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NOTES
P oownslreom gro/e Aw k2 1. DESIGNATI . ON:
c,9 lovo`10,7 Ile A
Catch Basin No. 6 shall be CASE A with one grote,unless otherwise shown
-.-Oowsls, per Detail
4-1 Anchor, Pei, Dwg. an the general plan.
2. GRATI NOSt
.9 1 No. 2-61232
11 Adoitional gratings may be specified as required. Gratings and support assemblies
are to be positioned as required by Std. Dwgs. 2-D248 and 2-D415.
B
B Y 3. CONNEQTOR PIPE�:
___Nj
Pipe may be on any alignment around the wulls of the main basin chamber
Reint per Owq. No. �-D?32 F4 0 W
1�5-fe,oper VW9.
+ as shown on the general pion. Pipe shall be trimmed to the final shape and
Anchor A f b
k-kf r length before the placement of concrete.
No 096 and
6rote 'Vo��4�
It _T C- 4 C ON QR E T E 1 De sign , fca 3 0 00 psi compressive s trengt h at 28 do ys.
4 'radius Floor of the' basin shall slope from all walls to the outlet and shall be given
-41,
-7 00,
41 ea. side a steel -troweled finish surface. Street -side walls of the basin sholl' be
C)
Z
L tar
poured to the elevation of the adjacent local depression or street surface.
i:� -reame anchor bolls
Curvature of the sill and side walls at the gutter opening shall be formed
by
at end wal) on1v
iONTF LL n 0
WA ti per Dwg Ro,�-D227 curved forms; and all exposed edges or corners and concrete to metal rame
edges shall be given 1/4 radius edger finish. Surface of all exposed concrete
A DETAIL OF END sholl conform in slope grade,color,and finish to the existing , or proposed,
WALL curb and walk adjacent to the basin.
+ 5. REINFORCEMENT: (Standard Drawing No. 2-D171
STRUCTURAL PLAN Top -Slab -As required On the Structural Plan. Walls and Floor -As required
by Standard Drawing No. 2-DI72.
6. DIMENSIONS: Curb Face at the catch basin opening shall be as required by
It
plate and opening Per Std. Dwgs. Nos. 2-D248 and 2-D415 or qs shown on the general plan
9. No 2-o232 bz 4'-6,,or as shown on the general plan. H= 0 inches when no L. D. is used.
Cz 2'-1 3/s"for one grating; add S-5-3/4"for each additional grating.
less
tu6 inches if Vz5'-O"or k8inches if V;:5�- I"or more.
V= 4�6"or as shown a
III -Frame 0�d Orating $ n lthe,.general plan to V a S-4", minimum.
Center Support S = 4'-0", CASE A 1 '-6 CASE B,W-C+S.
Assembly per 0
Wg per Owg. Mo. 2-D227 NJ bosill
11 . Yzvoriable to 2�4",moximum.
No. 2-D227— t Ancho/ Bolls d 0_1�_ 6 7 STEPS: (Standard Drawing No. 2-D96).
6 ".radius- V to S-O"(Incl.), place one step 12 inches obtive the floor of the basin.
v over S- 0", place steps at 12 -Inch Intervals from the floor of the basin
I -Face Plate Opening and Support with the top step at 12 inches (minimum) below the top of the grate.
Lt B I Boll per Dwq. No. 2-D232 Construct steps on front wall when connector pipe is a - ligned to downstream
Y ehd wall.
--Protection Bar per Dwg. No. 2-DI75.
—jfstreel or
CFI -H D surface
-:39
;.A. J Supersedes Yra.. 6 of the some number dated
LO
S ANGELES COUNTY
and 6roling
FLOOD CONTROL DISTRICT
1per Dwg. No. �-0,027
S ECTION B,— B 2"—
CATCH BASIN N0.6
3 bars, 4 reqa
b 811
PLAN,SECTION
DRAWN GY outlet DETAILS
RCVISION$ $lope to
H. L. H. MARK DATE DESCRIPTION
CHICK16 my 6-25-0 Added note ItteommtHoco my A 11A CCO MIN010 my
H, r- Tei __ e&.,l A?.,
0, W. AS9-T eHltr 090-UIY INOINCIA
DETAIL OF DOWEL
Ij- ) III ! DIV1610"
t APPROVED BY
Subgrade --Alternate connections
optional-' B—o-i per. Dwg No. 2-0224
-"to my SECTION A—A SCALE DATE DWG. NO. 2 D 10 9
�W. H. -15 -'6 SHEET OF
NONE 8
CA rCH BA 611V IVO. 16
ESS/
?ATR/
C-0 C) _V
No. 22015
Up. 9-30-89
C , V `l\_
U 010
NO TE S
L !�oi�lqblq Variable Varia Y -O" 1. DESIGNATION:
D
L
r
___Tj — . — -I
(As reWtT! iAs reqht by no. of
IF-
Local depression for Catch Basin, No. 4 and No. 7 shall be CASE A unless
/8"
10,
5
10
bas1nS)
__,04"
- -W
56
--7-
715
otherwise shown on the general plan.
Ito
8
151
A—"
/U
.5el.
L
/0".
A6O A'
Local depre.ssion for Catch Basin No. 6 shall be CASE 8 unless otherwise.
66
115
ELOk
'-Point A Poin I Point 9:1
shown on the general plan.
Opening Opening
propo sed
2. CONCRETE' Design 'f z3,000 psi compressive strength at 28 days with a
c'
I
�pro/q
r L/r__ Orade for 6rales
Sir Ora.
I curb and gutter
minimum required thickness of 8 inches.
local ;hall to the
The street -side edges of the deOehion co�form existing street
surface or to elevations shown on the general plan.
I tgrade
3. DIMENSIONS: CASE$ A a C (unless otherwise shown)
Ses Note 2
Entrance Reach
f
\$eq Nole 2
Points A and 8 shall be set at 2 inches below the existing gutter grade.
D
(at on 0- 617SW
Point C shall be set with the some rise as -the grating. See Section D -D
D
L
r
12"
IF-
J4
/8"
10,
5
10
6
__,04"
- -W
56
--7-
715
8"
Ito
8
151
A—"
/U
.5el.
15'
/0".
A6O A'
/ 7-5
66
115
,NO r4c
A concreto collcr is reqwed whore the change in grade dxcwds
0 /0 ft. Per too/.
2 Where p1pes ot dIfterent diansters ire JW7ed w1th a cowel'a
collar, I oad r shall be those of //V lwger #P0. 0 zo, of 0
uimension,Ljs related to Ihe number at groles.
P L A N No. of groles, I
_Ittj No. of grote� . L(ft.)
3 10
(See Ow!v No. 2 -DIOX— CASE A 2 9 4 11
0:- 4'-0" and K - N -O"
S variable
_7_+� AT_ CASE 8 (unless otherwise shown
s reqbl by no. of grates) I
Points A and B shall be set at 4 inches betlow the existing gutter grade. M
O.j)
r - — — — — - K - 3�0" -, L z 6�0" , 0 12 Inches ; P - 12 inches (S:1 4'-0"), P*18inches(Ssll' L 4 4?
CF 0 -1 4�0" (for dimension S see Standard Drawing No. 2-_DI09
Points M and N sholl be on a straight grade,and on the street cross- slope.
-2(
It 4 4. GENERAL: C W
420—
Point A Polnt,61 Point 8 For special details governing the construction of the local depression on a
vertical curve see the general plan.
61 16 -exist Of' proposed Where no curb exisl1s, the durb,Jace (C.F ), shal I be 8 inches unless otherwise
d, L I
I curb and guiter' shown on the general plan. Such curbs shall be constructed to the ends of
1 0 U! - Z-Pall7l N I
-due- Lifltf __—%,_I_P0in1 U I the local depresslon,and thecurb section shall conform to that of the
L I �, i I
controlling agency.
Entrance A ?och I Exit Reach es Note _P
New Cr Exist
P L A N
Pipe
CASE tj
'IF 41
6w
-i- street surface D
L L
Supersedes draw ated i
CF ing of the some number d
3-0 1 111 ` t- I - � C. F
'Top of e p 1. 1958,
LO"
curb LOS ANGELES COUNTY
FLOOD CONTROL DISTRICT
-Point A
I -Point 6 PoInt A -.I 4
L ocol Depression LO V . .4'
ht for �21 ight Situ I
surface ��r_a�qk_t _,�a - — _V1 -
LOCAL DEPRESSION
I grade grade I Grating grade groo's
-4
Point C kE)rlsf. or proposed NO.,
D PoInt C-1 I
SECTION D -D lei straighi 7 curb and gulter
REVISION - S FOR GRATING 4012 -
L
D.W. H. MARK DATE DESCRIPTION D "te 2 CATCH BASIN
A PRO/� C 0-�.r�otq,ny
A
PI A KI z- /--- . ;��
U W
410 7 CHItir Deputy ImaiNglit
01SIGNE0 my CASE I f C 11 APPROVED BY
04`1�N I C Ft r APPROVAL RECOIAMENOCO BY
G. J. P �Fr
3 Fa, #Ptg kw ffia? 66 " a special collof ploa is re0japd.
4 For p1pe vzo not hsted use next size krW
5. 070 reinforcing an Apes 24 'landless 1h dhwneter ond on a//
Abas where aWle A is less ffion /0!
6. Wh" reiVorc:47.9 is rvqikod the aa-netor of /he ckcukr ties -s�,
sholl be D * (2 x wo// INckne ss ) -t- 8.'
7. When DI is equal to cr less than Qe 0 jM inverts and when 4
Is gireater than 0,e, join soffits
0 may a M119 p1pal Concrete PIPids Ot raWorced
concrete p1pe, or asbestos cemont pip*.
9 Not to be used tor a sire change on ffie moin1h7e.
REVISIONS
WAIIX DAY$
4 -
LOS ANGELES.COUN;v
Ic
FLOOD CONTROIL, DIST ICT
CONCRETE COLLAR
FOR PIPES 12 INCWS
T1,1ROUGH 66 INCHFS
Cut— to M, SCALE DATE
I DWG. NO. 2-D248
I ee.- , , "., . 0*� ,
W H. NONE 5-15- SHFrT OF CWH.. ____ . .11. 1 4
AL19 jC)E0Aj6.
Assy C"iff ofPury ENGINC "C"Wea*48 &V t sc E
IL---- J_
LOS ANGE4 ($ COUNry ft 000 CONTROL MYRiCT NON C 1962,,...,.
L OCA L C)46PR 46!6_0 101V A/0* B
COAICRaTE COL.LAR
-REVISIONq
No -t Doeoription:
A Pt** (20k
P US-.PREPAR D UNDER THE DIRECTION OFi
A-
DOWI-M-0 LINE "M -M`/
-4
77
0�
'A
CITY OF FONTANA CALIFORNIA-
AAPAQ0YA 4 Z?A 7
R KAPP & &"bt im
-0044.,)
PU_BLj C WORKS DEPARTMENT
7
�JW
Drawn byt STORM DRAIN PLANS '900 10 1
CIVIL ENGINEERS MAL tN91_ __" -_ � A"
STRUCTILI NEER$,
[AND PLAFNERS & SURVEYORS TRACT No. 13750
15892 PASA094A AVIINUE
TUSTIN, CALIFORNIA 92680 (714) �00 -
75,757 Designed bys Datot
DETAIL- SHEET
%
Cheoked bys
Appr
_jA/745,Q' CITY ENGINEER R X. E 44 f 26