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D"A "O. STATE R[a[RAL /ROJ[CT NO. � on="
<br /> GL1F .. - . I 16
<br /> "
<br /> O " - hamf
<br /> •� is
<br /> Y4 Tel 74.
<br /> I Chamfer ro " __. .I Chamfer..Y... _ t4 • 2"C "
<br /> '� 'h bars l=6 Ion °p er.
<br /> 1
<br /> Cast Steel T 'F ``Fa, :' 1--I ` T _
<br /> Frame( T _ �a�:` I �,r S/O`/�` s' i I " Point Black... un
<br /> 4 Y
<br /> - ``. "� / (+7h 9t+-7�t•� Point White...,
<br /> yi bars. 1 ,
<br /> ?' N �l-6 ona'j w
<br /> ,Joints' Pipe N: Q_ mi�tL - °^'°Frame to be C I ._ Stencil Station_. + U� ,r V
<br /> cast In two ::I ,: in black _.J o y
<br /> sections
<br /> o ih'4bars......... oo h ban ..,1 q oc '
<br /> 00
<br /> �!' FRONT ELEV. DOUBLE HEADWALL FRONT ELEV. SINGLE HEADWALL SECTION SINGLE AND ; o
<br /> sEcTION COVERCDETAILS SECTIONo-D ' 1 'A °� 'c_=-== 8
<br /> 1j
<br /> , « « DOUBLE HEADWALLS C
<br /> 15 1/ Variable Dia 1 t Steel Conc. I ► � � i"
<br /> +: 1 I" Ip" 2 of lbs. C.Y. V' Y �� ; Screws---
<br /> f * -- 16 i
<br /> - Sin It poubk "L" S I. Dbl I, Dbl. 1 ' D t "
<br /> Side 0 ni E IN _. 17C _ I . , A Retaiher Plate-`
<br /> �' ai�"4bara• + : ° �' ' ' Opening - �- ! -_ _- 12" 4-OY 6' 0" 2-0'� 17 26 044 0.65 L---__ ' .r+ s
<br /> - o�� I r 1 - ` ,� ( 15 5' 0 7-0 2-6 20 30 0.58 0.78 I � o< i - I /8 Refle tots
<br /> {_ =
<br /> b s ........... Go
<br /> i ' 1 » _ ;s �z �' °:� I }fiq� I 24 .7-6 IO-6 3=9 29 43 0.98 1.33 ----- 1----
<br /> $ bars: a t/x bars` 9'-0" 2'-9" 4'-6" ; 1
<br /> �--�,� ' �i . -- ,r ..". ""��•� • �•' I r ,,L_ _ 35 51 1.27 1.73 { � L
<br /> >: i Pipe Cbars, r o„ I ;"�ebars 3 Y n 1 1 „ ----
<br /> - i 1 - ! - 1 " �4D __ '� � � 36 10-6" I5�ON 5,.T 40 59 1:60 2.17 6---
<br /> -------- ----
<br /> /27
<br /> ---
<br /> /; BaroCs to - . 'a : 9' 47 12-0" 17-3" 6-0 46 67 1.96 2.67 FRONT BACK
<br /> ^ 4 S °o 48' 14-0 20'-0 7-0 52 77 2.43 3.27 CULVERT MARKER --
<br /> 2 i I -w. GUIDE T3
<br /> .- Welded t` < .e : '• ° INSTALLATION ON
<br /> `.o M I I nn IB"c/c " 7� g" 54 15'-6" =3" 7 57 85 2.85 3.84 u' Post same dimensions as Culvert Marker ft"Clear
<br /> REFLECTOR IN POS
<br /> r_ " Guide Note Reflectors to bel lean
<br /> 'a °" co 1 •a: :°•a ° ` 2'-0"-'t -2'-0" Note: Where D>54"use standard win wall des Omlt black top and station on Guide Post
<br /> 9. :• a: .a " ,�_ a FRAME SECTION $ Stimsonite orequal installed
<br /> -+i 6"[•-- 21-0" 6«�-- --� 6" D+ 12" 2=8%z" 6"k DETAIL FRONT ELEV."L" HEADWALL SECTION "L" HEADWALL "L" wall quantities are variable in metal retainer plate
<br /> min.
<br /> Quantities arc based onthe use of C.M.P.
<br /> 3-2"x6"=20'-0" 545 Sel.Struc. Douglas Fir
<br /> SECTION B-B ELEVATION &SECTION A-A
<br /> PIPE CULVERT HEADWALLS or Dense Struc. Redwood
<br /> „ or Dense Sel. Strut.Port Orford or Alaska Cedar .-••••B"=8"x5-4"54s
<br /> I Chamfer Dense Struc.Redwood
<br /> Surface-- 12d nails:••••._.. or Dense Select Heart Irrig.Gr.
<br /> DROP INLET WITH CAST STEEL COVER Port Orford or Alaska Cedar
<br /> x.,
<br /> Earth Backfill • -•• ;;;:;?. 'co �..... � • or All-Heart Foundation Gr.
<br /> C U Bolt Handle to drop '/.« i = ' Western Red Cedar
<br /> 3 m recess m cover. « Y 74 x IA carriage bolts /2"x 14"carriage bolts...., ,.... ' -N
<br /> /4 Galy. d . a n P 12 dia:24 to C.M.P. with cut washers with cut washers N
<br /> Q Pipe Sleeve ° nn$$ • Filter Material --•. Y
<br /> P ° 0 Ends Bulkheaded ''., .0 1
<br /> I 2-il 1 1
<br /> L-�.-- -----'r P to 7 x . / 1 1
<br /> S 71� 16�Z b opening / ../s >
<br /> .F ; "-•- I= WH. dt :, a � 6-8 6-8 Ih"'bar,ends
<br /> I " ;., lapped 12" 3"to G' _ - 1
<br /> J.
<br /> c n - 1- - I--1 -r wrapped with _ �1 ..... 8 �•. p+l'-.� { FRONT ELEVATION
<br /> _S . 1 C G in- i 1 Pipe c S° f "� 14 wire -1` 041 I �•tNa tut washer '/z cut washers
<br /> I =� E l� p '9 C� SECTION ;.joint Joint i SIDE ELEVATION
<br /> T"T�-� Sib barsp6 �..- Approx.2 ,� p
<br /> a � I `k both ways r0 .,6 WNCER DRAIN I
<br /> ' Outlet pips V long-No SlipJoiM� . ?:D�S�A,/o� Countersink full depth... "12d nails' : Joint---`
<br /> l- -- --1 Cover to be made In txo sections
<br /> C `a Outlet pipe 6 long.when Slip Joint is used--- �'
<br /> E
<br /> overlap6° PLAN
<br /> COVER PLAN ''.•......... �il.
<br /> 2'-01. 6" L thofcover+'h' LAMINATED GUARD RAIL
<br /> 31-0x p^$ Install to per 12 movement••••.......•.
<br /> x Y _
<br /> • i0_•C3 min.-1 � �1
<br /> `rl �; � 10"to8"tapes- not cor•rugated•....... • :: `•, q 1 1 1 •1 . °
<br /> .•. �► „ - S'e Di . Oto 15 Fill 15'to3O'Fill 3Y 40 Fiil 140160Fill 50to60 Fill 60toTO Fill 70'to80 Fill 80'tolOOFlll
<br /> 8 C.M.P.`` �� ola
<br /> Side _ �' `- 114 P Pi Size Spacing Size Spacin Size in Size i Size Size Spat Siza cin Size t
<br /> S a ..•� � End Band Coupler-` i� y
<br /> Opening-1� ,E > -•�- Opening k CORRUGATED METAL PIPE
<br /> Pi a Anchor to be pi when f>x
<br /> '�• " I 2Y ' Specified or ordered by the En$r. + 48 • u " « , Y Y • 1 r Y Y Y • x 1 «
<br /> P P 11 4x4" 6' 0" 4"x 4' 5-6 4x4 4-6 4'-N4-1N-0' 4x6 5-0 4x x
<br /> r-Ir bars 54" 4" 6' 0" a 6'-0" 4 5'-0" 4"x4" 4'-0" Vx4" T 06" 4'-0" 4° -
<br /> A ,: 3 �'l t3"C.M.P. Down Drain• ' 4k - 'x k
<br /> . •••• /4 d Galy.Steel Ladder Rungs ,
<br /> �., / 4 4 6" x 6 3 6
<br /> . � A
<br /> bars---9 1 1 I II "° , � 11 Y Y 1 Y 1 Y 1 11 • Y I Y
<br /> _ --• =e t-a`"T to be installed in Boxes with 60 4x4 6-0 4x4 6-0 4x4 4-6
<br /> 2 depth of 3'-6"or greater. �' 4 x x
<br /> PIPs p _ bars•I' + 66" " 4" 6=0" 4' a 5'-6"
<br /> "ba Collar of 2"pipe... 72" 4x4" 6'-0" 4x4 5'-6'
<br /> 1
<br /> " '�Uppersillsl 78" 4x4" 6'-0' 4x4. 51_0"
<br /> ° "•. h•. 3/4 Weld...... 12
<br /> --- °
<br /> weephole Round Ire ��langj
<br /> (continuous)
<br /> , 47x C "
<br /> If
<br /> 1 n c us
<br /> 3 soft, even- 84" 6-0"
<br /> k '. °° ,o e.c "• a.. tD i�i>a':'n.:..:'a.•,• e� �Omit i D.I.is i " rained wood 90 4x4 6-0
<br /> i used asSiphon or if h R:•. $ ''••-Strut s as 96" 4X4"
<br /> ``bars 6" D+12" S-0%2'min 6" to in is filled with conc. N Pn
<br /> I' to invert of pipe.) �" • shown in table
<br /> � g do FIELD ASSEMBLED PLATE CULVERTS
<br /> /2"oUBolt Handle tobtrecessed �� 2' 0 0 Lowersill-., 60" 4"x4" 6=0" 4x6" 6'-0" 4x6" 4'-6" 4'X6" 3=6 6X6` 4-6" 6'x6" 4'0" 6'x6" 3'-6" 6x8" 4'-0"
<br /> inConc.Cover I r� continuous 7 " 4" O" " 5=0" 4 " " 4' ` "
<br /> SECTION B-B ELEVATION & SECTION A-A « I I F I �`': Qx - 4X6 x6 3 6x6 -6 6X8 5-0' 6'x8' 4-6 6=8 4-0
<br /> Ao•a a':. - t 90"
<br /> 4x4.1 5.011 4x6,1 4'-0" 6X6.1 5'-0" 6X6" 4'-0. 6X811 41.6,r 6x8,1 41.01, 8X8., 41.60
<br /> DROP INLET WITH CONCRETE COVER x� . •9116"Holes Weld, r•-- 101/2 105" 4x6" 5'-0" 6'X6" 5=6" 616" 4'-6" 6x8 4'-6' 6'x8" 4'-0" 8X8" 4'-6'
<br /> 1 , a " . " " Y 1 . x 1
<br /> 6x3Y2 x%"Angle Iron 3 D` ( ��� t 'a 120" 6X6" 6'-0" 6x6 4-0 6x8" 4-0 6x8' 3-6" 8x8 4-0"
<br /> %2'4X4'Anchor bars welded to ends of Angle Q�Qc i `-� • N " " " " 1 "
<br /> � ; � _� �0 135 6'=6" 6-0" 6x6 3-616%8"13-6 8'�8 4-b
<br /> 1 .. 3/s 'h"Plate o a Note: Compression caps and sills to be 150" 6X6" G O" 6x8" 4'-0" 8X8" 5'-0" 8X8" 4'-0"
<br /> Drop Inlet quantities,inlet openings not deducted ; ,I,°.__ • -� 17 Y '� P P 16 " 4'-6" " 8',F14'-6"
<br /> Based on minimum dimensions 311 I same dimension timber as struts 5 6x6" 8X8" 6-0
<br /> SEC. C-C M Timber to be Douglas Fir common " • Y
<br /> "A" bars 'B'bars "C'bars Steel Conc. " Cement Grout 0° 180° 6'x8" 4 0" 8x8" 1-C 8x8 3-
<br /> w
<br /> No. Le No. Le*h No. Len th Ibs.
<br /> C.Y.
<br /> Std.7"Band Coupler' DETAILS OF PIPE ANCHOR -
<br /> 18' 10 3-5 16 2_9" 12 T-9„ 86 0.91 0. .........16 Gauge C.M.P. � CORRUGATED METAL PIPE AND FIELD ASSEMBLED PLATE CULVERTS
<br /> 24' 10 a-5' 20 z=9 15 3'-9 los 1.10 STRUT DATA
<br /> 30" 10 4'-ll" 22 2=9" 16 4'-3" 124 1.30 �... .::,,.Cut3"x3"openings � STATE OF CALIFORNIA
<br /> 36" 11 5-11" 26 2=9" 18 4'-9" 154 1.65 for pouring grout DEPARTMENT OF PUBLIC WORKS
<br /> Note:"D"= nominal diameteraP pipe SPILLWAY ASSEMBLY AND DOWN DRAIN DIVISION OF HIGHWAYS
<br /> Steel in conc.cover and Angle Iron not included in table. STANDARD STRUCTURES
<br /> Angle Iron over end opening, when required, to be paid
<br /> for as reinforcing steel. Fill space below invert of pipe PIPE HEADWALLS-ETC
<br /> with concrete when directed by the Engineer. FIELD JOINT FOR SIPHONS
<br /> 1
<br /> Revised
<br /> / 5-2- ..
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