <br />a <br />I' <br />/'0" <br />- <br />hoops <br />t <br />t <br />G <br />fronrface,25dibs in harkkce. O t/ t <br />REINFORCED CONCRETE WING HEADWALLS& ENDWALLS <br />H <br />4' 5' 6' <br />7' 9' 9' <br />/0'1 //" 121113' /4 /5" <br />16' <br />- <br />393r3311, 1 -I4, <br />Xl3 '�5" <br />6 9 �'12'l" <br />11 <br />l 7 <br />2'3"I25 Z-74.,9'3" <br />�- <br />B <br />- ,r <br />t2 6' 2'.0 3 2 <br />3-6 3/D" 4' 2" <br />r-- <br />6' 4' /d.5" ' 5' 6" 510 6=2" <br />I <br />6=6„ <br />F <br />112" 1 2" /=2"1 <br />1=2" 1-2"' /'2" <br />/.'2' / " %-2'1 P /4" /140 <br />/'/a .1-2Az <br />l-3 a j /-4 / 43e_ <br />/ 5% /-6 4I / 7 / Ii4 1-8% t-9v4'. <br />NO <br />g Bars <br />4®/2E4�/2 /+CYZ <br />" - <br />@/2 4�/O > 8 <br />-- - 4 nl <br />4c 7 5 a/61 <br />" _!' " �5 161 /6'"6e1 *6W/ <br />�6c/ <br />.64 <br />hBa �C�I <br />�4@/214�/0�4�8 <br />�/2 4C/2 <br />- i - <br />4a7G�Se8iSt7�'6�86 7 6�6r6C&5' <br />- <br />ConccY{t <br />1 .3.5 41 <br />/8 19 22 <br />.4B .�5 .GZ <br />25 30 1 36 <br />70 .75 .8s 1 98_ L07 1;5 <br />42 49 57 70 84 i 99 j <br />l25_ <br />V 2 <br />Steel /a/t <br />3-0 A/ Entrance 4- A/ vu e <br />A Af ay be varied by Engineer <br />to.su// conditions %n the field <br />END ELEVATION SECT/ON A -A j <br />TYPE A T YPE B <br />FLARED OR STRAIGHT WIM5 HEADWALLS & ENDWALLS) <br />I <br />STALE OF CA4 FURN�q <br />D .RTMENI OG GV9LIG W03K5 , <br />EVD V SON DiN GXWPYS I <br />Note: Bor- numbers deno/e nominal diomelers <br />of round bars %n eighths of or,;,lch cBor '6-Y4"> STANDARD REINFORCED CONCRETE <br />CUL IVERT f1EADWALLS6ENDWALLS <br />Bee'oed 12-54 <br />Deleted Std. Spec N te.9- <br />SCALE 1 BRIDGE NO. <br />.Re,7-12'S4 , Date Eliminated <br />P—,s d 1-9-56, Ral6ng Defalls <br />i <br />FILE Dk. <br />