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HomeMy WebLinkAbout0 Beryl-hellman Storm Drain 3 Of 3 m t "4,,` y T 8 6�E1�GHT 2 3 4 2 3 4 5 3 - 4 6 3 4 5 9 7 4 5 7 - -- -- _ -- Maxtmum Earth Cover � - - - 4 I0 20 Ip 20 l0 20 l0 � 0 20 ! ,� , _ _-- � - --- - _ �Q I. ... �0 �0 20 10 ?_0 10 20 f0 2 0 7 p _n-. _- r - - 0 l0 2J l 20 0 �0 ! ,0 ,v CO l0 20 10 20 IQ 20 10 c0 10 2010 Loaf - - - - -- - T i 7 7 7 7 7 7 71/ 7�- 71/2 71'� 71/2 ?1 71 1. -- - - - - - - 2 d /2 /2 r , 8 $ 8 t $ $ 8 $ 8 9 8 9 8 9 81/2 9 81/2 9 81/ 9 T/ 81/ I i I I _ _ � S 6 _ 6 , n - - _ - ,--,�- -, - ---- - 2 _ 2 _ 2 9 l 8 /2 l 0 8 /2 I a 8 /2 10 cz Walls T2 6 6 € _ 6 6 6 6 6 7 6 •- 71/2 6 b 6 7 61/2 71/2 7 81/2 6 6 6 7 61/ 71/2 7 81/ 8 91/' 6 7 6 1 1 - 1� T . T _ -- + ., k l,. - - - - - - -z - T 2 2 /2 7 /2I 7 8 ,2 8 9 /2 81/2- 10Invert T3 6 6 r� 6 ,6/ /27 6 /2 7 6 /2 7 6�/, 7 7 7 7 8 7 1 r -. .2 E 8 8 8 9 8 9 8 9 89 i3 9 8 9 /. 8 /' f0 8 10 8 10 8 10 Spacing 7 m l;: - I I -� CHIEF, OFF F 5 �_ _ 4 7 __ 7 7 7 7 ,8 /2 6 8 /2 5 /2 9 /2 5/2 8 -- 5 / = 5 7/ 5 � 1 r I 1 . I I . - I, I I i _ _ , ICE 0 STRUCTURES DESIGN „ -- + _, _ 2 7 /2 2 � 5 7 /2 4 /2 6 /2 5 6 /2 41/2 6 /2 5_/2 6 ,2 5 /2 6 /_ 5 /2 6 5 6 5 614k? 6 1 REGIsr R Q ,a Slza Bar # 6 6 6 6 6 6 6 7 a5 7 6 i 6 6 T 6 fi 7 g 7 6 7 6 7 7 7 7 - s �+ / r;nG�ty R ��. so 3 5 6 4 /2 t -- - - - _ - - 7 7 7 7 7 7 7 7 7 7 7 7 -„ - - - _ in eSize 8.0r 4 4 4 5 5 6 4 4 4 3 6 6 4 4 • 5 5 6 6 7 6 5 6 r` 6 7 d bars far earth covers ` S 4 5 7 7 5 5 5 6 6 6 6 7 7 7 ers of 2 and less �f U LY 1 1980 Concrete C!-/LF 7.4 7.4 8.418.419.411(51. 14.9114.6116.8 - A 8.J 9.2 10.010.2 II,O 12.0 12.513.7 11 7 12.312. 14 - I ,- - _ - - -- - 7 2 14.2 l5.9 15.9 18.3 13.7 16. 18. 5 18.1 21.0 20.723.8 16.4 iy. 17.9 S an - - 21qli�3i�7il 1 195 24. 1 22.1 26.9 24.1 30.1 p 4 5 6 7 8 f 0 12 14 Reinforcement Ibs/I F 48 48 5Q 55 58 67 58 60 58 68 67 81 82 105 7 �' , - -- 0 81 �2 9E 97 120 124 14E3 94 94 105 II $ 121 147.130 177 160 192 123 151 131 178 160 215 192 25 -- - Number 5 6 7 8 9 10 12 I6 SPAN 10 - 1 2 HE.1aGHT J 6 7 6 10 6 7 8 9 10 1 1 12 7 8 9 10 1 1 12 T- 1 3 14 IUlaximum Earth Covor ' 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 l0 20 f0 20 to 20 10 20 10 20 i0 20 IO 20 10 20 10 20 10 20 `0 20 10 20 Roof -- Ti " 8 lol/2 8 10✓2 8 101/2 8 10/2 8 10/2 8 /2 f f 81/2 12 81/2 _ 1 2 81/2 12 81/1, 1.2 8'/• l 2 91 2 1 1 �= 2 /`2 12 9 f 12 9 /?_ 14 9 /2 14 9 /2 14 9 /2 14 10 14 I 0 f 4 i0/2 14 I I 14 Walls T2 8 8 $ 9 .( -- - - _ - - - 2 11 /2 /2 12/2 8 10 8/2 10/2 8 f2'i'0 r2 8 /2 11 i2 9 1-2- P 0/2 13 i2 1-11/-2 15 1 f 9 /2 1-1/4 912 f f /2 10 {2/2101/2 14 I I >2 15 12 / 16 I�i 17 /2 " Invert T3 �;1 II 8 II 8 I 8 II 8 II 81/ T I T� I -- 2 ( 1 8 /2 12/2 9 12/L 9 12/2 9 12/2 9 121� 9/ 13 10 i 3 f 0 141A`2 10 14/2 10 14/2 !0 14/2 10�p 14/ 10/2 15 1 1 15 111/2 i 5 Spacing 13 12 12 12 11 11 10- I1 11 I0 II 10 9 10 9 10 9 IO 8 10 8 10 10 9 9 8 10 9 10 9 10 8 1_0 8 10 8 8 10 10 1_0 IO 9 'a' Site Bar # 6 7 6 7 6 7 6 7 6 6 6 6 6 7 6 7 6 7 6 7 6 7 6 6 6 6 7 7 7 7 7 7 7 7 7 7 6 6 7 S 7 Ch -- -- Invert Elevollon 51f.ze Bar # 8 7 6 7 S 7 6 7 6 6 7 7 6 7 6 _ 6 7 6 7 -6 7 7 7 6 7 6 7 7 -7 --7-- , 7 7 7 7 6 8 8 7 8 - -- , b,� Qtrr�ension�8 `� � 2-I I ?-I I � � -- -- -- - - -- - _.� E 2-II 3-0 4-fl 3-9 2-i1 3-9 2-II 3-9 2-I1 3-9 3- 1 3-2 3-9 3-9 3-9 3-9 3-7 3-3 3-7 4-4 3-7 4-4 4-4 4-4 2-9 4-2 3-4 4-4 '; 4�4-6 3-4 4-6 3-6 4-6 3-6 4-6 3-6 4-6 4-9 6-0 Slope 4811 _ - - 4 Cirr�enstvrt I rJ' -l0 5-0 -I 5-0 4-f 5-0 4-i0` 5-0 4-10 5-0 4t7 4-7 6-0 5-1.0 6-2 -7 6-2 6-7 4-1 14-II 4-II 4-f! 4-I 1 4- 11 4-4 4-4 6-5 7-0 7-0 8-4 7-0 8-4 6-0 6-0 6-0 6-0 6-0 c-0 5 -b 6-0 4-6 6-0 o Size Bar t` 6 7 7 - - - - - -- - - - -- - 6 7 6 r 7 7 7 7 6 7 6 7 6 r 6 7 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 fib 8 8 8 8 - - - Qf:mension`G" � � �-4 3-4 7-�} 4-8 7-7 4-8 8-2 4-8 7'714-$ 7-7 4-13 4-4. 3-7 8-I 5-7 8-I 5-7 8-1 5-? 8-I 5-7 8-f 5-7 8-I 5-7 4-0 4-2 6-9 6-9 5-I 5-10 6-0 6-4 8-I1 6-4 8-11 6-4 8-I 1 6- . - _ Size 13ar 4 4 4, _� 4 8 1 1 6 4 4 4 4 4 4 4 5 5 4 4 4 4 4 4 4 4 4 5 5 5 5 4 4 4 4 4 4 4 4 4 1 4 4 5 6 6 6 6 SLOPED INVERT ;' Conc r®'4e C F/L F 21.6 26 8 230'29.5 24.' 31.0 2a fi 34.127.8 37 7 32.142.3 26. 37.7 29. 40.1 30. 41.9 32.2 48. 34.5 49. 4 ... _ 40.t 54. 5 59.9 36. 51.0 378 53.1 39,5 54.9 41.9 58.7 45.9164 ► 49.9 69.5 55. 75.8 61.6 81.3 c I o n °orcement Ibs/LF 19I 267 233 285 26r 325 ;�00 339 314 327 360 373 295 382 35 409 365 420 402 413 415 42444 471 468 534 374 471 449522 446 587 449580 492 596 537 605 564 634 604 759 For exposed top, provide 14 (a_ 16 each way (2' lap with Span, S 0 • °c"bars ) and adjust quantities »C, 1 l 45 dia. lap) »8» 'c '�� - - ��b��-1 bars ors J - - _ s � -o. .tr Na»� bars • ��.. "- j _ "b�� bars C Slope 6 1 Slope q I�� c bars �, Invert Elevation Invert Elevation x I z � - aLnvElevation RC8 1 6" r N a" bars '5/4 min F 111a9s !7 N p� a bars �--� 0ptlo®6' const. Jt. I C0 w w - -` M '/4"mtst. Fillets #4 » d i _ _-_ _ ►- �~ ___ t, r - Optional Const. Jt. d bars 0.t5 S f 0 1 0.25 S ' ! d" baars or FLAT INVERT �V INVERT "TRAPE01f�AL INVrc ,'" tx Spac„zg � -- _ _ "e"bars f �'4 � IS max _ _ 4 for cover over 2' - - I Spacing , ALTERNATIVE INVERTS I-W #4,tot.3 1 : 1-..,.�1 "e" 3or;',lj 45 dia.@ #4 7 P 18 � .. lap bars ! ROOF SECTION GENERAL NOTES #4 C' 618 � RCB SPANS 1O' THRU 14' 18mQ"• T For boxes with Span or Height less than any of those shown in table Invert similo� , .2 CI. cTyp,) use next greater size box concrete dimensions and reinforcement. 2 CI i Make neees3ar changes in bar lengths the and quantities. Alternative R C e (Ty p•) Y 9 C:�nsfi. jfi., eonst, j+ � Alternative const. 0. quantities are approxirr�ate and for design purposes only. "c-�bars @ Q For boxes with Span or Height or cover greater than those shown in - _ • tables, a special design is required. e a+r bars---� COnSt. It. a �. b bars 11 is- permissable to eliminate the 18 hooks on every other bar. e bcr�s ore at half spacing. #4 *4 (& 18 max.FtYp­ U�)o �ra bars are at half spacing. - an ",a " - _ 1 p Provide paving notch when trap 1s exposed and when pavement Is c ( Y P,C.C., and adjust quantities. cn "c°t bars TYPICAL. SECT I N-cPANS 4 'TI-If3 � $� 1/2 Span T2 1 e bars STATE OF CALIFOR'NIA - TYF''.C.AL SECTION-SPA►R'iS IO TFI�U 14• BUSINESS AND TRANSIOORTATICN AGENCY • , WALL SECTION DEPARTMENT OF TRANSPORTATION � ( SPANS iO` T61RU 14' ` a SINGLE BOAC CULVERT _ QRN�. - - _ - - �� N40.871 D 80 - SHEET tom" of N r 4. 1 d ,F Use re/nforcernent for H - 6' - - - - Toe of S/ope - - -- -- - - - -To,o of Woll _ -- .Q3D13TRICT NTy R_yr P sf Mr qro+ Inca- •°'"• t; - - -- � I ' � � � NOTE ,) Q �o S// Where l / surcharge exceeds - ,06 - Top of footing .5 , use Type (retaining Wall. /^. CRIER NG1NEiR- !ahAllN eO N H -- - /,0// QtC/`7 N, paro t 5�Akx f or/%:/ f/1 slopes, REGISTERED clVll. EN9INEER NO. 1 - Opt/ono/ Footing Lines 4 Along top '`� s�nlmited for slopes /l _ of wall, flatter than l APPROVED �ULY ( ���(7 S/ape ` cV Gutter or shoulder Fill Loyo�ut Line �''�11 "� �?otch --- / /r 5'A9ax for lzu_ A/on t /-0 parapet / � 2" / �o ,Q g op //./ Fill Slopes, c% " 'f --Angle of (fore - - _ v of wall.�� unlimited for I r f flatter than / 2. 1. : /. T YPI CA L LAYOUT EXA mPL E H l6' pert/Ca/ Gutter or Shoulder E/P1 i/. a �J r - Vertical Butter :12 f�-1,5' 4 d8' c "Bars � � /�-/ ' f� - 'c"bars '4(936 i /2 c 4 36 T YPE „C „ Figures of top of "C f ors /J // H=/O' 2JJCl 2"C/ tl Short' c Bors indicates d/stance from , all longitudinal bars in top of foot/ng to upper H. 9 -Br.aet J--/ Li /5'/ ctrs. lExtend box walls 2'-O//i t�_6 Short cpBors / M / , n a wings. except ,� " / above outside ground.— 2 c/ where expansion joint end of c bars. ,� _ � occurs. _ See Stondard Plan c� og - 9' 9 " f/-r ,, rr•\\\ 3 dio. Detail X �/-6' Vertical unless adjacent 35 dio. , H-5' to battered section,then Construction ,mint CS " rJ bars match � r/ f '� � _ ' 9 R .T� 9_"f *14Tof . Angle of / 1' S fare4, Tof. 7 \ R= 7' ,Vomit if ale of flre" s dens thaw short "') a 30D/TYPE "8" G co 2� �8 i 2G/ -- W PL Toe of slope \ A N TYPICAL SEA' T"/ON T YP/CA L SEC �'�ON Elect ,a// TYPEA ,� --.�. { ✓here des<gn H exc Beds 9 or /englh of --H=4 ° U h? l'�_�. T 1�� Wingk-i/ exceeds !.5 "H" /ace / /, , p z Exp Joins Filler a//unction of 3/_0// box and�/f. REINFORCED CONCRE TE WING WA L L ,(i min. rJ u" J , ' (7 6' 2' 6 J 9' _ /0, l / ' /2' I'3' 14' „L 1'l - -- �! r,N �!�!/ 11� 4%�/J 5/2J/ �f fil J O'! L !f ..r _6 6-2,/ 6`8 T,2 ,_8 Br2j BL 8 9 2 3-'4 _ C // 0 J/ r —J/ // ;�f--, Parapet 3�O"min. ' _ --- - /'2 /-4 /-6 1-B /-/0 . 2`0 2-2 ` 2-$ ; 2=6 2'--$` 2-/ 3.O/J � � i � ins/o°e x r� -ound12 F �----- - - - - -- lg-/0 6-2 Satter -- -- --_ ----`-- -- `�— — _ _ ' _ 'alch ' None — � : 12 ry r /r ° ' /-O /-o /-0 /-0 1_0--r--- - P ��/ /-. � � t e line and n —#-- ,� Bors �2$ Iq�/B �S@25�/ 510 5 fW74 78 7 6 9 /J�' / fi d BOrs � 2 �4@/ 'SCd�''COSl 9/ 'B / 7 /2 B /5*. /5 * , /3*9 / Conc. in .F 0.32 `� 8 O.44 0 49 D.55 O 6/�O.6? U 7.3 O.T.9 /. 02 f. /O + 1. 18 126 tip N 30 37 49 62 76 73 9C� 104 125 e `� 2-O min B may be varied by Eng/neer to uen <t✓es o not include shot port/on above the design fd limit. _DETAIL X sult conditions /n the f/elo! Design Notes. END EL E VA T/ON /2 _ 20" Unit Stresses.- fs =24,000P S.i, fc =/, 00 p.s./ z'o' E , n=/O �/ /r —- T YP `< %Nox/rnurn Toe Pressure = / Tons Isq. ft t�'/2 ,3-"4e ., 510 p max. /evafions leIL ngth and angle of f/ore of wings may /� 2_ *4 4 &12 STRAIGHT �/I/Il G d�$�°`�Q L L 6e varied by the Engineer to salt coil,d/tions encountered - /n the fie/®! Wo/ls designed for 2' li velood sur,charQE, .-� /� :/ sloping surcharge not to exceed 5'in e%votion � STATE OF CALIFORNIA p ELEVATION � BUSINESS AND TRANSPORTATION AGENCY us 2 irve/oad surcharge, or unllmried 2:/ surcharge. �J /r !J /J r/ " ' /J 1'. DEPARTMENT OF TRANSPORT T Dimensions /�, L , �! Ind, E/e��s `�"a,�d "Angle of flora " A ICON .- os apply, are shown on the plans. - *4 18 ctrs. ol/ height rnoy be exceeded by 6J'before going to next greater "N E/Irn n zle cut-off wt7// if adjacent channe/ is paved ands e�w Is BOX CU ��v y _ 20°maximum. DETA/L Y 11N1 I SEC ." �� a NC.N_ $71 LS ----- -- - ----- SHEET NN# 1oft r