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. . ........ I.. - - - - variable ........ . 1.ii�;t ..-..I ....... vorioble)t .... ........ i
,� � . % wingi . I .
'. - .L. , *i Side Opening %I I ing I- - K - .,N I
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I I ,I �* - � easih Cf.
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- Cf. . I '. Lop of Curb -, eaf I, I 1111--.101
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:* �-��N(300 I -51ra;jIll VIVO ---- - 7R L rod i.Point,14 .
I,, ; .. - . 11199 1114 .... . :
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Ait, - Stroiah I 6radt or let note' - - ..L -
# . / � . . CASE A A L I'd it . - soe nolf Ai*
4 1 15
.w ofk #."., 'I'Special Hotel: wherit M cvrb exists. curbs sho// be , I A -J,, ..--,9,-a�g# line
. constril,vtod bf tween ends or i deal terpyrossiart Cerb 41 is t "--.-,. - - (A'00nd Off)
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solichm shall cantbrove At that orcmIrvillitV aginc N -I,! L : .f,, - 46'sir - I.
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- --�Strf speirkl Nott - -- 'Ixisf oin -1 rfc - 3000p
Il- - I co ' P01�7 /fit 8 i , , 0
i - 1 1146 - .,-t- - - - - - - - -1 008W,p
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I --,�L ... Hfy-'ab1e------- I ---K- 11% *11 L , , " I � �dc,4# I - i ,�- � SECTION D -D A
ly j - Iz!. - S4 i0pening Q I " Cf, L EL[VATIQN .
',,:. , I -
---- SI -11 i. 1-1 I Basin r> - -114 .NO.T-EA &
- r -1 "i . �j j I., *a. L"olOeprtmio4slvllbtC4ufivn7essoll.,erwisespecilledonX.,wofpldn..,,,.
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- -Str 6�1- - lcvr#&-�aq nlbw��d�At4 1 4 6. fievotiom at outer corners ,ilhown on gentiflyalpka It Ap ekliabilat ary SPKI. .
C. A/3 .�!, 44
r, I , � .elx- - 'W187, t; - Variable
\Ix/�, - - l,mo4vt,tredgta,'LavlArprejs,'o4s&llcanlbrmtotTliisW41r,o,ttsurtbcs. -
G ,%% , - . ht a&oro- - -r A Slokieltshall beset logro*o" fit* mileyondolim ther4t,fine(outler
I I" d f r 76 avelAR 4 " _ _
i od, - . tj and IR "sholl beset
:. ; edge of actual depressed area). $taker at points
: ix"ir -
V ' ht0y`V41`2r1MnQtf*'0" i on a straight grade between lopt orend headenir (iron a milyrficalcurve
. Slf�
L- 4�---71-t-r�OA ,
4, It L>. �: Ur norif, I'l. thest stakes shall not be relmoved until just be&v the
AffJR16-1.1 .6 CASE 8 D "Afte-zWk-, (7not 17nishing. *K - 5 11vt unkss otheywise speviIN-1 .
4 Cr o 4 ler t unless otherwise spec;l*d
. L .e. , .. . . . .
H - 4 incli" ,lidess olheirw4o ,rhown on the gotnoral plan,
.
4 .
I 0 ------ jee spreivit ft/,r ------- � Oft Pointj A 4t7d 8 sbdll he -to/ a/ iihnichols Moro ei4f/149
1 1 so.... ...... . gullet grade.
, �
".* * *11 , * I � Side I- wo % Ir S�Deckldekilt governing theconstruction ofthis Local Depression on
1? 'I I I � % vertical ce,trw shown on general plan.
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I OtwfiW Llf% %
. orcurb Desire r - &K ------- L &C -A - - - .
--- .1 1TV - - - . :;
. - - . i, I Ito- A I u - - ,---
- I I ... .... '" lsoirtlicililccsl�- mavisiome LOS ANGELES C UN
- - $hrer.. I r . .71 -7/4; , .... 0.14 0604.111� FLOOD CONTROL *)§$(RICI
.
, . . 17 1 1�. , IbridNe a ?..I -.4 C"'N' R"' . """ LOCAL DEPRESSION NO -2
4 14 !: I,Vf
*� I Rktg - I 4, A 4-11 " 19=14 M0141
- - uoia,Q � ,;,re "st It r I It iff-IQ S) .1latillody AWit *oar NrOR SIDE OPENING
1 2�� .. I thoolied 4't#'W CATCH BASINS
4 11 Al, N U 11-11-1.1 or e .
,Xo=
. . % 1 1.4 , ,
lkc! I I - (Y. Of � set,wieW t /0, C .
$44 k/f a '1910, L . . ... - . .10.01410, .
. lk/f. . V .eqi, .N �Ir",A*.A.
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A CA5E C A JI -If .$ *f-* 14fly ,-fm- . "I . .-
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Q- �,r,fyitsj , * 4 #a 9'4DI4' (oacep( Ole 8 sitylicheles)
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4,.- ' 4 't'�? Or. ! / . ..1. S" wicor stew 11 ",
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11 �% , �.
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1-. 1% I
"Y AfOr.F Cc** Oases tifiely 04# re-forcielfit *I**/ isof shoolvo.
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Oerviolortlosty 0 .forwVy J,ryol,
ihoil'onieson firsof amAct" eve, docill" dit 40/icop jam's &Vtp/
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clovill cry' 8 aoxyllivir Aocalim. Spelfroly 0 dirwhoes at cilfiloowimilely.
J. OrAwsael.vill, srm ,tw# ,iriser
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45 mot,ir. PsIloorsysin lood' owilidiors.
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OR FACE PLATE ANCHORAGE
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-70'
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40 '
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5
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. - 47
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- 75- `
. 57"
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15'
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F / �571
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APPROVAL ACCOMMIMOCO Ily
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-
NO rES
N
MO
%
I SuAwfl b011 911`041 "ot * 04i'd voo'.Y 10 Comforlef wifilt tollite ol OVIOkAft cuirik
.1 prolloctmor bar SAW, #4 hostely", rad' suoportboVIS Weft; offewallOttely 10
stoolaictrot orrulikilitIZ-01741.
3 5400dri billft Mot/ be equery A Ar,,Wh to Cwt it'det f 4 a .t foe lit, cw# bowl.
4 All expeo"O Anotei jee,11 ithelij, ## p*1voA#,ft4 g1W jaiiiekollAilys.
Jr PA~14" AW JoelievII Pr~Am Nwilisit solloolf be eoijiyeWAeser stiletto ithip jit"ma
triltee itiellyrolooly ofir mot, ewch *0M fif"* 6.' loritel SAW/1 #0 AW*4 seyek AW
Rid mAhollyin trAver to" Nfrcivoafly 0. I .
(Att lityleve coolly #w is rvo~, 's ' **gll ## di -, *~W. Aws ~ &0 ,,**a .
// Aftessettry. so now, 1*0 gosenev oI Aiv, ;;" AV /# we ,V00 Aim it j
/MO *0 MIAMI` 10111100
: t8if WAVO AV* dr joWe A&V *V iviiisairgiat 'j" &W ##, 40 fowm "isheliekit, '60V
L
I Jost
'46V 0, like ,#, §W &*,/ ## iteleflue 1, a Vies
*w*d 0 s, e. c. not ft so,%
so Mot /Aip felovi 0 the Aw 4 met Ali#* folim Ij *1110 1`0110 1~ A*ft
6. ~* CdOiCh oelf.lill &V 10 60 ~$IfVtl^l 41119 CWI'f$, 10110 AWA"W* CA" M"M
Aw i'deroy ploilis, sAWI be suetil maly The met.iriontion Asellifyiessiole Ir" sa(44 t*v4f
t~su,vd AWPOW111"41011' /Aforly/40) /# 'be A'shill ewyO wdl AW spre#ied am imA
W%W* ~* Moe OW CAWO it requilvelt, Chare "IAS sillaill $* ottivist. .
7 Wfiepto ilefifuth o0` P;Pft AWO* is "ttenifievv ZZ'soler 45:lboyip� sslet4w Aar ,iee wod Woo
t"M ficeispek 43 , .140W socAlit" Moir be #004. $"New &W/ Pie s^*fd .
4111'C"A411 fit Me S,01#4V D*ftX SPAM J.W/ bf ~ &W MO/ #" StiefiW1
b0(seet Sildf, Owl. Mo. Z-&75)
0. Liftogth 0fors, Ailplip Ar W#12"lo, elor colot #o0v *ireeilet' The elloyiniet"I Coletif
46soln ft 8 I'Selft OwOL Me. I -OZ4$. I tirser ..? lot *10/4 ).
9. Cmrb face shillit k as resilidreefiIi,ti, Owes. AW. Z-0$0. Z-0,1`44, J10415,
of to stAcRow on Ift jor,well P*A. .
/0 SPA CINa Qe A L L A ff,4MWqA dt
at $e, M4 amOh" j 0 1,40 ends fit 1~ 00 to
A Afav *w A a itcyllefty at eacie, wicif sit' any otoa, d/l, sowlc# ,00 to &W ontrilihile, g I AVrW
.
I
REVISION$
I
NOTES
11'"o 1140~11-
Iri "ell-)
- 0 Aw.it . -A Jl-ws
1
.,. �,f ,vo,"Zon,001 019/f 01 Co^VOr$?fAC* Of
all f'ff--Cf 'O. 0"// ,of ele'rear .4,4j.,
�- Ro�osd omyIiles to MAO
r A.-
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or siiow�*-- /a sit
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0. Ole 0,*,ject av-ar"-�qj Vyrvay),ro good
Arlf�%,A A4&.Jf-
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14.01.1 *.fai'l, allow" ie,orlt poyv,ej IlvAroot //
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04 #v,v I 4
J. t; ,A*# eve/ MM.0-1, it 41.f A .
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IP 410, I
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4. 14009 ey' sfivettkv 4Aj# olf jr/ev/.
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Oerviolortlosty 0 .forwVy J,ryol,
- 11
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freep Irom Ivies, of f*,V,,V1* W74"
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, i, `,ti'"- 44 - 40 lat thorlA *V$4, A;, ele
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to,
,VV'&,A�%w1 hwv vv// 460 A`j 400"ar
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viet"Witlorre a 4 SO ar- P"
/low Arso lew contOr.
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-4. valiti ,
SECTION N' -W -W &f zil,ev,frov 4 .W1-d.j ,,, 1,9jilds; )�,Vjjo/
II I
d.
jilrositil,ilet.
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TABLE
& ,vores (coni.,.)
7 re.wimpY iretvrivel i4eit & p"wo,
-
Ar ofe"etrullm NV
14 when flevartion q cy-yd ilove,ticin 5
'n otter .tont"OLAW-0 operorAwl. orairsia, '401
=
I' I -44.,P-
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A- A;-
Ore floili Sh&&Orn 064 0.0jerol OF, -0W;079$.
01-44 ran'rip6lere. IA.-,/ Me P,PIAOA Of
I-, lot iA. lift - A-,& -
M -.41-41 N- -*- ;AJ0 .0,;00 #Acyll e4oler ma;a SAO Ir "r- -W-7 11 -
I . 0 -ilrd,olly joov W,14 er 4-rAAAnid A* -W.
PLAN .. Jo I �- . - When i4litylp,pe ornoers Main
or or 4. brif clorherr Moll rcy.Woltr. 11,ri,ail;ion J 41- rair kn#tlt *f ow jowtsorr may Aw
. 'k - slociAl be .wA*.VA clIt PrIEVOef liflay.910$70. -w-veuied #1 A01N, *,*tftw of Oths CWtitrialorldr
. �q q It *Ad ,�71# it ,0,;00 fi-40// be ,elt d on a 1*0 AW,fl ty(�Rly eftA 44pise 0 &JfV to
a Orraii fetor'slolhor AdP&W, ;/,-. -A.t,, ,-0,
yAll grade 0*00,r 4(hrodit,0,1 I 4W4V 04 ,oillifC111fair AM IN rJOIlly , b4d
b se 104P CQICA ".00.1 '7"grode, break - Alf'o say eiii,orpen, i5e 1Ao, Aw.,Awr .,/ sPuR
,(D #srV to ley , tywil low .ryW%W,r-y AV 1/w flospower.
V 4 4') Air's 11 . L 40,1111) /Irysl. 1"Ovolploty Q SA011 be sbofe,4 Ott
- 2 ,*,-a , emeltio,sirAir to, joliourt *ir w junowif.e.,
0* .A.,. -'1;T -.-;07r.- - "' " , , , ./too CII-Ow"Ispi 2,2& whott so$,#
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- l;�.-'�o.&'±E, --f . ii %, if 10 04 jorcirlasicy, in MOM /,ne oftly. try Me rothl, 4"'IfAs 4,`1WrW%V litiow'?
I Atiff'o-0 sronsirevelion a tolef'oliow. on the /Iry
I I "eitt soit'vononifily,ty.
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I I I A Q. WINOW diol.en$OM 6; IS not tpq.:NhW the $Put
I It � '? In . shall hot 06 Consliryflitel and A IL 8 bets
: 0 Shall of ofnilt$4
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W) so I
LONGITUDINAL SECTION ll� s;I 'O
is Ito ,
- /2�
'MODIFIED FOR 2 INLETS )
ilgrol"trices
REVISION$
LOS ANGELES COUNTY
FLOOD CONTROL DISTRICT
f - 0 ff/ =
11'"o 1140~11-
12-53 Rovesed
Ate-ses, two,, 14
I
TRANSITION STRUCTURE
a
4,
&
t?.cG
Allided Not* 91
15-66 esevistedc Lane
NO. 3
, & 2 -DW-
4 L6116V 6.
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PLAN,* ,9CTkON3 - ,
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p- c?/- 0. I a 8
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,-- I/ 4 " THICK STE E L P L ATE , I
cwo 4.00 - - - ---- ...... R0,411 11,04,01 '110, 1110111fied'"
. .AWW.^"1,SsrM#3f) PROVIDE SLOT FOR $14 = W *,&*4 tooluerwat
'100 '4,40wo ANCHOR BOLTS I DRILL ",
ist,~# of #Aiho" - .
-\ IN I � FOR SUPPORT BOLTS '-. siolityrom stliettle,
. , � (PEP LTY OF FONTANA REG -TO
- - -
.." � ,/�� - - L- .1-r 3-1. W14 base 4 W.J I A.S. .- ) . .. F
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N-1 I j� 11114,"HO)e IN Steel Plate
4 / . .,. * 4444106AP 119-Ao 10-0,J`04) .
I 1, 11 I 7L., 11. - J'*Ij I'AQW #4 Aeleltitir 80 I&W sip loost 1,J " AIAN WOW*)
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r .--Csh.ivffimkj'A&VJ'OWPI'"f*$Wowl*#M"AvNIAWOW.
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fA41 AmeAlAws i
% I 0. /"AV A I I . I 0 001 �14 o0olilly A., .1olillitoolf tholithe olotiottla
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. .
it FACE -PLATE END 8 SPLICE . DETAILS
'A
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"Ifitscocs DAM" Clor SAAK KNUR "I'" It -I.."
LOS Ama C TY
. FLOOO MWOPPRICT
.
. DETAIL Of CATCH BASIN
I
.
- RKVI$10ms I WrLiwiw
I &A r. -- "?I I -..- I
41 � num" A "ii-eof AN -- 00,01 -77",- in, --- - .
.=- A 1410-11100 Ariolievy .�,Alil I .
0= . - �.J-A.L. I -
. V.$ t it 16.1i '11111"i4pol All-di'l . � !P�*
=41- .I-/- N 'yJff&W**A,Wj - �� - ,x, .
- - -�
- -
. = ls:;r.4 0,1100. NO. 4-02 32
t No- - - - - - - - - . L C -110"k- . WIWI I ___ 2! I I l, �
I
I - . I
. . I NOTES . -
. .
. .
. . . I 41 - -- �& - f � I I- rA&fewA1eifb-7-"onth;ipk7n.
I I -" , - - -4 l'� -.; 2 - CCNrER OFM4AMOOLC -VlAf 7`3holibe locotoo'civer center line or.3tcmil
. NO rES 1, i ". &�ej to be rounobd I L
1 i B ski I : to to 3 , P0d;u3 F-, - - - Opitknol outsA* droint when dicirmfer a i,7 48*orle3j, k7 whkh compbce E boru a9yorn-
f-- rm tricolly aroLind3haft of J 5 'with centa-hre ond omitJ bar.i.
06, C bor,j I 1 I tbco of comriete
' '
. . . - - - -L vl,-r I 1 3. ilirrAll. kf: When depth of lmnhole (r&n.7frxvt9rcOde to ticp of bax
-T-3-bV ... P11 '. .
/. A cavM/0 C&lcr is rNated wh&v the Change #1 grode exceeds 1. I I_q . ---04. Hbora � i3 le" than Z')O Vib-poyed.3treet or,1`6'thr unpoyed 3freefccin3trLitt
. - V . , - I - �Wlw - I a cripw f or - - 3,-O," ircitWitht -%Soft o3 per Mad M Shoff fbr depth ofmofftle rw
0 /0 ft. per foot. . At., - -.4; "I jkpollm. - 11 be ccn i truc led o.:; pe r De to // N.'When diovown Yea� 01 ij 4 6'cr ki j, c7tr
-4�- L-
' . " i, " I- I
I ?. WtVilte )*03 Of &IIWWI db770ldfS IYOjoi7ed with 0 CWCfeld D bori - ",j 4j=W __j orMol"tirloybelocotedcupernotet Z. I
. . , , : Xbc mnl. odd I ba -3 .
'Collor" L a -d r s6o.f be llvs.- otthe la-qerp�x DrDl or Dz , Xckc. - '. - 1 6 loc. to in-vde ed PLAN 4. - MICK8CM Of DCCK .Vnll vory &tvn yr xcemory rop'rova le yelp;pq " 4.
0 -- .. 'go but3holinotbe Aa3j t1w tt2&kOr- foluV4 tbr f iil� on thii plon.
.A . I . . �i---Lorfrxinhok . -
De bor - .4- I %. (P093 ond cover not 5hown) 5 - PrImrMCING 67`ffi. to be per Z-DI71, I I -clear from Axeorowrete
wwew is 9va/er I I a I I ria bor . unle33 v)own otilvrwim. .
' I I I Jtrcetglp*-. . - Cceicre le ring3
3. rCf POO bW /ba7 66 'a spevd cular ohildi Is reQW?d. I 1 IN omitthozitep i , r' -.5'.# I " Ring -,,w t Min G. 5TCP.5shallbe -%'t,ourV,,golmnized.qfticndonchorednotAoi-7
- - - - - -.:f.,' �.; Q
4. Forppe size not hsled u -v next size kr.w. ,npowd.itrftf3-., I . for poved.5tyrreb 81M Ilion 6"il7chei in thelimlli of itructure. Unlem otherw6e 3hown
-,F-tbryf,eevcd,5tr3 eld'I the -)oocing 3holl be 14'% 15;� i,A,7he k""f.ifepaV1rof be ffvm it)o�i
. PLAN H bor ss. I
16"ttirpowditirwit: I ''
. 16VAX M ":. - 'gee SM.Dis,9 Z-096
5. CItni rs4YbrchV on *pes 24 "and less b oXyneler and &7 0// H Mort not Nvwn) ;*:� .1 ' ; 6: - - - lit bor
4b I . ! r L--- - , ",1 Z'- 6'obove the invert.
. . -ditrimt3o' r 7- P1N65,RZ'DUCC,9A1V0P1Pf forocce-"-%')Ort-%Ivllbe-wW#7awtor
pks whelv ongle A /S less ffia7 /0! cgye . ,. Akrihok! ftn,ewrrcrvrch,t . *". V
I .. . ,-I- .. "- brioble
. arreet . . .,,;:i omy,moNoInted or iv�xdh731de the ihol"t
.--�PWAb,Z-DW47Z & . -`�- ;; - ... "Il..': '- - LF bari ' of 177oriholej -&hown on lonoppl otcenterof3i,aft.
. 71%--Jt)0M 3 M
Ychv is requPed Me domeler bf the ckcukr ties V0 caly j �� . *
6. Kere reh/L , , " S. 1 ,7
c
. . - I " .- Coxii,vto rings &W 1 4 �, . fie vo I J6,73 -0own a I i to tion.7 re �`erl to pro 6,9ed kA,vrt9rn* Ih,7e3
. , ...,
.
,
sho# be D -I- (2 x wo// INchness ) 1- O." 3tero ------ . I ,l r0AJcer,Pb7A1hz-V107 1. r . C,d9e3 - f ... - fL 00A1 of monholaSho/I be Steel -tricliveled toScirfi7qng line.
-
,;�,f S��Dw��. 1 1 I r 9
7 ' Whm DI is equal to or less ffim Dz, jM inverts and when 01 2-096 " . 4-.0- , ,'. - - Alintimum t-10 f )Viffi I lb 3-R. -l )0- BODY of manhole ityv// be poumd in " continucuJ ope-rahon,
. ; - .. ,0 ....
I .. : povixf.,treet3 C1 1 41. 1. , ! . I except that a conctrix tionjoint with a kn9itud1no1*eynvynvg
is greater /hw Dz, join solfils� I Alininxim 3'-6*)Ylth li-� V-; . . .., .1 I - . ", r be,010cadot the 3pi'll . r)Q1 . M fine -
8. FYpe moy be ewrygoted metal pipe, cavrele POe, Of rehIcerced -4,� Z' " I., I . Z. . I � unpowdotreet3. "It - ! u- LeNorilt L A NO OrAir P.5holl how the thl,lbtving wlue.i
1. & llt� . A* 1. .. , , See Hoto J. .4 DETAIL M unle,i.3 otherwim 3hown on p/b/7
colvtolep1pe, or asbestos Cement pipe. .C3 !, a ... %, -- -L-�-, - - C bar.) lbr D,. - 96 *or 1e33,I.*-5',6', P-5'
. . , . I I
. 1� JL , I 'Ro,rd .. If 'O".."'Tiebor (-See Note 3 ) 0z owr 06', 1-6`0% P -6-
A 9. Not to he used lot a sire Change on the male,10A *I- I , pf*w-i I � I I . J ba- . Llw"beocroo5edcrlocatbnornwnhole3hittedt-- I .-A
� .- . . r foYp. " I - 3pm
. :. : , , ngkv line
. I .1. . ...... Inlet aeovolion
."�. . I ..`�. oWialdtthi3p6int
. . . . . i .
. r-- �- to, .." �
I . � .. IF , ,-.1',.---J./dbC.bothnoVAfo
! be umd when, LT143
SECTION A-6 00-crover
I
. . . C'bar-.-, Q ,,I.-- Apeacatlevel
� I---- .1q _44;A 4
. 1'.. . k ---R IlL
. I .X , I - - IT .
. I ... 0 b 7r:3 '� ,
:,
; , , ! .1
111t- .
. I . When L grecter tilm lillot.ilvilm obow ij jpccif�od. 0 bori Mail LX?
con hnuod 6 *ck c.
1Z - 0 OA P5 -Ni`:Io // be -4 ror Dz -39 - w ki 3. 15 thr Dt, 4 ?"to 6 4 'inidwil m
ond 16 fW Dz -,90 *or ewer. Tie bof �a -%ho /I be 13 bona
0 - t'� .3000 P 3.i. 0 t Z6 C" - .
A 14 - Cen te r line ol'k, le t k" to in /&,j ec f Jn.9 kAs Ibc e o f com a l' 4cv*�3 ing
. line unlem otherwim 3hown.
0 15 10tore Pressure Menhole Ab.2is sp-ilcihed Orvy platu see Sid. Dwg 2-0,?10
. notit, J. SUPERSEDES DN.NO. 2-0103
- REVISION% : LOS ANGELES COUNTY
. - * *AT$ I se...."iO,i IFLOOD CONTROL DISTRICT
- REVISIONS
limw "to I oessol"10"
LOS ANGELES COUNTY
FLOOD CONTROL DISTRICT
. !
I . 1 1
I I V .4a I P 1
.P4 . 1 I.
.. 4'U/Vf
hz�F-fi- - -0171
. I GrA- /O'V f14-CHO:j z
-&- 8-33 k0iMd
�
I COW00 plipt . .
Lottile p4po on " ollgrvntol wound the walls, of IN With
-
T ---f-- :' % , 'AlAthow Pw D.0 .
1:71
r -c � - - Q)
I , *
, & 2 -DW-
a CyVnV,4d'11V1o,%
MANHOLL N0.2
A /1.o -sly X4V;%14 Note a.
: . -AL. -- --- .
i -
'- V :
--14'Rod
R44AI 0.0
I I
, I .
Z -ow
/0-,fj
0 A"d Mile
PLAN. SECTION AND
& 4.1- 72 Oviloold C7v,7e,v,lvs
CONCRETE COLLAR
0.1
: .
I . I :
I I
. -D96 o*
2
,aS4
= 10-64 Added note
,
I . Wo - 14, ;
I -4 1 I
le, avow
Z%9'w " ,
loth
at
VAI I -- - - VAIIIF
of ode ,00ft at -mil" opt" V"
be lcom*4 by clo�W to,"
I " - . I I -c_ I -
1, . k%* ,
, -- ---&-
. & Z.D472
� A 10-X Step Soocing
DETAIL
1,
.
� �
FOR ' PIPES 12 INCHES
.... - . . . croob gDar? 13
5"'Vo
.
.
& J-1-744 41H f/L'..-.o/`
- 4 0:2 -1
.ep.0186.11 _,efz� -$1
, - �1�7
, -"
- . .
THROUGH 66 INCHILS
-
I . "
: LZZ -1 = =- -
I I"
I -: I
-; -I
B-19
I . I
. . .
. . -1 44 , f;j�
.
-70A r K ,,. V70164
- - -I. --I .., D.Y.M.
. ..,H M ---- -
-4. valiti ,
,..., I
4 CrWNSJ0NS:. . I
Cwb'foct of catch basin C-Petlr4EIIII CF0110411 be asiecytore4by
,�EQTIQN ..
-
.
a J��, ��
. � . _
t F
�j
. I
12, 111,1191 OF
. .--
I.......= -M-0 1-.."...., C.WAL
-- -- - -C;., I i r.44. - .
.. I
.
.
I - -
I' I -44.,P-
I I- -
I
ICALK I VAIst NO. 2-D393
DEC-19621t.ccl, I Cw I
- -
.
5 STEPS: I Sit D.9 No 2-6%)
V to 310'llnd). place " step 12 inchts obo-v the It" of
rtotno and Coot per - , Do. of race PION ond Opening
t'Ao4,,.,,!!j. fie, 2-0156, ' .! 1,AAchor ,Ipor D-9- ft 2.0232
.
. . I
W4 basin. L
V vior 3'. O� , place steps at 12-mh lnler.�I% from W4
.
� .... 17. 4 ...-I . A
'-
. .
�
.
. . I I I
� '. .
I
. .
1. NOTES I
! - .� . .
. .-Dowel I
. I I -1 09-41 ... F1
Stool reinforcement shell be Pelf $10fidard orovinj No. 2-DITI.
�
I COW00 plipt . .
Lottile p4po on " ollgrvntol wound the walls, of IN With
-
T ---f-- :' % , 'AlAthow Pw D.0 .
� ., ----- .--- --
I A - 4
Al L.
" shown an IN "MCI *A -
; -, �: 1) 1. I
,Ili
N6.2-0232 I
. .
-
Pipe shot be lewrimed M rN Inal. Whaps and length balare -
: . -AL. -- --- .
i -
'- V :
--14'Rod
R44AI 0.0
*4 catch with a tiziceadinq
W4 pl000n,'eto at caric-tis 1.
a CONCRETE!
.1 - .
'J :
'. - -1411 -
4 ; - - . ,
I .
pot
iko, 2-D232 .
---I'Rud
I V
I - -
I
Dits9l, 1; - 3.000 p I i cwvts" si,eoglh at 28 cays
noor at " boiwA VON $live hom .4 ',-oft 10 Its COW
G-11 . I
. A : ! �, 4 - I
. "I , I
. I 1k ,
-------- A
,
I� I
am 01.4 tl� g.on a S"-oo.e" U'loce ltmh
cl,,Wk.it 14 14 arlJ r"
,
I . Wo - 14, ;
I -4 1 I
I
DO
VAI I -- - - VAIIIF
of ode ,00ft at -mil" opt" V"
be lcom*4 by clo�W to,"
t - -I-
.1 - : I'
4 I
-1 --
I .
-
.
S,*Ioc9 of 04 f -Posed; to,luolit Vlaii karjam A %top*. 9,001.
39 I .:
% 1 1 1 W
I
. .
CCjCe,*Wd linish to the 4.131'.9. c. Floposed, (Wq cold
.
.
! I . I I
I I I*- t;--! K I I
; 2
I
11
- -j
--TRO4.
---
�
. I
-,olk olljocen! 10 the basin.
SREPAFORCEWNT, (Sid D -S No'2-DI71)
--
I . "
: LZZ -1 = =- -
I I"
I -: I
-; -I
00.el per Detail
- - * -4'Rod.
T-- :' -,-I---- 6 -T
-
E TW`SI."4o.3 a, No 4 bors ri"tdos spocedon the Slr.cs�d Pun
Wah o,4 rim - As ttq.ktd Oily Standard D,o�wg No. 2-6 1`72 I I
. I -
I
4--- -T-----------,- --
ill , t
.
. .
4 CrWNSJ0NS:. . I
Cwb'foct of catch basin C-Petlr4EIIII CF0110411 be asiecytore4by
- 1. .
-t --_
coacrqlo� - - .
.
S?or4wd Dr~qs,NVL 2-086. 2-0415, at at sixwel on *4
I "
1. - l'. - I I 1
good fill Infine.
.. I
genoval picri . .
1i ,-4
OQ-11 ,e Ault'hor-, LAV ---'1t
- - - Cwb
I' I -44.,P-
I I- -
V. -V - 6". 1 - 6,nofes'and ly - Y- 2* unto 5 s oth of W.Se sho. A. .
TOP SLAQ.STRUCTURAI PLAN
.
5 STEPS: I Sit D.9 No 2-6%)
V to 310'llnd). place " step 12 inchts obo-v the It" of
rtotno and Coot per - , Do. of race PION ond Opening
t'Ao4,,.,,!!j. fie, 2-0156, ' .! 1,AAchor ,Ipor D-9- ft 2.0232
.
. . I
W4 basin. L
V vior 3'. O� , place steps at 12-mh lnler.�I% from W4
, I
I I I
/
NO. 2
no& of W1 basA .,Ih Mot lop Veg at 12 r.cllo (��j
.
.3 -
, - -.' -r� ----------- r
.. * Ill !, I t.- ! .0 ;
�:.z of
MO" � " to P ultoct of Wd k.P sAnh
4
.00-11 .�- - I
IJ ,
" ProlociloA too I I , ,
. 1�--!-Stteef
&�. " '. f - L 0
-J�g- --L-1 I
i �.:�- :
surface .
�
. %, D.$ No. 2.0175 "I
�i.. .. . !"amll. 2-0232 ....... it-
;
I - * 3 at 04 bar%, 4 rsq'd A
11
-
0: Al ---
I
.
- - --. -..., I - . - -
\ \ . Tr- I I ,
\ V\ .
. I .
I
I lii.. - Rod.,,,
-1-.--�,11St4P 3
.-Alternate conAW"t >1
D..) No 2. 0
0224:
I— -I.. 0.
I - - - - -1
,
pit N',e. No I
I % 1
. 2.076 and Nose 5
1,. I
1
it
.
11- , I L I .
. I I 1 91co
"
5v,porsedes drowIng of -lh* 5ome number
doled' Atlp� 1950 I
..f.. ..lisp ... I ..... �. I..r
I I a out f , ;.;� , "
:
I go.
.LOS ANGELES COUNTY
I I all directions..
Svbgrodo ti- ------------; -... I I
-. , I
- :
:
6
I -
�
L
I'LOOD CONTROL DISTRICT
�
Optional . - - ) I
. 7
: a .
` -1
I
--------.--
j
L
I
CATCH BASIN NO. I
.1 - -� L
- ----I- .11 -
'I -F�7 . -,,-i �
I.
.
PLAN, SECTION, .
;I 4-
'll.
.-.-..
-------------------
AND DE7AILS
nEVISIONS
.Mti- .... -4 &. SECTION A -A
--- --
.-
1-1..... -% ." -7'0-7�
, , -V .,, �,
.
-- . -.--.- I
-7,,, a.- &f �-�,
AA -k!-
- --.;t-.-
- - .
-Alr
4. J. A
�;�-��-=,L"'
,
...
o`Cq .,No. 2.- D 160
..-^±-A!L I
. 100,01C 5-I;,-%01= I . I
.
-
- . . . t
. �
� .
� .., . .Cu,b . . .
: ,
. .I. .I.. "
Da -e ., I Dowel , ...-Anchu f(anis and Cover pot . . I'Cloor P -I race Plate and .. . . NOTES �. I I
� . ofiff ,` .. 0-9. No. 2-DI56, " " Anchor ,"Opening Pit Owg- - . . .. I �
. I - oil , I I , . .,
11 ... . I 7 l 0 1 1 " I " I. mff-00--pim. . .
- , 4 I -- -1 1V A , I -, .. I , - , r.-.-.- 1". , Local# pipit a$ the dolri'61(oom end of the basin We is
-JE- . -- . I --q 1199-Y*.r . - --- - I 1SI1411 Of : specifically FIOI44 olliefis so on the general Pori. . .
. I . --1 E! X .
. 'tj - [- � DOW 11 C-41-- 1% I +1 L.D, su(Ioce N I pipe shall be IrlinnI44 Ity the final shops and length bolote
. if. I lo1a - i I 1. : 1`1;:�,-�,! ;..* . the placement at conctillo. �
. � 0 - - --I proll4lion Do( and 0 .
: 1 I-- - t -1 0 ..., . $Wait Boll For Ow / . . 2. IMMEM.-
, - I U. I , ' 232' � -3,00opsi compressive sirongth ul
I . i , 1 - % . No. 2-0175 and 2-D 9 .,__ I . Design, I 20 days. " ,
:_I: 4 ... I Floor
i . - -- M **11 ' . I .of Ohl basin llidl %IOPI train oil *0111 10 the WOO C44
1 I . ,�$Ito pot D-9. No. >: "it be given a stool-lio.tiod stwicics linish
. I - -. j - �- -f 2 -09', and 1401. *... . . I Cwyoltdo 91 Ihil %ill and side wall at IN gullut opeiiing sholl be .
I . . - '7- - I j"I 3'Rod 1, 1 . formed by *cwy0 Igirris; ar.d q!l 4.posoJ tidge%, or carriers, onJ
. I I - - rt - - -1 - -Reif-( per V.9 ..k. , " 4 1 1 .
�'.. i No. 2-0232. , *11z�i -W 'CUli ", ii�m --- - .1 � I concrete lo m4lol 11(ame cdj4s ihill to qivtn I* tadi,,s 1d9W lirwilh.
� I . I i- all di(eclions I.- 1- - I - . SVI04t 01 Oil 111potild (00CF914 11.011 CCAIO(M to QfQJ9,Ak'P4. COW
. . 1'. U- . 4- 1 Aochot � I 'IN / I ond Nish to in# ex4fif 1. or propostid. twb " walk udiocaril to
, , , - * the tiosin.
. .W. I , "! --a-------L I . �. BEMORCEM NT: (SionJord Dwg. NO, 2.01711
11 J I -
9i.;. , . - --
'. ;j 1`1', :��---L,--z , .. , , - Top slot, -No. 3 boll as reqvirO on Ill# top Slob Sltuclw(A Plan.
. :), I -, 14. �- � 1 . 1 . .�
I
i -- -- _ _________ 1_ I_
�
I ". Z.
I .. S-Agrodo opllor4l . i I Walls aAJFloot -As rici grid by SlorWaid 0.9, 140. 2- 0112.
. � I +- - .. ..., F. 4. DIMCNSIONS:
.. 1. .. �f I " �"Rvnf. 9 2"A.S SECTION A -A -'Allornott conneciloAs Curb fact at the coicn bosin opiningIC-1st G f I If I%holl to as iqukod by
. . � � 7 - & -- 1 . )'Radivs pot Dwg. No 2-DZ24 Sid. 0 - wit Not. 2- 000, 2.0415, of as sho.f. on the gential plan
. I -- - I -1 ' It ! 3-2',%inlost olho(wisit sh"n. .
A I C= I . -4".1 - 14 . �. I . I I I ,'61ndiss iI'V-4'-O",)( less. . I
: I I - Ol% . I - 0 Inches If V, 4'-I* 10 8' -O'. .
I I -1 o I LI L I I IA I I— -� --- Jil i .. I - 10inches if Va Q'.I* of Marc. . .
1. t. I it - --f.
. T - I Ll� ; �,J, V- 4'-0',urJo6$ otherwise shg.n on Ore q"iol plan.
` 1-[ ,�,3 8.d. , ,3 Wis. 4,,jq'd
I 1� J. . I I -, .,6 , qCr �. ST� P . (Sid. 0-9.' No. 2 - 0561.
. l �4
j I I .
,
C : T J"o, , , . P" _ _ 9d I V to 3'-Olincll , place unt step 12 imlics uao�# the fluol ul The
-.1. , It - ,-- - -j basin.
I F-4' Radivit V over )'-0* , place sloFt at 12 -inch v,los%als from Ib# 119or
"I - I - "? I .
I
. -1 - I'll - , " ti ]i I �-Ll . , - .
I . I at the b9s,n with the lip %lop vi IZ -I-cnit imew�,14 bolor Illit
I-..[-. .. DETAIL OF DOWEL
I Anchor per 0,,g. . Wit, PI I,-# mgnl*le.
I
- .
. .. I 11 W-41 ,:. '.. I,-- No. 2-D232 . I .
. 1AILLM locations .,Cwb
� pot Owq. No. 2-0157. . I I . .
I
.
TOP,S�AQ - STRUCTURAL PLAN . I . LOS ANGELES COUNTY
I
.
.. . . 4 FL000 CONTROL OISTRICT
.
�
.. I . CATCH 0A,SIN NO. 2
*
Supersilidits drowihq of the solnir . I . PLAN, SECTION .
numbor doled August 1950. 1 . a DETAILS ,
.". I REVISIONS .
I syll. .... .11 . V . . .
I....... - . . .11-...... ---- --------
, . - - -;�,,--- -
, , : I .- .,��--,!:,-tm. ! ,- &Z-'--
-9-y-n- ............. .....I I. .. , ,� �;
., A W ...... ,;Aj
. G.JL- . z z2 -1r(2
. - -- .d,XH--
- " I . . . "'LlE 15.0�19 JOWG. NO. 2-01ce
.
-C wil- � . 101 ;E . 15*'W 6.1VFT I or I "
. -
. A - -A,- � W ----------------- *-- a L NOTES
;Aili Vrf - 0 0
I
T EI --- ,1V1;11lOd&P4r0K9� No. 2-0157--,� fo-A i .
ill I I I. C00WC70A PIPE
Dower--...:, - I I ' ""L- - - - Dowel Pier Do tail Locale pipe of Mile downstream ond at the basin unless
,
;- - T � 4 specifically noted otherwise an the general plan.
. +1 ff I- I -,*
I H t+ pipe shall be trimmed to the final shape and length
, 11 . before The placement at the contrile.
I F 1 --4 2. C2QXTE
I y 11 111:, � I -f- . Design, q a 3,000pal compressive strength of 20 days.
. Ir- '" !i ll I I I ..., I Floor of the basin shall slope fireirk all walls to the
I 11 - ovilof and &hole be liven a slitol- floweltid surface
1`� + 9p 1 1 .-I --fill finish. ,
. . I I r- I I Curvature of the sill and the side walls at the gullet
Dowel— --I I- . - , - Dowel opening shall be lotmod by curved forms.
I I . . .
�
-+1-11
,
1
.44 11 A Pt �- I 1z -Ancho( Surface of all emp9sed concrete shall conlo(m in qtode,
Anchor— - 1.1 ! 4, $1090. 40101. and finish to the 41110fing. or
I I I. I 1z , IlN, I 1 1 1 I 1111 I I .
I proposed, curb and walk -a4laceni to the basin. .
- LZ-4;�- I ]--LJLL-.L -L--iLU__1._ I 11 3. BE 1 (Sit Dwq No, 2-0 171 11
�: t ==t --- -L3* Rod i's== -X- f- ---- &Top Slab - No. 3 or No. 4 bar* 4wed as requited an the .
- - I . I it - -I- - 14-t:: 1- - - - - - Sltuclu(ol Pion.
.---1-T--1----- - -,- -;. - - - - - - I I %
FLOW I KOONS .- ;- % Walls and Floor -As restulred by 51d: Dwg. No.- 2-0172.
owg7W, i-02121 - - -0 11 11� 4'Rodius
Dwq N --t A 3* Radius Curb face of catch basin opening (Exist C.F J, H) shall
. - " 4.
O,2-rO232 be as required by Sid Dwgs. Nos. 2- D 08. 2-0415 or
as shown on the general Pion. .
' Catch basin$ for Willo fool *(that* shall slave a "V'
TOP SLAB - STRUCTURAL PLAN depth of the upslisom 404 equall to Ike curb face of
. the catch basin plus 12 Inches. bye in so gassi shall
the slope of Into floor 414444 PI
,Sid. Firayinis and Cover W- Jell-O% and le-V-r.unlolss allsoriom shown.
I 4" Radius., e% per Owg. No. 2-0156 . I V - 4'- Do, unless olhorwise shown.
& \ % . Anchor,, -H ,-face Plate and oponi3j I - Go it V- 4'- Do at less.
I '.3 at '411 bars, 4 it 4teld -- , %, " \, Vt . It per Dwg. No, 2-043 1 a 011ie V*4'- I " to 111'-O�
, 8. '. 01 I - 10' It V a 1111,- I * or more.
r-", ----------- 11 - dl..� -r-1 --------- .
,
I I . a - , ; i I A street at I *.JIM ($ft 0" N06 2-096)
�. * j' . L.Q. surfocis I V to Y-01incl.) , place one %lop 12 Inches above ill#
r- ' 6,11 , VKI -0.1 11 .
i I floor of the basin.
Wit I!., -.P-- -f i I
,
[- , �"T ""� , 9 11 V over 3'-O* , plato steps OOI 12-litch Intervals train Ili#
I - I . .. Dowel- I .i , I Protection bar and I I too( of the basin with the top stop of 12 Inches (minimussitil
in , L Support 8011 per below Ohio top outface of Nisel top stab.
or r _ 4' ' .-Slop per Dw9. No. .:A:. - . : I
,.� -A ' ' Dw9- ?'a.
I .
DETAIL OF DOWEL 21 _ .44`4 I ' 2-D96 and Note 5 . 2-0232 : LOS ANGELES COUNTY
A I" 4- b '41 ` >1 FLOOD CONTROL DISTRICT
7;,-, 3.�::: ------ . . I.' .,Alfstnuto connection I I '
- . ... par Dwg No. 2-0224 . CATCH BASIN NO. 3
1
Supersedos dtOW117P Of Me some number 441 I. Slop, to OIJI141 I-, : . I I
.
0'ated Aug. :�Q . I . - - . . - il fro. all directions-,,- r I AND DETAILS
I...., REVISIONS ..,.,.,. � '-1 I
. . . I
A.3.11 -.-. ., .. ii.7,0`1 . : . W, � . .
.... - & 1 -.-*Il 6.4.....1.4-4 .. .4. .. 4 1 -
" ' r' "A"'Y" loi-- - 1 ::::�� .�.. . 7*1 - A Alkle
1). H. 0- . . N, . -1: " W I , Lj'-
; . &,.t;. I ...� ! -
. -----t :1,..&..i , !".P"�=.W
- -��z ------ r
) �R&Wsf of ,5;,�,r�
.,y7-,-
,,7-
.'7'.*.- Sult9fado optional-' ,�,;95,Kjr
- ", _
--- - .vV %P. "%;. & - V I I
NONX 15-15- . Gel SISIONT I of I
� :11:1 I TOP SLAII* REINFORCEMENT,
w wirt ) , 7REW r WA Z Z wyazw w4us I 0. I A SW stop ..
I .
(Io) 5 L V 7"Z*,ri I I w / I % for dolaithing of reqWroll slool,liss Catch Basin $IaAdwd Drawings
0 � 11% .", Is*# , For di~sWA"b* rooter Won 4 lf..soo Ilto opoiclail 4esign of the top
C a ;j . 1"0011 Way i I
or ;;; 7 :
" 011,60 ! I - mob robilcifesonst"I illsoton oaths 144UW*4 struslufal plan.
to r 14 6 50 0 0 j I I .. Xcl - -L i I
to 7' 4 18 8. 40 4PAP , I v I ! -----#------ Z WALL AND I'LOOR REINFORCEMAhtLI
to 7' 8 14? /0 4 1! " 4 0 d- , I .. -- - -1:124, The Indicated reinfoorck4 steel applies to Catch Iloolf, Slorsolilled
14' 14 16 306 - 3 o � ,& Drawings Na Z-OKX,109.140,162,163.164,i7Q,iS5.24*i"2.wW4n.
14' 4 18 18 4.0 * 4 # 12 to -' i . .1 12 All catch basin$ wolful:144 on 11164116 d46I9ftQI44 of Stole
40 ... i Highways sholl Include the rolftloircial stool Shown oft this
- or 40 /0' I �LLL -
H: /01/1, 110 I .r 4 0 10' I - -7- -,T- -1 IV-lv--- - drawing.
I I - 1 41---- I --
I Catch basin$ conelirsicloel oil offoolshill 44619A9144 of Stole
WALL AND FLOOR JTEEL- SFCTION I "sehweys torielleir Ike following gorsolillefts require vote and
CA rcH ai = ki,veocrimm r- ow or to 1421acti - I floor lifeel (sylatelle4mayll, -AN
,_,
! east, C04*44W.E2LLV- JUI-A 09010M
. To 7 foot funcl) 10 1441 at onore
7 to l4foettiosell) . I fool of more
r- .1.11, .A-) - -A. l- 141921 fool(latel) 6 fool sor Moto
A
71-
I -
V
over 21 foot All
SGENERALs I
- 4,
I ' . �
I . ra - -
FLOOD CONTROL DISTRICT
Stool reinforcement shell be Pelf $10fidard orovinj No. 2-DITI.
- j .
lit - 'C
.;
.#WOE
_7
Stool to conicidle tuefloo, 404 cloofonso, shall be I I inches.
� ., ----- .--- --
I A - 4
Al L.
,#j
ft,:t
volley lypo lavert.show" by 44044 lints in $44116A.144viffil
- .1,44 COM44101 Is dillitiod to tortill well of 4 cal4h basin.
I :-Jj* "JAL.
I/ IV
I
plot
Fat the dosylot bissin* V-4olith
. -
i IV
I X, , : cl-= �
, I
*4 catch with a tiziceadinq
I- T derip- 0111111110 .
1'r
12 feel.$$# Ili@ required structural plane.
I V
I - -
I 1,
I
& Oft 4 bets* oys" be used in Now of No. 3 bars
of folellovois
-- 4 , .:-
-
I� I
TAIIILV) ALTERNATE TAAL
. . .
-L .
-3-1
VAI I -- - - VAIIIF
--
. -- -- . �-,- y T-
I
-11 -1
3'.. 1 0 1
Mis I- - ��,
* 1. 0 4 .0' -
#
- -:- -
1r*Y-- 4 8
46 f 0 10 . 0 --It .
0. 4;_ 0
Ir # 14
.*.a'-
0 a? 4 H .- 04411 4
WAL( AND FLOOR STCEL, I " j 6- I 4 . 1-40 1
1 Is - 191. 14' 049 17
-
,&0-4 - I
,kt,e cArc,y sASIN 6L1yt]eMm-rNr-"w carAreg ruAlIty 14' -
I
�4 . a- . SUPERSCOCS 4ruiving of some numbeir dolvid July 19U
04#08 . . I --I----
I 0 .t4'- --- jW1 0 W4 ) SZ%fa MD I
- "" rft,w .... 1 4 5 rm I
-- [it M NA4 ,OARS 6 I
- ! 14 if� 5 6 V 11
FLOM Kly - Jf'r
QKEMENT SECTION 2 4 i I 0 8 so 4 -- I
�ov F re V -w-5- _ -e.sr-1 I
11111110,1111100,41111 ---- I Offs 6
1$6K miam 1=4 - . I -- I
046" of A **" =0141MA104A -1.1 --- --
-AXJ-i-- & lt-Wn ACMICw 8) I
ooll0ilill . -1- -..--
- F, .
-
I -
V
LOS ANGELES COUNTY
. I
FLOOD CONTROL DISTRICT
CAT.CH BASIN
if
Iis 3" Ilr' 3' mia.
.
REINFORCIEMENT
ilietrof a
.
-
.
e 4 . I - "1W
'iWol0is go -21.0--l- - � r-_
'86
-----
-PLILS. - . A. i 41. -i - OCA&A-T-111AIN L-Nfi
�., GRATING BASIN REINFQRCEMENT . NONE 15-15-4111111,1,4,., I
--TLWIU - - I . . . - -- . . - of I I
I
- . � . . � I - 1.
- I
. . .
. . . CASE M . I .
�
. REINFORCED CONCRETE PIPE.
'S .
I .Top of Bedding & unles's Oth-rWise � . -- 80eftfill as specified
I i
. . -111- &- -Cover
noted in the Specificoflons.--- - I . �-Excavated batik or sheeting
-
. --,� -,- - . .f A . 1,;
. I I .
I I I I % ' . , .
. 'Scresild BeddIng A to 61 �urvelivre end 0-,--- �B*dd`lng 8
grade at pip*. �pir ot scretoed amd tht �-- �,,:�;14, WA -
miffhod of urs to be vp&ov#d * ffie 11111hill. ...... � , . 1115 ,0' ReNni. t
Efigift"r. . --- I
. % I / I i -
I , , �u .
veddhV ml�tfffof heko�w bottom ,..%#. .-�_,....- . *r
,,.;;,vl
.. . . LAN
. of p1p4 shall he 111ZD' for p1pes Adpw,,, 4 j JW7 r- � , .
. 39' child larger /*7 d1ameter, and / I I 7-BefiddIng A
,
.. 1 t-EXCOVO4(04 to &S Aryor porwIteld.
4"fot Pipes less then .19' M ** I - I
,
diam,eitelf. h? no to:rst, shall1thill, V � .
less tbw 1"Aleflow ony M/ or CO/Var --",. . . I
,
"
. 11
Z. CASE X BEDDING Q- BACKFILL ARUUND PIPE (Load Factor 1.8)
0 (a) Ir" of spHnghV Alne shal not Alle, Idss thaii Me folkeeVng: 6 " for po�pe,,60" or less
16 In d1ameter. /0" for piple, 6 3 or �o lCe" &q.tusIvift /a di'amdOter, and 12 lbr p,,;%- kryn, .Mon
KW " In da,nele,-. r,�&<r oli, it emtibt; s m ej .0 cluale - ihe &Wn es i o f o,,7y sheell,6y.
*(,bjN'h*re cover Is 10'or less, 1111i'"measured ot thi top 0" th* pip* ffloy he any
. all.irponsi'm greater thm the obove specirl4d mIN�x,ireft,&n1ary otherwis* viteffied
. on theii,projact droWn q -. . . . � " I
ik W Whereet cover Is yrea?er than /0 , '"W"m,lilasurld Of the top of ffit *pslt shoeItilia "
.
& greater then 10 for .0/pa /00 " In dA7M#f0r or /ssso' or ZZ, AV, P/Pe 0 -ver /08 oth
. . d1ameetteir unl*ss M4 CM/raiclor of ft Owl? expteerilsoil proirides Case r bodditleig or
stronger pipe. rhoss, d1metelAslons iinc,IkAdie �he ffilckmss of on #17
. ,y shee, g. -
�
OFENERAL NOTE & * . . .
I the Case 01 for R. C.P cind A.0 P. Cose 11 for vitrified clay and plain concrete pipe unlesl'� othervilse specified v shown on I" project drawings
& 2 Bedding A shall be compmed of ser;d.3/4 -Inch or 1/2 -inch crustied rock. No.3 or No 4 concrete oqgr�gote or groycl. or other gronulat
,lulteriol o3 splecified, unless otherwise approved by the Engineer. Any of the mferials listed with a 4radation nocoorser than thot
o( No. 3 Concretes aggregate 3holl bill used for pipe 27 inches in`�iameter ond larger, and m4tcrials with a g(odation no . coarsef I hon
,
thot of 1/2 -Inch crushed rock shdil be used for pip* strealiter than 27 inches In ditimeter. .
.
'
Bedding 0 -sholl be Composed o( sand or other grontilof material as specified. uhlcss otherwise opproyed by the Engineer. ond
ithall be completed prior to placing balance of 6ockfill. : . . .
. r '.� .
'
3 Concrete backfill. where called (cc On Std. Dwg. 2-0213 or wheire specifled on the project duawings, sholl be"420-C-2000
'
.
I
' .
concrete poured wall to wall of trench from top of BeddIng A Io o minimum depth of 4 over top of plpibConcrete bockfill
sholl be used (or R.C.P and A.C.P as roquired on Std. Dwg. No.2-0213.
.
- .1 . � SUPERSEDES 2-DI40
. fittlyrotExces leave . sfofif LOS ANGELES , COUNTY .
. Z-DZIJ MAPK OATC D(.SCMPTM FLOOD CONTROL DISTRICT -
I
- 6-54 Re-rMe-7-
. I * tt-54 R4YMD PIPE QEDDING
n 5-5� Revised Note IN .
. 0 10-M Ayl� ,mi"A/d6
. I . 0 3-61 0-1,��- �,4x. kvvs
- . . A 7-43 ,fev1d,�dAWe,)1-1J / "I .
. . � . � .6 .. Y1MlfX'1j I AP OWD By �.p 77�j
.'Is IV, coj�lo -41 AM .
. . I 1 .,1136,1, ,Y.N%- 1 0�
. I-L�/ DATE - A
tI 'A I " � I I -
.
. NOTM
. . -1-i", I . 1. jvf1clist" Slowfure No. 2 is Ist Ito vied when 0 0. of a Is off.,
. oftif I. O. of 0, or 9 Is lettlefor Ilion 24 inches. 5 shell aill s.,!.,.4,h-"-.. 'io,ofolo
,
. . N r *--------- , "" . . . of 39 Inches. fie.
I -- --. ti- -1 %%" 4. NOTC, No "we Ilion O" opening shall be IN444 let pylet 14cli
. .X % A& ?. Volvoi. at A. 11,C still Owe shown siol Project i1row-fties. Eloval. �.Q�A-10
I ---- Q---- I I., 11 . lovelisto '5"414 shown Onto) loquilosell Is
I / E to Note 12
i---- - r z + -- d sell structures a & clevoition s exilloies of Inijolo WWI 0 orsockole. .
4 4 C: : "-',, 4. fireakeyl limits shelf be determined 4% follervoll
r if , \ - At Ike iolotseclion of the out 4 of Ili* ItIOVir well
3r mia.-" " I Upstroem Limit
'. - - - I . willi-Ille owelin Nott also or
.
I -
V
I 1� "
. I
I
I
.
if
Iis 3" Ilr' 3' mia.
1 -I
I i -
0
Sll .%
"
"
car,0414
: C 4stoll F bets
V
N.. 1 � A
crelliet" 4
I
I I I W
\
I j . .,.;%,%_ : I
i If a -
I
of >
"
(k-
1 I Iftwfte 144"
it
111`1- .S
1 4.
� .%-Z-
l,
I .1
I
%,
1-�
z
I
.1
I 4
I
-e
I!
C', 7 - of
iiii,
N \ 19.1 sell 6
04wastroeiR Limit - - 6 inches 4swastre " - I , he intersection of Ike
he"s 4 " ",;" 'n4 'fites"C"44
I - , - "",
, ", with 'it "', "no 'I" we"
I .I-,. ...", 10 Pipe "'llo",
I 41 I, - O. -I A I., -a... It,
"'
�Ilci�
"" ,
t"I 'sell with In *lot hatt pipe wall.
shall be 14clonqui normot 99 Pipe itsirlefs OR4
The ""y"n, I. I
...1.1 410.41iftj toialoicinit I . 4 joint in Ike Main lino pip#
falls wilhilk Ills 1 � �1% Ott 114 .1111, 41-41, "111144 I ".
Imils 41 late - (I
0:414. provide 9 (oactoll .
encasement $at - of 4 siolot line pope to Ohio
I.-, .h- it, 1.0 "t - I
lionits 91 the sfoollyi.
1
5 The lionsverst toinfaic oil In 044 shell 64 Olvi at cooler of 0044,1019
"
rid 6 "I lot am Slab$ of illoyr.
.1 is"Its Isfe 4 . Z..'�,"w , . .
�
& 4 47nkdf 6044ift lihilt Ili , 0 64 cradled QA4 folcesed in It 5: 5 Cenci ek ".
.
46forsetioll Ion . .ill It inches beyond the battle of Itiogboul I$oq Note
. 41; env it v roost 4 distance at H on seek side of the ctlAitioline of
. pipe. " .W. of Pipe + le inches o"iftiffluffi.
Re 0 onsillool on 6wo 40041sito foltirel Woe until construttoil
iA Acclion with illislistle Votes drain. ,
- - \ 11
, V
I ----- .� -
-
� �
.
1. liftliticial Sigel Shoff be pot 4 - 0171. will plotgoof lye i0t4hol 4144( from
to of tolistroll, unitsit otherwise shown. .
-
., A,. -A [,Ito ,7
- xr�-elcl4avl 0/,wj!!z W,) all
11
a. E sold It bets tibioll be tiorriod to st point flat I#%$ IR401 J dislonce of"
if
Iis 3" Ilr' 3' mia.
PLAN
center Nose. j a %I 0 + 6 Inch$%
I
0000000000iooyto�9
Concrete sitionjoh IK411 be ).000 061 of 26 4010 s4c"I as otherwise
I I I I
I
I
noted.
I j . .,.;%,%_ : I
�
� I
10 floor of sirucivro shoill bq 11fol-loottelfil to totioll.0101ne
(k-
. ,
Il. When Junclicia Structure No 2 is sp4olsed with I forced 0"onallihic etch
� .%-Z-
l,
11114ittleirciall steel
119tin d14611, Volvo 0 Shell (Slit 10 Ono Close SPOR Of Ili# etch
I MAIN ONE 3TORM DRAIN
( . .
- -4 bets "I
Reinforcing stool shall be O:vI -tAd bent -at* Junction Sliv(l#j,t in Ike scone
fit. C. Pip* stir toihisircild
I - -A -
I I 0 . 0
mah-11 41 for give conctitle Cfodit under reinforced Ononallikic erch is
-quirell.
I 00"HIM4 Steil
44
4 ,1, her
-11 -1
3'.. 1 0 1
Mis I- - ��,
not 0
A& Q Writes [14VOtiOR *111"Ofte EI4VQIiOA *$'Otyy has ShOtoll CIA P(014OCI 411,610in'S iftill
line When fiA# Olson
-.-Tie
, * 03-14 t
: OC
, I '. .
I i I I-
pip# shall eftler Main loolielly Inlet tipit still#$ Main qyl�,
Elevation '3"tholi be droolings. into$
-i::I�, :-
0�- ;- ..
bws-- �Ii��. ..
i "I I I .
I I I
I I R I -16 I
toictially. show" an pr%lffl 404 P.04 shall
be laid an sIrs;;V1.q,ode green V olion 3 Ict c4tch basin or great break
111. IV
a ,
-. I . :
.. 4.
SOWIAI I I I % be's t Vt
iola elect ' ,
I I*
in line Ele 644 R shall be shown on project doo.iogs siolf, wis" slvb is I*
...
A* . .
'
I . s-3" c-- I 1
I +
64 provided in train I -At for Ivivit consity(tion of Inlet Do
, the Inteirotichon linvis
T-- :' -,-I---- 6 -T
-
4 I I I I Iflel.f
4 ,
1*4 *eivoin" apply at vrlc~
.
.. .
... - :
, %
. k ' ` -oc I'-
1:315 two I -1 - 47;
&0� �;�� on =-, -= I ,zo% iths, "ll, . for Cocos basin cortowicir
V4". .
. .
. .
-t --_
coacrqlo� - - .
&K Use $114A structure 0. 3. Sit Owl - 2"0104. wit" A.C. Pipe Is
..*, ** 4, - ",
.. .. - , ..
1.4: ,4., . .,
I . . , f.,
14-V
good fill Infine.
.. I
. .--, 4. 4:: 1.1.
P � ...... : .
LOS AfIr,CLES COk-)N-ry-
.11
I' I -44.,P-
I I- -
. FLOOO CONTAOL OISTRICT
160,10,41,10111,410 Ff k - 1,� I e--? -A-A Ii
- -Z)-, I -L-..--. -
% I I 1 *'-1:3;5 Concrete
If 67 - .
-- "emilty'st,1101ty's, 1p
SECTION M -M
% I
11.144itfolikod 44111s,
.
JUNCTION STRUCTURE
.
I It � -
�
- , . . .
�-
.
I
NO. 2
loolow
.1 . .: I ... . I . . . .. � .
, I
. . I ... I/ - . , , .. " .
. ll. *.,$ .. l. ... ..: - , .
I 1
- -
.
Ai. I" *am 9614 oss,cooff"
I .�
�
\ . \ , I - .
ols" 0 & 1-ii"d =1PZ it.'s,
SECTION Z -Z
:--.;L.;Z--;-..- ..-.--.- .-
..... ,
;X
- .��
11141111. ,2.
C. e,5
ii �--F' a No" ZZro'c"L"noi
- - --. -..., I - . - -
\ \ . Tr- I I ,
\ V\ .
-;"- - fmv6s� - - .
,;Go 40.
.
V.A. a. ,ft t(Aterv.
,�r, /. .
AOCW�4 I'-.
. - - & -10 A841110 1011fil 14
V'f) I �.-
- - - �tTmi-w
-,-,
-01" .
1-11-A **mWA6*,IF
.
. '. - z
- I
wzci, - ,,
� 4 - , - 1 2
I
cu".
- . -
?0
% �01
j ,F.�'r
SUKASEOCS DRAWOK Of THE SAME NUMOEM CATED MAY 1139 boxg WAR I times I
. � . . . -
,A I
- I .
I .W I - -1-.
karle,f (4x lvqd hy Me
- -1 ---
- - ,-. -.
- xr�-elcl4avl 0/,wj!!z W,) all
PL.AN* VIXW
I j . . I
�14 OR04117d IWIld 610,el 464'r
I I
r - eOl7d /X0/ IV .- ,,% I �
--T----- - - - -,*l---------r-, ,
A..
� � . - . ...ft I .
, ,
iiii 1 4 0011111IX
� " I- k =--
� 6 '0 -i f 4 ii. - -
1, i -1 - --f4 ....... 011o `i` --loolik
I
. �� . =::Zp I
-- . ll�'Ix '. _z? .
� ----.. -.... L I
. I . 4 SE:CTION A -A
.
L111111- A' '
. . P"RONT ELLrVA-rlam
.
.
ANOTES;
�
� I
1. An allef notq stop May be uSed 3ubject to the approval of tho 4nigin44r.
2. All 3teps will be firmly and rigidly s4l and no conqs* or ihofts will be
accapted with bent or cracked sfeps.
1.571
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LOS ANGELES COU,NTY
@ 1.502.
' .750
FLOOO CONTROL 015"ICY
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Tft mw bw mnOwtO ciry based on the A#nb&, ci Oche3
4rx J-, vded h ft, e r4m kvl d1cfm to r c t th a b or
zariltrakrAw Z.h7pb/n raAmb &XV., Owl num4ww 9. 10'and U
ortee ramid bw* and equilvitz4of k7 ntr#h tand ncmiml ctv33 -
sectlami 01W to the old!vpf r, Ifand /A SJU&V bora - -�
ANCELE3 CCUNTY - . I . CA C - JULV. 0933
IFLL070030 CONTSWC; DISTRICT 1 A Revised I - Ig -71 . , 2 - D 171
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STEEL INSTITUTE. .
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BAR SIZES - WEIGHT
OLD NEW 'POUNDIS .
(IlibcNew (osiudow PCR FOOT
NOM11NAL. DIMENSION3 - R04JHO SECTIONS
COAPACTER
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ANCELE3 CCUNTY - . I . CA C - JULV. 0933
IFLL070030 CONTSWC; DISTRICT 1 A Revised I - Ig -71 . , 2 - D 171
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I - IN I rmxe and comr -flkyll bir,gray cost Iron m713f -mlly
41. �l . ft" la lhelvlestAS rA? sAinalWVA48. cl=Jo or
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or fli ow AW/ bd Inarksof
GROSS SECTION THRU RIM & . Olt O/ be ~1114101,e,VY,welf,�ZI",1,0&1*,"V"O,
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REFERENCIES . RIEVISIONO I LOS ANGELES COUNTY I
MANIC DATIK I cascatolle", FLOOD ,C04TROL, owmici-
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R.R. SPIKE ON PIP #674320 E
ELEV. 918.40
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EXP. 3-31-91 . Ll I . . . .
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() . MUSS I ER ENGINEERING CITY OF FONTANA , CALIFORNIA'
CON�'ULTANTS INC.
.
� AfRO REET (818) 568-2465 . .
PASAD�NA, CALIFORNIA 91107 Drawn ;OY:
I GE scale:
APPROVED: O�� /Z/4 /8 I TRACTS 14243-1 AND 14243- 2 NONE
R.C.E. 40982 DATE Designed by: Date:
% `� EXPI RATI ON DATE 3/31/91 12-6-89
1 � Checked by: Approved: A , Ze � ,I Z,C.A,�� - �=d Dw No- 5 -
DATE APP 1k 4AIIE916 . . --.---- Re C, E. 25126 1 966 5
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