HomeMy WebLinkAbout1884-7.
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4 see special Nato . . . - . , . - ... - . . . . . . -.1. . . �. .
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L." - Side Opening I",, I I Side Opening I I I sideopening r I- , ,
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FOR SIDE OPE
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L % Set not#
CASE AA . I) ,of .__ ---.. .
see nck
- .-- I
46io4vial Hole: Where no curb exists, curbs shall be
constructedbetween ends oP local Depression. Curb
I
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Q11
--- A(, _ i9io'giot ling
I . � t. �-!!' " - (A'OU17d Ult-1
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seclim shall conArm to that orcuntruffin,q ogsncy
- - --�See specie/ Note —
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. - ; .. s. t/v 6"//" I in ; 11 . -.,.-. . � - - I -
. __1 - - Ifc - 3000A
_—Aft
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ELEVATION SECTION D -D A
:
_____ f�" Z. I
D
Ksin T_�>.'I 1 " C.
_T - -.r- !.'-
Tkr_m0:. - I j I I t___.__-4!
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- ---A � NOTEa &
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+a I Depressiva Sell uo7ess oll.,erwisespecikledonge.,)efvlplun-
.4 .
L f/_0tt_1
.-
.. %. 'IN h.
--Slr6r-- cial Curb toicey�- fp- ,1%da' , ..
V I I ,
I Xelepuli
4 b. Elevations a/ outer corners shawl) on ydrwvlpilix /t/74 bas are spoci.'Ted,
the L=l Depress.'on contbrin to Raisheddirdet suritlice.
6
,Xe . k( �/ . a- - notc f I r::-��
. Line- . 1kal ff 9
'A 1116 I�j(w :
. librioble a # outer geyie oP 4holl -
c. Stokessholl beset logrodeolony the ralle,vondo" lheri'�grlinsr (outer
� N
; .
, l,r,,
edge oractuot depirrssedorea). Stokesetpoints M and SlIallbdScst
L.-
-Sl`roiqsht Grade or see no te"r, ;
__�_j
onastrolghtgrudir between topy orend headers (iron a verlimit curve
'r).
+ if
L>_ "I
�Yee note These slaker sholl not be removed until juf I WlMe th is:
- See note *V,i
Seenolq'it" rinal Onishing.
& CASE (3 D - _ - __ d (r is 4 !�iet un,ic-sx otherwise SpecdW. *K 15 Nis unless otherivise speciflied
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I Y-(v,iLl1-(Cf*fHs,4j2._,
L - 6. , .. . ,i .
pli�.V_z
03-IGIOC
H - 41niches altlej-s olherw,�ye xhirityn at? the genoral tislan. �
!
I 1/'11 1�
'. - - - - - "Sile Special Mole - - - - - - - -,%
a Points A and 8 sliIdll be sel ,7/ H inches Most, e.,.,sllng
I
I .
: - 1 6 1 side I 1, " :
I gulles, grade. -
P Specialideloils governing theconstruction urthis Local Depression on
. ? % 1
-4 Ir -1, vertical cun -& shown on general plan.
C : is 12?1, -". 1, ninj I I I CF
fz____ f-,_�Pp -, sin r I -k -
- !,�P- =1--m-�A,=-=�
Stg Note 5-
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4
ii I � I,—,, -_ '. . I I— - .
71�', I;- -Sh vs. ,-� IF (4- Ic ., 6'. .1 J, -Strar..
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4 . . / " L_ ' \
see note Vitt fWnt" ' A CASE C D'--_e,jiIij , Sstnolo'b'
fitkirt"CNCES RIEVISIONG ____
-
LOS'ANGELIES C
FLOOO CONTROL
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(_At.o`K-j'1#A%s*
ch_�,, IV,
LOCAL DEPRESSI
I
4
A
+
;1-1,f-'
i -if I
6-10 M
,q,'.:,;;4N#s.
. kkW Nols.r and
FOR SIDE OPE
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. line "'I"Osi. I? s be 1600,1 on m,'Jt " 4,90"veca b4i "I't Ctij,nrer.
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CNAW 4 ' 10W
CATCH BA
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A*V-*4
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OUNTY
�tISIRLCL
ON NO.2
NING
SINS
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# iti baru NOTES
/J,. s: I .,. �, 9/c ot convorgenc, oe
11� b/ I - "i 401i 2 I - 0 Agri -A J,,ri d" e-je.-Ce , 410/1 '00, stereo, $' is,
I . I C o-�- � !7; 1, biri -- -r & ? ,O!ve$ , 4. 6, C. 0. *no 07 .?,e ..,,O_n
. Ravvid edire s to rassl6s �. .::.; -. .,.. 1. I. . . -
\ or &A -v-. 1D. of ., I. I ,� P-0 S/srviji�,ci, 9 and
/ V klemol. Mo.. is. - "'.., - .,. 1) yerr of-a-,,gi
I I. . I � 4 ., , .� 0,r j,v.n .-eti ,ey;ejF bv Note /1
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Ill I - - .r I --ii-t.- ol . i ithipit ef,1471 J" list ,irl IJ uk�-J
1;1 V/ / - ____ - , . . - I Q "J'si e- 0 4. F400Q or sl,vcfaiv jti�ff Jr J/,',/-
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7, .. . . 0 thsisse/Al ib ,p-inys�q had.
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-P 4 1P ai_'-_-, . I . .. . - Viiip Z-0171 with j tisinimstirs at' 14'
. . -. . , . m clear sli-stat fact of co.%erts VaAru
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4+141-1 C -
, .7, ... . iss"itt'.'is, sh-ts.
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_4T I , - N .. . .!-,:�,!!:.- . . .i .. :1 � - . 40" '14,4-41601-4 401WI160 `Q J,047~
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1 7 41.1 Am a ,A W'� r 'YO
I 0 -T VT I -P - - let sAr 1CJJ 017 Center
I SECTION I -W -N"' ,L if Z 1. Z J'A rkW J ..,o,ohe i it I ;4s id 0 w, /I a/
:1 itruirl.rd.
zt, 44 1 1 I I I I I I I I I I
U I 1:1 PROJEC
__ I . Tr - -1 = - It Ivore-5 (con Is.) 7 rJ?AAmn0A1 JreWTU,Vf .0ai'l he po,ircai
�iL - itr[T r Te- TAB /l. e/7 jf/evcs i'lon sq a ler f/sr vai ,,on 5 'n onsir .�mt/rvouj O'ciet-044in. srAc,i)0s` I/W/
for 0"Mirrujor" ore not show,7 on p,o -
./eri` o'low,rigs. Me contrXit:/ov- jhj// A'svt 'At 0,01ion vie
- M N I bar .01 - intir:0 p,;" sholl enler ma,n -',no Plilclni? a/ /bir 4wvrV10sp 11"t 0 --0W1rWfi-,1P
I I' Lysolly When inlet ,V,joe enters ,"0,6 .I*W -14 a 4-,7,A�4,iisl A,yy.
. PLAN 10. IF 4 'k
- br A400 k., V tin fher ma,7 ro,,I;ally. Z'Iewa ss,on .5 is the k,,Ih or nw il,iwture t,wy as
ID bars 4:� 01 bari .
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0.4 -As '.,. ov" to 4-tr .
(lied D.. At 60"iseasoirv.
NGITUDINAL SECTION
I
r �"
III %
n ho�,i 0,i ,0,(!Iecf d'a,vings, ,).:.%-jjC,i a, Misr 0'as"Ort of the Cant,xictor
j i-oll
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q Q.
file is "Pay D bire w
Ono'. e SAO" be a' d on V to me", 04pe it h I .
�
4
a
. - sr,le,,j,r` floe".V: 'same dioaseter and
j1,oi.qAs` gi , ",_ A ""O"o, 5 A"C-g ,it ipeclitied, in Isive r." , bsis'
9
T ON STRUCTURE
'10 cosich .:�O"' ols, breaAr - ,I,.- any rAonlre in ,/it /".,/.41 41' SPUR
"Ol
,%
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'Q
. line "'I"Osi. I? s be 1600,1 on m,'Jt " 4,90"veca b4i "I't Ctij,nrer.
-
In
. 3
project od1row,rigs her s,,,b S. Z*"dZ*0A4,FA,r P itia// be aj ,vwiAeJ
R.
lk
14
it
is s`0 ")C,OrQV1de0fb? ma, line fo- in Me luble Vale$J 01s`)erW3t` JAWw"
1
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-
lui`uee cci�jfrvclioa le ipe'. is,7 JAr rrvIrel alruwnyi.
il!U.
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Whes, d-ensism C is not tp4,:AA the $pus
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4)
inal , '" I be consitucled assist A (L 13 bats
s 4"4
_—Aft
.it be orn " led
AWQ
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Aa,zn,ez--_.-1_
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REFERENCES
REVISIOtJS N
LOS ANdFLES COUNTY
04DO CONTROL DISTRICT
'
9-01;-,
.
....
0.1.
isl.�.
a
Q-53
—
Revned
2(
T ON STRUCTURE
EjWG. NO. 2- D 472
.
4,
&
12-44
5. r. 6
Re..1-d Note
Add4d -of# I'
lZavisadc tsaj�
. 3
CONCRETE COLLAR
4 0 /,?' —
. _T___
lor 8 12 /0
� L1_LV 5.
PLAN L CpONS _.,
14'
4 6
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W LQ
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1- ..
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I 7r _& .
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I 1; ;;� - - c?/- osike ii,
Cw* /.~ 4 ,70 -1 114" THICK WEL PLATE PROVIDE -
X, to'Raz"o, 'ataft os ru #3& j"Y."', I 5tOr FOR ANCYOR 80t75 1 F'-'591f'doloDe*cf"ova,j,lv*#I&',Pw"k,iv'#'opol".re.0o�l,'#'
/&-to as jit~# - _\ I DR11L fOfl 5UPPOR7 3OZ75 -
,ft . _� / it I (PER C17Y Of fONTANA MOX57) � sideffav't $14#0
- .
-_1 I , _� - - -r- 3- � "r'4 Iso's 4 IW * 6 ") A.S. ---A E
.
— - .- , ,� -_ , - _.. 77- --- . - , -_
-% - Z I' 'Ll -e * '1.4? A, a . . , * � . . . . . a
NO rEs ___ J_.�� . . . * a
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- .,A 63J Y-,. . . , -, -4 , - - : V " . ..., .. . . - -�
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I T1, , , . - , V. - a. - .1 .. - -
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9,, z suppor, boll iiing/e "( 0/1 vary 10 conforair with bolter of iy�ylomhsq CuraL _/ 11 � __0 % .1 � . . .. .. . . 4 - -
qj 10 I / r - st . . . . . . � .
% . . .. ... � . ...
I
)Z�:M . . 4 .
, 4t ryp. ) * 4 j a 9 . 016 is (except of a onschors) IN �j 'a . - — — -I ��., �_!_ 0 & . . . . . .- . �
: .t Stosedaild Orqwk7op 2-017J. 14, 1. I �-_____ r. . .:
Q- � /- - sit j f X 9-cla, or 2. Pro,*00;90 Aor Shall 64 hislalleid, and supporthot/$ "po"d , occwd;?f to �j ,.,*,�f%�, ., it % ly 4 . . . o . ' L . 4 .]
y �� - - 4 . - 0
. / - - A' a % . I ---:I . :1 . , , I. *.
: , I I J SUPPOrl 60#$ Shell be fqW1 ,;? length to Curb ,roce f 4 's.t star all Cyrb bdtl,rr$. 14Q �k . . . I , , � 1. .ii� *1 , 4 ,,. -, - .: .,., * - *6 ,. .- ... . . . . -1
�, I ; I ---- L�.�. IF . '..., ,11t k,
. I/ k- vj .— I . . .. ) .4 . 4.1
- _L 4 All exposed metal parts shall be galvanized after labirlicolion. ZS \ ,I- �J` �
—A------ 4�4 . \
� k) . -:-� - hso.. tvts
I
. - z. lor-7-DiiL
1, . i .1 PMOVAM 8or Spachlig. seircti'victloor hWits) sAo# Let Mki(W Wisest IA# seektilitwor ;% 4.-,, -�o I , ,�� \- .- - 1111io",Y01,- IN S;retft P1,47 -f
,�, c4or opstakv of hv catch tosivi 0.rct#oys 6." 8ormlit) Moll be ptibcod sissich 1A,trit I � . .1 . `�-4dj1vs1s;tiAr She,up fZ-02S4,11
__ ,. �, " fflkiiv�mm clear 004visvig for"a's 6 1 NQI Is 1, /-.��-.., I.
.."4". 11 I 16 (Al Wilvil ON bw 49 rrqw�W, 'S ; jAii# be &Y,' h ..w. blits ,,Wl " rilssolet;W. .1 /I _". ( . � - j 0 z jr AIJ&t Rd Strosi so, Screw c4s, *,4, ( d ,Alls. jw..Ch)
1. � // A*C010-Y. $0 that /A* CWWW O/ /A* 0MA--cfAxts Aw sisit nitif /#*,r lAw .1 ; ' I - of ---- -0s,01rrho4 8o, See Note Z
/ . I
.. .....
i .- . . 1� fro'" *0 r011#4 ,0/000. I -- - CO. Wipwrch JI, '/we " "ossrst 11ce, on S, real I* J4, jiffew.
I I / ... . - L - -�,-
A-. , � L (8/ Wili" twitt orjrwe 64n a" rrqiowv4 '5'sAq11"�6i,W11A ,VMWA*q bov - .
... . i, RodA, .��-% - _-- is *.#` Go/von;. rd Slissit-Std. s9itare head at hossettonais head mischint bolt. $if* Nolis J.
�?-?"_ A, ��. / SOOLV4 0 6j cc rAf Apoisciv of the late "r sbwll 0 rvo^w, il Afteigsaii-A ..... __� .
____�"/- - I 'S" SPliest dirt0d % % so fficit Mi# raiteittite a/ 'At #W Is not me, thaw J1j t1ro. the roAW pAnPit. & ! " 2 I &
",,-,, " , " I ... . ..
.
. , -001 ,�t .30 or 414 099*,p 481cc - --� 6. WA#r* Catch baliu are to " colAilructsid aq curves. /Asis sroaxisixotit chord, A#AIM , '.*. , N 16=., .
- .*
I---- / toe toe* plate jAcill & such that /be majitntin; dinws;sats Isrom jtad chord . ._4 :*- - .. _. ... � .. .. - '$'is ffif Jhoftvjl dVjlo,Vo borsso"it ffiss 111/ ot the catch Aosjh W /At C*^W I
.
'*Y Ayrf Catch Boos tio slob eirmforcsitIg Slott not shown. I'mitioswit'd #W04vtowwitor l/wressip) to /At trust cvrvt will IV, #Xciiied orso ksch. : . . � 41 , I .. .. z oss Mo fiod'elis prolgellsies ba.g. S" Not, S. .
.. . . . 4. ., .
. . .., . . . . .... .
14N, e more than oter chord is irequirstid, chord siongishis shall be eqwl. '.t. * - . a.. . . .- -
.1. , . .It -
; . . . ,_.1 '.`�
7 Wbitin hPoVIA olirmv P4w 4y between 2Z'cviaF 4j:titia $#Cticitts may be tossed Wtisiiij . '.. .
/01VIA VJC#04 43",thrIst JeCdo" May 64 Issitbl. ,eiiielionj shall be jak#4 . . . . ..a. . 4 . -
- _�' - . . .
#CcVird�V to The Sph;rils C#ft/. Spkwt; jAvi/ be pAwed " toot fro," sLp;orl . . � ..i �.'-: ... , * 4.,. ,:. - .6.* -
I : r
. bolf(see Sld Owlq. Alo. 2-DI75) �_
f S);; ._.�_ __!LV.p'L) j I
.
8. itsitsirg1to at flace PA710 is W+12'104r all COIC4 blaiMW #.'C*pl Ili* 410ril'twel Catch . . w Catch Jos" Sid.1
Aj '�(, 8 timmiptlils ollster isrolo'l CArclintolly 8asin Ata. 8 (See Oiirg� Ale. 2 - 02`4_9. / and . Z for &/0/1, ) -
I 4WT'kW ,Atdr. A46M H 4,1 Shew Z-1,sq'ia's Holes /w ,
. : : Comwfor, 0 - firtivil-, 00114o-##,isi� 9. Curb Foe* shall " as irel4irtro' by Owgs. Nos. 2-D88. Z -D2447, Z-0415, / " Ifica"ie'?, Owls,
- .0040w. KSM W01ding Sys/ents Dirlsion Missive 1"it or Catch %,
. : . Shear Csternecissor, or equal; stagger as . ' 8d suit end svoil - � 1.
: "raliscolitia' be/ow. /0 SPACING a- A it L A NC�j�A 6f .- 17 1 11.
. . . ; ===I
. . :; . ! . a Sirlisnoloischors J'Ar�vn ends of fae.f.ekit'. 11 1� 11 . , , I . .... f - - 67, j z 0'- 4'50*0 PAW* . �
. opottivig, Ape covic. ----- I I./ 11 11, : , .
i. A it"Vocte &V A cric&Y at each side a/ coy andollspilee joete ovid wilith s"lAtiereot � , . �
. 'plectimsivit'sisr ovid -, \
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A 11 .% I \ . : z ), I
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. _.- - - - - - - - - - - - - - 11 I I ,e' ! \ I � J, .- I __ . : i ,.I,o f . '1j_,r10".#o1A#d iiiii0fir
. \�- ,� .. . . .0 IN i ---Ai 11 I -_'i 0 : : T- I -TV--
.. / - 6 1" I I I _.1 11 - I : si � X, j
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�: : 1:!� . \ k� 1 ill
/, , I I I ifnd Aiss:Aoi -, , ! See too aname/e osechorove
.1', /,#- is . I I . I ! 8.1ocale AS : . _� ; I \,- ��" - . I Ise distort Ice ciddifitioisits 4sisfic is desPoils
�, ,.Y � 1"It. / od #Ad) I . * I jkqf " - ";
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11 i Avii,"Weshig 1,04st and soke ,w Shiow". 1 -is . I I - - -L !
, . r------ : V'1111� I
1-1 _�pocso A onclws qopmxlmately evenly 0 15"mar. ac . 1- - - E _ I I i I' I 11
i � - I
- ! - -.-,.
knotell. j *�at sssp�mois,
00711 at 8 OnChOr 10470110A. SPOCO 8 OACAP00`5 at OAWCM - � - - ��=' ..Locosisr wok's i, A"gw
I I . _. ----I.
"1110#41ift $no' 01Xh4V.J Ond 00CAOrS at SpliCif j061ntJ,W#,0/ la I . .-.
45 max. between end anchors. . �____� .1 � - Z_' �__e_ I /
OR FACE PLATE ANCHORAGE r- ___ 41 1 41 I
. I.- - - - - - - �_ - __ ---- -4
;
,�N * FACE -PLATE END et SPLICE DETAILS I
A
�
$UPER3EDCS OAA"4 00' SAUE NUMBIR DATED 4-1-65
-
LOS ANGELES COUNTY
FLOOO CONTROL OISTRICT
.
DETAIL OF CATCH BASIN
REVISIONS I OPENING
a A 1'. __ I _" I ..".-
__ ___
- ___ � 46 443-60 R"oof otisiol -
. _H- SM, A I.I.-ii-sig ,qdoied 'witi'l -7-.,_g 6JAL-�. � 7m;�", ,_
. - i2i 11-16�75 #,,,61#4 O*t,d _ " .--. . -I ��Z 1. __
4;��r,-R,q
I . A it -, 74 ,0 4- ww"A_j I- .
_ � - :���re-�_
I C.WH "r%.40WG NO. Z -DISI
( - = 15.15- 6.91sr', art .
I Q . E;)(r rii)9 seat , SJreet arclido . I ...-
/1. >
� . . . \,�om
. . \ N6 .
... - \ �V, 1,;\� �.
�:M 1,0WX 1. .>,
. it 1. 11
..l., 1,41� ,
Oki, 9i
. A�. ,
,_ 45,10-;-,
� -- - -
TOP PLAN OF COVER
WEIGHT 175 LBS.
: - _�5187 .
,
, ob"I i A?Z-9 `
! 'e. 13 0/4 , 4 Y21R filleti, typ.
----- - ------ - Z;1"
" "
'y", : /I 0/m, A '_ " ; t: I
: 11-61, , /M' ,
�, �. N:
. I __ r-1 I
- 1. T i ' .
:: /0
,. -TTTT. I " is I—
... - —
6 7".____:___ —
250 . ! . -V yj-, , ': izjj
--� �--- _:
_t 44 if . .,. :.
, . �li_ - �j �. - -
.
r. -:: 11 I.t. - _'.4- - 2��!'
W�:4
1
SECTION A -A
I � 174" .
---------- ,
�_ - - - - - - - - - - - - - - .
I I
I
I -- I I I
'.1
WV Z4 is 14 �'
--- - ----------------------- F� -",,
: , 12 W . :
- --------- ----------- ,
SECTION OF FRAME
WEIGHT 265 LOS.
4 " Holit
� �_:t_ �
BOTTOM PLAN OF COVER
spit— 41's
-OV144010-
Ft IE V I 3 I C_I�N 51
IiIA111111
- -
DATIL
Dq *c "I"oft
C.dc.do ..
Y C. U.
&S
� .
,0-73
.
OV-1yrd'eir,pitt' W MiN kow
*Vl".x^-0` 4we 7
. ____ .
".t-@. .1
VIVA -,46C
0ATX
I
NOTES
I . MANHOLE FXWS AND CM16 SWk&L ME WZC Of IMI CA17 IWO C014FOWIM6
TO ASTM A-441. CLASS 15. AND PAINTED WITH ASPM%.TtM PAINT EXCE" FOR
MACHINED SURFACE$.
2. FOUNDRY WX SM&L BE SH01WIN CIN THE INSIDE OF THE FA.44 AMD 00 THE �
BOTTOM Of THE CWEA.
3. THE MAM14DLE FAA09 AMD COVER SMALL K 1111SPIECTED BY THE EN61PAER PINIOR
TO $HtPK97. ACCEPTANCE WIILL K INDICATED 91 MAAXIXG WITH TME
4. COVIERS SHilli.l. 9W TM( LETTER '11" FOR $TOM DRAIN$.
R IN EAUMIEXTS. ALLEY$. PAAKWYS. AMD ALL
STREETS ShkL M hiCIVIDED WITH ALLEN SKIMT
SIT SUIV LOCKING KVICES. THE CONTRACTOR ShkL DRILL AM TAP TWO
N
3/4 -BY -3/4 -INCH ALLEN 90CKLT $IT SCAM. I
6. COVEX IAS DES16NIED. TESTED AND PACIMIALkTED NY THE APW%46K JOINT
,��7. THE WEIGHT OF THE COVER SHALL NOT VARY MORE THAN
s FIVE PER CENT FROM THAT GIVEN HEREON.
004
is's 11k
't ,& I
W/ % "'V I
% I
% , I " `%,Aj .
11 I I
'. % ,
.14v I I -
"t, /, - \ \ , I % I vc/�> �,
, I - --- ( -
IN, 2n
. D
> Alote :
I Surface of leffer
I I I
, I shell he flush with
: 3 ft " I .
t---------4 hn'johed rurfoct of coy -or
I
DETAIL OF LETTER
m/ 4L ,�,
1,;*110-t, .
r---- 25
:: 1: -4,4- Oy
it , -.fl ._
�., - , / v " 11 .. ;;,p
- _,V,
_z-!. ."-,--
is "
. �/
�11 I' ,.'-:,--..-,--I
, ;1 / ,., ,
:I . . I .
:: : --- . T ..
I I I
J: . :. .
. 11 11, 141
,z: . ,
, :1, " .. .,
, i - - - " It --- I- I
--- , - i
I . I - .-f
: ,�-1 Y, - : I It.
- -----I : -a -
I 111yo, 1 :
DETAIL OF FRAME
SUPERSEDES DWG. NO. 2-DI81 I
LOS ANGELES COUNTY
FLOOD CONTWX_ DJSTRICT -
I
I I
24 -INCH MANHOLE
FRAME AND'COVER
...'.. . .
" t__
--. .
— y ac;_ AP . is
7
I "
_��_ ;_.
S011
.1 .
-Z—rvR;yv10 me I . - it - /4, - 7 ft-
,
— c..4 .1111`1 - cil.% 4.614414 1174# -
A
0ATX
I
EjWG. NO. 2- D 472
.
_ _
r 6 lyll
"Ijj[T I or I
__
'
,W_1 ."Edges to be founded omit Inis atep in i _11- -_ Max 'Ain
. 11 I "'A to 3" Radius Paved streicis 1� a. I -_ -- _ - - -
11 I . .---T I " . *_ For paved slr;�_Is I I r I M
_/. Is (�,�� n . - I For unpaVC4 str:5
_- � ,\� - ,/- . .4- I ,,, .
, X, 7; ". .,. "--/ - _-L16_L_1Tj
FIF , _T__I�'_, 14 1 I- . .-*. 24' ,.', -, �! - ,
___ - -7.. -1 t j .,),. A -'-s'.. ---- , *...... go � --- r,zl'o P)
— - , ", - - - J .. . , ,,, 1
'* . , . .
� IA,7._ ...\. i , , ... . + --I . . , .. .. - . - - -
., , , , 4 1\ �__\% "!-*�-,, *�, ii� , I
, I : . , , % N� C 1 �41. ) , G — ..9, .. 1.
A / -.1 a, � , , V... A \ . / 11 :,Ti ,3'- 6' I.T
. - ..! 4 ---,. -�r !-;.. ,
I 't . , , IN 'I." . ....
+_ >( . - _� 0
: I 11" 8 � J_ "': .
t- / .. is � i- I - _t .(4,- ---- 4)
I !/ ,.,:-- 4 - - . - I ....'. �
\ ol -1 , , / I L IC: 7- .. -0
. I " .7 - � . .
�. . I / '�j '�j ,.! - st,.; -
A ) .,. I I ." ,�,: . TO
\ ; - A J --I - - *�,- , :.*. L
/ : .,.t. . .. %
I I �-I_ -,- - H - � -B '.. . .. . i..'f .- . 1!. I 0
1 Radius's 1. D 7 '�: I - > . _'. 'i. ..." I
-\ I
. .
. .
\,�_�� .. .
" \ -of Spur! ,, -- tr- 4 - -4 - - .. - .' >
. __ . - " _/ �,. - _t_T_ R R. ".. -,.`�` , ... ,!. 1,
- " 1��_�:2� �/ -I-' - . . . :
, -=-f �r-�- 7 - " " ". ". ...
- k , 7-j. r -- ,_ . . - . I.. ** , .
- . All steel Rein 7 .
- -::�:� � �r - -
4 -- L -P- I - -F/- = .!:.� . .... - '. - .
1- - - *4 bars, 4" 0. C. so ,,� , , "; "'.. .. .! �-.!�-.- I
. . -Nit ". K -L -4 - V- 11 - -. ...... b . .. ... . . . I
. - \�_\ - 7 H- L S .�.--,...-.;..-- .
I
. I
.
. . . o . - 7�;'
q I 1�_;..... /. �K .\. . .. _- --I - . . . . - I . .. "'.
. . , . . . ; ". . . , -
, . . - - is . - .. . ....10 ..;. , _?-r..";1
.
. 4 f/4/ ------- -- \411 I 10 �4 - .. . . - . . . . . , I ... - ,,:-%-, -,R
I L: - . : . . - -
.
j ___ , .� SECTION C -C
i�� --
PLAN DETAIL N PLAN NoTes .
(3haft not shown) (Shcirt not shown) H - HEIGHT H n 3.c A -A .n sh.11 h I - O'. b be incritQassa
. ,t ruit le.4 th.. 4' ,,It, rnal
3ec; Note Ki 1"Vij-d thotbkic V-1- of Md.,;t�ll be 11101' Its an the —1 -um ape sid t., t 1; sal We re.-
. "
street 9r, C --j f-manhola frame and coyer Vcer *hall . V$a�. Far H (in 1CC C -C) tises: Note P.
qd_ L - I-ENGTH L p.h-II be ,�& feeUnlegiNothf.rwisse shown on plan. L mcsy be
is _. . __V N - �,-Plan No.2-D47Z incraxib" or wc�li, at �n 0 0 0.0 rnect p,ps; ande.
.
. . I I
-'I,-- . ,
. I ��, %I I � nstriicted .
,_ ,Wr ts.st
( , -1 9 -cd& I. top 'A ,,.,c,p-k cindxi�el.jil N when depth M fr,s 3trce-t
. 2.4. '.., *0 C-4 I va n J;.zdT r 10�,A 13 to" 0 r pa" --"tsi or V-4* f-, unpaved
.:. . _,\ �
.. - 114 51'"
____� - . \ 4 0-
..
0 4 � .. steel step P- DFP�H P , ,,.�, �.,n c�bsaolute limit of 6' when larger val"s or P
, "
. * . ' - would : S.
. ..: 14" to 15' O.C. 161 or le.33.
F11:) , , 01.. - - -, re-di,ic,-1171r, =C -c e, -
. 5 __ _T T -T 5hall OC a' for VOIUC3 Or up to ar-4 inclujing a feel.
1: L) 3; :z *-----) --iii -.9 ?-,196 . - - T ithall t>e Ics" ror values .r H qwer 6 feel.
:3 lil li�h 3rI 4 i . .,. , - , * I .
.
0 ? c,j .1 ---A— . :�-O' . ,-.
t 1 . L;! I ,
ki;i . � - 9) . ___ .�.. - --------#. 7 Where Pressure MONW31NIolis spedied on plans -iee Sid Dwg. 2-D210 note 3.
1) . ...... I , ..
I _ ..... V
� 1. .36 RCP 7�- -.;'�:.-' 11 ; 1-5TEPS ishaill be -r
C , It 4j L I , jjlWirstsil oftel and oncho d not less thrin 6 ;��*
, ,iI�� C.
. I 1) U j.- . . . - - .. his w.11is .. ,srok-r-1t, . 14r IQ 13* �.
610 �? V3 t .... . Ia., wev � 0 0 F MOM t iw'�'Z"1-*'1"-=."9"le,j;!.' 'dt:V"dc"o't mantiole lour
. . �19i,__ _ .. .�: o I
IS' r M 0) 'T' __!.�'.. ., - S D%v(k _-D96
I . . I - 'Z- ft - 3000 pbi 4t 28 clays
.. 3- -q� �%-.-. - -.� �,
.- .- - - 01 .. U . .. . -i
. , ;-. - :, , 3-j3 -5rr , i:-0071, straight "rs 1j"cle"r train
:,
- ..'..41 :, . . .11: .r-lNrORCJN4 - -r-L riliult be f4t
to - , �� 5�y, 2" n.,i. > R�2- . . of cancrvife.
�: , - I �_ - -1 cd I
.;�! .. I pip<; 1'ect'l- .--!, .; 0 3� radl tri k 4 - 5_rA_T I 0 NS of ,noinhals: 3 ah- I center line of �
- - _: - . ii. Q.0 V I I z : . I "larr r-levot;qns
are thr- .0 sill -V c str -a ,wkr I d nvcrt grade hl*. 344 riotit I -
;X"..* 31 , . 3- I I : " I . , - , " si:_It.�.1111P,4. a I
.* - - L. 0 -i' 3�h ev, 1. st" .
-T. -r - 5 '
3 .' - a . I I - 1 4 -4 � _ I-LOOR 7monh.le' *hall b4 a.tval-ti-o-eled.
:;). �- Roujid t-.-�qcsj_ - . At ,a- S z I Lit 1_ _ J -RIN65, realtiC.or 4ind * t, a ishaft 3hall be aectled in
! - I
. .:1 V I
.... .. I pe n accito mortar qrid n4otly
1i . cr I,h 03 : - , 0 1 1 - 1 6 p.intt.si Or wipecil insiait "
4p)! 9 ____� F, - Z I'D I I - r I - .
. . ;, .N% - I L - AXIFIrRIENCKS 111111VISIONIS LOS ANGELES COUNTY
I .1 . � I
t-11 - "*,\ 'I . j - N 14) . JIT -A'
. I .1 iS -
z - 71, . I I I [i,_
X . - ,.IV. :�.". is 0 X ... OATI 11111c..".0. FLOOD CONTROL DISTRICT
----- -
. ...... : - 1- E E .11:�--_--
_,_ _7; —_ .
.:7-.. .�
- . I ;-1 "': ,,.* - - - 77
.. Nita, .�.,,: .0 .
. �-r . , . �'v, __
I- . :) =) ..�V, I ";,T,% ` - ce ..
Cilgesi , - ` .'. = . .. I C Is.' � S - Nates -4
�'."._1__-* %..- .E , " . - B�!� I -
. . , , .= 1*0 .:,:;. V. V - - -
.... st . .? I �: ---- J. . PLAN, SECTION AND
. .... V. . . �- .q �; -,
I . . . . . . .. ...'� :Y- "� . T-0—plicnal bollom 11.1 DETAIL
IL . t -'.t* : .*. .. 1. . ,!.1 ,�. 1. /
It. '... .. . -
-I:--s--.....-. .. .V . : I . .. .
. .:
i - . : -B A"40',11.0 -01
.. . , ... 9. , .,;, I . . . - f Intel elovattion SECTION B �, - , __ -
- - - - ,� , _g.5d.6,
, Ve ./.) I I C.. r ,� is
, .
t OPP143 at I his point 7815 DRAW11VO 54JP.ceJ,rD.r1 CW6. � � I ( , 6, . so I 111ATIE I No. .1-DI02
SECTION A -A" . oir rRe 5,4 1 Itew. D4 reo /- 7- 3 9 / A .__ `1 1 1, 11eq.,1.%.a. _ .1-74 �-
_qF1#4111_1 I I
.
.
. _D L 7- . -NO 7'E -S
� .
. --/§* _i0_T_ -5-r- 1
- 24* 10' 6' / A coocrele ccAx is reoxed where the &"W in p -o* exceeds
. ji�"" -7-5-'- -e- 0 /0 ft. per toot. .
.
4,' 15'r- -70-w- 2. Wher v poes of oWAY&V alrazielars as jbiW wdh a concrete I
low . costr, L orV T shot be ftse ol ffie kirger pod DzQ, or Dz,
- W
/7- *bevw is gvo/ff.
oft- - -
J. For p,Oe &W thm 66 ' a speciol ccililar cWbi is req_WW.
4 Forpips size noil k�W use next -vie krpff
.5 Orn?,rerArcrig on ppes 24 mb,W ittssn ofaneter ond on all
pimbes where aV/e A is less ffia7 /00
6. fteire rekktdV is requi,ed /he db,m/ff of the ckm1kir ties
shall be D * (2 x wo# lhi�kvss ) * 8'
'0 _C_"0 co"Icreise 7 *7�m 1) is eq.ovl to or less IbW L�, jCill` XWer/S otV When a
/S 9-coter #507 DZI J�kb safll,tx
8 Ppe moy At cornVoled trietots pipe, CoIncrele PIPO, or reiVared
. conctv/0 poes %r asbestos cement pip&
,& 9 Not to be used lor a size change on the motniline.
.
.
I I
I
-
FRcwr WAZZ AFAR a f-Av wul s
REVISIONS
LOS A14GELES COUNTY
5 Ef" _.. - 12110�_W$Tri't
- -1. ...... _...
FLOOO CONTROL DISTRICT
Fr ,
A
i1os1V're*@4
t,.,it me.
.
.
&
4- A 7Z
ft,plas Ca,ic-t-v
CONCRETE COLLAR
4 0 /,?' —
. _T___
lor 8 12 /0
-1 a a
14 so 14 #42
lfl�"Pdoio"dv
14'
4 6
"`.3#$ .0 J-0 a 0
-C
J * 6'
741--4
FOR PIPES 12 INCHES
04 I* "'
,f 0 /?'
74-r
8 to lo d, to -
T�111OUGH 66 INCHES
._.Q�AL 011CO4.9"oto In
_—Aft
p ff
I .. - - 2 T.'kc
__
. - � I —I -
llr:6�41.
Aa,zn,ez--_.-1_
___tU_1W
__
qW.I'l.-
- — __ _�_. ---
�Nm
- ,
Assr c -Ir olpvf, ti;�(a
as ""11 -Ill covisly 0`1000costroot Mystics
__ -1—..-.
"t _��_ z, .:��`ir - -
__ .e�_
.C�t ..'a
21 NO. Z I _ 1
NONE C t96 "gjj
k
"t-+ --- IV- - 1 W -------- a t-11 NOTES
I flIfftafe or'boll
: : r-lill I lt�colions per OW9. No. 2-DI57--, -A ; 1 .
. I I I I I i L CONNECTOR PK
. .
Dowel'— - - - I- I* - "t- - - - Dowel per Deloil Local* pipe at the downsl(com end of the basin unless
specifically noted otherwise on the general plon.
. ,I- - [ '.- t - t [44-1- 4H I.- I Pipe shall be l(Immod to the final shope and length
§ . . . 4 . bofofs the placement of the concrIls.
:lyp.. I' �j O."A 1 2. COWRETE
I d I 11 IL: -
11 - J I :T -+_ Design, � is 3,000psl compfetsive sf(englh ol 26 days.
I.,-- CL I I
. if r- - ! � I . I floor of the basin shall slope from. all wglls to the
- "I oviliel ond shall be given o steel- tiowelsid surface
: I 1 .J_- ." liniih.
H4 .,r - ze"I I I --Ill " Cii(volure of the sill and the side walls ol the gullvr
0 Wei— --.,I 6 �____
,
I A I;, T_ �_ - - VQW41 opining shall be lortned by cufved forms.
Anchor ---- -;41 � :1 t� W 7 11T. -Anchor . Su(facit of all exposed concrete shall conform in gfoile,
1911, slope, color, and finish to the existing, of
I I . I . I I o\ I I I I I I I I I I I is proposed,curb and wQlk -adjacent to the basin. I
�:- i� : s -11. - _t 1-1 j__j__ 3. RENFORCEKNT ( Sid. Dwq No. 2-0 171 1
JU, : - 4 V R a d i u's =---- - � Cull, ,�L7op Slab - No. 3 or No.4 buts spaced asrequited on the
__ ' : , T 9k Slruclu(ol Plan.
___ -_ . -_ - -.r----- - - --- if- -I- -1 _____ .
FLO,; 4 Rn4iu i ' -A ni,hof --r 2 0 it " 4"Rodius Walls and Floor -As required by Sid. I Dwq. No. 2-DI72.'
� Raint per %� 3' Radius N 4. WENSKM
Cwg No. 2-D232 A . Curb face at catch basin opening (Exist. C.F f H I shall
be os,tiquirsid by Sid Dwgs, Nos. 2- 0 88, 2-0415 or
as shown on the general plan. .
. tolch bosins for W-10 feet or more shall have a 'V*
TOP SLAB - STRUCTURAL PLAN 4eplh at the upslreom end equal to the curb loce ot
. the catch basin plus 12 Inches,41i but in no case shall
I Me slope of the floor itice4d 3-1
,Sid. Fronie and Cover W - 14'-O*-, ond b-S-2",usidest othsittose shown.
J" Radius., 1% pet Owg. No. 2 - 0156 . , . V is 4'-O', unless olherviise shown.
'A " �, 11 Anchor- - W /-Face P1914 and OpfAin I 9 6* 11 Vis 4'- 0* or less.
,. 3 or '4 bass, 4 roq'd I 11 , I" V1 " Par Dwg. No 2-U2.52 1 - S' i'l V - 4'- 1 " to 8'- 0".
I I 0. T-- %_ . . # I I - 10" I I V - 6'- I" or More.
1.____7� ----------- I I- d, -r - --------- I
o I I - , N. qs,�,d�. 5. JILE1 ( Sid. Dwq. No. 2-D 96 I
I . r, .S ,; P - :e Street oe
- I I _IE , ". :I . +s 4 L.D.surfoce: V to S-01incl.) , ploce one slap 12 inches above the
I. I- ., - Dowel it , i I I . U�l 'I I
- . 11 I ),
.'s! is -& 1-.i"- -i _� __1 floor of the bosin.
.1
- , �_ : I . " I � - . V over 3'-O' ,place steps o112-Inchinliervoli f(orrilhe
I 0 1 .. Dowel- I . - P(ofeclion bor and: floor of the basin wills the lop step at 12 inches (minimum)
; . �1 ' 4* ..step per D-9. No. L_ _' Support Boll-pef below the top suilace of the lop slob.
,
V .. " ' i...j.% OW9. No.
. I _ . 1 :t I ' 2-096 and Nols 5 2-0 232 LOS ANGELES COUNTY
DETAIL OF DOWEL , _. - i
Vl ..4 > I FLOOD CONTROL DISTRICT
11 's
In I b -------- I- I'
1 - -- -T- - .1. . � ,, A�l "I'"' e COAntCflon" CATCH BASIN NO. 3
... 11 0.9. No. 2-P224 . �
.
* .
Supersedes drowIng of the some number Ni 5" Rodisiv -, . PLAN, SECTION,
.. slope to oullet #�, :
doled Aug. �50 , . . �. from a 11 di(ections-,, AND DETAILS
I . . T :
REVISIONS . .4: - �
. .
'.. ... � ��__L:L I I
A. S. H. __ _,z ".C.- ... . .
— - . W, .. .4.
...., & 1-. -'11 As...- is 1s;1. 4 - , - ---�-_ - f .
,,,, . k .. --is... ---- -
a W. ". 41, I... N -4 hi. .//iv� . /,� , 'DI _-� I - f -i ). I&" - -1 . -
- ... I ZY
I_ :L- �.- - �._-- !�: - - - - - - - - - - - L ...- -..".4.] �W- - I I—, ._11,y-'_
.-W, _V_ . I- Z: ._itQ`,iC %I
� Subg(ode optional-' -4 ,�"-
0. J. . 6K�,��� - -0.. -_
__,... SECTION A -A scA,Lc I 5 0^1 "Cal DWG. NO. 2 - D 16 3
C. W. H. NONE _15- siffIT I or I
. - -
W
Will ) i
-
FRcwr WAZZ AFAR a f-Av wul s
OF
. �")
;;;; 60�
5 Ef" _.. - 12110�_W$Tri't
,
C8
Fr ,
I
Hot I Vwl E*Och
W
,
to 7'
4 6
-*J 06`3 0
,
.y 0. V -
to 7'
4 8 8 �
_f
`4 * '4 lill-0
4 0 /,?' —
. _T___
lor 8 12 /0
-1 a a
14 so 14 #42
4 0 /0"
14'
4 6
"`.3#$ .0 J-0 a 0
-C
J * 6'
741--4
_-F _S__
04 I* "'
,f 0 /?'
74-r
8 to lo d, to -
40 /0 —
[74—
12 /0
p ff
4 0 10'
L__L
I I I
V
_,T _i_4�Vff�_
--7-17-sc- __.W_�.�_&,_ NOTES
I L TOP SLAB REINFORCEMENT1
I *1 I
b, Ato SW Otte/-$" I .. I for dalailing *I rooted slosel.sts Catch Down SloAdo(d Dwasissings
i -17 - J_ ,we /---I . % For illineinsion"b" greater than 4 ll.,sea Me sp"I tiesign of the too
I,cj _1 _L stab reinforcement shown on the required structural plan.
I .,, - z -
V1 6 2. WALL AND IFLOOR REINFORCEMENT,
,
� -----------. The indicated reinforcing %feel sipplios to Colch Basin Slaindoed
t-, .- -_ . - _,n7L 4& Drawings No 2-00,109,160,162,163,164,170.195,24')JwW.Z."471-
I
I , 2. ja I ., All c:lch bo ins cansitudsci an strosis designated as � Slate
"
__ _ _;i4 ... _ i g
- , Hi h site th.11 include the (Sinjo(citig steel shown on this
I IT_*V_T_ �
` 1 drawing
" . - ---r j
I . � L . . A - -If- k -I Atil A01414 as Clalis
. a c Olin$ Con% ruc 4 Q 411 V
WALL AND FLOOR STEEL SECTIONJ_ Highways undat the following conditions requite wall and
CATCH 8ASL,y RQNFQRC.-A1&Nr-"W'lQ 142Actit floor Sigel reinforcamint,
Basin Opening (W_�or SIAN Bolin -Depth IV)
To 7 feel (ind I 10 N of or more
7 to 14 ftel(incl I . 7 toot or iviors
rop srla,li shtolis## noifie /-7 14 to 21 f4eltincl) 6 ft el 0( Inore
1. d . All
v (1/ )
FRoN r wAL it
FAR WALL STEEL CAO WALL
&
rm,
;;�-
_
To
F4�'-,'Q
t STEEL
'_
I X- - -_
z
'A
S [ff
-L
Steel to co4tcf#14 sutloce, end cito(once, shall be I i inches.
_ -'Cj
I
1 14. .., -----A------
W Vors A d 8
&q C flars D
Ems E H,r,9 "Vif
� t " /,? .
when connector pipe is olignod to and vitill of a catch basin.
'
.
- . - I
for the design ol catch basins with a V-dtplh 4iceieding
—
4 -
6 - 3 074'
"Ye- --::--7-
"4 a 1918.
4
5
810 3 # 2.0"_`3.e,e'
—
4*24' a 3 # 14'
-3-
6
8 X 5 * /2 4
ii-iALY' —
i4_�#2 sJO-14'
6
7
8 a 4 e / 7 "
iiJ�_P —
14 K11' 13 0 14 -
__
7
V
_,T _i_4�Vff�_
ij_�P6 —
q7_7
to �L_1' 1 3 —*/ 4-'-
8
9
__ _____W_
/0 0 4_01 /a
03 e7j 4 —
.
61 "ie //1
9
/0 /0 its 4-0 12"
ef . —it
snori'll as lot plot Coacitle C19411 44, in Of ad ino.0141hic stich is
,,,, "
-quired.
to
//
015
— 1*4 it
—
is
W # //1
lit
le
10116 49 16'
— '4 9
I Ili I
'i I, -
I
-
I Y-(v,iLl1-(Cf*fHs,4j2._,
— Y-(
pli�.V_z
__ __ . I -
__.&J_4.� a.. I...,
1 '04
I _--lit)
over of
3 Qf,hERAL:
i " . ea. - - i
-
Slott fitinfOrctirnst.1 Shall be par Slandord Otowing No. 2-0111.
'_
I X- - -_
z
'A
- btars C
� - _T
Steel to co4tcf#14 sutloce, end cito(once, shall be I i inches.
_ -'Cj
I
1 14. .., -----A------
�aijka,o
Valley type Invoft,shown by sloshed line in Ssiclion,faqui(ad
VI I P_
� t " /,? .
when connector pipe is olignod to and vitill of a catch basin.
'
I I Ij bars -An
X11 ( '41 tv Z*cl- --
- . - I
for the design ol catch basins with a V-dtplh 4iceieding
1 -T
qT! ff- aurs
T
12 feel, see the ftqylrod structural plonis.
I I
I IVIIX
I
:
& No 4 bars " be used in litu at No. 3 bass
as lolloiast.
-
- - . 1
.;j - - - 1- 4 1�1 � -__ 1:
(2
I :
. 41 SE:r-TIC)N A -A
TA3LED TABM
� FRONT ELE:VATION
% -1-9-, .
I A-1
1. An alternate step may be u3ed subject to
VAI LIE - ALTERNATE VA I I IF ALTERI'A"A
2. All steps will be firmly and rigidly set and
z[__ __ ;;
. I I �___�_ I I
I
.
#j 4 Z' # 4 4 Z'
-1
-Tt, I --T -1
1�
r ---,---K---,4 04,4sws
REFERENCES
4 3 4P 6' -0 4 /0" -9 3 41? 1Z 4 4 4 /6'
f 3 0 6t- # 4 9 12' 0 3 f 14' # 4 d Z4'
I - _jl.`�
.. '
tq ?4'
0or. diain, value
# Tin 71- # ., A " , .# T /8 I
MAIN LINE STORM DRAIN I
I j F_
I __4 bars
SECTION 2 - # j 40 81- " 0 16- t1A
-
. # J_C10,r `0 4 if If's -0 J @_i4f 4 4 9 Z4'-
,6tj,--k,4,e -INFORCEY -`vw",-R,cArrR nIAN 14' T Jig —/I # 44 18* — __
_(ArCH 8ASIN R, _f�Yl�_
__4 *1 121 - SUPERSEDES df(j wing of some number dot ad July 19,5Z
#4h#w"s - I I . I I
I
0 2`4t. __ . --- $ff, D VM ) SZLI'a END I
.. I " *0.-. ,";( - t WALL STEEL I
I TO I
1i - F'oi�F (!A) _,�A_ _RS 6
- , - Zod) V!
P-31 6-
. ;_;F- -
FLOOR REINFORCEWNT SECTION 2 _-T 8 8 '"'40 6 1
--. 4? /0 _W_5 & _e I I
.. PIEVIGIONG I Oars 0
JUK- — % W.4_� L!: - - -f �1 - - ___ — I
. & IH6-nADMC%0*AA0-4 - -.---
,
I.;M ALTOWATE NOTIE "I
- DWII & z - 20--m ADDILD I C or 3) - L.- _ __
=�.�"
. LOS ANGELES COUNTY
FLOOD CONTTtOL DISTRICT
CATCH BASIN
REINFORUMENT -
SG .
�
_. -
cl�:�-
7e,:,- =..--
__ _ - - - -
__
�69 a, -7/-�-, - A ,s`-7,4_-_ , -�5-j/.7-;:-:
-&LS- .A -L -4.-i __-_ - ____F 61- c-, a-!.. -
... ORATING BASIN REINFORCEMENT — _0-79 DWG 1�02 - 0 �17 Z
Q W ". NONE 15 1 5-68 1 ....., I or I
I
R.R. SPIKE ON PP #674320 E
ELEV. 918.40
REV.1 DATE
I
NOTES:
4
� "" 1. JyAclion Sirucluft No. 2 i:ll* be used when 0 D. of 8 is 919011411 1 141, ,/,�issssss
the 1. 0. of D, o; o I , lit it then 24 inches. 8 shall not excittil V.
' '_ 'I
""' .'
. . H N " 1'� . . of 39 inches. " "' X'd
------ NOTE: No niiiiii than *At Opening shall be mode in I A It sittli of Pipe.
. _i 1k 1, A, Ash 2. Values of A. B,C and Oaf# shown or rvoitcl d(ow,m9s. Eltvallo "d
1 Elevation 'S*ate thawn when fequi(ed pet Note IZ
I _q ------ I .1 4,
I I rz-1-. I '. -j at Structure A 3. Elevation 5 oplifies *I W*Wq wQll at Orucksrc
I I-4 __ -- :::____�4_jI " �, 4. Breakout limits shell be deletoninod as lollows; st .1 .he ,.us We"
r Mist.- "I I
11 I 11 :: I I Upsifeam Limit - At the irilessit- - - - I of the $Our wall
with the Instin line .,.# .
.
1 '04
I _--lit)
I,- -1"
__r
SIZES.
Ciesivew
I
I I i - %
I
r
1 E 404 F We
.
I I
I 0 N,
\ , 1A
Clqsllt�,
I V
1 JI # 3,-3* O'C'
I -1 I I
-
-
1\ 1;1�1 \
I
1, - 11 Sk Fit -
'k
.
- 1\ >
I
, 1 Tiza-
I 11, ! koft Ill
i to 5* R" t
� 9�6
> do
PLAN
I a. I
—
I .'
z
t I
11 I
I
. 41 SE:r-TIC)N A -A
- , I
, - 1-11 Iters
�' 0
Ilt t 04-6 �
I \ ,
""' "" -,
* "n"'to'" ,"
"' _��
Oownsl(4o#n Lionit - 6 inches downsletom the inIsit"clion of the
spur wall with th in lint pips wall.
I I *I I
The opening shall be sic I o"u ,or, nofinal to 0194 surface qnsl
I I .1
without slafrialitiq ttinfo(ciAq it 11 0 Joint lit the FIN0101 lint Pips
1 7 a ...
lolls Within Ihq limilt of the "clete claille. plovidt 9 contest*
encasement one Ist of ab V top of the main line pip# to the .
lisnils of the 11.4'et. - I X., ,
5 The I 'e""'it", (IIAN(C-44,6011 in pips shall be cut Go ctntaf of 904ning
d 0 a 00 '60119on slabit of spy#.
i.,. I : ,I'
st st - ni ins
a,. all be cladled oftil oftesiged in 1: 5; 5 Concrete Mass
q4�etii;tqI'lon,%K' ally 12 inches boyoAd Me limits 91 bitsikout ISof Note
__,!;n
4) 1, P distance of H on each side of IhO (41111#11AI Of
pipa� llv� .tCo of itipt + 3 inches ininimum.
Cro �
_.! 0
b Milled OA ti4f OP996ilt 1011101 Will When C00116t(11041411
1A AtClioA 'with elisling sloffn droW '
I 4� ,*
- �
__j_.
SIZES.
k,&,i,1,:-,:r (4s I -e04 the -
\ 140 I
: —
face of coociell. unless allietwita sho 14,
OIAMETER
INCHES
CROSS5ECTI(WAL
AREA-SaINCHCS
:' I
r, ltlois,64
_11,
E404 /
I
_T -
I
5, E GA4 F bars shall be Carried I* a pair, of 1411 than J 4111114111C41 f(*M
I
r* A
_f
i to 5* R" t
,
, 3, min.
PLAN
.:
—
— — —
I I *
. LO, A '
. 41 SE:r-TIC)N A -A
9 Concrete sItenglit shall be 3,000 psi at 26 days etcetil as otherwise
� FRONT ELE:VATION
�
-
! 11
I
1. An alternate step may be u3ed subject to
noted.
2. All steps will be firmly and rigidly set and
A -!��,_ . I
�I
I
10 Floof of stfyclytt shell be slirel-l(o"tied I* tatiaq line
.
a Slep3 will be galvanized after bending.
.
-1
.44
REFERENCES
REVISIONS
I - _jl.`�
.. '
t Riieilo(coq Steel
0or. diain, value
IdAftlti
MAIN LINE STORM DRAIN I
I j F_
I __4 bars
titinfotong steel shall be cut -Ind bent into Jissichlonc SIfyc use in the some
I
FLOOO CONTROL 0It;TNjl
R. C. Pipe at ritinlotCtit
I -_ .
% ----- I 0 . 0
snori'll as lot plot Coacitle C19411 44, in Of ad ino.0141hic stich is
,,,, "
-quired.
1
I tisip"1110sic arch
-4. I
,It - -i
'I
'I
3. I 1 3:_
--- --I
'4.;v ..:
not I
A 4b 12 Whea flevolioA *R*o" Elevoliori 'S'ato not shosen on pfolicl 4(ovinis, inistl
z6
I.-
. I � ---Tit bars
Uin__
r" �,�, , I
' ,
...
Pipe sholl trilet main 11-t rodially When inlet pipe eniti$ Iniiin liA* 01hitt Ition
_
1.27
3.990
-,'.,L I: 't . . . '11-�' ,
.�_ :_ . � .. -
03-IGIOC
/I
�
!
I 1/'11 1�
" I I
R N " ,
todially. Elevation "S' %hall be shatin on p(clect dfossinqs. or'd inlet pipe "it
be laid on 0 sl(olio I grade from Elevation *S' to catch basin or sifode bitak
Added notes
G �osrs
. ...
b: I.:
. I
.
/
I ,
,�
A bars G bats ' 00'
.
in lint Elivollon R sho(i be shown on pfaitcl dfossingS onij when slub is to
r_>�ln 1�2) -
a -cf rib wy .
.
.. - .
'
.
SjW114 1414.
"
:
djel-C 105-3-0 C-- I *,
-
I
be ofisvided in main line for lvfute constivChon of inir PC
T--::.
.
__
-1
1
+ I I ,
11 Elev.
I*
Slialions vit#cils" on droisisio apply of the Inills(ndift 01"contst iness
.4.,
.4, .
.. . .
- - T
.
4
1:3:5
4 1 1, , F boo ,
, % , ", I�
I I # 'or
�� % !tv 5-21"Or
i
1.
_R
wain line ww leloroll 4KOW "%*I 11khoeiii Icis catch basin C9rw,qKW
,
pi of in W4 "I of litucisirs.
. 0. . 1.
. . .
.
. 4 . ''
0"
Cassese 1- ,
- ____ 1
9. I ... .. . . ..
- ! ''., --I
&K U" silian Structure No. 3, Sid. D.I. 2,0104. whiln A.C. Pips is
. . . -
... . .. �..-..&.- :.-r�.:!'.:
.
I . . . - .
00, I . I
,
. .. 1.:�, I
-:4.. �;.Z- 14 ,
kited lot Infins.
1!
�
-a . . . .,..4 - , , 1-
I . . . .
I
LOS ANCELIES COUNTY
CONTROL DISTRICT
.
. *_ 11 ... 14YA, H ,
-
--t-! ------
: - -4 t,
.____!�L(�O�
% I � 1:3.5 concteld
SECTION M -M
I
I slit 4 lot
.
TION STRUCTURE
L
I
NO. 2
_.
REVISIONS -.11,
I
A. SM
dJu..,
#ATC
of , "
—
— -
1
4 4-12-44F
V-4"
lr�srisr " 41,04
SECTION Z -Z
-.,;:Iz I—.. __ -
.11 . ..
"
UK 4. OWN
,,,
, ,
is
zig
V V, ,, 'j.
'4
C. �, I I ,
1 4 ax"&_
I _
— 11,
A
-.--
.
. a ,
a `sr"LA�erriv
waisilt. o'suor's, ,
.. 1--11 ... ... - . ...... __.....
-_ - ____
--0 a. ,7, /. .,� -
V-11. st.
— =
'I
.4 0 A#410
do
;7
NO t9 14
...'-'e, C,��,
C..41 9.4.49.
� .
- -//-,*
Z
*wad'Alik sr
.
- ___
- W,16�4 --;- " it- - - -0112
. DWG. NO,
F�
C W.w .
- , 00�v
SUPEASEDES DRAW04 OF THE SAUE
NUM8ER DATED MAY. 1151
I
NON( . $.let .. I I
I 4� ,*
I
� ..
� . STANDARD A615A REINFORCING BARS
SIZES.
k,&,i,1,:-,:r (4s I -e04 the -
_�
: —
- — - — - —_
OIAMETER
INCHES
CROSS5ECTI(WAL
AREA-SaINCHCS
sli-e-Iclul-lyl(:�ll-,YWI�l,�p)---- J11.
@
PLAN VIEW
I . 3 4 ' 1
�14 ;AROU77d Ul& ,51"cel gar
I
I 1, Set"741 //O/ I
- _. _.
f
r* A
_f
I , . 1_�l - I
lily6 110
I I so
-_
-.— , — * — - 11
I I -I — ___�r4
I
—
— — —
'@.
. LO, A '
. 41 SE:r-TIC)N A -A
.20
� FRONT ELE:VATION
�
-
1. An alternate step may be u3ed subject to
the approval of the engineer.
2. All steps will be firmly and rigidly set and
no cones or shafts will be
soccapl4d with bent or cracked sfep3.
g
.
a Slep3 will be galvanized after bending.
.
.750
.44
REFERENCES
REVISIONS
-
LOS ANGELES COQN-ry
1 2-044
.875
IdAftlti
OAT%
011111CRIP"TION
I
FLOOO CONTROL 0It;TNjl
.
.
Jt
A
10W-34
11-19S6
-
7e—,1zX,e&.
Reviia A4.6144ALI
@
1 3.400
1.1281
z6
5-7-0,?.-vixed�,0e14,1.V
(N
DROP STEP
1 .4.303
1.2701
_
1.27
3.990
,70/c?.
@
5.31 3
1.410
-A
11-5-17C
Added notes
I -
ject*wWareo toisMoldtypse 1',I-Wondl�'squorebcns �
. . .
.
/
I Afs.�OVXO gy i. i� I I t --r _-__4
-
r_>�ln 1�2) -
a -cf rib wy .
.
I . . 0
R"abidwrZIE061
/ . - /
V A). 11�1,Ad,&.,:�
1 - -_
I C1.14(p, C.01",cest-
OATS
- No. Z -0,5G
3 :At
A I
__ ___....-_
I - I A-AF si.ell....
SHEXT I or
_� ii�
0 rn
w NO. ROE 40982 m
W EXP. 3-31-91 :0
* *
CP
IVIL I
F 0A0
1C.P.
C %1� MUSSER ENGINEERING
CONSULTANTS INC.
. PASADENA, CALIFORNIA 91107
APPROVED: 'A. ,no, I 0&-itA AA 17
APP.
R. C. E. 40982 DATE
. .
CONCRETE RENFORCING
STEEL INSTITUTE. . .
� ..
� . STANDARD A615A REINFORCING BARS
SIZES.
- WEIGHT
POUN03 .
I PER FOOT
NOMINAL DIMENSIONS -RO(JN0 SECTIONS
IBAR
OLD
(PICH"T
NEW
OIAMETER
INCHES
CROSS5ECTI(WAL
AREA-SaINCHCS
P'ERIMETER
WIC'MES
@
@ .
- .167
.250'
.05
.786
3
.
.
.
. .
8
'@.
- .668
.500
.20
1.571
.
.
.
.
(P
g
1.5021
.750
.44
2.356
@
(�)
1 2-044
.875
.60
2.749
(DOI
2-670
1.,O*OOI
.79
. .
3.14.2
[D
@
1 3.400
1.1281
(N
I 0
1 .4.303
1.2701
_
1.27
3.990
a
@
5.31 3
1.410
1.56-
-4430
The rAw bar ntxnbe,-j are based on the rumber of' � inche3
iryJudedih the trwntnaldlcmeterof the bor .
' Bar -mrnber Z 47 pA7!n rounds a7lu. lbr3 numbered 9. /0 and It
ofv round bol -i ancisequIvalent, in `we,�7h fond nominal cl-033 -
ject*wWareo toisMoldtypse 1',I-Wondl�'squorebcns �
. . .
LOS ANGELES CCUNTY . 1. . - *
.
FLOOO coNTRoL,WSTRICT ARevised 1-19-71 - 1, 2-DI71 I
!!����������!!��������
. . 111:211:: ,:::::3!! 41"Dia DkkhOld --- ,IQ ... "`___.__%__
I I . -
- ... 1, i rn
A N
. .� I .,, Allen .I-,/. . .-t .1.1
0 ls� Is-ociel set 1\\ - . I
1 7%, . ..., \ I ,_
( , , I \ scr-,W. See . ,
/ 'I'Digmiond '. I / -
--2' � .
11 , aores-,, - ..\\\\ - , //,
\N:.
I . ''I
is i4m *� o
I V MC �teep Q� C69 \ 'A - .\\ [
/ 'N \
",(�. \ �% "I \1 - t
! % %''(1: ' 11� ", . I I -
1\ I"t\�v is: _. - — \v, .
y � � -I- � ;\\
,
I L. A. IS.:' . G. D.j -zz I t ol-
s A I ! A . -.s
11 N : , ,.z . N .
- 8 -1---14 ------ -41 / , iz 7 ,.N
N //, * . N \�
"
I -Letters/ hi h I Z/z I I \ " �
I I ,
I cost flush WiN t,op , / -Y, \1N
. . I I
,
I I 1. /�, Cie *,\,
\ I j ,R,,, __
. ;� i;z_
6ap on i of ,���
I
I cover qp0wh-6 pick /vie --I h, I
. �jll k-
'
TOP OF MANHOLE FRAME a COVER BOTTOM OF MANHOLE COVER
I
I C ,,I . I I
I,.:1 _____;,:2 .
_�_ ,,,6 Juisidediaofcover ------ 4 .- -.411en sockel /, . --I
:z I I -
: : Iq I - sel screw " . X :
I " - ,y I
- - 4u . 11 ' i
. I "I -
/,- ,Z " o /, , " �, . , -1, ZE:n2:!� I I � :: :
f � Outfio where , ' . . '
,2����/� � � I . , I .1 I N
I ,
. I A - 1- rib joins rim -- I 11 - I
I -
1..<______2z :.j I I I .
"&. clear open ing - - - - - . �� . . :
Outline where x. ----I
I . I ,
CROSS SECT ION THRU FRAMEa COVER ribs join --` of 2i, , -_�Swriconglc
!� � `11. throughGut
.9 4
IN ,-,-Qu
iq t'- a .
I 0-1 I I ,�Ij 1 3M GROSS SECTION THRU RIB
I.T rl I k. ,,.j ,�- A
I I I -,,( I! � AT MID RADIUS
� I I " _41-1)
I I 1! - 'I I _'�_ IN 0 T E S
I- ill .
jC___I , t I \ .. - -1
I - I I INN I I Z . andcovers,W1,6earc rortnirg
1, IF I I I 0vt Frclre _y cost h -on con
!L:111 I R�, � I to /he /c lesl A.S. rll,. slano'ard A 48. cld.rs ,3`0 or
- . I ,�' f., ----% bellier I
:,.r---- Z -_ -
- i_.1Ni_ - I _::�t Ine, all Iwo 44 "t-ir 314',41len sockel sel scii-ews, ,90 *,Io
. 8 IN
- _______X
. . I ill I i I 0 PIC* 17de, In 160/4-S 0'r111, -d 171V !qqped /- In aim ila
T Aflporls orlhd fivive andcover excep,'xiachined
, k 4 .:._.r_",-, 31 *,R I * 22 DIG. .
I- X _r-__ -wl-72rices shall be cocled w1th asphc1lum poin i.
;,-K---Z ---- V-1 - �TeW��nlng Frcr, 7 c and Co ver sho lit &- lesled lar cccurccy
"'
Cie f17 017d s,,,,all be marked //7 sels be,ro're cle It Yeg. I
GROSS SECTION THRU P,.',".i A lrr4,,,,.e rw7d ,,Ofl- _P717// t1f ,01aS11/cWed .fach lAcris" lit�e
. - iddI7111iCalisen' 1_1//'_'.1-/`4.q iS,0c7rC11d1 Willi Of7d
- rercle,Ald I— _1�e .1/te1/-,!l�d ot"'he c1/'-,) -
I REFERENCES REVISIONS — LOS ANGELES COUNTY
( 1' I -AARKI OATC 01ESCRAPTION FLOOO CONTROL. DISTRICT
-1 - -�,- 6-131--u Rey4fed all, -ole -f
I I iL ,6 -1.q -6s -4dded ac& MANHOLE FRAME AND
is COVER FOR
CATO - H 4,:� BASINS I
- -_ _—,.
APPROVZO ay
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I "111"ITT112 11Y I,stCO--5^, Day DATE
M _.Q _T � Z. 1�21 / ,("-:.,;, t -e- I I No. U2 -D 15 6
- JAN19491 Su4E:F-
- � 06,lilnm "N q&ml - - . I Op I
. CASE X ..
REINFORCED CONCRETE PIPE ..
�
Top of Bedding 8 unless otherwis# � — —Backfill os specified
. noted In the Specificalloiiiiis.-_-, . - -Cortisr I —Excavoted' book or sheeting I
- ----,,I � ri, . . . .
I I .
Sertood 8*ofdllW A to fit curvaturo dr4 , 1_� I d,- ,� I % \_—Boddhil 8 . .
,,, __
greafe of pip#. 6'P* of screod-asiltd tho -*-. ,-:::'4
j"Othoof of vto to he 0"ro"Vd ty ffie � 0 0 _1115,011i 'Wn.
-
Esvg,lm"r % � - I - I I I
8*6WAV ~f*da be/ow boll - - U
...\ 0 - o. is .%.:�,-. r
?""' I.., . . .
of pip* shall be 1112D* for Rwes is , --I -- I -BoAf/mat A
I 1
39" ond larger /fl dlosirpeter. and / ('Excavalloto to Ws hWe P#rW1t`*d- .
4"for *jososs kss than .W h, I
I
diamest. M no Cos* sholl1the I .
/#$I ft,*, /e'Air/ow 0-V bell Or cio#dr -,
:5. CASE X BEDDING a SACKFILL ARLIUND PIPE (Load Factor 1.8)
0 (a) "W" of 4wkV/;?g #a* sW no I be less Men ffito folAmVnp: 6 "for Xpo - 60'or kst
.
16 In dlefflefir, /00 itor Pipes 65 is �o 108- h7clustitilit /a diameter, ord 12 libt- p,�:tr klyer Nkli
io8"ln ckwwlen 7'he�v dimemilcins ,way inckd�-Ilw lAiiestnes3 of olty shmIA6Y.
*(sb) where cover its /0'Or tiess. "W"Measurioid 0, me too 01 M# p/pe may be ony
d1M4l1iS10l1 pffdliof MOO thill ObOVe spirellArd ,"'AloPlitm,unlert oMe,mistit V#CX#d
04 ffid pro/Oct draWfigpl. I .
. iq (c) Wher* covier Is jirea?or than /0' &W " moaswed of The fogo of Ww siolp# sho# 1W be
& greater than 10 far pipe /08 is M dkwtoter or Aoss, or /2' for p1po ov*r 108-h
. &0motoisr Unl*Ss thill CWI,roCtor Oftiiits OWW *V*?Se prol1ri#09 COS* Z 6*dVl*g Or
GENERAL NOTES & stronger P/00. rAsso el"4ASIons IflicApdo Me thIc*40st of OV?Y sheeNng. -
1. Use Case 11 (cw R. C.P oM A.0 P. Case 11 for vivifittl day ond main cioncrele pipe unless otherwissit spe*fied or shown on the project drawings
k2 SedcRng A shall bt composslid of sand. 3/4 - Inch or 1/2-inCh crushed r"k. No3 oir No 4 coftreft o9gregate or gravel. or 61her gromAot
mattylot as sp-scifled, unless otherwise opproved by the Engineer Any of the moterials listed with a gcodation no coarser than IhM
o( No. 3 conscreto aggregate shall be U"d for pipe 27 inches in diamaler and larger. and m4leriols wdh a g(odolion no wor3stl( Inon
thot of 1/2 - inch CrUshed rock shall be used for pip* smaller than 27 inches in diornetat.
.
Bedding 8 shall be conVosed of %and or other gronular trialtriol as specified. unkiss otherwise approved by the Engineer. and
sh a It bse completed prior to placing bolance of bockfill. .
'S Concrve backfig. where colled for on Std Diteig. 2-D213 or viihere specified on the projecl (kowings. sholl bis 20-C-2000
concrete pourod wall to wall of trench from top of Bedding A to a mirJnwm depth of 4' ovor top of plpA&ncrete bockfill
Shall be used (or R.C.P and A.C.P as required on Std. Dwg. No.2-D213.
I
. SUPERSEDES 2-D 148
AcIsCREXCIA at Vill*411111 LOS ANGELES COUNTY
2-DZ13 itAft OAT( OCISC111111,TM FLOOD CONTROL DISTRICT
6-54 ffevised
# It -54 Rf.YI$ZD I. PIPE BEDDING
5-55 Revised Nottit . .
2 10,S9 Xliiw�,V AW6 IN
0 3-61 Qi,�e,-4'AA2. ilo;vj TREN��ES
A I - eo� te rlited A�7M j st if 3 - - /_ - ,i"f
/O " � rii6ed .% " to AoAl FY ae
A P fpq#VD otl::;771,
4.1 ovitk" - - _
4 let! .fnt-40, '-"v ^�'-C%
i FAIINT "!AI!;1j,1 A ,, /-,-'- . , ' L' I * ... I No. P.XJ6177
.
CITY OF FONTANA , C
Drawn by: GE Sca I e: N 0 N'F-
Designe by: I TRACT ---NO. 14631 a ez
it"
Checked by: A p p r o v e d: — ;v,"::: ��',,;-e�. , � &,.,4_. ....�siisis iiiiIIIK V" D w No. 7
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"A - ? - I 1. . R. C. E. 2512ro 198+ 7