HomeMy WebLinkAbout1879-17SIMMONS MENNEN
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r---+t W NOTES
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Iternafe Manhole----------------- ~
2 locations per Dwg, No. 2-D 157- A I I. CONNECTOR PIPE
Locate pipe' at the downstream end of the basin unless
- Dowel per Detail specifically noted otherwise on the general plan.
Pipe shall be trimmed to the final shape and length
6" 1 „ before the placement of the concrete.
I V�. 7 \j 2. CONCRETE
1
Design, fo = 3r000psi compressive strength at 28 days.
Floor of the basin shall slope from all wdlls to the
-
.a I outlet and shall be given osteal- troweled surface
2, _-' -12,1 finish.
6„ — �_ Curvature of the sill and the side walls at the gutter
Dowel-- --, 1 ^ t -p Dowel opening shall be formed by curved forms.
..11 Surfact of all exposed concrete shall conform in
Anchor--- 1 I� '2 II -Anchor grade,
11U II` 1U11 slope, color, and finish -4o --the existing, or
.ul-� - 1 J -u- proposed,curb and walk adjace� to the basin.
�� Cur 3. REINFORCEMENT: ( Std. Dwg No. 2-D 171 )
} 3 Radius--- -- - Top Slab- No. 3 bars spaced as required on the
i•-----=� „ T------ - - � Structural Plan.
FLOW 4 Radius Anchor per 1 �� 11 Walls and Floor -As required b Std. Dwg. No. 2-D 172.
Dwg. No. 2-D232 �< _�� ; 4 Radius q Y 9•
per � " 4. DIMENSIONS:
Reinf. p Radius us Curb face at catch basin opening (Exist. C.F.+H.) shall
Dwg. No. 2-0232 A be as required by Std Dwgs. Nos. 2- D 88, 2-D415 or
as shown on the general plan.
TOP -SLAB - STRUCTURAL PLAN Catch basins for W =10 feet or more shall have a "V"
depth at the upstream endequol to the curb face at
the catch basin plus 12 inches,m but in no case shall
the slope of the floor exceed 311
Std. Frame and Cover W= 14'-011; and b=3'-2°,unless otherwise shown, i
'11 Radius. per Dwg. No. 2-D 156 = I V = 4' -0", unless otherwise shown.
a ���. Anchor- _W -Face Plate and Opening t = 6" if V = 4'- 0" or less. '•
per Dwg. No. 2-0232 t = 8" if V=4'- 1 " to 8'-0". I
_ T t = 10" if V= 8'- I"or more.
*II•, =T • _ 1 5. STEPS Std. Dwg. No. 2-D 96 )
3 bar, 4 req d. N IPE , , „ 1 Street or I ( 9
I- iv ' �� -Dowel i i IF 1 D -- 'Li, L.D. surface I V to 3-0 (incl.) place one step 12 inches above•the
�o �� I floor of the basin.
V over 3'-0" , place steps at 12 -inch intervals from the
I
Dowel -
I .. " Protection Bar and' floor of the basin with the top step at 12 inches,(minimum)
es' 4 4,, -Step per Dwg. No. L �,. Support Bolt per below the top surface of the top slab. '
o' a• 2-D96 and Note 5 �" Dwg. No. 2-0175
DETAIL OF DOWEL Z I _ ' ''-_ and 2- D 232 I LOS ANGELES COUNTY
>1 FLOOD CONTROL DISTRICT
------- T.-.- : ,Alternate connections
— per Dwg. No. 2-D224 CATCH BASIN NO. 3 l
R
�, Supersedes drawing of the same number N� 3 Radius-, I PLAN SECTION
:� doted Aug. 50 •' from II directions 1� ' ' i
11 AND DETAILS
o•�wr [r `--- -r-d- 1
REVISIONS
A.S.H. MARK DATE DESCRIPTION '• _ r I
.• �1 ---- ------ T1
m -1-•71 1e°Illen to Nola 4 -;° c"[c.[o .♦ 2 T
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