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6NEET TOTAL / I G`]JJ / ' STATE PROJ. No C DI V.No YEAR No. 6NEET$ 7 CALIF. Use reinforcement for H = 6' 8' /O' 92"2%" To accompany p/ans doled ®� DIST. COUNTY Ro VTE 6EC7I0N 6NEET TOTnI No _6NEEis Toe of Slope —Top of Wol/ r• 7 x s✓ /293 36 37 �� rn Gutter or shoulder I , i 92 2 2 / -0 ,� I —5 QI @ 12 I B..DGE ENGINEER CIVIL EXcin E[x LICE.Ist 5585 / y G I *40/D // DATE APPRov 7TL(J- C7 c bars Gutter or show/der �., E TOP OF WALL O f Y STATE HIGHWAY ENGINEER Top of footing '�4@l8 5�M012 WITH RAILING I -- CIVIL ENGINEER LICENSEN0.5945 N Optional Footing Lines "c "bars 04 Along top Fill Slope of wall. � Gutter or o - - --- - TOP OF WALL Shoulder 11 .1 N WITH RAILING //_O// , m N Layout Llne� # 1!0// ; " Ang/e of flare _ _ p '1 4 Along top Fill Slope N of wall. Gutter or --J; Note: /f Type C "headwall or Shoulder Elev. "a " _ _ i endwal/ is designated, layout T YP/CA L LAYOUT EXAMPLE H=16' Vertical Vertical Botter !12 :12 ; plans will show E/ev, o angle H=15 �_ of flare, "M " and "N." "c"Bars H=/4/ 4@/8 4018 c Bars zt _ H-/3 "c "bars i *4@36 zz� -----040J6 T YPE "C " H-!2ra H=1/' o, „ 2 Cl. Extend a// longitudinal bars in Figures at top of "c "bars H=10' Q 2"Cl �/ O Short c Bars I box walls 2'-0"into wings, except Indicates distance from H=9/ Short c Bors i I where expansion joint occurs. top of footing to upper 4"�Oroins @ /5' Ctrs. _ 2 C/ end of "c "bars. H=8' - _ °j at height of outside H=7 O co 35 dia. ground with 2 c.f. �of35 dia. I H=6' �D stone backing. % IS O x 52 key "d "bars /� key "d '/bars � H=5 � � # Rod/us of rounding = /2 but not less M 4,Tot. 7 cv /d e„ 4, Tot. 7 v /-d S b than 4"or more than box wall thick- Short "c"bars w/3 '`� =o"�=d W/3 Angle of flare ness. (Omit rounding between wing on C B C B III and box wall if flare is less than 30.0) II W W Toe of slope PLAN 24' /8' 14&j. /4' /D' 7" 7%' 8" 6" /5' /5" /3' //' T YP/CA L SEC TION T YP/CA L SECTION Where length of wingwal/s H=41 THRU /2' H=13 THRU /6 ' L/tcFi ler o junctio"ofp 3'-0" L box and wall. in. REINFORCED CONCRETE WING HEADWALLS B ENDWALLS This portion use reinf. This portion horiz reinf. rear 2 "L "or 8'mox H 4' „ 5' // 6' ,/ 7' „ 8' // 9' // /0'// / / 1 / 12'// /'3'// 14'// 15' // 16'// # // direct from Tob/e face modified as shown — W 3 2 3-8 4-2 4-8 5-2 5-8 6-2 6-8 7 2 7-8 8-2 8-8 9 2 5, O// 6@/21. F 3 -O 2% 9% i "O 4 Oroin of ght _ A "'In. i � of outside ound. /, , ,/ , ,/ , // , // , // / / / , // / ,/ /, / ,/ C /-O /-2 /-4 /-6 /-8 /-/O 2-0 2-2 2-4 2-6 2-8 2-/O 3-O * �` o Provide uitob/e ,/ // /, // ,/ // 2- 8 2- 4 I B 2-2 2-6 2-/0 3 2 3-6 3-/0 4-2 4-6 4-10 5-2 5-6 5-10 6-2 _ i B o, ston acking. Batter �� /� ' /' " None, / u / // / // / /' ' ' ' 2': 12 / / // _ O Vertical or 8 battered to S /-O /-O /-0 /-O /-D /-0 /-O /-O /-O 1-62 1-7 1-72 /-8 ,� match wo//. # ------- --- - "c "Bars �4@24 4@l8 '*5@20�56)14'5@/O 5057 6@7% 7098 7@ 61`9@150/00615#/0@/3'x/0@/ 5@/2 Inside N 4@/8 O " # # * ,� ,� ,� ,� ,� face. This d Bors 4@244@ /8 5@20 5@/4 5@/O 6@/4 7@/5 8@/6 7@/2 8@/5 9@/5 9@/3 9@ // section only. -. #6@/2 �`5U "-May be varied by Engineer to Conc. Cr/ 0.32 0.38 0.44 0.49 0. 55 0. 6/ 0. 67 0.73 0. 79 1. 02 /. /0 /. /8 1. 26 g ° ° einf. Ib%.F /3 /6 /9 25 30 37 49 62 76 70 89 /04 /25 O.c 2"�8 �`8 Vertical suit conditions in the field. z ,q SEC A - A END EL E VA TION = beignb Notes: 6" 4 0 /2 a /8 max. '�5 Stirru s U T YPE 'A " T YPE "B " t A Unit Stresses: fs =20,000 p.s.i, fe _/200 p.s.i, n =/0 1 STRAIGHT WING HEADWALLS 8 ENDWALLS Z Maximum Toe Pressure = /% Tons /sq. ft. 2- 8 i'Y o Elevations, length and angle of flare of wings may ie5 ; c 2-0 0 r be varied by the Engineer to suit conditions encounteredE O Q ! _ in the fie/d. Walls designed for 2' /ive/oad h , T__. N 3-#5x6'-0" /n heel STATE OF CALIFORNIA Z lk . l sloping surcharge not to exceed 5 in elevation 2-O 117/ 60 DEPARTMENT OF PUBLIC WORKS g ff@ 12 Place,tot. 4 bars some DIVISION OF HIGHWAYS � s x plus 2 liveload surcharge, or un/invited 2. / surcharge. 4 - , , size as "c "bars. � 2 O t 04 18c 4(g�/8f STANDARD CULVERT HEADWALLS Z � #4@/2 hE Top spacers AND ENDWALLS TYPES I1A�; �� Ba C11 � Q z WW . / O 0 O z EL E VA TION - SEC B- B r a SCALE BRIDGE FILE DRAWING D 84 (J - 62 -LI PREL. DRAWING NO. P- I I I �!