HomeMy WebLinkAbout055604-D „9, 7S, 9 '
SUMMARY OF �C _
% MISCELLANEOUS CONSTRUCTION QUANTITIES DRAINAGE STRUCTURES
A C DIKES ;The precise determination of the following items
will be made b the Engineer in the field: Prer'se length of all headwalls, endwalls and win walls 0'm d�1
Station CL Survey Lin. Ft. 1' 9 9 9 c-�
Statio4, Skew, Length, Flowline Elevations and will be determined in the field by the Enqineer unlass
38' Rt 209+»J to 211+SC ' 41'0 - I Depth of Structure. specifically detailed in these plans.
44' to 541 Rt 21.3.52 10
z I PIPE LENGTHS
GRATES z W c (LIN FT) CULVERT DATA
TOTAL 5-20-•793
Q c W G CNP o
UW
CC O
f-
O
vow '� m i� �m cv u w °• DESCRIPTION SiAT1011
CL SURVEY
(� S BUILT
p�AIVS s a a
AS
(;�( _ u .=
0. 2
Date Completed 3e 1 253 Construct Standard GWP Intel with 36R Grate H = 5' "j Lt 209.04!
X Da,ument 'ifQ k, 6' 12 -- - _/S Extend Existing 36” CHP 44' Rt 212-75
Y 7 Construct Standard AC Spillway Dowr.drain 35' R• 213•12
B Remove and Dispose of Parapet " 35' Rt 213-38
Normal CH " 3.0 6 Extend Existing 3.5'x 2 A x 6 on ExistIn
3' 3'-.� _� ype,"E" Endwall g grade —— ----
Construct Standard T
A Normal CH A Flow Line
CH+0.1 6 7 - Construct Standard AC Spillway Downdrain •) 35' Rt 214♦50
Pavement 1'+1'� Remove and Dispose of Parapet 38' Rt 3+44
1 Str Gd ++Str Gd Str Gd e Direction0 0 0.4 Plu Outlet of 5'x 3' RCB with 8-inch Class "B"
of flow Walley �- a 0.90' Concrete Curtain Wall (See Detail)
c 1 ••Valley= Y ;0 0.1' De pressio"�' 0.1 ' Plug Outlet of 24" CMP with 8" Class "0" Concrete 38' Rt 4•21
i Grade-� S
Stca� _.-Slope broakline 0.4 Remove and Dispose of Parapet 38' Rt 6-88
Plug Outlet of 5'x 3' RCB with 8-inch Class "B"
I
B SECTION B-B Concrete Curtain Wall (See Detail)
_X PLAN 2 797 1.8 Construct Standard GDO Inlet with Two 24-15 Grates H = 3.93 " 45` Lt 12+00
0.8 Construct Local Depression (See Detail)
Gutter depression _
Gutter Slow line 32 14 286. 1287.4 0.024 32 Place 24" CMP Con^ect to Existing Inlet box 45' Lt n5' Lt 12<VO to
Direc— do _ o RETAIL
on of fl,•w Too of curb 1.9 Station 12•35 Remove, dispose and replace Existing concrete apron 45' Lt ..-35
- LOCAL DEPRESSION (See Detail)
�^4'�3' I _ Curb height LT STATION 12.00 3.6 2 1 1050 4.8 14 6 32
�- 3 No Scale TOTALS
LClear grate openinq !!!
SECTION A-A 7 I R=3/4"
NOTE- L / a U
Section A GDO Intel —��tf�� Remove S Dispose of Parapet 91 Slope as directed
= Limits of concrete 24" CNP �/ to Top of RCS ,�• by the Engineer
apron to be r l -- ��Exist. DI "' I ,a'-
emoved. _ '� J, _
a -S{I-
Section B -- `� Const 8" Class "B" _
Limits of concrete a �F'- A a •• '
X to be constructed. apron B �II _ PCC Curtain Wali . . p• '
-------------
END PROJECT ----- m-1 o i i — B" �+ 10"—�
RM Exist. 24" CHP STATION 22F5p I I _' I
Construct T 5'x 3' RCB ! I
-� ype GDO inlet 1 1 UPLAND TYPE CURB
�- & Local Depression -+ -I I
-.� ° n Scale: to = 5"
7 �_ — Plato 24" CNP
ExZI
is�t�tq" CH;4__�� -- - I �----
�- �f- �� II 7 B"I 3 rte•
R/W
' c�ei— I
ro v
r
Exist. 24" CMP st
e. MISCELLANEOUS DETAILS ,
`� �✓LExi .
i lined ,rith "\ ' 24"CMP SIDE VIEW OUTLET VIEW M I S C E L L A N E O U S Q U A N T I T I E S
X .�o> 22"WSP
DRAINAGE LAYOUT �� � A N ft
IW \
Seale: 1"=50' 8" PCC CURTAIN WALL DETAIL
$ ��
r/�/IIXI �a Exist 24" CHP (AT ABANDONED RCB'S) D R A I N A G E L A Y O U T
Seale: 1"=21
AW-7— Doe DvOPrq�eer Doe SCALE: AS SHOWN
er o+elx«oe,e,.rd<aer Doe �'�'��d�•'"�`='
1
`
�
` price paid for Roadway Excavation DIKE AND GUTTER Rood _�Less hon 12
1490.smooth goly bulld+0od with relnlo,"bends 4"i 24.,26" - 4- 121 accompany arts
—)— 14go,smooth goly.taper with reinforcing beads jl��"16 or18"—% �`'�•, fi mini r 2,�
_ T _ I � f t'�c--- �' GISTotf.T COLLVTY E �.:^.TION "••• _••.
Cy/// sea• 9 uo�q r; ! /4
_a_o Corrugated Metol Outlet Pipe I -g D J g rsbpe��15 J
12,-1D J Ta m APPROVAL RECObWENDED
y� -I apexed oval inlet ! !�' Colbr of 2" WHd - Oownaran flume 16 gage
2'-O"—i--6=0" END VIEW ope--T\. Clip bracket 2•OrF, corrugated metal 19 sections p
Toper joints may be PLAN Drill atop for i"z 1 / l
welded Or riveted 9 Fi/i - ee*o+9nyo
)Olt- f��yJ..I ch;I EtgmaDkrw rn sr90
ENTRANCE TAPER i " r omit Anchors - 2, Acameo November 19.1959
5 �i°ie angle min. •:� where fill height<5'
Sttaulder -... 36" ,tom•,('�1� J S;tied notes for �. � �f corv.'Enwwiwn.W.3aso
Ip M T'-n I /I K z. gaty bolt.
'Dalley line -18" 16"�•6'�6 \ T-- RY'—'-ocanw srae nt -_.�-
Iia Entrance T.pr I�1 ' 2"D o rate cW Fav' ii Engin o ssas
f SECTION A-A Slotted hole for
,6"mn �Rz+�,4 I /8orf2"Outlet P,pe k -I Ig"pipe,6'long i
1 ,4kl:�4r. 100,15CMP j each side of flume "x:,9aivbol T.
Bulkhead � •-,,\
�i--Flotten or Point 487--- �- F51 l
I 12" 12 gage
1 :,. C •6r ` 1 20" gely.taper 8"
Z. ��' Y��o�� 10"-{�� l L
Overtop , ANCHOR DETAIL s Weld 24"�� Flume stub
i r 16gQ ON.
d III I Install to permit \ /)^ 9
12°movr merod.
12GoGoly I / SIDE VIEW
10 108"or15'to12"toper--� ��{ re I �N I Anchors-�,l-_ _ I I
•g i `l�F l_ not corrugated '+tet 1 4�rea c
8"or 12"Downdra�/ •:�r E �a�:a _ + 48°
t W
$041 I rn Bond Coupler ;ri ` lg _ SECTION B-B
i 1 I W Pipe Anchor- - 8'or l2"Davndraa Paved Gutter
_i "yam` Flare�'l �1
A A SECTION A-4 A i' _ Anchor\ A Igaly.
` Notes Cable,stip joint or + ; I u `-I nSIOPe.-/mom•-� (1 Bulkhead
t8 } JI anchor assembly to be 1QEfume--'Mian
placed when specified toY, n Ib-op� m I i0"
.`n �'� Use 10'length of gutter flue on a Web
_ t - both sides a sog location I'r Flo e/ 72.,
I i I PLAN T ^9 -L-
TAPERED INLET AND FLUME DOWNDRAIN weld I I
ENTRANCE TAPER AND PIPE DOWNDRAIN
Use 10' length of gutter flore on
both sides in say location
CoHarof 2"pipe, t TAPERED INLET
h U Bolt V4 or V'Round Iron 11"
7h'or4 Round Iron Wekfi
1 yi R Weld Collarof2" I I 6•-� I
h'R t ( pipe _Snoutder_. 3•_ I —
II
hales I�/e` I F' 10�'i 10
I sr,Web. � t0u�or 14yz -4
7111
r�
Weld. c {' e- 1
( +f fN 6 {.
-mitt. ��a` 2' „y�•,�� / 8"
r` _
t
2"Dia '1414"a 18ye 2 Do 17"a 21 - 4 SECTION A-A 'moi
s/ecommoncable or/ 2-%"cable clamps WITHOUT CABLE _o
wire rope,galvanized. two on each side i o
o`
One on each side. `c � _I I a =
v WITH GABLE o 8
�1,99
$ 3.1 o `II 4 c Note may b semiction it slope arch
} I may be semicircular,vee or
LL I' ` ' a, trapezoidal Min top width:25"
Ccensanified. Clampsfobeused Ems' lbw Mm depth-S",
when specified. �
". � ANCHOR ASSEMBLY
ALTERNATIVE A Paved Gutter a
Fiore R`3
�Y m _
Band Coupler 3
.' Weld .I" 112 _ - AS BUILT PLANS
SECTION B-8
See Plane Collor of 2" h ( ATop of Dike' n___—
=gym Details
pipe Contract No.
Z—
- mi PLAN m Date Completed--
/ I p o �34
3- m Docament NO. ���
"t'O=� Cable m v
f V 8 Clamp U
a.
ASPHALT CONCRETE SPILLWAY
-- - - - �- I Cables and Cable Clamps tobeused �o
when specified.
_ to be used on fill slopes Hat ter than 29 Use
7"Band Coupler —ISI I%s IT/a� I I '° Too NOTES 10'lenoth of gutter on both sides n o sag location STATE OF CALIFORNIA
ti DEPARTMENT OF PUBLIC IW0RICS
- � Holes to be 19/"x3/4. I- For payment purposes, DIVISION OF HIGHWAYS
12"BandGoupkr-- 4" 4" 32
on Anchor Assembly stall
Mdtericl lobe i"plate ANCHOR ASSEMBLY include two Pipe Stokes.
24"BandCou pier- — 5"---5 aPipe
Galvanized after fcbrication. ALTERNATIVE B 2-All vans Stakes and Hardware.to ace
Length of bond coupler measured 12" galvanized after fabrication. /�
parallel to the center line of the pipe. PLATE. DETAIL OVERSIDE DRAINS S5AvTO-I
Rev fitly NWes
II-IS-I.ta
I—CAU. �I
2" i�Angle to suit Curb Face
�.Match Curb Type ? -10 I to hole in face L� I I 70 occomp°ny dots daieOn�7
T
2"
I- /Type A r_---____ .i2" bEnd Veit. DISTRICTICOUNry E SECTION
�\7/z curb only Ern %Same slope as gutter I Nut tight on lost thread 1 r//// 1 SBd 9 elo%A •9 /4
t I c --Z td- I- I' 1' I' I'd I �'
Edger �� 90° L 2/z x 2,2 x/q. /( Stirrup APPROVAL RECOMMENDED
u Vert. 5"mox
i ( Angle>o match z r___ 6 Protection Bar l
Finish curb faceCo
r!
Jy9 % o@ 30"± lendod Threaded 3"on top Gutter depression _ �-
e e ¢y �
m on bottom of slot
tF" E.q•.ne«o:Dacron
\3"Fillet '° Edger Finish c v E"c=r«Le r-,N,7e03
Min 10
FACE ANGLE ANCHOR DETAIL
1 vonoble
5W-18.5
L o M'n Depression Min. in Azo
d _ \514.186 PROTECTION BAR ;
DETAIL
-
f2 See Note 8---. ((See Note No ) tWl+"or�R°1''"`n
$ .6 .,Ergrc .se aS945
e
OD
1-6°1 —2'-0°—�6I-6' --2'-0 —,f,6'� —t Anchor 41' 4 Bars staggered
SECTION B-B See"X-X^ SECTIO
N D-D GENERAL NOTES
16 y1 "H"depth for boxes is 3'-6°unless otherwise specified
SECTION F-F
1
�- rtTT D 2. For"t"wall thickness,see table
4'-2 VZ 5. Reinforcing steel shall he c 4 bars @ 18"±centers.Placed I%2
----------- y4 3 y; clear to inside of box unless Otherwise shown.
,� z 4. Steps-None requ°red where"H"is 3'-6"or less Inst°II one
F o Fi
Stove bolts and a o F , � I ___-------` s. � i step 16°above floor when"H"rs more than 3'-6"and less than
0i .,,,,,,washers Type IB-9 Grate - ° 9 7T° ! 5'-0 Where"H"is more than 5-07,steps shall be evenly spaced
i�l o °/z Stove bolts and I '.. Type 24-12 or I i ° 3'-10%2—I , @ 16"intervals from 16"above floor to within 12"of the top of
0 o a Iockwashers ' 24-15 Grates m IDI moo.
�. @ the Dox.Place steps in wall w;thout pipe openings
'� a ° I a 5. When curb openings are 7"high or more,place a°6 protection
° �J
`/z Stove bobs M oI40 0 ;� bar horizontally across the!eng h of The opening and bend back
W=2'-113/8,1 3'-53/8----(6'� — — j and Iockwoshers(Place =i~ L3%2x3%Zz 3�x 4"into the inlet wall on each side.
PLAN f—II I between grate slats) M�°� ber z 6 Curb openings longer than 7'sholi hove one curb support for
TYPE GT! 1- I _ II Total-4 SNF 18.5 �}J ° L4"x3"x%z each additional?'incrementorfractionthereof
6' w=2' 113/- J iI �- 1
J g e C' _ 7. Pipe(s)can be placed in any wall
�' PLAN ( 8. Curb section shall match odjocent curb
I'-0' Face Angle Anchor pL SECTION X-X Holes required only z 9. Basin floors shall hove wood trowel finish and a minimum
}"Max. F—Batter Match adjacent curb 6"min. TYPE GT 3 wah trash rack slope of 12:3 from all directions Toward outlet pipe.
f "=' Vac(O.I Max.depression in 10. Alternative reinforced floor when directed by the Engineer.
Edger Finish GRATE FRAME DETAIL II
shoulder location) Gclvonizing:See Standard Specifications or Special Provisions
12. W=2'-113/8 for one grate Add 3'-53/;for rdditianol grates
/ - in tandem.
I6 II q °4e 4"Staggered 13 No deduction in structure concrete quantities wi!l be mode
=� L I! Match curb type =re..,,,d
4" " %� '% %x%�
°D Variable depending Match curb type 4 , for pipe wall thickness.
Type E shown
on curb type- I-^lO'�-i Type A shown 14 See"Standard Grote Detmis D77 f Grote and Framedetails.
IN
H x C ' ' �- - 2 0"—•-� v 1 Long ..--� 15. See or fortDeoressiondetaiLc>-r _rash Rack-To be used at pumpinstallations only _a. 3—Fillet ° 1° °s 3Ax%x z x z 3-4" i ABUILT PLANS
I° Mn.
n t No.
SVF18.5 Mm �. .�3"Filler .-�• Mi Contrac (�i3e
a r SNP 18.5 j . H TRASH RACK Date Completed
' ,y: " I(` H _ H — t (For use with Dump installation)
E t°°»� 4'-9" �+-L-I I° _ �0'ar Less 6" n Document No. ?a2nQ'134
\IS/8x35/;Keys PPP o j8'
SECTION A-A 3 I I
�--�
r•4� �{ J et / I
x c / Parallel Grates:Gut s%off ends of bolts o , cD A +° , 'aD n I t I I 6 1V/I
3 a � (boltetrgrates)or bars ,- - e_
p.s
(grates,grates)For bolted tack weld one nut to 31-01. I-t-j Ke ° I f.°
olt orpeen threads to hold one nut. Y (�3 Mm
SECTION C-C SECTION E-E
_ /;
w E ti It 4
I tx rungs so be In oozes
teel laWer
_ ALTERNATIVE � having depth of more
t
Type 24-12 F1 ---- -II ------------
- m --- ---- '
than
3'-6"
or 15 REINFORCED BOTTOM (See Note
4)
Grates (See Note lO)
a ------------- ------------ STEP DETAILF I p
Anchors -------------- Xu'.-
(face
angle) '. I (� ! O ° °
,n %z Stove bolts and Type 18-9 Grote o %z Stove bolts an I i Type 24-12 or
Iockwashers i , lockwashers I; ° 24-I5 Grates
F�- ° L SLA — - �� STATE OF CALIFORNIA
Curb batter DEPARTMENT OF PUBLIC WORKS
X L,� L -j DIVISION OF HIGHWAYS
Lt I I t t L W=2'-11 '8 I 3•5�y--.I t.j LI, 1 J _ W=2'-u3/•8-•�-- 3'-53/; -- tJ
PLAN PLAN PLAN STANDARD o
TYPE GDO TYPE GT2 _ TYPE GT4 STORM DRAIN INLETS D74-I
3.11.4/�'d�udo
Non.So Ocs,awsa ... er,r. .•,,, f 4
Redwood cover used where One or mora alt openings Oio. •42"f
-alt 7bam�pnryi�bx'»dsYd�,2���s/ yq SBd 9 !/n/,A /O /4
}hare is 1,0 donger of wheel can be used.Locetion and
\Dodo.-... 2A" open;, number as Ordered by the openin
• ..•Otherw,ee ux Type GCP inlet Engineer.Openings may
be cast irk pipe.
A
' �\ a f'MEM tRtiiR it's,•P"R
IONE SiP ASSCL FLRM!'t it
• � , t i -`\\
Tom
UMI 3)1`-P m AIS
--,`E3 ((�'1}• i _ �j�� i TWA 51•4rr STEM>11ML1 ME M1LY
/ �� -- .` IXFEWALS FMI1S• HOME FLlit TI�ITMia.39'Me.r'
T
_ , 1 , \/•t"Checkered le -t�� ,\ .. HE,TOP OFT .
CM►and SMI. RACE STEN Ia lSiiy:_\M E°
\\ i SPt 20d goS�.roue �`� JH coec.p+P4 IMUT FIFES 9W NOT- \•� i r - �°
G 3K`VY Kre - `, `Iwo SANG. ��atMK aAa Y� .
e 3x3x,/ underside riveted to cMr
EMPT'FOR INUTS tau AS JMICTNa SSRM,.**I*-.:
. •FLSMtO M"L IMVE A XIIIII l SLMf OF loo)MM
Puseh t•hole in C.M,D_ RMECTISIIS 1000 Owty GIME AM A WM 1Miitih
Loe-lNr ea.:b.ra eE%-1.will ha. - -,'.
ppe Main Aurrooe flow
TLIP.
V.4ybots
" Type 36R Grate
2"Redwood IfiMICES FFLMSR
� 2 zb^Redwood top A• Y+ MAY SE REMM 6V YK
b[EDETAIL' 1� �T SEE DETML`V .j - 5IMDcT#A,-
DETAIL'F ►• - ?.UyVM121115!"�EESPANDr,QD.SCEGFICA}•>aR9sI3Q'
�-
` y SEE #�
Ws.INI•tug �eoaded end• ':i o � E�O1TI - a_�..
o� a>,SESM:TISa IN iTRSCTMIE CSMCRETE-�"JiT*i
graded to 8°O• ' ` _g 1 �—'--i •`. MK FMl M1[110"Taa 01ESS. r
A •• ,-SEE•STANAM RAN' OM 11W NATE AIM FM1[,"..
y.`•,` .` •p\ so — Calk seal.with •: :0 :! ,'�49TAILU. "
• a.e parols rka (Sand asphatt mastic �.: -:. .E' �: . ' ;' •_, , ;. -. (`
CswWce A.W. mortar A , :• .;'
: L waw InletpiDM ;� .� SECTION. D-D
: SEE TYPE GMP FOR TSpTTON DEb1AN SSE'eam cw 9-15 Foe%.ITobt^ae�iti4e�
o r
ls• TYPE OMP TYPE' OCP
nSECTION C vurtrl STSE�mvem
e' •
' _
Yat
e�tw,
r., (.1 _ •.•; ..••, •••:�•8•::.•• .e•':e f'..: Jt____•_�:_��r•!_L1�_-•.•.< r;{at T✓4x2LOreUrsvedfG IotYtX ��.> .A,
L!6-_I_ ••i, •�;. •a'��".i•' •.i. 'a' ,i Ya Chcdtcred R.
�•�' . � f '_ 4'-O«diu,bole• 1 :j•.'•w: .�' .4.' •j: J - _ :., j': �� u 4 :s.S r.t.�'�.k-, ,�_ - ..
%
TYPE GMP (Min.12 6a.1 . - [I v +3y+
Dia.Pi ♦lie P , • �- L
ON A A .•• yyM�xa 'A,,
1
« 7
•�
SECTION -
Catitl'xLxtRsfot inPips-Place
- P:F. ac, bets of gents will be TYPE OCP
,
"00AW141 wlitt mein-su►foos flaw Type 364 Grate w1YN aEowooa coves I •' \ a t<' .ef t 6 FpY r '
Squnrad and
SECTION B-8
40
r_ l�A1Q1+>Z OCACcique)t�R bwteM 71siO11 y s a x �' :.'a eY^
r
TYPE
VRTF4 CUMM Uri 41,L,- -e
A.
- .SECT 0bl, -Lig .,.,.'` ,. °fL, { ,p .~�#twi.F S,iF a 1`ti •, r "" #4
c,
dletfwod R
• „ iSSMt c2il .,
yl
,
'
bek n " t ^s
x
A p
GOnt
at-
,I -
a. - - - - -sows!-. _
X . tin h. r �O
3# ...; .. -,�•; _ .., ., . 3
_
d
r.1
r
9c 3„tld i��fu�c _
pose -'•� .. �o e N
Cr
{. >'-e�M: .y ,r ,... - �,- '•. .' ... - ,. .. , -..¢,.. .1. :p _{ zLce. rte.
-,- .,, :'r.:_ � t. - :.::. .s..,,:.`- i .. '... ,: .. :-. -fir •,?, yam,,
3 •
1
• _TSS si. .,: .,.... .. -- ..- -9.._. ..:, ,., :,. .,.:-`- -.. ., -,� - y2.
x '• ,
` of
,... . .•. . . •. .,.. _,., K _ t. � .:.... .- .,.. bei - a ,.
V.
fr
:f.:._.,_•--•• .. .. .\. ,..,-,: , ., .,. ..>.,: :. t. ,x.... ,,,_. x., : -.:-: •1`, �x�=r• � C ..7• ''t- il4
-,_ F c •x. - � .,.�,...•,_ .,:, *..-,.:.... .- .,,,-..._ -fir ..,.. ,... .. ..-...., '9. .,t °'�T e 3 ?t;.y'.x'!;'s "�r ��� u '`-t.--.
_ ,,,. ,.�. s:a:..• ...,..,:.•, s �"cy.."-,. ,,_.. :-A... , ��.. ..ti.: p4" 'iJS'••. 9 j1<{` -t''.c 4• �.F-
.. r _.y',"r- ...,.�, z..,r..,.. -�.. ,, .�y_...€s't.:r 5`r'-r...t- mss`.. ..:.mfr-.. •r'«�--a •'re Y _ :;.a. 'Y:.
:LS,t.J ..�-. ..,. tS� \• �. .,..q-.�*7"a-F... :G'e.::rt-.;: ,.: .�:+1'2Nti.'7' .is. -SS'.d2,K:. v;- ,- '. •+�'i`� t', �. t4 '. �'��„�-
:..F 1,-:r. •. .+� _ ,. -..
1-2
3"x2,", 38_, �2'+/ Clepr r Cast 1"x 2 4p Slot:n pipe to _
Gx/ q
7o oceoipwv dans
reCeiVe'+/;0 x I% lir oiSTRICT COUNTY 40lJTE SECTION
r I I i I Rodded End-�' \ 2 g Y/// SBd 9 Up/,A // /4
Lug 3/q APPROVAL RECOMMENDED
x Punch["hole in
pipe to receive/ f i.. '; i' —%q Fillet ray/ //
g J p °'q o Lf/.-" .
Vpries v t I ,: I g ��il II g' w Ergincn of Oasgn
I 111 I I I� I „ ;'i SDlicreio7 DETAIL A DETAIL B �S CMI LEn7. u�"no^soa
i I , II � N r
♦ li I r 3'�X%Z Bars N `s.co-s z�...-�...,.r_ •_..
\ / 2"Clear I« /' sm� rGgh cy Erglneer
X I X -+X:« Crv,iFnq I,cttm No.59a5
2"Mm
IS" 24 ` See Detail A/ G 3"z2%Zx3/e GENERAL NOTES
See Deto❑ B in 1 Grate type numbers refer t0 width Of orale m inches and
TYPE 16-9 TYPE 24-15 TYPE 24-12 TYPE 24-9 2"Clear 2"Clear j — ) number of bars,respectivcly.
13/6 Cie
or Spacing I"Clear Spacing IV Clear Spacing 2"Clear Spacing I 1 I r 2. Contractor has the Option of using cast nodulor iron,cost
Use within the roadbed on highways Use within the roadbed under Use within the roadbed Use in locations Rodded
�� a° 1 SECTION d-B
steel,welded,uolted or cost end block grate
' Grates and frames may be galvanized or asphalt dipoed
where bicycles and pedestrians ore urban conditions where on highways where off the roadbed 11 End � 2-I1/z-- 3.
excluded-or for rural conditions bicycles and pedestricns are bicycles and pedestrion, on all types of e_..._._ 3•_0 ALTERNATIVE CAST See Standard Seecificaticns or Special provisions.
-0"
4 Rounded top of bars optionol on all grates.
3'
x permitted. ore excluded.-or for highways -__. .._. __—�1 ._.....__.._ -...,�.,� r6 NODULAR IRON GRATE 5.
Po
Pipe drop inlets witha grate shot[be placed so ttvlt hors
rural conditions. —J OR CAST STEEL GRATE parallel direction of principle surface flow
RECTANGULAR STEEL GRATE DETAILS TYPE 36R GRATE DETAILS TYPE 36R 6 Payment sholl be per pound of miscellaneous iron and steel
(SEE TABLE BELOW) unless otherwise specified Final pay quantities will be the
weights shown in the table.
I x
24"Grote Grote =2'-I r2 za"Grote=2'-I/z �I--X X--ji-� --I I•-x 115/8 Or-.I � 1-
3/16 tII-S"Grote=I'-72 53sB" Grote =I'-7%z 24"Grote=I-I I 5/9 Grate gars
3'i2 i2 BarsnGrate-I-55/8 :11et
Or / li /
„S..
OrI'-55/8
� II II II II II I B 0:
10
3'%Z x I/6 bars ,� i� sie or 3/4*holes,
A A` CAST END BLOCK I x '%f "1 W r`
24"Grate=2-0'
1z. 2 I _C I I 1"hole 3 to
eAnchoDETAIL C 4%azrxs I r.
�18"Grote=I'-6" '
�
_
3 —'7 F—
CROSS SECTION , BAR SPACER
3/x V,x 3'-4/,Bar (Thru Frome and Grote) I I I i
G a"x3"x V;1.1 r'"'/q 3t a" � IIS i rri4 M END BAR ostcr Bar—,
END BLOCK t—N 11�- -^I�-
I I ry / 31/2 x I/ I II I welded•)r bolted grote '/'or 5/,bolts �-.-aslw� I�
[— Bars-
SECTION
ars - k Gut washers '.5/;Of 3i4
TYPICAL FRAME
Spot
weldorpeen ALTERNATIVE
SECTION A-A Space, --Ix E, See Chart SPACER
�3'-53/8 - -► ti BOLTING DETAIL W-1"13/eor2"
LONGITUDINAL SECTION See Detail C ALTERNATIVE ALTERNATIVE BOLTED GRATE
(Thru Frame and Grate) Both ends held together
ALTERNATIVE CAST NODULAR IRON GRATE WELDED GRATE bySOhGcosting//
RECTANGULAR FRAME DETAILS
OR CAST STEEL GRATE
(For all Rectangular Grates) ALTERNATIVE CAST
NODULAR IRON
OR CAST STEEL
END BLOCK GRATE
WEIGHTS OF FRAMES AND GRATES
-TYPE N0. CLEAR BARPAY QUANTITY
BARS SPACING C PAYWE4GHT WEIGHT BASED ON w A
18-9 9 13/e I%; 171 Nodular Iron r/"'\i V` BUILT PLANS
24-9 9 2" I9/16 179 ° _ Contrpct
24-12 12 1Pl _ Ilg e No, 2-
4 STATE OF CALIFORNIA
24-15 l5 1" (i/19 277 Cote Completed v�3e DEPARTMENT OF P06UC WORKS
18'`FRAME 79 pleted DIVISION OF HIGHWAYS
X 24"FRAME 90 Welded Steel Document NO, q"�_ ? /
36R 13 2" 2%e 212 .Nodular Iron —D�l�_���
STAN DA RD,+e2
F
GRATE DETAILS D77-2
m
4E+:SCC•'.'S=6.
HEIGHT f-612'12 3 2 3 4` 1 2" 1 3" 1 4' 1 5' 1 2' 1113' 1 4' 1 5' T 6' 7' T ya sadaPA 12 1is
rAF��
TH CL ASSIF/CATION A A A A B A A 8 A 9 C A B A B A B- C D A B C D A B A B A B C A B C D A B C D E A B C D E
ILL OVER TOP 66 38 38 66 28 28 37 28 37 50 /2 27 /2 27111126 35,46 11125 35' 46 /O /8 /O /8 /O /8 25 9 /9 25136 9 /7 25 36 45 9 /7 25136145
Slab /< 6 6 6% 6/q 8 7 7 8 7 8 9 7 8 7� 8 7fr 8 9 7 B 9F1 O B/a 8 k 8 fa B 84 8.4 9.4 8!4 8.4 94 // .8/q 8/9311, // /2 8.4 8,6 9 /I /2
om S!ab T 6 6 6 6!4 8 7 7 8 7 8 9 6 B 6 B 6 B /O 6 B /O 6 B 4 B 6 8 9* 74 846 /O //t 74 8.4 f//4/21, 74 B O // 2�ewo!/s T3 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 66 6/1, 7 6 6 6 4 7 7S!ze: Bar¢ 4 4 4 4 5 5 5 5 5 5 6 5 5 5 5 5 5 6 6 5 5 6 6 5 5 5 5 5 5 6 5 5 6 6 5 5 6 7 75 5 6 7 7„ Spooing 341 341 341 341 4 5 5 4.Z 5 474 5 4 4 4 4 4 4 5 441 4 4 3 4i¢ 4 4 4 4 4 4 5 4 4 5 4r¢ 4 4 5 5 5 4 4 5 541' Length 3-2 32 4-2 42143 5-3 53 5-3 5-3 5-3 52 63 63 63 63 6-3 63 62 62 6-3 63 62 62 7-3 73 7-3 7-3 7-3 7-3 T-2 7-3 7-3 7-2 7-2 7-3 7-3 7-2 7-3 7-5 3 7-3 T-2 7-5 T6Note:
D/st.Top S/ab-No.of 2 2 3 3 2 5 5 3 5 3 3 7 3 7 3 7 3 3 7 3 3 7 4 7 4 7 4 7 1 4 4 7 4 1 4 4 74 4 . 4 rs Bottom Slab-Naof 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4For boxes of height/ess than 1h°rs Spocing /8 /8 /8 18 �2 /8 /B 18 17 13 9r¢ !B /8 /8 /8 /B I7 !3 // /8 /2 B 6� /8 /6 /B 18 I8 /8 /7 %B/5 ii/8 /7 /O 7 6 5 I2 7 7 5 4_ shown/n fab/e,use next greater
_ csrg,t✓tmber /2 12 /2 1 12 /2 /2 /4 /4 /4 /4 /6 /2 /2 14 /6 /6 /8 1,06/e he%ghi slabs,wo//d%m.9ns/ons
o Concrete:C.Y.per/in.ft. .17 ./8 .23 27 .3/ .29.331.36..361.401.43 .321.37.40.41 .401.441.51 .54.43.48.55 .5-7.401.421.431.46.471.501.58..52.54.60 .66 .56 .58.65 .7/ .78.59 .611.701.781.88
Reinf. lbs.per /in.It. 27 29 34 36146 44 45147 48152 64 57156 59 57 6/ 60 68 75 63 65 77 B7 64 63 ss 65 69 67 74 70 70 BO 9/ 73 78 92 //2/27 B/ 90 99 /26/39 and re/nforclny steel,and make
Area A 3 4 6 9 8 /2 16 /O /5 20 25 /2 /8 24 30 36 42
necessary changes/n bar lengths,
H dray/fa Rod/us R .43 .50 .60 .75 .67 .86 /.00 .71 .94 /.// I /.25 .75 /.o0 1.20 /.36 1 1.50 1.6e number of spacers and quantities.
e Neutra/Slope % .83 .9/ .73 .82 •64 .70 .77 .59 .62 .67 .73 .53 .56 .59 .62i .66 1 T/
Head Factor k /.30/.07.85 .65 .75 .55 .45 .69 .49 .39 .34 .645 .45 .358 .305 .271 .247
Entrance Capacity 010 // /7 26 46 35 64 99 43 80 /23 /72 52 96 /48 207 272 343
Z Des/n D/schorge Q. /6 28 43 79 5B /07 /63 7/ /32 203 284 86 I i59 244 1 34/ 1 448 565
SPAN 7' 8' /O' /2'
HEIGHT 3' 4' 5' 6' 7' 3' 4' 5' 6' 7' 8' 4" 5' 6' 7' 8' 9' /O' 6' 7' 8' 9' /O' /2'
STRENGTH CLASS/F/CAWN A 1 8 A 1 B A 1 B C A I B I C A B C A I B A B A IS A IS C A 1 B 1 C A 1 B 1 C A 18 A B A IS A IS A 18 IC A IS C A B C A IS A B A IS IA B C A B C A B C
MAX. FILL OVER TOP 16126 /6 26 /6 26.35 /6 26 35 /6 26 35 /3 2/ /3 2/ 13121 /3 121 3/ /3 2/ 3/ 13121131 9 /8 9 /8 9 /8 9 118 8 118128 8 /B 28 8 /8 28 5 /6 5 /6 5 /6 5 16 24 5 /6 24 5 ,'6 24
To S/ob Tt 7/,9 8/4 7/4 84 7r 614 7.1f 874 7.4 B,li 7.4 8r¢ 7r4 841 7!4 8 71,4 8 03/7.1E 8f2 O,! T.4 8� 8 9f18,11, B 4 8 8.¢9 21*ft 9 29 8�9 2k B /l,y // 8 //,( 9 / 3/ 9 /
Bottom Slab T T B 7 B 7/B 7.6 8 0 7 8 0 7 9 7� 9 9 7� 9 / T 9 // 741 941// O 9 9 9 // 9 // 3/9 // 13.4 9 // 3 8 /2 B /2 8 /2 9 2 9 2 4 9 2
V S/dewal/s T 6 7 6 7 6 7 8 6 7 B 6 7 8 6 7 6 7 6 7/ 6 7/9. 6 7 9 6 7 9 7 4 9 T 4 9 7 9 7 4 9 T 4 9r1//41 8 9 // 9 9 //41 7 /Q 7 O 7 O 8 0 2 9 2 9 D! 2
„a" Size:Bar " 5 5 5 5 5 5 6 -Y- 5 6 5 5 6 5 5. 5 5 5 5 5 5 6 5 5 6 5 5 6 6 6 6 6 6 6 6 6 6 6 7 6 6 7 6 6 7 6 7 6 716 7 6 7 7 6 7 7 6 7 7
Spocln 9 7 9 7 9 7 9 9 7 9 9 7 9 9 7 9 7 9 T-9 7 8 9 7 B 9 7 8 // 8 // 8 // 8 // 8 // 8 9 // 8 9 // 8 9 // /0 // 10 // /O // /O 8 // 1018 // /O 5
Len 1,h 6-8 6-9 G8 G-9 6-8 6-9 6-10 6-8 6-9 /O 6-8 6-9 7-7 7-8 7-7 7-8 7-7 7-8 7-7 7-8 7-/0 7-7 7-8 7-10 7-7 7-8 7-1 93 9.8 9-5 9-8 9-5 9-8 9-5 9-8 9-5 9-8 9-9 9-6 9.6 9-9 9-7 9-819-9 11-3//-6/!3//5 11-311-6//41/-6/h8//-5 11-6111-811-5/1-6//-6
S/ze:Bar " 5 5 5 5 5 5 6 5 5 65 5 6 5 5 -37-5- 5 5 5 5 6 5 5 6 5 5 6 5 6 5 6 5 6 5 615 6 6 5 6 6 5 6 6 6 7 6 7 6 T 6 7 7 6 7
S ocfn 9 7 9 7 9 7 9 9 7 -9 9 T 9- 9 7 9' 7 9 7 9 . 7 8 9� 1 8 9 7 8 /1 8 // 8 // B // B // B 9 // 8 9 // B 9 // /0 // /0 /! /O // /O 8 // �O 8 // 1/O 8 `
F Dimension X" /-3 /4 13 /-4 /3 /-4 /-B /-3 /-4 /-8/-3/-4/-8/6 /-7 /6 /-7 /-6 /-7 /6 /-7 /-8 /-6 !-i /-S /-6 /-7 /-8 2-O 2 O 2-O 2-O 2-O 2.O 2-O Z-O 2-O 2-O 2-6 2-O 2-O 2-6 2-O 2-O 2-6 2-8 3-O 2- 3-O 2-B 3-02-83-013-02-83-013-02-8 3-0 3-0
a
Length 3-13-2 3-1 3- 3-/3 2 / 3-/3-2 3/ 3-/3-Z 3-10 3-4 3-5 3-4,3-.57 3-4 3-5 3-4 3-5 3/ 3-4 3-5 3-10 3-4 3-5 /O .4l 4-2 3-1 4-2 3-10 4-2 3-!O 4-2 3-/O 4-2 4-8 3/O 4-2 4-8 3-10 4-2 4-8 4/ 5-7 4Y0 5-7 490.5-7 -10 5-715-7 •10 5-715-74-1015-715-7 4 Y
Size:Bar 5 5 5 5 5 5 6 5 5 6 : 5 6 5 5 5 5 5 5 5 5 6 5 5 6 5 5 6 5 6 5 6 5 6 5 6 5 6 6 56 6 5 6 6 6 7 6 7 6 7 6 717 6 7 7 6 7 T
c S ocin 9 7 9 7 9 7 9 9 7 9 9 7 9 9 7 9 7 9 7 9 T B 9 7 8, 9 7 8 // 8 // 8 // 8 // 8 // 8 9 // 8 9 // 8 9 // /O !/ /O // /O // /O 8 // i/O B /% /O 6 o n D
I Dimens/on Y /-/O/-///-/O/-///-/O/-//2 3/-/O/-/ 2-3/-/O/-//2 3 2 C 2-5 2-0 2-5 2-O 2-5 2.O 2-5 1.-B 2-O 2-5 2-B 2.0 2-5 2-B 2-B 3-4 2-8 3-4 2-8 3-4 2-8 3-4 2-8 3- 3 6 2-8 3-4 3-6 2 8 3-4 3-6 3 9 3 9 3 9 3-9 3 9 3-9 3-9 3-9 3-9 3 9 3-9 3-9 3-9 3 9 3 � O O_ O
o
Length 525462647-2747/OB-2B-4Bd0929-49d0545d0646/G7-47-1084" -10939-49YO/Od 0 113 S-//T/O8-/ /O9-/9/Oi09 //-/ F/O23/2-/21 33!3/ /43/O /04 /-2 /-4/22/24/32/3.43-6l42 44� 62hS-gt66 ! � cu
" " Slze:Bars 5 5 5 5 5 5 6 5 5 6 5 5 6 5 5 5 5 5 5 5 5 6 5 5 6 1515 6 5 6 5 6 5 6 5 6 5 6 6 5 E 6 5 6 6 6 7 6 7 6 7 6 7 T 6 7 l 7 6 7 I n o
` C' S ocin 9 7 9 7 9 7 9 9 7 9 9 7 9 9 7 9 7 9 T 9 7 9 9 7 8 9 7 8 !/ 8 // 8 // 8 // 8 // B 9 /! B 9 // 8 9 /% /O // /O // /O // /0 8 /1 /O 1 8 // !O B 3 O n M
L Dimension Y /-/O.'-///-/O/-///-/O/-//2-3/-/0/-//2-3// /-//Z-3 2-012-5 -O -5 2-0 2-5 2.0 -5 -8 2-0 2-5 2-8 2 O 2 S 2 8 2 8 3 4 2-B 3-4 2-8 3 4 2-8 3 4 2-8 3 4 3 6 2-8 3-4 3 6 2-8 3-4 3-6 3-9 3-9 3 9 3-9 3-9 3-9 3-9 3-9�9 3-9 3-9 3-9 3-9 30 8 (D 0 n C
Length 3-8 0 3-8 3/O 3-8 3/0 4-6 3-8 390 4-6 3-8 310 4-6 3-9 4-5 3-9 4-5 3-9 4-5 3-9 4-5 5-O 3-9 4-5 5-O 3-9 4-5 5-0 4-7 5-8 4-7 5-814-7 5-8 4-715-814-7 5-8 6-0 4-7 5-8 6-0 4-7 -8 6-2 5-116-515-1116-51.1-116-6.5-116-616-8 5-/!6-6 6-8 5-116-616-8 z
d" To Slab-No.of 7 4 7 4 7 4 4 7 4 4 7 4 4 7 5 7 5 7 5 7 5 5 7 5 5 7 5 5 9 5 9 5 9 5 9 5 9 5 5 9 5 5 9 5 5 /O 6 /O 6 /O 6 /O 6 0 /9 6�6 /O -6-16 O a O Bars Bottom Slob-Nao 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 6 6 6 6 6 6 1 6 6 6 6
e Bars S ocin /8 18 18 18 /B /8 /8 /B /B I8 /8 18 18 /8 /8 /B /B /8 /8 /8 /8 18 18 /B /B /8 /8 /8 /8 18 /8 /B /8 /B /B /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /8 /B /8 /B /8 /8 /8 /8 /8 /B i8 /8 /8 118 lD
S ocers Toto/Number 24 28 28 32 36 28 32 32 36 40 40 32 34 36 40 40 44 48 36 44 4d 44 48 52
o Concrete:C.Y.per/In. f/. 47 .56.511.60 .551.641.78 .581.681.84 .62 .73 .89.521.65 .561.70 .601.74 .651.79 .00.69 .83/.06 .73T 1.12 .75.94 .82'1.02.B6 08.92 L/5.97/2//.50 to6/.2611 65.99 .38/.03.44/.OB 152/./8 L5B/,9013011,65V98/.4//.TB ./3
Reinf. lbs. er //n.ft. /07/30 1/4 /38//8/43/68 125/50/76 132 158/84 118 146/25/54/29/59 /36/67 2// /43174 2 147/79 /43 22//48 B/54 35/60 44/64 50 /70 39 3178'67 8/ 9 2/3 2/6 3/1 3 3/7 23/ 6 43 34/4/5
Area A 2/ 28 35 42 49 24 3.Y 40 48 56 64 40 50 60 70 BO 90 /00 72 84 96 !O8 120 /44_ Z D
H draw/1c Rod/us R /.05 /.27 /.46 /.62 /.75 /.09 /•33 /.54 /.71 /.87 2.00 /.43 /.67 /.88 2.06 2.22 Z.,i7 2.50 2.00 2.2/ 2.40 Z.572.73 3.00
a Neutra/S/o e % 0.52 0.54 0.57 0.6/ 0.64 0.50 0.52 0.54 056 0.59 0.62 0.47 0.49 0.5/ 0.52 0.54 0.56 0.58 0.46 0.48 0.49 0.5/ 0.52 0.56 I
o Head Factor k 0.423 0.332 0.28/ 0.247 0.224 Q4U4 0.3/4 0.262 0.229 0.206 O./B9 0.288 0.238 0.20 O./8 0.165 0./53 0./43 0.189 0./67 O./5/ 0./38 0./28 O.l14
Entrance CopociJ Q,•a //2 /73 24/ 317 400 /28 /97 276 362 457 558 247 345 453 57/ 698 834 976 543 686 B38 /000 //70 /540 I
Design Discharge O /85 285 398 523 659 212 326 455 59T 753 92/ 407 568 747 y4/ //50 1380 1610 896 1/80 /380 1650 /930 2540
„o„ s
For culverts of gradeProvIde*4@18 ea. , Ts` Tff
v T3 Ba / T3 B adjustuMt/tles. See Det.."' �4 Spacers @/B� "o" oq
P
a x4 Keyed const,jt.
I '
si
�a
4Nmin fl//etS foocu vepovIng notch
'� f 3�'�mlu fillets' f ,, o f Spacing in tob/ei
�ravide aving notch
4 d Bars 2S :41 g "� S 4 d Bors 2Scu/;, "
,x: •.i where f.'C.C.approach ,o for is of grade DE /L A
s W y `.; "5"e"Bors paving%S used. a `4@I8 mar where C.C.approach
», Z ,� : „ „ p°v/ng!s used.
`I'" 2 invert E/ev. Z Slope 6/ _� Slope 4./ Z o 4 Spacer Bars @ 18max t�, m 5 "e"Bars
�: LL m m v .: Z „
< Z f:: h` :. `r %3 Invert Elev. �' /nveit Elev. 3
O ': \ ;f> - STAIM OF GLWOMA
2S '4'd"Bars 2S ".` r u 7 7/60 DVAXn=or K1MM W0M
- 4 d'Bors 2S MUMM Or MOMAYS
;;• Optional const.jt. 2S Optional const.it
b o d o / .
ALTERNATIVE ALTERNAT/VE ALTERNAT/VE s!°pe '!2 � �, slope/•!2 0
h STANDARD SINGLE BOX CULVERTS
s iW
°< FLAT INVERT V INVERT TRAPEZOIDAL INVERT
4 4 spacers
I I E v„Bars 2"Cl "c1,"Bars 4 Spacers 018+
s TYPLCAL SECT/ONS 2' THRU S'SPANS, TYPICAL SECTION ,7' THRU /2' SPANS SCALE evocc - - D80
Note:Dimensions S,rl,T2andT3 /n first two steps"e"bars cont d
to be some as adjacent box, from box of some spacing. „ „. /n first two Steps e bars cont d
from box o/some spacing. P"r I Seo 9 1uoiA is i4
ue".bars&/8 Max.-. 9 2' ,, a .e.---
`T"1i e bars @/8 max 9%2'
'` J960
------j__ (Slope 1%:1 or as `
----- directed byEng'r. ^---��_
-- ------------------------�--- Mope 1%
� tSteps vonob/ .--_____-_�. P 2:/or as
. t cm [ncw[w uc[Ks[ro.a.s
Ts /-O"to/=6" A ' - - ___--= directed by Eng", I
i S Ts S _ I Steps variable I
T3 S T3 To.7-ompmry p/ons doled
a O to;-R. I I
"k"bars - 'e"60/S
„ 'C"bars i T3 u/- !9 !
. „ L t=
L bars k"bars na and nc"bars [
„ „ ,� , b n' bars
, Z --`e"
e bars Exteno 4 wall spacers. some size and Pi Provide cont.
spacing as Ikey for future
"n"bars Extend box spacers and'r/" adjoining box. III wa/1.
I I bars for Spans 7'thru 12.' Extra i°4@18 extend �
04 1-4
Q Add"4 spacers @/8 max 2'int adjoining box -- -- - --- -- -- --- - o
for S ons 2'thru 6.' section. i /a Odia i i� �. �Eztend spacers and"d"bars
4 Hoops'[]@/BMM.. f "4@/8 max. ('�7„ p - t a a 9i O from od olnin box.
2-4 r�@18 max. bars. For Spans 2 thru 6 use some size i O 2-4
and spacing as"a"bars in box section. For Extend cut-off
/-O i /O Extend cut-off Spans 7'thru/2'use some size and one 1-O '4Hoops 0@/Bmox. 2-14
HALF SECTION AA END ELEVAT/ON back 2 Steps. half spacing as"a"bars In box section. bock 2 steps.
END EL E VATi�N
S/NGL E BOX LONGITUDINAL SECT/ON MUL T/PL E BOXES LONGITUDINAL SECT/ON
(Showing reinforcement/n inside face) (Showing reinforcement in Inside face)
_
m"bars "k"bars /BFir t Table of Reinforcement for Type "E"13�ails
" "4@ � 'in"bars 'k"bars "4@/B First
@/2 t to cut-off two step H 3' 4' 5' 6T7' 8' /O /2' � — i
" wall "k" Sar No. 4 4 5 5 5 5 5 5 @12"-, o cut-off I two
Bars Spacing /2 12 /2 /O 9 8 7 6 I wall. steps
[L Bar No. 5 5 6 6 7 7 7 7
pl _
"4 Spacers @/8 for 2'to 6'Spons. Bars Number 2 2 3 3 3 3 3 3 I- .1
Extend wall spacers for 7'to/2'Spans. ea.wall
-"4 Spacers @/8"+
05 Along top x
of wall. I 5 Along topof wa/l.
'4@/8"+both faces Rool of rounding=S/2 but not
—may both ways. _�Ql //ess than 4"or more than the
thickness of box wall.
�L
`4 Spacers @/8"+ r- - - /L On "k,bars L
111t
Rounding i ^ ,i � - I m bars
;I Zp Ii
2-14
' LONG/TUD/NAL SEC TION a F L ONGI TUDiIiIA L SECTION
(Showing reinforcement in outside face) 1 A< (Showing reinforcement in outside face)
TYPE "E"(STEPPED HEADWALL OR ENDWALL) 2-4 TYPE"E"(STEPPED HEADWALL ORENOWALL)
SECT/ON B-B ELEVATION
Extend a//long/tudina/
z' bars In box walls 2-0'
into headwalls. /5H
AS BUILT PLANS � T.
` STATE OF CAUFORPOA
Z Round/n
Contract No. z- vi3� �J g 7/E0 DEfARTK[IIT OF MIWC WBp%g
N __�:
' Date CompletedSEC TION C-C AT,OFJ
a Document No. 4 TYPE "D" STANDARD CULVERT HEADWALLS --
- STRA%GHT HEADWALL AND ENDWALLS
AND ENDWALLS TYPES"D° AND °E" =i
u
_ Details similar for multiple span boxes. .0
SCALE 6RIDGE -- ERA- D85
PREL DRAWIN0140.P-