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For oullet sot slandord
NOTES
+ Values 'Coi- .4, a 0,-7,d C 0,-e showl-, o" ,,he pi-ciec?
_4 I L . - . -��l V I colch basin phim,
0j 'borl - drcwi*n_qi . Elevc7711o,-7 R and 6,levo�lon 5 oi-66 I A bar i
(Inlet pip# D 1"416 A Dorf
boddin-
"A
. . - *5 0 —
bors,,
J9 of IPV/- /,8 0. C. 17OWn When 12 39
d pei;� Note (3,
7/abor).1 ipeelfied Ott dr-awinV q wl.. the wtterwc lion or
oply r
cetder filiej o/` main line and' taterali, except that 1 .1 %.. 4 #6 6.4 1,- Catch basin floor
#4 /8"ac., -,Burn or cull pipe 2-60
:4: -�PP# pla.
-Ita&v7s for catcli 67.1/�7 connecto _Q)q lsuda�*_Iof conc(oli. & &420-C- 2000 cone.
r
0
h b
Cal c
&420
a' S n 4.3 S, e
01
a/ �ns,de Wall of 41rVC111re r/�I
Zj a, -,y both ivoys Ilobe il. 1 19 a NotcWhen cqlch basin lollq
-A 'Ralnof -Q( when 6 41 Voncrors, I Rou'Ad ed, 45 Of
.3 Reinforclhj 91eel ther// be, per 1-D /,I/ s1roight 4C pipe on top of boxitho opening may onzosement, when more
A4. P,�,
to 'r 1/wins co" -or mWV or C be forml .1hrouph,111 o;
bars /At cleaio- 4-om tace of concrete unless inan an* s4clion of
0 p p I
SECTION G -G omerwito ihown. 'St, A.C. ipo it 2. catch bas n and op $19 0 d
Inlet pipe of pipe III us$'
0A
Rowv6b��, - wall
I to W bars are of size atxY -qpoelng qpecil'led foi,
L 5 beddin >
it S44 Note 4 '00ockfill with
'642 ion )A� 44 BC B
P 0 1
04,v. �-Odluj 01, .3leel on plari, and shall he cut In center
lev. j I 11�_ , / 10. a /* leleral W/M "rAtki r of aaenlna ard benl inlo ino and -bollom I 1`7� I^ 1 4 1-- _____5__ -ro 4 1 A '11'&�420-02000 R.C.Box
a md-klmum ol JS' rcr dlmenwons
'-W 5 a) -j
A f and bar slzeu
H,
L
Conilrucll6h
r L AN j oinl,
Nem or etIs I j,,79 conj trvclkn
4
14 , A /wj slandlard
pipe j ot nt,
2- H Bari
4 'o, r.
Aoul7d fo�rej - #j
/d c.
A
.,0
4 %
-Backlill undet- jlruclur-e
4. IfIA wilh 1-1.1-5 mlr Ca"C'reZe
SECTION P -P or teldfl!1#6
de,7sity 'equkreqr by, specIfIcotions'a
doclft)ll mory be oinalea, If ilt-ucture
s laid on undisturbeWoov-1h to Slory"
8 r
REVISIONS
LOS ANGELES- COUNTY
FLOOD CONTROL -DISTRICT
0 171
MARK
ik
4
4 Y
r—
Z4 .3 -4
JUNCTION STRUCTURE
* 3 a
#4
F4_
J P 6`1
4 0 12"
7
74
NO. I
Q
6
4.1 __F
74-
L -46 6
Revised Nofe'l i
54 �9
.37 94
60 1 9
74rl-
66 10 y,
PLAN & SE IQNS
/0
7-6 1/4
_T4/17F
-14 e
4, CV -d rw
1k
8
/0
/0
114
.
APPPIOVIC ev
led 17
Q,e 7)FI
I 17r
12
Of joncho" Jfi.uc1L*V.
Omit q bari whon -.1offit of jpu,- ii le "ot- leq.5
below joff'l*t of maln kne, anal omit G bari
whion inverl of ypur- it IZ 'or 1e3j above floor
of mai]I? lind
4. lunchon 31ructure shall be poured monolithi*cally
wlih marn line ,torm drain; manhole oi-
5 Flow- of' ilruclure 3hall be sieel - troweled to
/he jp�vilq hr1w.
6 -JOOO Psi a/ M 01,
7 Cmbedmj�tpt, P, Mall"'Lo 5 for 8 - .96"ve- /rsi
and a for 1, over 96:
6. W17en 461evo6on R and eleva-11on -5 ore noil ohown
on .1he project drow;n!�l Inlet ooenl�r)q Yholl /'a// 4;
'-7ches below Me 5o /10
anal Inlet p * e 5holl be
lo/d on a 5�raiqht grocle itrom rnain 11ne to co�ch�
ba5l�7 or �o 17e.
yrode breok in inlel
Elevoil'on 5 3holl be 3hown on the oroiec� drokvinai
when inlet openiAg foffs more Mon C Incl7ei below
i/ie iog*�il, ol7d inlel p"Pe _ibc// be 10/d 017 a
.9rode as stated above.
Eleva-fion R .5hall be 5hown on -the projec�
drowIng.i g2l
y w,,�en o F�tlb /s 7o be p,-ov/decy ro,-
,,1'L,i'ure constru0/on o)c Xnle7� pl.*oe.
RIKFEAENCES
REVISIONS
LOS ANGELES- COUNTY
FLOOD CONTROL -DISTRICT
0 171
MARK
DAft
041CAIPTION
A
+
12-53
1-13-54
Rei -sed Note..
Ch&rVol 7'to C!
JUNCTION STRUCTURE
* 3 a
#4
�i__3
J P 6`1
4 0 12"
.0 _1^54
/TeWtod.
NO. I
-1 .3 14
z
#4@24 3 14"
V*40
12-2744
Revised Nofe'l i
4 -6—
3 (96 1.2 9b
3
If
3 6
74rl-
Added NOe 6
PLAN & SE IQNS
/0
&
-14 e
4, CV -d rw
_, 5ST
8
/0
/0
44 (98"' '*4 0/2"
.
APPPIOVIC ev
X-t(V-0L1)-(CF#Hf4 Yx (-AA-ZL— I., 15dia.--em
GRATING BASIN REMFORCE
12
_AT I
ff4 LQ 6 `1
ff4 (9 12
_/O"
0 ;'4 /0
DATi__T_
MWAG. NO. 2 - D 17 2
C W.H.
4
*JU1VCT10Aj 5TRUCrUR4=M0W NO,/
TWESS_(d�
—AT R—i-I i _"1_1y( *'
C_p
cbnCr4I4 of
A 1) ms
Natural
0 -
min.
grouhd N coo"Cl -loll *6 3.,
is 4': NnO v D in It.
-A bar#
_!Stft�j to relobvili laced und4r cut bars and on
Uncompocled density rsq't p of uncut bars In botlom
lop
b sot of top slob. Omit 6arl thqll %I! A
SECVION E -E
CASE I SECTION A -A ASE 2 Zfolons- SECTION B-8 0"( vidowalls.
Wn. beorin surfact
I -A
r I-%-
411
0; - --Cut bars 3 1
564-C - 3000
45* A 90* Concrete Boom clear 4 oponino
T_
H/
C!"
*5 (_Q 6 05016"
05(94",Io be mocod
Af It
12! 1 2 clear of hQ14. SECTION D -D
SECTION* C -C
_A -TOP SLAB ENTRANCE
A beirs- - CASE 3
D a 30" OR LESS
PLAN
CASE I -BEAM SUPPORT CASE 2 -COLUMN SUPPORT
D- 30* OR LESS D - 60" OR LESS FOR - d-M.P. "IFERtNCES RKVISIONS LOS ANGELES COUNTY
MARK *Avg FLOOD CONTROL DISThttf�
D-306 OR LESS tFOA- R -C -P OR C.P. JUNCTION STRUCTURE
LMES: IZ-$-ef Add A C P.pa
1. All corrugated rnolal pipe and fillings shall be golvanix4d. 4 - M eo vL5e�21 Cb,-cev Ar NO. 3
2.Uss Junction Structure No.1 where size of Inlet pipe exceeds dimensions given above. Lketlgrx2t16,-1 PLAN L ��CTIONS
project drawings only where top ol pipe 11 more than 12"
3.Unloss otherwise specified Case 2 support shall be � used.
4.El."S" shall be Specified on
below soffill ot bon. DATtj
_ —�b. 19F
lot" a Soto I I Of
/I Mo. .1462L",
J4/"� C;r/o/s/ .6 r*R4/C r, 4/1R,=WXW' /\/400 t6
C, 8
V(fl)
,ro
SIOE a END
FRONT41.4LL
__ 5TEFL
REARaEMPVALLS
a FLOCR 5 TEEL
Hor ver/
_oi�6
k och Wol
_1o7
11.27'
-/,0- -
4
4 -
8
6
8
* 3 a
#4
�i__3
J P 6`1
4 0 12"
� I
j -4-r
8
--
12110
-1 .3 14
z
#4@24 3 14"
V*40
�4_# i0_
4 (9 /0"
4 -6—
3 (96 1.2 9b
3
If
3 6
74rl-
4
Ir4 004 (9
V4 ud _20" iJ La
/0
*4
-14 e
4 A?
14'
8
/0
/0
44 (98"' '*4 0/2"
4
X-t(V-0L1)-(CF#Hf4 Yx (-AA-ZL— I., 15dia.--em
GRATING BASIN REMFORCE
12
/0
ff4 LQ 6 `1
ff4 (9 12
_/O"
0 ;'4 /0
DATi__T_
MWAG. NO. 2 - D 17 2
C W.H.
1. TOP S�AQ—,R-E—INFORCEMENT:
F'br deto'llin4 of required sleel,see Catch Basin Standard Drawings.
I e4li
For dimension "b" greater than 4 ft.,see the special design of f1i* op
slob reinforcement shown on the required s1ructural plan.
2 WA�ts---Al—q-D—.F�LQP—R__BEjtiEQRCEMENT,
11C/ The indicated reinforcing steel 6pplies a Catch Basin Standard
Drawings No. 2-0101,109,160,162,163,164,170,195,0'nd 249.land.2.
All catch basins constructed on streets designated as State
Highways shall include the reinforcing steel shown on this
drawing.
WALL AND. FLOPR $TEEL. Catch basins constructed on Streetsnot designated as Stole
SECTION I Highways under the following conditions require wall and
CArCH RASIN REINFORcemeNr— IV W to 14'(Inel) 'floor steel reinforcemerift
Basin Opening_(W) easin..Depfh (V)
To 7 feet(Incl.) 10 feet or more
7 to l4feet(Incl.) 7 feet or more
rAn flah CAWI C'me nA 1- 14 to 21 feet (Incl.) 6 feet a( more
V(//
FRONT WALL REAR WALL STEEL END WALL
STEEL S TEEL
SIOE a END
�TO
Mcl
8ars A ff=— C ff
-&—ri E Hot 0 Ver?_
Vi,cl)(Iill
BARS G
FIMSE IL "RECORD DRAWwro
4
4
6, # 3 024" —(9 1120,
f !�g24" 3 18
4
5
11 _8
r;7
0 �12
# 3 (9 20" L
-1 .3 14
z
#4@24 3 14"
6
8 9 3 12 ij @/0j " - —
6
8 7 #3e8i
8 # 40 /3" NJ 06 j
#4 e2411 #3 14 /1
7
8-
9
8
Ir4 004 (9
V4 ud _20" iJ La
/0
To -ii- 4 0 15 W,3_e7_j_"
/0 4 - 0- 12
/0 5 0 15
�4020"#J_0__LP�
/0
#3 (9
F_�Vl
Dw9 No.
I CV79
E) I
TO # 6 0 18 46 1*4
? /3 //,1
X-t(V-0L1)-(CF#Hf4 Yx (-AA-ZL— I., 15dia.--em
over 21 feet All
3. GENERAL,
2 a Steel reinforcement shall be per Standard Drawing No. 2-D[71.
-Bars E
2 "C/ Steel to concrete surface, end clearance, shall be I i inches.
Valley type Invert,shown by dashed line in Section, required
V when connector pipe is aligned to end wall of a catch basin.
I #j bars For the design of catch basins with a V -depth exceeding
I X1 elp"
80"l C_ 12 feet, see the required structural plans.
td I y
Z0r$
11
WALL AND FLOOR $TEEL SECTION 2
CATCH 6ASIN 6CW-sr RC'ENENT—"w"&e-Ark-R THAN 14
_1 Bar$— C_
SUPERSEDES drawing of some number dated July 1952
#46ors 4t-
__ - I .-Ill Barso
F I 'I! Where reqy
.1 kt�_-10 dia. ___P_t I I
i V
FLOOR REINFORCEMENT SECTION 2
REVISIONS
MARK 0AT9 OESCRIPTION
V(// )
No I Desorlp�ionil REV I S I ONE�� cl-ry
A^OPRaVAL PA716F ARg0M2VA1_ 4_3.4715
SIOE a END
r�o-
t
WALL STEEL
Vi,cl)(Iill
BARS G
FIMSE IL "RECORD DRAWwro
4
6
3 6"
STORM DRAIN PLANS
TRACT No. 13750
DETAIL SHEET
Soale':
Z
el<2
4 -- ----
5 A6
8
12
/0
M1'4%3r-[-r-Z31 t-tJUP41 T
FLOOD CONTROL DISTRICT
V1
2 CATCH BASIN
REINFORCEMENT
Bars 6
QWH
No I Desorlp�ionil REV I S I ONE�� cl-ry
A^OPRaVAL PA716F ARg0M2VA1_ 4_3.4715
C I TY OF FONTANA CAL I FORN I A
J. Ft KAM ASSOCUffESo INCe
AMUS'r 094P&T
PUBLIC WORKS DEPARTMENT
FIMSE IL "RECORD DRAWwro
APP16 L *4co.
Drawn byt
STORM DRAIN PLANS
TRACT No. 13750
DETAIL SHEET
Soale':
Z
el<2
CIVIL ENGINEERS, ST UCTURAL ENGINEERS,
LAND PLANNE &SURVEYORS
15892 PASA NA AVENUE
TUSTIN, CALIFORNIA 92680 (714) 130-57.41
A$$ I C-41 04jpyjV
Date
_L
Bars G
:Chooked bys
�5
rqlmggjk
APPROVED NY 11�
Dw9 No.
I CV79
E) I
I
GRATING BASIN REMFORCE
SCALE
DATi__T_
MWAG. NO. 2 - D 17 2
C W.H.
NONE
I_
15 1 ,8
---__ISHEIET
oe
CATCH BAO/A/ R_4=www1A/�,=-0,
CeA4L=w,w Al r
t
IN
PLANS PREPARED UNDER THE DIRECTION OFi
No I Desorlp�ionil REV I S I ONE�� cl-ry
A^OPRaVAL PA716F ARg0M2VA1_ 4_3.4715
C I TY OF FONTANA CAL I FORN I A
J. Ft KAM ASSOCUffESo INCe
AMUS'r 094P&T
PUBLIC WORKS DEPARTMENT
FIMSE IL "RECORD DRAWwro
Drawn byt
STORM DRAIN PLANS
TRACT No. 13750
DETAIL SHEET
Soale':
Z
el<2
CIVIL ENGINEERS, ST UCTURAL ENGINEERS,
LAND PLANNE &SURVEYORS
15892 PASA NA AVENUE
TUSTIN, CALIFORNIA 92680 (714) 130-57.41
Designed bys
Date
:Chooked bys
�5
A P P r 0 V a d
0-4@4j;�7 _6F 4vl" CITY ENGINEER R 4 0 4 E. 2&Z6
Dw9 No.
I CV79
E) I
I
4
T
4