HomeMy WebLinkAbout1876-7-
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I . . I 86817 � . I - I . . . i .,,_ I . I � tl , - . �_,
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I . - "NOTE S ,_.___. .--. -_ .___._.___ �
i j I - - I I . � r__ - .a- . � . . . I , % See SpeCial Nole' - - - - - - -- - - -- - - - - - -., - - - - . � -
. . NO 7 -ES I
.
. .
. / A concrete collor Is requl,red where the change In grade exceeds
.
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I
.. I 0 /0 ft. per loot.
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OF
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(in)
1211
/0 1
4 11
I e
-70-1
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24"
/0'
6"
j_6F!�
15'
--,Y-'-
48"
-
15 7-
/0 1
57",
15
/0"'
60 11
: i 175 I
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0 4 Lis
. . NO 7 -ES I
.
. .
. / A concrete collor Is requl,red where the change In grade exceeds
.
I
I
.. I 0 /0 ft. per loot.
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OF
C a
V(fj )
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(in)
-
FRCwr WALL
SrFFL
VoW 1 - I
REAR 8 EAD W4LLS
a Ft 00? S an
Foch !�X _
to 4---w-05
to 7F, 4 8
IM71
8
*6w,05
4*
er
61je
0 5 t* 69
, Ar 4 LO /,?'w
Ft "
8 Z2
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4-
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14
0 4 Lis
10 4 it /,? "
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/0
4�&,114
& P�&
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74--r-
/0 /?
1 / 0,
E4 6
;W N
'VI A?
w 4 f /0'o -
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8 Ir 4 & / 7"
w3gd�8i`
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L _j
k, - �fl . . B REINFORCEMEN11 - I , . I . I . . 110,11ir
I I o. �-- -:-- -- -- ---- Yoriable ------ - ------- -- - --i
.1 TAP SW $/**/,so# I .., Fa( detailing of roqWred stool.ses. Catch Basin Standard DrowNs. " . . . 'I I I-,'
I I 1.# L I... 41 S* Opening 'd Videtpoel-ni I ng 1- - K - -.1
I -7--t &Wir /___ For dimension - 60 greater ftn 4 fl.,"s the special dool" of the top : , , I .. , ng I I I I Side Open i I I I . .
F-- a 80f in I Bos I I
.. I'? 1, I I , , 1% I I I I I C F
dr; . I CF* ,' 't I I I . I in Q I I
I slob reinforcement shown on the required structural plan. ... � : I I Top orCurb �, . I I I I .. .
I- 10cl __ _L . -----I ____ ____L.j I ; --- I , I I I I I I i rll�� ____ .9 - - - -mr-^ .
V 1 2. WALL 6ND FLOOR REINFOflCEMEN I I !.1 ! A . I .1 ,,, I . %, I I
I / � If I
! ,-----# - - - - - - � - - __ - - - I . - - I - - -
,& tondard 4 1 f % a ' ;
The Indicated minforcing stool applies to Catch Basin S I....-%*- _r . - - - . . - .. - P
I * t "' - _19:rL - ---- ".. ( - 'R "q . �
, ,
I
)t It
, L)I % - ' ' '
_% I I
- I t ' % " ." F F I'rb roces liquol) ' - - - - - -.- - - - - - - " - - - - - - - - - - - - - - - - - - - - " ]_ PoInt J9 N-
I -DKX,109,160.162,163,164,170,195.24$JwW.2,aW471 a .- .-O.-. �
I __ j& Drawings Na,.2 /70w! - - Str 6r - - 10 I
- I . I . tS . '. t/
i . *% 111111111111 . arial,
I - z A, . , .. -_F�lnl.A r- tb , - Variot,le
-
I Zia All catch bosin't constructed on streets designated as State 0 .. . I
. 1 : ,(-Sfraigh III 6rvde or tee note' ,'ft)in f Y
I J.! -n this . - & - .
� .--j = 'i , : _TE REINFORCING
. �,: � � .. -, Highways shall include the reinforcing steel shown o :
1b __ __�, - �r_.___ I 1. . . - Straight 6rade or sm C 0 N C RE
-
40" ----. _1W__r_fVr_-_r-_-Vr_-r_f drawing. . * , / . jr note"f'" 4 I '*. _t See note - ;b' . _E
Co'ch hasine constructed on strook riot desianoled as Stale CASE A A L::. ". - — — _... STEEL INSTITUI
2. Where pipes of dIfferent diameters ore jolned with a concrete ( See note b 1 - 0 -
� WALL AND FLOOR STE SECTION Highways under the following conditions require wall and - . - _... % A(/ Pldge Line
,
I . V . *Soecial Mote, Where no curb exists, curbs shall be �fl /0 I
vollor, L and ;r shall be tho se of the la -ger pl;be. D = D1 or LIF I , . t.- - _. STANDARD A615,& REINFORCING BARS
. flw stool reiriforcement* I % - .1
,
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__� . - - -Ar !. ".
I jt7
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- :--,-- -,N,-7-41'-F - _. _ _ �,,�,` 6,�,,,,�, . 4,. 1� _ I I - 1. .
. . FA$4N REINFORCC r-mwvto 14'ancl.) construc fed b etw&en. ends of` I ocal Diprssioa Curb - , "(1 ..P., . / '% (R007d 011f)
- whichawr is greater. . . . basin OperAn W C or Sy&, Basin Depth IV) Ul I, - .-
. I section shall confbrm to that orcon Irolling agency. T_ - - - 4 1 � - -1 - - Y -J.- - - -_ _'�;r 13AR SIZES WEIGHT NOMINAL DIMENSIONS -ROUND SECTIONS
It To 7 foot(Incl.) 10 feet cc mors ft I - - 117- 1 _- I — - - _. : " 6at 0 (, - ,
-_
# I E % �� - - j 4tEr/�,� 6, 1/�7e
. -1 " . . . 0 ! - I QUD NEW POUNDS DfAME I ER CROSSSECINDNAUL PERIMLAL
-
. 3 for p1pe larger m0n t5t) a speclat coltor deralt Is requirva. 7 to 141sef(Incl.) ?loot or mors I I- ____ . See SpeclatNote ---- -- - - 111"Xi5f - . I 1 1 - 4fc.3 INCHES) (HUMaERS) PER FOOT INCHES AREA-SCLINCHES INCHES
� 4 For p1pe s1ze not 11sted use next size lor9el- rop 8104b $Me/, soir notle I- 7 1410 21 f set Ond.) 6 f lot Or PhOff I I It PoinIA- 1-1-1 X ,_..,1,r"11-118 i *
, oil 8 as All i------Vbriab1e------ I . CV(h I - I. :,I I /I/- A I- 11 A, I,- - - A -- , - - -4 0,?,3 O(I,V-r
. .
.
. 5. CW reinforclhg on pipes ,?4 "and less In d1ameter and on all
ft
. I . 0 .
. . p1pes where on!71e A i:F less than /0. .
L "��_____"4 (9 12 11 . 6. Where reh7lbrclng is reqtired the diometer of./he circulor ties .
.
.
-_ - - . -
- I I . . -1 . I -/_ shall be ,D * (2 x wall thickness ) * 8 "
� - L 420 -C-2000 Concrel,-
/_ ,/-
I , `V.), �.,
1.11 ".�., .-t _11/1 -/ ,-.,.-"/- 1 7 When DI is equal to or less thon D2, loln in'veris and when D/
.,. , � .. . V .1 - - 7 5--.3 - __ . is greater ffian D,e, jol�7 soffits .
. % . 1, . . �-.'I)1/ .;-.A_ t�. K . -
— I I. A �v., 8. Pipe may be corrugated metal pl,;Pe, concrete pl,;ge, or reinforced
I I .
I / concrete pie, I�or osbeslos cement pl;oe.
. I /
. I / . I
'
. (� I . / - . z2\ 9 Not to be used for a s1ze change on the molnMv.
I/�_____
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jr FRmr WALL
REAR WALL SWL
EAO WALL
ALTV*"TE
To
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8ws D Ba -s F
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ff 3_&189
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— 8402
030/4`
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7
8 Ir 4 & / 7"
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— 0`4c0?4" 03 0 /4`
7
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-see hole V I
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bil?!y _
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COVER FOR
)(-(V*1)-(CF#Hf4j
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- - - - %;_.�__ . . 1 j A %"m W � -'- I ------- 61 ..,--K--'-- L _.4� . . . - " U4 �g) . I b ( .;:�D U .UZ) I .too
. - - _41... .- .. 3 GENERAL, . I I I I I % I I . SECTION D -D &
I ..:
� I t. Open .
I - - . I - - Stool roin1cwcamsrit shall be pw Standard Drawing No. 2-DITI. I I /,? �,, I I - Si* Ing D I A ELEVATION
I ( ZOO. V I - 11I.WS r Wurb, I I I Basin r-.. I I ---- I .0 C I
. Stool to concrels surfoce,end clearance, shall be I I inches. � -- 1, Too --4-4.4 - t- -A - -,r-: :.:,- - - NOTE5 A (S) (�) .376 .375 .11 1.178
i.r- " I C/ - o i.. - I I - ;I ... � —
I __ ., - _F Valley type Inverl,shown by dashed lint in Section, required I t) r . --A - -A - - .1 + a Local Depression shall be Case t9l unless otherwise specilled on ge.,&-rol plan. ______
i ____ 4 '
. b
L
�PL-,
I A- - ., �VjAarjr a I /% I
' I 1' ----Sfr6r - -!%-tvol Curb ro�-w , IV L, 4 b. Eleivations at outer corners 5hown on gencrolplon. 11"no elewtions am sp&&'Tad�
,
V I- 4 k r pipe Is aligned to end wall of a catch basin . F16w ' ,6, I ,6
I L_ ,I/ oaft when connacto I ebr& S I (�) .668 .500 . .20 1.571
1 .� - pffl R_ JN . V. I po/�?/ A , . j _____T_ __,_�_ - � a # 1/m outer edge or Local Depruss0*017,shall confbrm to Anished street sur&ce. -
I I ( 95bars -_ -_ I For the design of catch bosins with a V -depth exceeding I 11 / r -
I X I o , Variable
. le, */to ,?*C,--- 0 I ��, L_ �_�_.� t M . c. Stokessholl beset togradealong the rallqyando�on fheri�geline (outer
- P* I .'\\r, St \ry tl-e.q
-T , �7po - -_ 12 lost see the required structural plans. . 11 , , . al�nv _� I /�jq_ - - 1 1.96:3 ,
I I I jo 6 fzi��" . y
. I I blers & &" C_ T I ; "S h t .,e Lirm I &Yge oroctual depressed area), Stokes- of points Wond 'N'sholl be set 81 (�) 1.043 .625 .31
, ;_ ! i!-' A- I I as follw"I . I f-
1 IY3�1 t X I ,& No 4 Wri " to used in lieu of No.3 bore -vilyhtrim orsernofe"ro -J,, - 1 , on a straight grade between tops of'end headers (if'on a verticulcurve
I I I L__
it ___ — -a- I j . 4: # M 4 111,& 17;� n A A 0'2,--.9
I a, - __I_+ 1
44-- 1_0_ �_f
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. New or Exist I SECTION 2
. - - - . _ --j -- - -- - - 4 /
I �
Pip, e I -___ - / / - _ . . . - I
. I I i -.4 . . - ^o -o CA - 'w agcA rER
wo rHA # 14
, rcH g9ASIN RrlyFoeccmar
I V . ��_--_F - e I !f V -
I CA * I I r W, . . I
� I I I n I - -_ -_
> , - � . 't -I I I 0
�
- 0 -1 I / / & '. _.. . - - SUPERSEDES drawing of some number 6olod July 195; CIf , I or0lrb i- ',-! 6 % I I CF -
cr : - / ,�� - - ll, i 1, -r._ . I - �-1-1 I- S, -------- 4_r_=_-___ (g 10 14.303 1.270 - 1.27 3.990 .
'1�j $. ! ', Af- /IVA/ V - -_ @
- 90/ , / . - - � . -I------- f ------- -A _ 15 LOS ANGELES COUNTY - : t A, I 82WL�! L). . _. - I
0 . %, F r 11 I,- -,, r _V REVISIONS LOS ANGELES ZOLINTY _ _
I .. .- j - -_ I � .11, P ore ---- -
. I III _> I 0 24t-- i - P,x,s D
11-�. �' , ; . / 4 . I - I I . OOW* rofk
, I
11 .6 . +_ f - Ill I& - 44,
,--I I I.,., /r, I 4 .. k - REVISIONS LOS ANGELES �',OUNTY L - -_
- , A 11* k MARK DAT9 . DISOCNIFT10" FLOOD CONTROL DISTRICT
jor /I . ____� ^ FLOOR REIWORCEMENT SECTION 2
4012- 1, ,.� /1-0-60 kroysed t..#*4 6. -
& -4-1.7Z \v*1,#&0Co,wr14,0v
__ _� -.------J-*4 Circular Ties I -W?1'V,1d,V.0080
1% %19 901 9 .
Taco
VALLC
# . L->- I zier noie I /. Ifieseslukes .)"at, "o, m re ..... ved un I jus b%, , Ie
noto'b7/ D I._Sb,e note 'Y 6not rinishing.
-
ALTERNATE
TXhCED
VAIIF
ALTV*"TE
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* 4(1106
PLAN, SECTION,
450
4 10
* 5
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0 1,r
* 5 0 14'
# a z -r
# 5
ed 7 '
# 4
10
14
,05 A& -
40 a
j
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4 4
16
4� — 0
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noto'b7/ D I._Sb,e note 'Y 6not rinishing.
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.875
.60
PLAN, SECTION,
-Sev 16 CASE B * I
. d Cr - 4 feet unless- otherwise swit'Yed K-5f�etunles-sothef-wisesprcii'i,-,J.
L - 6 ,, -, 10 a
2.7,49
�
.
I H - 4 IncIpes ,Inless olherw4e xhoxyn on the general pl,in.
4 e- Points A and B shell be sel at ,q Inches ,below ezlsllny
I -----
3.142
@
(�)
2-67
.
.
.79
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+;
. % uller
1 9 I _91 -&de
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4 - ------ ---- -- 1L___ 9
r----- 6 r--- 6 1 1 . f Special detoils governing the construction ol'fhis Local Depress -ion oii
I I Side of 0 %
1 1 /,-> !.j I L.- - " �._ 12 r-f;,1-.?1.-1j1j-j0 ChAwrl AA ,011,01"W11 1A,"
1 1
3.544
ni
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3.4 00
1.128
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1.00
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FLOOD CONTR0L LASTRICT
In I
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--.Str0r-- - jrqt1olCuro ---S1r6r__,
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I j alf.u�' % I ID,
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I F/ow
L, i
I ' - Vorio b le
MAU . Ot
.
DATE P26CRIPTION
.
FLOOD CONTROL ')IS*rRICT
-----
1
LIL/A
,4UI
-4
PLAN, SECTION,
1 5.313
1 1.4 1 0
1.56 _
10
1 4,430
I
.
AND DETAILS
4 '01
I .
16
- ---
I
. 4"________' �__iel`_
. I 1'"
I
CATCH BASIN
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+;
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, -
(I I .-
A - '!, �,�o I I
A I
ON
Ridge tifx - - ' '��'11
(b
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1+
W
0
1-07 -.a G.Wtofrw 9,3' fe A*N,
d 14 !g,' akor--d Wr
LOCAL DEPRESSION NO.
- nber of � inche3 �
The new bar numbel s ore based on the nur
V1 -_
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z6a , 'r,tt-
. __ ---I
-_
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REINFORCEMENT
:
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r5lraiq h I 6rade or sys no',' I �r��
i
1�
A
. +
/2-1001 ormov,ow Me If
8-10-53 *oVed Nolet ofld
chv,V-.&d 4 - to'kit
FOR S IDE OPENING
CATCH BASINS
I included in the nominal diameter of the bar 9, /0 and fl I I
Bar number ? In ploin roundS only. L5ar,5 numbered
I of
,
I Agar$ 9 -4 -
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:::;� � �
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r aws It
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bil?!y _
P A
A CASE C
\ \ See noto'b'
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,&
6-11-1) Adda dAol ' r
f 4 .0.0 ,40'dl.00 I
I If cmAwatP AA#ht-ri
-4./-( CS orr .!"to A . A
- z10 `
. -
APPAOV#D 0- .
I
4 Tw;,
are round bar3 and equivalent, /i7 weigh t and nominal cro33 - I
-
sectlonal area to the old type /, liond 4'nuore bOrs I 1
I DA TE - VLT. it 5 2 I
j
I �4
_____�
4:vp
CHItF ONSIG I I -�O-.
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. 4
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I. r,,.&�' 7;1�c D
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LOS ANGELES COUNTY
7 -SZ
0.,
- FOR PIPES 12 INCHES I !::�_� - - - -it,4 #Atom ... sowo�� &4 queml N O A Tit 040 4-088 FLOOO CONTROL I)ISTPICT Rey so - - �
I !. I .. - . ; r -
. . . - - - - - - - - - , 7 _"r, _Ln &._ /_ 4 - . __ .-M de t�-__� I - - - - - __ - - - __ - I owwri I "P I -
� J 11� -ri ----v 2E&,'J -A-4--. - � -I 6~ 04.1r" 1, .
I . I I I THROUGH 66 INCHES - . -1 - __ ___ __r "T.0m It D a I ,:= I
f - M. Avroovgo - �% 4 1 OP � - - .
APPROVAL RECOMMENDED Dy .. J. .L. , , ,-2),_,gors 6 = � ;��X/ . ,
. . foe.& to my DX I .- -- - - - 3409;, 1
. ! . I �615�zv� . . - ra _j . - 11 ,., E___-__ . .
i� --na-4- ,,,,.,� 9"Ic.69 01, -1 -0.1--l-levo. QW.H. — C11 -if twok - OCALI 1 5 DAT168 I I r
,,- 'Ile, :d__4 sec"06.069 of ___jC A L E DATE NO- I- 3 gRATING BASIN REINFORCEMENT OVY9. NO. 2 -DI �
-
A7S S T. CIiIEF DEPUTY ENGINEER - __241_.,1.?, ,,,., -*.I-el " ./,. NONE DE 621 -- I . I NONE -15-, SH1119T I of I
__ - __ ____ LOS ANG(I E S COjjN1 Y F1 000 CONTROL DISTRICT . - - 9_.... $.....I, W....., I C 19 Sliff.T I OF 11, ____ _______ - ____ . 1. .. _2�77_-_12W-%0aVW-- � - -_ .
- - - __ ���� I 0 1 . - - � __ I � - �
..
.
.
.
__
. . . .......... Rtfooloecing jIterl'off 0^0ficajov
I W I . - Aro rIE*5 C,..* 4.11* . - - _. _. - __ - r - __ - - __ . I
'
I- - --t ------------ ~1� - - - - - I . - NOTES �1_ t il4,, 5 TEEL PLA Tc- Srd Dwv. W 01 offaw
Alternots Wools I . I . . . � j*,10'RWW .%ft (ASrMAJ4V'i _----j':y&d,W ,,,--� D'elz z F0,0, suppmr B9L TS 1.
: 11 r-11" locolions per uwg. No. 2-DI57--, A I . I I '. .
I I 11 r CTOR IF11:1 5,,pporf Pon on 04 *at * A"# rary to conform we/o keff*f 0 *ejoi-I CWAL I ,
I I I, CON I I. I /Oronew as sh~ - - .
. \ . I I . � . : , ^%L � , 1.
. . . . . . I . ...
Dowel'- - - - � - . '-,I- - - - Dowel per Detail Local* pipe of the downstream end of the basin unless . - A, a jr 0 ff .9,L*/,? , or ,Z pro.W1,00 AW &Ajotf bf ARSMI". 004 $V00W1 6"" SO"Vot *""V IIe . 6 - I-- I- iL t ,I ,sia* awk S/404
k- I . . '. -0/73. . . . 5 _:� -5, . ._'_::� 5- a :� or 04 bars i (W 4 6') A. S. I..
-4- - r T_ t - I I L ,-_�� ____ _r, I I
I [_14-1- f - " I specifically noted otherwise on the general plan. . IN 4 4 a 9*014* LONCOM 64 5 60~111 SACNIM10ortf Dm"oiv I I- � - ,_ . - I - -T- . . . I . , " . . . . . . -_
I O--, -,---.(I r1A., I - , -T-- ---I - Is � a . . . . .
. I . Pipe shall be trimmed to the final shops and length I I : i . 11 1 S"Porf ,%W" Aokw/ A,# fouve '" Av-� to CW0 fwv f 4 .t for 01, ewo berwi. . oft I " ,7",�/ - I I - ! 4.9, .6 , '. & , , 45 - . - Z�*) .
.1 I . If I * * .. I ' . , - , - -_ � __�t a . Is . � . I . . .. . I* a . . . . P .
before the placement of the concrete. I I . 4 All *zpo#" -&W PW" 6"01 " ffh'&'� ofw febeftV100. 'R - I _,q�_ : _- , , � . . . . � - - - . . . .. . & .
1 6 1 i I I . * 14' : / _L .1 I 1� 1. 1-. . . , , , . . .* ... . . . .
Z.CONCRETE'. - . : `_ . I- .,;r . � .. I . . .. . . .
� A . - 4 - _. 1. --=-K----- - ,40owrtm Awti) ~ be josAWAW wA00 Me 0101"Iw , -1 1, ly . .. . . -,,,j - . . .. �' *49 -. . -. -*. * , , - 4 . : .
I lyp. � X_� I . - � 5 ProrooAv, 04W SPOCIAF - . - -� J'i 4 . . . P 6 .
- f - � I . . I .. 1� ! 411 *. , I . . . . . I . . . .
* I Design, q - 3,000psi compressive strength at 28 days. CA"r oven"W *f tA* COPCA .100sm em-T#C* S' $Orysj ~1 A* A10,W -CA AW . 65io 1��o__-_/ � � / f, .. q . 1.1, - I -, . . .. . ..- - .. . . .. .
-, AV ,ft"W%va ctow 000" fAC 8 6. 1 I IN � . I . . . 4
% ", 01 - . RO�Y",.'zr ' I 11 : ly dd , . . . .. I& -, . ': .. s, - . .1
r- - Floor of the basin shall slope from all walls to the I I - . � L
11"- I B 4 jAff// *0 &Y, A*-~, I&* 040 Alf . - IN * a . . 1 . .
I I ... .- (Al 0"W" &W Aw 19 IV" --04 -I- IN � -�,/ 't, 7 . . . .. . I . . . .. . � . . .. ., *.
.d�, . I 10m` to AW AN" I i . . - - I I - . :- - . 1. . . .
\� .1 - . .
U)i 3� �1, I ___V do tr" ~ roww0aft . _ �� I 4 — - I - .
.
- d I outlet and shall be given a stool- troweled surface I 01 . #r mWe"dry. so fAmW IAV C"M Of A%* AP%%Wrii" =.I. 1W ;i� 45 4 j I- .
--, finish. , o' .. . . :,r ... � I I 0: .. . - . . .
W'oow two or OWV "" PV 0 POW 'So MOO " , 'a 1. . I . .. ...
. . . 'a S' . , _.. .C�p . .r. . # ..,
. I I et _4" - / . .-..--.. I "I 1`01 siopwffi 'Vootmov bwv ;k A , ./ �j .. - I .1 ;k� 0 I. - - - . . . , v 4.
- --- - Curvature of the sill and the side walls at Ohs guller I - / i .-/ .. , i 'e-4 rAl AOOCIV 01t AW MO OW *Wfl t* rr*%NCPLf- *f A"OSS" t. . . V ".. . * .. 4 - , . * .. ". : . ,
I-. I . A . . .. k- , q 1,/ 4. .. . 1.62 I *. , , 11 i!'
. ^%� 00 . .
Dowel ------I % - Rowel . opening shall be formed by curved forms. . I - ,-.- . / "S" SPA;c Off 11 jo ~ Ift COWW #1 A" AW W mot A"s im" 1i A mv fv~ P&ft '0. . . . i I *. * it' . . . I ,W.� . ,
! . I I _� !� �� A� 4?r- 1 & jrhaV C,,Co 6,,WW VV 0 A# C*@Sft,&jCfVW #p ,*W"S, tAo ~zm%M ,:,6w. 'boirm � � 'L '..., i.- �i-j __+_`�_' _4 .
I I/ . . * . '
- -4i I __ - -Anchor Surface of all exposed concrete shall conform In grade, I %. " .& ; � i. j -:
Anchor --- V I - I slope. color, and fInIsh to the exisling, or *-. 1� _1/ ,6&3#9r#4 0z_4o04J'C.&---% . fa- fw* pm" S)W/ ,,I* -V& t1w '11* '""WO dbA.V*SA1I1A fr0m S" ~4f I %. �C* . - . -r-� 1---A*x. ,Wft
11 I V :0, -.- I . L I
U I I . I I N9. I I I I I I I I . romopm" 14"ir ^W S"NqL (~"mrvo ,�Wffior.Aw,w j0%#,W*) to jh@ Ir" VWw m# me emr#@4 am ACA L � -�,��& I ,;�, ". -
, - - proposed,curb and walk adjacent to the basin. -y 4QTE - Codr* apaw aW sAo* - " I$ , CA -,f "lAs &WI bo some/. It 6 / / . " 0 '. 7- . . __.-/j ft" in toyo
- I ! I I L-1, _-_ -/-. - -1 4- - ___ - zt, j I . potip, V OWV g,� *W CA",,$ kj� I 'a *� ----Aafj&ati;6* SfirrW tZ*DZ64)
- - - . __ 3.REff0RCfWkNT ( Sid. Dw9 No, 2 -DM I . L 'A . I . -dove I / *,��. "
9_� . - I .. 0 - --_ ; ,0,, 'o.41AM Hd &WS got sorm
, I I . I c.p ses, (,j ' AlAon Www*)
I — n --f _, ZLTop Slob - No. 3 or No. 4 bars spaced as required on The 'T *VW& #,.Vm ,f fmo Aleft a W0004 ZZ'000 #Y:ho sectinow ow be 6
ff i-11- — — 3' Rodius . .. . . .W � . . . i i� - It I
-=== - ;;=�_ I I . . - * -m- A -T bo 0,004 5dCtW`0 M01 At fjwka -
'
I . I . . Structural Pion. . ) . 14 TIC Aw" O'Crodo 45%IA,W #ft I . / ,.%,( C .
-it-t--4- _____ - - I AWW ~/ M P,ftw &W AW fiva Afro" I
- - - - I -11-c- -or-. - - Ir- - - - �C_F_ ii-- - I tlarl�� x I -r? & ,mcorgii.., j* mv .%� D~ So .
4 Radius- I - t - Anchor - - - - - - %,. Walls ond Floor -As required by Sid. Dwg. No. 2-DIT2. PL-A.N VIEW . pRomm SLPT FOk . le,00% ft. Z-&ry ! . ..._-......._--Cs&. arp&Affch J 1hom I odoev /'= on Swpwtoao Aw swiaviii,
FL6W __011 4oRodius I I . . IlNell,OR BOLT5 Pat(~ 5 poeaw smi:W /At * to co" I _L_ � , I
. Dwg. No. 2 21 '-Rainf per I k- - .. 4. Q!�LENS*b* � X11Y1C1411-&f1 0�1:7�f,W) I I .- & Lealm of fort PAO-V ,a IF # 12' for O/ colov I -` , � - _ - j ' or C,aliraftilf0f StW-5fdt SqV" k#04 Of k0SffV0Id/ A~ 060WRO AVII. SO* Nfft J.
. 3 Radius 0 A'*.*. ...�
. I Curb face of calch.bosin opening (Exist. C.FfK )shall 14 0 . 0 J9,00 At%8f_Sf# D"AU-1-OZ49-1 01W -Z 10f OWM*;' ) - J"ftewv .*.4 . . . &
Dwg. No. 2-D232 A . j , � . . & r yl;f , 0 Z&,Vo orpw wo.Wj EAPO� . &a .", ....
bit as required by Sid Dwgs. Nos. 2- D BID, 2-D415 or :V4 OR01-1no, ml7d sleel Bar ; eir ,,v.* &y owf*. M". I-D*8, Z,DZ48. .1'04411', '..... S'... '.
. * I 1. -wis $40ft. NP000 IV 44, SA411ir I .9. C,f# /-ore SA 6" A-V '. . .
. . as shown on the general Won. r* A : C "I -1 ft -W = - PIP 000"~ . . . I
- -
. . Catch basinli for W 10 lost at onore shall have a "V P * I Benar //O/ - � . — - — - . - . ; 0�,ijW1f",_D,#Vx40 of off SA"m on IAW ,erw* PAW. .. . . . , % A=:
" r1__ I . — - — : .0 0 'so XSAf . I 4 .. .. . - -,I-- I's I I$ I" jAwfew d0famed, b#hF~ fft "of *0 cov* "Sm ~ me C111111111111111111F
. - - . - - %w � S*", comww dw *9WW; If0flor 4W . , . . .
TOP SLAB - STRUCTU depth at The upairsome end equal to the curb face of . ; i ja V CINCt oc,& I L A Nq0A W-' .
V__ 1i I . A - I .. : . '. I t
. : ow4foce4*0 "Am. ... . . . - , .2 a/ the poomw p-oirmfisw Aw. S" AW* 5.
, , I a . 4 : ;1 j .
I I the catch basin plus 12 lnches,&,bul In no case shall I . — _. — - — . - . . -, r-- . Ia $,w @,W 0%*" j '&*a sno 0 foco p&ft . - . I . 4 . ....
. . the slope of )he floor exceed 3,11 1 A to -T_ I . ! It . ... . . . . . I .. ...
. � Wo 4 -0m; and b&T-r,urkss oltwwtso stown. Ii I ------- f . I — LU -%w * P'" vm A voaW of #or* s40 6i WIF &W III`// 80#cv J0019 O'W 8"" r ^w . . '.,O. " . . % . .. . I 6:11. -
. .-Sid. Frome and Cover . I 6 1 4 1 . o -L . . - I ..... - . . .. . & ... . . I .
- I per Dwg. No. 2-D156 V v 4' - 0". unless otherwise shown. I : - )_ .- � . . : . ,� ..
J" Radius%, t a I - I / : . . . . .. ,_ . . .....4. .
%, %% % Anchor-, _14 ,-Face Plate and Oponin I a 6* It V I, 4,- 00 or less. . L0, - A . . .. _. . '. &.,.a ."..
Ak 403 or'P4 bars, 4 roq1d % % % % % 'tj I I per Dw9. No. 2- � D23? I - Boll V -4'-I* to a'Oo. I I 'd SE:(=-rION A -A. 1; I . - 0 �__ ... . *ft . . __�To I ... .. .... , . . . .. .
'O . I F'RON-r ELE:VA_rjr0N I -_ ?I - � .. ...I.M.:'... 1L.. .. _-A..'
. %'- I . r I - - - - - - - - - - - - - -- 1.4 j
I -_ 4 1. I I - 10011 V-8,-10or more. � 1T � - � .
. , 8" I -, 01. -r- -- F'. f a . y
I- - - - 7 - - - - - - ____-4 %A& x 5. STEPS I Sid. Dwg. No. 2-D 96 1 - . 11 . A .. . f(vw7os)
1 / I a 15 I I. 4 'Street or I ' 04(incl. I , * place one slop 12 Incho s above the I ,L, ,§� � � ��� . I (SAO" on Coe* a 511,61t)
C41 E .4, I -1 a 11 I + 14 V to 3- ANOTES: "� �, � �
T_ - V !. - L,,I ..L.D.-surfact ,� I , , . .
& I Dowel 11 4 0 1 1 floor of the basin. . � 44% .r// .
- I �.9. r I 01 �_I . . 1. An alternate stop may be used subject t,P the approval of the engineer. -42"., `!f moo .
"", . 11 1_ --..z ,.:,7- It,' I,- - I % V over 3'-O' , place steps at 12 -inch intervals lrom the .. ,� &=. N401i CP or ~ vow� S^**
F. # ., ' If I . 1 2- All sleps will be firmly and rigidly set and no cones or shafts will be . 11� ,� _y I spmv A onclwV OA-3ir 6"Wwr "W90), @/$*am at . . z-/'sqwwv foo4s tw .
I - I . _ 1. _... Dowel- I . # - Protection Do( and I floor of the basin with the lop slop of 12 Inches (minimum) accepted with bent or cracked sieps. #*I~ 0,14, 0-0tory ood opeAws of spkc* is-tg ArC*Of . I's / "Carri"o sixits,
I . . I .
InI �j o 4� -step per r)wg. No. L _* ., � Support Boll per I below the lop surface of the lop slob. . & o,,cA or Aorat"Affl. Spoco 0 wwAorf 0f.oPPVV/W-V - I /Iwww lac* of Cafe* , %
- _. , 4.-�-. 2- D 175 1 1 Steps will be galvanized after bending. . o"W1 `Ff PACAOM 9 Basm end woli.-. 1.
.!!: D!2. No. � 45 -1z_ft*fW~ OoMf .
0 I I ' 2 - D 96 and Note 5 9 - n 9,49 1 a ^ I-- f-- i ir & .-- r% " -ry . m ATC ORAG I �
Ut I AIL U1- UUWLL zi -_
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FLOOD CONTROL DISTRICT
K
In I
0
. .
.
I
- -6
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%_,�. . =z;;iD- - - - - - - - - - - -. -:-
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I
,-Alternate connections .
I`% per Dwg. No. 2-D224
MIANK
.
CATCH BASIN NO. 3
-
. ,Vj
. 3- Radius -, , � .4
I
PLAN, SECTION,
'
7e P,z_r,-&-
I
A Slope 10 Outlet 1-111'
1.0 __ __
� . from all directions-, % y
I
I
I
.
AND DETAILS
.
.
. 4"________' �__iel`_
. I 1'"
I
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5-7-0
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401
I 1,01 .
.4 _.". , , '. I 11 4i, .
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1/,.* L_�, � 1 4-4.
-------
. f
W I
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- CROSS SECTION THRU RIM
Pscoowo."j ow
'r 1-1, _11&,4-
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&"**W" "Co.6".
C,m__�_
. I
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APPROV90 ey 'r
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. . Subgrode oplio al-,
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$I r"lar 191MG1149 a
�
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. SECTION A -A -
. /
SCALIE
I DATF-I DW . NO. 2 - D 16 3
I __ - I - ___1 0
- - . -
NUM,
� , -
I I , /t �
ON �_--,c -v I Dimond
M
� U�& Md. j deep 0�.O� ce
Q ,\ I 1
4" If . \A- v ,
I MA LTA MA I - I , ,\\ �6 . ,I
I I A I I 1-1 -
I , " ____ 1:10 , I —
L- -IL — - 14- -
I a .
-Letters / h h
X top �
cast flush wit I
I
A "
\ I - '' ,
-j 'D'ja pick hole - --
4
-,�- A Hen
'Sockelset
sal le W. See
notes.,,
I
I
I
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REFERE - NCES
-
- REVISIONS
__
LOS ANGELES COUNT-(
FLOOD CONTROL 0154riCr
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- ---
stracts
.
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MIANK
DATI
Dascillp-TION
"V
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Si
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Yc STANDARD I
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ReVi_ja r_,4Wdj,4j9
,For
( See Note P)
'a
,A
5-7-0
1?eyisvd�Delelra'
- DROP STEP
� -.W.
�
- CROSS SECTION THRU RIM
a;' //-/ and shall be marked In sets be/6're defiyeg.
& &qme q,74 coKer _fboll be ,,>o_ci1iot7i:o'_fuch lhal Ze7e
nole.
..-
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I V.1.9"I
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V_ 13
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11-5-7C
Added notes
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. AP'"OV90 Ifff I, J� I r --r A-�
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C"Icr ENGINKIER
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OR 9 C 0 MI ho K go
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DAT
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No. Z -D t!) G
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- OFV44t 1-4 1"WK0
MARK
13 __
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SHEET I Or I I
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CHItF ONSIG I I -�O-.
LTf- . I
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__ - - - FA3ff#.ti oncijor .9elfficteftr lo prarant jWnitiq -7--�, 1 \ ! . , i '. I .
< /7.1 _. - - - - - ., 1� . op~f fm cove a -I./ I � 11 . , : V
,
/;,r 51,1 6alr wrotvhl / . . -4 A .
\ <. 1 � I . le -ar � \ - .
. slewl,ottae / " ve I yj ors or 11> I piecep"4"I'm &V * - - - - - '.. . I , 1. .
I, 'L J'j 6,/,. Bar %, \ / .. --------- -Tlop of Co k) BaSi,7 - � \ ! i- _z' _� ). I
" . \ I I jrfoi�71er.r flee s*& NOIC5 1'.. % 1__ - . i �.:: � I ., .. . i. . I I \ .. . I - -
, I . . . .& ., . I I . I , � -
_jocAet sel,screw I 'I#,,- : I . .4 "' , ... . ....� I .1 \ % . % - -
. / A \ :.: T ____
.� �, '_h, t . ' , va rid b le . " : - � ..,..-!.,-o.` � -1 _0 I. : � " - 4 I/O ROIAPO Naff
'
1. .0,,// y , . _; '. a ; I
to; 1, �_.__..._.--__-.------------ 1 \ . . _��/ . I , , I r- .
1. I- ,/, % , . " I 11� I . . � Ile I I to I I
" ,,, � 0 . : . ...... 4 . I r I ,:t� , I : - . .
I j, fir , . � " : I ,I, I "I I . a T .. i V
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4? 7 1 . . %, . '41 . 4'.1' ZL ! - - - -_
� . I # N , � I ./ I I-- I "I C�k_,, ,N0rF: Bross or sloinless I . - - . �__ - I k- ; I fforr.
; % tz I 4 I . ., I
I
. , I I ... , I : I -:!��.
, I It, " : - t sleel socAel sel screor I r1rd, AfIchwx, : - 11 L - 5" too 0/1~0 o0chomfo
. � - - 7 __. QQ 11, \ on inside of Colch I . 1, .
% I , I I i � , ) i9asin. I
9 .It, a i I . 8, /ocafr AS 1 1 0 : \.--.,' a I*o d*100 for ad411100a AWMV 00MI&
� Ill -11 - - - 01 ry
. I I . , : a , I
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,--' .,%, .' I ----------- 5'_ -.--I-- 1_� - - - - - 01__r�l I . .
___ . # . - kil I I V, - U-17- I f- _---I
%. I A, - _. ! Qrlf V)I\ t I I .
. -
. NON 5-15- . I . -7. " ." i jor to a 't - or \ . � I I
L_ SH91EY I or I I . I `1z. 11 . i . -, I- -
. I � . . I 7 51d 6alk fff0L,yh1 Sleel Cv"Pli,77` I It ,',Orlll ond la,o for -f , I brass .1 ! y %--,\ I f I - .____L
.
__ - ,----- ��__ -I A � .. I ...
1\ Z1,111 . I .� -- . 1. 11 . .
1 4 ! I _-1 I �_I` - I -.--.-&-
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I I %I �� . % . I .. ..
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I . -
in . I -�-i-
I I �-o I TYPICAL SECTION THROUGH
irq -----T-r- , 44— I I In
:1- CATCH BASIN AT MANHOLE
LF—F I I 1 1 1 11—
. .
.
STEEL ARRANGEMENT ,
- I
� ;
. 9xi"riixg seat,\ �--street qmde 0 - . -1
omit 1his step in III. �Mi
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*.
Pcoved streets
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,For
( See Note P)
I tr -
Allparls oY'Ihe ffame and coyer exceo, ,cchined
. su&bces shall b.- cooled with asp . hcllumpoint
I. .:
- .
I
��__;.__ 2N ---j _- cleoropenin'
- 9
.
� -.W.
�
- CROSS SECTION THRU RIM
a;' //-/ and shall be marked In sets be/6're defiyeg.
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REFERENCES
* .
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i.. .: 1.
I-%
2
-
I
L8
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.
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.7
:71
- ,
FLOOD CONTROL DISTRICT
*. *P!..
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.
MARK
DATE
V)
. '?
A! -
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- �'.'--.
--
I ff
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"I.,
... V
. 4
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NiANHOLE FRAME AND
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REINFORCEMENT F01
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`* 6Gp on rin, ce , 111:111111%�111 ... �:; 'ft' 1 1: �11 1 1: 2 '.,- % - '.,, - �_ - 4- � t ....I . ... .. *.
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. le �ick I;V - 6 , . . .. - - ...";,.W.
;I I A FOR TOP OF CATCH BASIN NOL I . . - -..V.:
. . .0 -. ..".r'.ir ..V
cover 16-1 III . . 40 1 :.:" ...! .. k.- -. . .V .,. * -7 .
. ..,.! .Pj.-*4-.%-.%
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I Or OF MAN HOLL r HAM c- U Cov V LH C�v I I VIVI %-I[- M#AI1y"VL_z_ %JV V L --n -
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k ------,?38 J,jxid_-di0-0fC-0V,6r---->o1 ,-,411eWsockel � I --I
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I . - C111". 1 Y, sel Screw ze 11 . e . I
77 / -, / 7, ./ - ,,-, I - - /, - I .
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. � ... Outline whene I ,
I . 'O � " i N
I rib joins rlm -- I , I I
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k--22 Did. dwrowing ---- �->' Ouffinc where L�y'-1-_1
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CROSS SECTION THRU FRAME a COVER ribs join --" I jj H I �d kme ongle
'
�3 7_ .3 -""-" throughout
Id 1 19, Id I
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�� GROSS SECTION THRU RIB
I /it, I Co. 311
re - W jq�. Il- -
141", I 21,11 11 Valli 16
I �-M
AT MID RADIUS *
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_�'NOTES .
.
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.
Frome ondcoversholl be,gray cost iron conlarn74 .
"
STEEL ARRANGEMENT AROUND MANHOLE
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lo M e lales� A. S. TY.sfon olard A 48� class 30 or
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heller
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N071'ej IN CA TCH BASINS NO. 2 AND Na3
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1 1, . -r --,,,,, -
11 - - 4 *
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11-.,slall � Iwo 414 4'r 414 4',41len socA-et sel screws 90 *10
/ m=401e -T40112L-,Dla,c,edl,gla?Y,6c,c,�- *V111X..a,- 0&1e�.
.. i_- - �� ..
.Q I
1
pick hole, in boles drilledand �qpped / " in o�p 1h
*Z. All ileel,fhall,6e w3hor,f, j-al7d al��e&flol7eoe as c,glled ��, 0/7 1he
. -
I R � I M I X I I I,v I
-++ kj .-W-J-* -13 R I 22"DiG.
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Allparls oY'Ihe ffame and coyer exceo, ,cchined
. su&bces shall b.- cooled with asp . hcllumpoint
- ,,oaceof
calch hasI17 slal�davtI,o1c,175 anle_f5 shCW17 dll�r,nrel7lly hel-d'01. Cle,111'al2Cd
I
��__;.__ 2N ---j _- cleoropenin'
- 9
Frame and cover shall be tes-led lor accuracy
'
_0-oll.�e 1117eh 1-�vm,�ai�vl*sla,6. .
�
- CROSS SECTION THRU RIM
a;' //-/ and shall be marked In sets be/6're defiyeg.
& &qme q,74 coKer _fboll be ,,>o_ci1iot7i:o'_fuch lhal Ze7e
Ij 11o. ,;( ha, -5 ,9 III? ' may .6e 41jea`h7 //�c/ ol" 110 . 3 hal j 9 er'
. . -
.
ide-11ifirallo-1 lell--,-1,17-q.,.I,00rollel;vil,,,� cand
No 4 hala 9 Z 0 lnay,6e a5ed 117,,Ilecl 01'Nct 9 A91'.5 (!'�? Z"
-
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readceplg trV1" the 41�-ecf-,zLq4 of !/�e cz//',�-
. __
. - - _ _.
-
I
- --- -
REVISIONS
LOS ANGELE-S COUNTY
I
REFERENCES
REVISI ONS
LOS ANGELES COUNTY
-
I
-
MARK
PATIE
. -
DIESCRIPTIOM -1
FLOOD CONTROL DISTRICT
2 - D 171,8
MARK
DATE
-
1390CRIP"O"
FLOOD CONTROL DISTRIC
.
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- -
6 1?,3`.M
.
if e0l a//
Rey ,rwlev
NiANHOLE FRAME AND
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7 -SZ
irhanv%il b*r.vae to bor
,,,*,6.r per Z -D 17/.
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,
CATCH BASIN
&
S-1.9-69
4ddeal /w/e
.
COVER FOR
25�748
/2-51
A d,drd , rfqn
l9erlsed
REINFORCEMENT F01
.
.
. CATCH BASINS.
.
ZL
,?./. 74
- "O - 'lot'r
"'O'l5w -f 11 Ny"4
I ROUND MANHOLES
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4,48MITTED 9Y
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"ICOM"VMID 41P1 /
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'DATE
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No 24J)157
SHEET I OF
-;75-u I v T 6 ? aw
M. C. T.
ASCOWSWICAOto
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DATE
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194 9
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NOTES .
H - H r- IGHT H kin = A -A and 646. C?j)ja6hZ1&l ObArt 6*11 OW" 4'-0% .
e . M Ahm #he manornurn "able ionecIr ,a*" -
ed shot C, i4749.1"t, In re
"=11 shall b* used. ror H (in sec. C-cj as& Note P.
I - �S?46TH L j:.1v-,1!j1*e_
., g & .1re e
.Unlo
.Aj6*fhFrwi:,e sho,w n L mcey be
,* rj%. plan.
r"b" oil t 0 44111 rno pipe .
- -
M- SH,�kFT &hail structod cWr "Cip'-granal Clakeil N I tt!e; dtp h M fmn I istir"t � I
d t tp ftbox to leas 21-10 polved oh-osts _4, 1L. unFw%*ed
P_ WIrc t 6. I -
TH P . reckwed n'cvb"ute. livail of 6* when 1"0'r ve"is of P Ft
T Woultil rcZ�Clio(ln XCCMC_�Q-ta 111,1-4p" or I 11 S. -
- T shot I .. 'Do 8' for vcdues ou or I* mW Incia ng Ill,foet.
T shall bo 10" W-violues ef H qve4r 6 fe*t. A
7 Where Prltssure Manhole No.1 is spoctilild on plMs sei SId D%9. 2 -DW not* 3. . I 'L
I -STEPS Ish:p6tva - 4 and ancho not leas th I 6
ir 142,00, , d IVIM .VC. I
I the walls r ow.
VFrz.,"zW417,119 I 8t; � beat *X=0*41 manrKA6 ,
"' I The lfwpal afts, shalm::��,"ore I . K *41t =6 n 0 � I -)
Sps Sid.D%vg -D 6 .
2- re a 300C , ? 28 days,. .
5 -It r_ I N FO _EL *hall jvo per 2-0171 . straighf hwws 11`clear from
.f ,MM, 3TI! . I IL
*
4 - STA -T I 0 N a of trianhole a ahrwnon Plan 44 all .CcrAer line of ft,rt. r lea;oc 0
pre @L4p & 44 - e, -
-
Xp ot she(I ceinter andi em "a pr inverF 9r04 I - I
. . � % %I; el socket set 5crew For Proleclion 49of , - __ I I of V -I 1, .% _..� :...
. ) % or sfo;n1tss ste I I 0 1 N . I * ,
(�Iek?.q lo Al? 5n&,p over rn itire / . �._, ,I - t)l , , q .r.-. __
' e,7vlh. i., ( cen tere d on Me coil,almy. Spocing 0old, see' 'y' la .1 -1 ! ,I V ...i.l...Loc" OVA* he AWP90 .
........ f � �u-�,, I . I T�T - I I
1,0J vf,7vn_1c,aeredS1d.,Pi,Pe throod, . I Dw.q. No. 2-D232-1 j N . ,%% . ,__�_ 000k6a
. I I . . j___ \��%,s . ! WW
. : . . .. Li I - � _" I
DETAIL OF ANCHOR . It --ir- I
. ,��\,,� r- - . it , I I
. I .&:.. - 1 4 ! 4 ;
1 7 .! ::. ` -- % I.- I -10'r- - - - . �
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. .
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.
. A i- :01��� I . 1.1 A SECTION SHOWING LOCATION OF
I - o VBolf Supporl pe, 19 -p Mo ANCHOR AT WALL OF CATCH BASIN - i�L FACE PLATE END 8 SPLICE DETAILS
, .
__
-
— ___ __ FLOW
. _ELEVATIO .
- -
. . .
- .. -
7 . . & W01 ; . .. k::
.4. V 4 _ - - __ - __ __ __ _. __ - __ - - - - - - - ___ - - - - _____4 .
.-4 - _.________________________ 'X" L e,�7. �X of --- : , o, -!r�
, . ...: &X" ,rylh _._.__. I - 9.tA.__..._ " - ._____.__L?�n9M ....... I. 4 /��
eN .9 - -------- -L --- -I.-.------- __1 i i / I �
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t. . -See Nole 2 SECTION A -A 5ce Notes-' I FLow . k 4 - .
-.09
OW I
Oncl
4VUBER OF NUUBER OF
SUPPORr *rawams
80L TS
S. t" 10,
/
2
/0' to 15 '
2
3
/ 5' to 20'
1 3
4
20' c =25'
-4
5
25' to 30'
1 5
-
6 -
.
. � & " SUPERSEDES DRMlmn Of SAME 10JUMPt DAM A-1-65
.
-
Los-kN-GELES COUNTY
FLOOD CONTRCX- DISTRICT
. DETAIL OF CATCH BASW
. - OPENING
. SUPERSEDES DRAWING OF THE �AME NUMBER DATED OCT. 1952.
lyol,Es: �
L All bors sholl be 1"Golv., hol-rollod st,gal per A. S. 77M., Desipollon A- 36
Bor 18ng�ps sholl nof exceed 21', ond sholl be cut to fil in 1181d
141h8n "W is over 21, proleclion bor sholl consist of two or mor8 sectlons
d8pending upon loni7th of bosin Locolion of speciol support bors ond odditional
Z�s bross= sockel set screw sholl be delortnIned by the Enj;Iineer In tho field.
2. Install coupling ol downstreom end of calch basIn opening. I
& Supersedes Drowing of -some number . doled Aug 5, 158(ReivIO-4'-
lgu,ne.cseded--bv--&otvmc=:o&M&=:same-nuniber--dat,-- ---Aua::5�=0_
I -1
___ REV.18IONS
. r& R C. o,^ws ,&Tv 06o'ca.
I
6__ " L 6,?.1-68 Ro-arif 0*1011 - -- — t=— --o,m
HS.M. A Pf:�'414 ,e10'Vd0,.;;rM11 . 7
.. P! OJA�� -.,.. g." x;,.
. 9 - — �._._] ia� .0
& 11-16'.1i R*Vlq�w 04,001/ �v G` I
,� ,?-/ U 14(A4r0*rAV/,frrji _24� 1
1 -_ . �om I
W-" 15 &&rz.� DWG. 1`40- Z-0 231
NONE .Is- iwocrr I owl
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- *
__ . .
*
I . Strecet g S-mor*uAis frorne and cover . -
. . -V Plan t4o.2 . -77 -5
L -0 47t 7,� �',? ,c c, , ,o ."
is I r_ k
��____,, "409as to be roveided I 11 I A.y - - .Q 1_1�1 -
I to 3" Radios ___r I OQ I vanized - - t�j - - - ___/ 7-r'7e97 -5-0 ,:9�,4.
1 . tp
i� / .) . I . -1 I *" -
-%.I M, Sifel steir
��7 % . .& - .6. . op llfflZZ, CPA I". //
.. - .
, - . --4) - - __ .
11 - / 1,_ , . 43 , ". . - , 14 to 15' .6. �___._,I,__.
17 - I I ,,�).. - , -1 I --I - N ,A-, ) .-I't - -9 2-11 .� - -
�� N. P 11 I - . . \ 3+0* 4___
4 " / C , CL . N V. % I r I
11 ' \ P, v . 4 g;
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. W ; . C_ . V.... U " Ilk
V 4- ,sc ii - V, / I , I ....
/ ,�,/ J 74k;*"idi " �
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- 0!-- - _99�061�1r_ - ... . \ .1-90-30 _0' In.# CONCR
A --'-----y I, , - - a To " T � I . ' It � . __ _�. - 7 - '
�
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, " . I I _j - 9 IN% - i , I -!:,-,,-,t,4., A 2" - ..v � __� KA - � . . 0 � � / = 10,4 .97 7!�' ,57V 674.
/ " I I I - H.- -0i X. ,01 - . ,:, - %e.r �adi I
-1 11 _r , - WC - ;:A? & V I I X I I .
�-, I -.,-' I , Radius It 1. D. of Spw t -4 , -1 U11 �!, - " I I �
"
11_�" , /i I -1, 'TTL 3,-6^ T b *6 .� - I 4'-A I
x- ---."&. _/_ - . �/ - 17
1_�,. - - " - 7 ,\- i- - . " �.: Rotmod led . A ,�z : : . � t- -1-i I .
2 _/. - Sq- -K- T-1 - .i. , jj.qe_�, 1 ,.:,. , I I "���_
- ,e - . � I L. .
. Z7 t � - , _. I TO I . \ -, ----- �
, -11 I% I
-\ \. / ' ' N(All steel Rvinf. .�, . I I . L I
- �% !,n _. - . . ,4 71 cf2 /0 , .e 11,71. ld'l�f C.'R ",I
.
� =% V -1C,_7 ::-- : F r- - *4 bars, 4" 0. C �,_� - \-rj-- ..!,. 1. el If _-kif-9- , ___ _. I \ . - �
_ ..... - _"k i _ -
../.Y F I r ' __ X .,.. - I � - I
t'l i \ 4,1 ,&I fiL__A " I I ___ .� -7 _4,6�P 7 Aq-Z-14
- ' . I . j___.o, i - .. "I ), F:_ - 15 2 I I
5-1-LOOR 74a'nih'ole *h,oll be af*ol-tmweled. - I - I. -i .1 r L19rit :... � . V-1 den: -
<_ I .. I !-,;.� .. 'r . - -0 Z/
6-RINCis redtl er and.pl aceoisip o6aft *hall bit oeated 6 mwfar and neatly i.�) Li_��� i ... . . ..e I 11Y51,0,e ,4,44e ,C /0/ /.
;h1gad, ;� �fl d inoidlPeLIX I ...;. .. ..,o . 1; - -1 �- __ i - - �
- SION4 --"-,,
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CA - 45-16
us fA0. A 6 *
W. 516V
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V_ r- . : .. '.... I optio I Itom I
- DETAIL N PLAN :", -! a. I %, . ... I I
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. ,...!.,:...� .. .i ...:*... % k .
REFff RKNCKG - "XV1111110"s I LOS ANGELIES COUNTY . - # . 1. '� * I .. . .�_... -_ SECTION B-8
I
-\FLOOD CONTROL DISTRIICT . (3haft not shown) (ShOrt not shoWn) . . .11 , 1._� Intel *f*v*f ion . I
AVG 111,11111"11"11001 I � 51450 Note M I opoift *I tw peinj� rR/S PRAWIM6 SUPIOU00 A'V6. 1 � I
-
. I
I � SECTION A -A ' OF W SWE W. 04 r1rO /- 7- 5 9 I . I
I REVISIONS I
LOS ANGELES COUNTY
FLOOD CONTROL DISTRICT
....
P-19
0.*C1�
z _D1?3z
&
2-21-69
,&,,;,,,t` "t,
REMOVABLE
I
&�
I/- AC -13
or*ss or Irtsialsor
PROTECTION BAR
I
.,:�,> /:)I .
.. .
9- .
mor afism— --
� It RIF
- ,@. h�
I&. - AAA&g
- Mpg
r1eirl S,rt jerdw
FOR CATCH BASINS
I
I .
I
I
.P,...Aw 0 I e . 11;25� �11_�
(.U,1'��((.
UJILAITTED BY
U C.W. K
'!, "
CA
L)ATE I - Z-DI75
I
.. -
I _r,Z zLi6_
. - - _ _.
-
___ REV.18IONS
. r& R C. o,^ws ,&Tv 06o'ca.
I
6__ " L 6,?.1-68 Ro-arif 0*1011 - -- — t=— --o,m
HS.M. A Pf:�'414 ,e10'Vd0,.;;rM11 . 7
.. P! OJA�� -.,.. g." x;,.
. 9 - — �._._] ia� .0
& 11-16'.1i R*Vlq�w 04,001/ �v G` I
,� ,?-/ U 14(A4r0*rAV/,frrji _24� 1
1 -_ . �om I
W-" 15 &&rz.� DWG. 1`40- Z-0 231
NONE .Is- iwocrr I owl
I I -
- *
__ . .
*
I . Strecet g S-mor*uAis frorne and cover . -
. . -V Plan t4o.2 . -77 -5
L -0 47t 7,� �',? ,c c, , ,o ."
is I r_ k
��____,, "409as to be roveided I 11 I A.y - - .Q 1_1�1 -
I to 3" Radios ___r I OQ I vanized - - t�j - - - ___/ 7-r'7e97 -5-0 ,:9�,4.
1 . tp
i� / .) . I . -1 I *" -
-%.I M, Sifel steir
��7 % . .& - .6. . op llfflZZ, CPA I". //
.. - .
, - . --4) - - __ .
11 - / 1,_ , . 43 , ". . - , 14 to 15' .6. �___._,I,__.
17 - I I ,,�).. - , -1 I --I - N ,A-, ) .-I't - -9 2-11 .� - -
�� N. P 11 I - . . \ 3+0* 4___
4 " / C , CL . N V. % I r I
11 ' \ P, v . 4 g;
. 5! 0, A . � i I RCIP. V L., _-j / �N I . I
. W ; . C_ . V.... U " Ilk
V 4- ,sc ii - V, / I , I ....
/ ,�,/ J 74k;*"idi " �
11 I' "'. N 0 . -
0 _7 - _t I 11 1 6 _... 1% a I I I I \
oils- 1� a* . I.
. : I �e "" . / , -�;-: � ", � r)
I . .
- 0!-- - _99�061�1r_ - ... . \ .1-90-30 _0' In.# CONCR
A --'-----y I, , - - a To " T � I . ' It � . __ _�. - 7 - '
�
�
�
, " . I I _j - 9 IN% - i , I -!:,-,,-,t,4., A 2" - ..v � __� KA - � . . 0 � � / = 10,4 .97 7!�' ,57V 674.
/ " I I I - H.- -0i X. ,01 - . ,:, - %e.r �adi I
-1 11 _r , - WC - ;:A? & V I I X I I .
�-, I -.,-' I , Radius It 1. D. of Spw t -4 , -1 U11 �!, - " I I �
"
11_�" , /i I -1, 'TTL 3,-6^ T b *6 .� - I 4'-A I
x- ---."&. _/_ - . �/ - 17
1_�,. - - " - 7 ,\- i- - . " �.: Rotmod led . A ,�z : : . � t- -1-i I .
2 _/. - Sq- -K- T-1 - .i. , jj.qe_�, 1 ,.:,. , I I "���_
- ,e - . � I L. .
. Z7 t � - , _. I TO I . \ -, ----- �
, -11 I% I
-\ \. / ' ' N(All steel Rvinf. .�, . I I . L I
- �% !,n _. - . . ,4 71 cf2 /0 , .e 11,71. ld'l�f C.'R ",I
.
� =% V -1C,_7 ::-- : F r- - *4 bars, 4" 0. C �,_� - \-rj-- ..!,. 1. el If _-kif-9- , ___ _. I \ . - �
_ ..... - _"k i _ -
../.Y F I r ' __ X .,.. - I � - I
t'l i \ 4,1 ,&I fiL__A " I I ___ .� -7 _4,6�P 7 Aq-Z-14
- ' . I . j___.o, i - .. "I ), F:_ - 15 2 I I
5-1-LOOR 74a'nih'ole *h,oll be af*ol-tmweled. - I - I. -i .1 r L19rit :... � . V-1 den: -
<_ I .. I !-,;.� .. 'r . - -0 Z/
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REFff RKNCKG - "XV1111110"s I LOS ANGELIES COUNTY . - # . 1. '� * I .. . .�_... -_ SECTION B-8
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-\FLOOD CONTROL DISTRIICT . (3haft not shown) (ShOrt not shoWn) . . .11 , 1._� Intel *f*v*f ion . I
AVG 111,11111"11"11001 I � 51450 Note M I opoift *I tw peinj� rR/S PRAWIM6 SUPIOU00 A'V6. 1 � I
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I � SECTION A -A ' OF W SWE W. 04 r1rO /- 7- 5 9 I . I
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.
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- - . ENGINEERS DATE C ITY DATE I
U R E V* I S I ON S ADDC)A%IA I A I)DWIX/Al KA t`"%"Tir WAKI r n I KI r-
� I 116.0 of 0
�
.
.
-
?Ge&MAX'4120 5MsW1E'T- (818) 795-5162
1
. . PASADENA, CALIFORNIA 91-107--
. .
- -
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Approved :
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.
I I ,I . I GERALD E.TUTT R. C. E. 14375 EXP 3-31-33 Date
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CITY OF FONTANA , CALIFORNIA I I
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. I
,
. ,: 1�
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Drown by : Scale - i
SOUTHRIDGE VILLAGE .
AS SHOWN �
L.A.C.FC.D. ex C.A. I
Designed by: TRACT NO. 14237 Dqte.: I I
L.A.C.FC.D. d. C.A. STREET IMPROVEMENT PLANS, - ,I . .. A �
Chocked by: . 714 7/1-,o Dwg. No. . .
I ri-14. -�06-:5k, 411. ,,�.,��� . . . I . �
Approved :. � 7 .�
. I ( arrY ENGINEER R.C. E. -E �5 (Z Ck, 1816- - , .
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MANHOLE NO. I
.
PLAK SECTION AND
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DETAIL
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.
.
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- - . ENGINEERS DATE C ITY DATE I
U R E V* I S I ON S ADDC)A%IA I A I)DWIX/Al KA t`"%"Tir WAKI r n I KI r-
� I 116.0 of 0
�
.
.
-
?Ge&MAX'4120 5MsW1E'T- (818) 795-5162
1
. . PASADENA, CALIFORNIA 91-107--
. .
- -
-
Approved :
� I I I i , I . .. . R_ 44c-�e- y6,W4,,1___
.
I I ,I . I GERALD E.TUTT R. C. E. 14375 EXP 3-31-33 Date
I
__ I - �
. !
CITY OF FONTANA , CALIFORNIA I I
I
. I
,
. ,: 1�
. I
Drown by : Scale - i
SOUTHRIDGE VILLAGE .
AS SHOWN �
L.A.C.FC.D. ex C.A. I
Designed by: TRACT NO. 14237 Dqte.: I I
L.A.C.FC.D. d. C.A. STREET IMPROVEMENT PLANS, - ,I . .. A �
Chocked by: . 714 7/1-,o Dwg. No. . .
I ri-14. -�06-:5k, 411. ,,�.,��� . . . I . �
Approved :. � 7 .�
. I ( arrY ENGINEER R.C. E. -E �5 (Z Ck, 1816- - , .
I
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