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<br />i
<br />Sualrnde Cxovnd Sur face
<br />C Note
<br />to fit pipe used.
<br />End connection C P
<br />2 to
<br />Note: Compress s e
<br />AC
<br />PIPE DIA.3acne drsr ens+nrf s•., ,
<br />g
<br />7Im er fof rte ts, ofd d+ s ! t 4,l "
<br />u
<br />a A 3" u
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<br />a be Douglas Fir Urnrnc»
<br />D 3 p 12 ' p q
<br />Permeable Material
<br />SEC. A -A
<br />i + iij 0 + t - •
<br />f i
<br />f', Compression `tlf per si!!r. V 0
<br />Structure excavation and Limit of payment for pipe, cop 12"long I (continuous)SECTION CTtC3IW structure backfill included structure excavation and Construct PCC. sof t,e+,engraineojIIIINSIDESUBG#tAiJE AREA OUTSIDE SUBGRADE ARES+ in price paid for flared structure backfill Cutoff Wall 8 woad
<br />y p p end section.
<br />i U DEr DRAIN Strut spaced as
<br />I Chomfe> .MINIMUM DIMENSIONS shown in table i '` Atternotive
<br />wire S. rE,t
<br />w Y n
<br />Lower sill
<br />c
<br />t
<br />24 9 Z 24 2-5' 6-Ili 4-0 ontinuous) ;
<br />M Y
<br />I
<br />f
<br />1 !
<br />36 { - 3 3's 2-10 a
<br />i j'
<br />rC
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<br />RECAST CONCRETEl STRUT DETAILSFLAREDENDSECTION j
<br />co F__ SPACING iN FEET Of T;MBER STRUTS FOR
<br />CORP. IUtETAL AND FIELD ASSEMBLED PLATE PIPE
<br />t8"Mvx Spoc j Omit rounding for
<br />CORP.
<br />r_.._._._._
<br />Omit rounding for pipes ress than 48 RIP> STt t T r HEIGHT OF FTiC.L tr\I FEET y
<br />diameter , DIA. SIZE Q 20 30 40 0 . 6OT -7-010f3?100FR04VTELEV. SINGLE NEQC7I PALL papas legs rhdn a8' 1
<br />1 '
<br />1_C omfer d9a'meter y
<br />Chan
<br />5=0ner
<br />W'4
<br />X48
<br />r . e I 6 x 6 1 I 6.0 5.0 4.5 1 4.0 3.5
<br />t i fi x 23 0 5
<br />Y
<br />tt
<br />Y
<br />1
<br />r
<br />4 x a 6 O a.0 3.O
<br />t D=24 t r r
<br />I t
<br />1
<br />r
<br />4 ? 6.5 4 5 . 35 3.0 +
<br />tet 7
<br />N
<br />60
<br />6 x 6 5.5 4.5 4.0 ` 3.5 3.0 i
<br />t V.._ . ,_-_ _ _. p
<br />I
<br />r 5.5 4.5
<br />r-Y .
<br />TL1D12mind
<br />y
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<br />0.., ,.
<br />1,
<br />k,1 j 4^x 4 5. _3 i
<br />L_ 1
<br />y a:
<br />w. ', ix6 6.0 5:O 3.5 3,O
<br />M
<br />jLt
<br />2'_0", _,. 7 i 2 9" 7 2 w.- 18" MOA Spac.
<br />6 f, } 6.0 4.5 c 440 3.5 3.0 3,0
<br />18 Max Spac 2'-0 •.4 M ? 0"-
<br />6 x B 5.0 4.5 4.0 3.5
<br />6 x 6 6:U + 66-0 5.04.0 3.5 3.0I`ROW ELEV DOUBLE HEADWALL SECTION , SINGLE 8t FRONT ELEV. "L" HEADWALL SECTION "L" HEADWALL j 84 '6X8 5.0 4;5 4.0 t 3. 5
<br />DOUBLE HEADWALLS 8 x 8 1 . 4.5 5 t
<br />6 x fi 6,0 1 5.5 4.5 3.5 3.0
<br />Single Double 1
<br />w 6 1 6 x 8 1 5.54. 5 4:0 3.5 3 00 1
<br />D
<br />L ngih f W - _ __ 3 x 88 4 (
<br />k
<br />l Vert. 5tee Cone, lT Vert Steet Cane. 2 O" 3 5" 4` 117, 6'- 5" 7'- _
<br />I 5 4.0 3.0
<br />6x6 .6.0 5.0 3.513.0 1I =
<br />y I
<br />1
<br />1
<br />IrrtTft -i ft.-in, burs Ips. C. Y. ft-rr1. bots. -lbs. C.v: i to ,, to to to ic? 6 x 8 , " g,_.._ _ 4 r12 ( 2 - 8 5 -0 628 I f?E3 0 5 0 0 3.5 3.0
<br />i- - t --
<br />C.FiCa ?0 10 38 0._82 0 h lf2 4, 10, 6` - 4 7' IU 9' ^ Conu 8 x 8 4. 4.2 ! l 6 - 0 12 1 4 1 O.?S 8- 6 ' 14 52 1 ,04 ' Number of V+rrtrcoi Bors C y Cl 3.5
<br />I4i6x66.O 4.O r 3.08 + 2 7- O + 12 46 0t 9 6 t4 - 6 8 _ iO 1 ._ 6 x 8 6.01-- 57 1. 11 1 t-------_. 2_.. i._._ _ i
<br />I2 5.5 4.0 3,5 3.0)I irl ft.-in:` €t.- In. Stilet lbs. r3- 5 - 6 t 2 4 9 t.0,2 t 0+ 6__ 14 62 1.3:8 t l-
<br />a x I 1 5,cl 4.0 3.5 3 0
<br />T
<br />t - M
<br />2 2 - 8 2 - 6 28 + 3W 32 + 31A± - _ O3fdr0.t21A+V2a3-8 8 - 6 t2 54 1- Ct t i - 6 14 67 P.57 S152- 11 3 - 0 36 + 3W 41 + 3W C? 4t3+O13W 6xf5 5.035273- il 9 - 6 t6 f 70 1 1.39_ 13- D I8 85 1.84 I __ . _ - - _ __ .:. _
<br />t il32 6x8 6O 4 '3 3.5 3.0jx0.59,+ 0.144 { I
<br />8 3 2 3S 40 + 3W 45+ 3W30a2It7- 0 l6 74 1 52 I4-G IE! _9t 0x# '
<br />8 x 8 1 5.5 4. 5 4.0 3.5 3.0334-5 II - S7 16 791.73 15-0 t8 96 2.2j 1 3-5 3 - 9 43 + 3W 48+ 3Wlr tOC6 +fii.14kN
<br />8 « }.tSiN
<br />fix 6 4.5 3.C3 t243- I3 4 - 3 ' 47 + 3W 2 + 3W 38 + `3YrJ 0 + .. 36 4 -8 t2- t3 +6 85 1.95 I6- 6 ! 8 ! t 03 2.5f 1--=-----.-.-_-_..._. 1144 5 x 8 5."5 4.0 3.0 1i3914t! l2- 6 l6 1 89 2.09 ! 7 6 2©_. I!6 2.79 7 3- Il 1 4 9 7 + 3Yd 2 + 3W 68 + 3W ! _. _79t r{,,tf'W4 3 x 8 5.0 4.0 3.5 3.0t304- 2 ! 5 - 0 60 + 3W 66 + 3W 73 + 3W ! 'r3 + 3yds 1.00 0. u. 20 122 103 t -- 6 6 x b 4,5 .0 s334-5 5 - 6 64 , 3W 71 + 3W 77 + 3W 83+3W Ii I'S + 0: t7W I Jfs _45 5 5 14-6 20 1 5 2.60 20-0 26 153 3.38 j
<br />2 !3. 6 tta 94 2.3a 1$_6
<br />p _ _ 8 x 8 6.O 4.5 3.5 3.0364-8 ; 6 - 0 68 3W175+ W 82 + .3 8`6-_3W I95485-8 PS-0 20 Ii9 2.. 5 21 - 0 26 tffl 3.6_4_
<br />39 4 l 73 +3w 136 3w . g3+ 3w ; 100 +168 -51 5 it 16-0 20 125 3.073 22- 6-26 16$ 402 w 139 * 0i,f9W-a
<br />8x t3 6. 5,0 4__.W }1 +
<br />0 t7 3.O2 _ 2 a 9 83 3 .3W 1-41;+ 3W }06 +3W 54 +5,lgW T __I 5a 6 2 . 7 0 20 i ! 3i 3.31 23- 6 26 175 4.30 1i.__ l 1. 1 i v_ , 6 x 8 3.45 5 51 r _ 3I iO3+ SW if1 + 3-W 119 + 3W1t71 + 0.20+N ' 1$C) - _. l Use hmodwoll tables for Concrete pipe and for C M. P. y .._.__ _ . -- ______.. 8 x 8 6.0 4. 5 3.5 i887- 6 I A + 311 116 + 3W ' 124 + 3W 1.82 + 0.21WNodedupct+ar mode in uuantit s for variations in .hirkntss
<br />51s.
<br />6 2 {
<br />1 _ ________ _____ .._..--- _ +'_ '' 3O + 3W 2c Q +CJ.21W j
<br />I All tnforc9 oslte+l e4 bars L 1.27 . 3W f 136 + 3W12.16 + C1.22W ' g L. t
<br />STRAIGHT HEADWALLS L HEADWALLS F REQ Y.F.NQ:QCT 1 '
<br />PIPE CULVERT HEADWALLS 1`
<br />A. f
<br />III
<br />Re-rne.+ble MiterLlf was i=7!rvM;.iM,-,ii Jrdt ..:, C t .. of y,qe
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