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„ .; . cry .it �: ,,-...:: �,...,� - �"!"'-.T•---.s - -.•... <...n�,.....-. -. .___...— -
<br /> alt,.
<br /> + i �utel
<br /> STAT[ .[OV•. rnG[.
<br /> F- 90.3 (5) ER- /3 / CALIF ! /7 , k
<br /> -
<br /> •� 6- 3 "Max 6 3"Max. A See "Specto/ ProvisJOos" To accompany P/ansdated Fe6nysry?�c /Sst
<br /> -- for roil elemer/
<br /> '�- -- @ /Bi�trs Radius of roundiny - �Z but not mss ,.. .. ,. •, ,
<br /> I It
<br /> Ror//,�g - �9� r '�4c2+ -
<br /> - - - f--� both {otos
<br /> � 8 than 4 or mora than iha thickness
<br /> W'thout Roiling -
<br /> � both ways. - of box Wall. s
<br /> _ _ I
<br /> 5/8 Min. Bo// - •� � �i � 1 ,ay - --
<br /> . ; Cope web os �., 4� 'tl 1— ► -TZ - - - j"go ' t
<br /> . ¢ ,t _ '. F =_ _ _necessor
<br /> rS See Misc I . . INEE $ icuw[IYsEh C
<br /> - - - - sheet , I ale ober/O, 1952 �
<br /> + Slot holes for 6 /5 5 s/-� '� �' �'ou.�d/ny i F j I F
<br /> `A h ry I -`2-1 �'xl' "Bal/
<br /> vert adjustment / I K I C 1 I Gv•Ewo.Nw-L,
<br /> 64 / s
<br /> �? ! We/d 4x%a„pads - I � c�,� — _4'X �p'X O'_7” ' — I
<br /> it h washer
<br /> I5
<br /> ,
<br /> : h � I � „ BO// � � T jam--r—. � Z_O” • 2-'�4 / 9//
<br /> 2"t-9011
<br /> WINshim post as required l /
<br /> Z,,2 i = SEC 7Y ON B -B EL E VA TION _ N
<br /> Extcr�d a///o ifudii�al My - _ / '�
<br /> E/e% 'a " // NOTE. /l Type C Headwall
<br /> SECT/ON A-A .Q /jars in box Wa//5 2=C " /5H / orEndwa/I is designated,
<br /> info headwal/s i
<br /> RAIL /NG DE TA ILS 3-
<br /> Rovndin / /ayoutp/ans .Yi// show
<br /> Scc/e _/ o - - - - - - - 9 tf Elev 'a .4ng/e o!11are
<br /> ai TABLE 0FREINfORC/NGSTEEL TYPES I�YALIS
<br /> I •h" o 'k•BARs 3 4 5 I 6 7 8 ' /O /2 T
<br /> a4 a4 ** ,r S "3 s TYPE ,C N -,
<br /> Bars Bar NO.! /2 �+ O S 91817 7 6 5 , ' 11. I
<br /> 9
<br /> Bar No �`3 3 6 �'6 ' 'r7 *7 140 P
<br /> Bars rnbdr 2 2 3 3 3 3 3 3 SECT/ON C-C I ,
<br /> TYPE
<br /> Thickness ofadjolnnnq NOTE:Dimensions S""N, • TYPE 1 D i iExfenda// rongitud /
<br /> box wa// � Micknessot wa//s and
<br /> bottoms/ab fobesa�ne (STRA/GHT HEADWALL & ENO WALLS) l jrsinbox walls 4",
<br /> / as adjoining box cu/vert _10:, unto wings, oxcept�
<br /> I
<br /> I cohere e .jl occur+j
<br /> s with Rai/ir,� I I ° - - - --
<br /> ' � 'e •bars @ !8"t Ctrs. C"BarsCon/�'" without f�oi/ir�g
<br /> ( . � b from box of
<br /> --+------
<br /> h7&_C/ two ,Oy Ad
<br /> ' 0 b variable /=0 to/=6" steps � ' " (' ¢e/B" `1 2- along
<br /> fo o{wa//. Padius o{rounding= but nal
<br /> 80/
<br /> P
<br /> / r /� } �" 't _ Ste o{{bars � 0-j;% less than 4"or more Phan box wall
<br /> Bars- t o �� ,C S/ope/4Z :1 oras f SppacerSe ,� �,, °�I p / ��'e� PLAN thickness. (01nd roundii�ybafween
<br /> b b T- directed by - /8"'afrs. -oufsidefir.�. ¢ - wing arra bo., wall if{/are is /mss
<br /> • ,o,c Engineer _ _ '�I
<br /> te Bars - o r t than 30 V
<br /> . "e"dtars
<br /> k BarsUl y
<br /> � � � j � Toe of slope Where length of cuirn�cualls exceed 2H,
<br /> 4 m Bors a " I. bars Place y2 exp,//f maria/ of Jur�cfion
<br /> '9¢ Spa 'rsw/8'GY� o � 9 of•u)ol/ and box.
<br /> A With fi'ailing^ /O"
<br /> a drays o. a Bars h" � oU
<br /> �a �, Wi/h ai/iny
<br /> - --- h� 9 r-
<br /> IL-- --- T ~ arSStO rnd, w,th �I ,
<br /> J .
<br /> „ 4 sill /e s�nG ”
<br /> - 1 � Z -
<br /> 4 Hoops d' k X !f f ars
<br /> Awl t- --_— _- ., . . .
<br /> 6 )11 C/rs. a/ferns e b ��c _B _�
<br /> _ i � I 4"0OrainsgfLJ-------------- heighf
<br /> J.Bars of outside ground
<br /> 0 of a.4/i where h M • t
<br /> !=0 3=0` .. exceeds 4" Keyed p,
<br /> SECT/OND-D �- _� ;i Provide suitab/e I r I
<br /> lENO Consf../ Q• -' stone Lucking.
<br /> EL E VA TION LONG•/TUD/NAL SECT/ON • I 3 * o
<br /> { TYPE Ea 4 C"/B..* ?� W Nafc• l/erfica/bars
<br /> exfetia'I more LI - - --- - - -- --
<br /> -ION
<br /> -
<br /> (STEPPED HEADWALL OR ENDWALL) - --- - - --'- -- e/8'= y "
<br /> SECT/ON ELEVAT/ O/V tl�n /O above
<br /> May be used whore future extension of•culverf is necessary loafing may be 3• ' ' ;
<br /> /Fuse) on soons 7'to /2,itmustbe removed when cu/vert is Bowe/ed, ZYI alas in
<br /> I extended.
<br /> I front faee,3S alas ,''n back fice. � I a,
<br /> 3'O*Entrance 4=0Af Ouflat I /
<br /> /VOTES ,PE/NFORCED C NCQETE !N/NG HEADI�YALLS& ENDl�Y.4LLS I May be varied!x/Engineer
<br /> DES/GN NOTES.
<br /> fo suif conditions rn the�i/d i
<br /> Earth /oadoT/00*/turf. andanequi•varenffr/uidPressureoF3Q"r/cu.f/ H 4' S ' 6 ' , 7 ' 8' 9' /O' // ' /2" /3 ' /4' /5' /6' END ELEVATION SECTIOII� A-A
<br /> l/hii� the//s asst ncd for 2' surchar c r; . / /i . "� J ,
<br /> � s 9 9 9 W 3_ '-_3" 3 -9 4 -3 4-95'3 5-9 63 6 -9 3 7 _ce, 8-3" B-9" 9_
<br /> — , " r, , 1, / r I / M I / w / /I I r . , T YPE B
<br /> fG , — a --- ---
<br /> I I
<br /> till
<br /> � r-5 I-7 I'-9� l -/I 2 -/ 2-3' z-5' 2-T 2's TYPE A
<br /> � I Unit SfrCSsts' is-20000 /o•',• = /000 /o" ' n- /O. G 9 11 / -1 J -3 "
<br /> - Maximum so./ ressure= !/ foes er s " - " " ' - '
<br /> _ u All steelrounddeforncd ba s conformm to A .jD,S -•�9 2 �_� ' �_2 �_� 3l0' 4 -2 4 6 4-/d am 56 5-!O 6� 6- (,BLARED OR STRAIGHT WING HEADWALLS & ENDWALLS)
<br /> o 1:).; q 9 Z !-2° l-r' ! 2 i 2" /-2 /-4 /-4 /-4 ! ,.
<br /> ' - -.._� STAfi OF CAUFORMA
<br /> Hooks shall corrfoirn to Manua/ of Std. Practice AC. /. gackmq for S= !-34 /-4 /-4341-541-64 !-7 1-714 /-B/s /•94 /-/O oaoARTreNT OF VI woaks
<br /> III " Bars "4or2 46/2 14/2 r '4F/O 14e�8 x4 7 5Cwr6 5#1 tW '6r p� 6�r1/ ""'°" "'"'°""" ' "
<br /> hao/red bars !� diameters. Embedmen/ is I%� dio. clear min. !; unt(ess nod _ _.— _ _ . . . _ .. _ _ -- Note: Bal numbers denote nominal diameters
<br /> CONSTRUCT/ON NOTES hBars - _ - - - Sc,/6 5f/ 6�r r 6 6�// of round bars m fhs of on inch (gar "I
<br /> _ sigh STANDARD REINFORCED CONC�P TE
<br /> standard S ecifications and the S eeia/ Prvvtsior?s accor!'m an /n ✓ 4#12 Wt/O4w8 4(P7 1*5e8�'�5t 668 6�7 �6 (5� CULVERT HEA DWALLS�'ENDWALLS
<br /> - -- - - - - -
<br /> s P P BGys 4C�/2 Ort/2 4b/21 .48 55 62 . 70 75 85 ,98 I_07 /.15 125
<br /> /a/xs. P P y 9 Conc. /y 28 35 4/ i,30
<br /> Elevations, /eigth, and ang/e of flare ofwa//s maybe varied by the Steel rb�t !8 I9 22 25 ' 36 42 49 57 70 84 99 112
<br /> •��••-�' Epgineer to suit conditions encountered in the field SCALE BRIDGE N0. FILES' QR
<br /> •� ;
<br /> Rev 7-12-54;Date Elimineted .':� •_�—/� �
<br /> OodMIN
<br /> We. -9t IZec. Rev,eed I- a-56 , Rath �e}alls ' A06
<br /> � D.Lhd 9hd. SWC. Nates. � ^9 ', "
<br /> .e}
<br /> 4 M y
<br /> 'I
<br /> dna i4 .
<br /> x
<br /> x
<br /> k
<br /> - _. __ ..,..., '3'' M+Arrr:'ct,„ yIW._.?.ta.'.110 .6' _ + l'3Ca •s.[:"�:]7Y.->.._.. ettLsxx...a. ♦.ue�M�'.� .y ,�'i.ia!:.-,. ' . •-
<br />
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