HomeMy Public PortalAbout382476N
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SEE
DETAIL
5"
SEE
GRID
DETAIL
10'
J 12-1 /4" 412-1 /4" F 3/4" 1 "R.
°°9-[
1---11+10" 10" I 1' 4'--1 7
1"COVER FOR LONG BARS
- SECTION H-H -
3-1 /2"
G
3 1/2"
.j SEE GRID
1-- DETAIL
2-1 /2'—I I--- 2-1 /2"
PLAN
2' 8"
SEE DETAIL J
(R.
7
1"COVER FOR LONG BARS.
- SECTION G-G -
NOTES:
1) THE DOWELED INLET STONE SHALL
BE USED AT ALL LOCATIONS.
2) 5000 P.S.I. CONCRETE REQUIRED.
2—#5 BAR J
1"]
I1 'DIA.
TOP OF STONE
1-5/8" COVER
Iii'
i_3/4"DIA.
-DETAILJ- - #5BARJ-
AT HOLE FOR DOWEL BAR ANCHOR
GRID DETAIL,
1 Ih --I —1"
8 1
,.4 ±1-1/2"
REINFORCED CONCRETE STONE REINFORCED CONCRETE STONE
STANDARD STREET INLET AND FOR ADDITIONAL UNITS
MAIN UNIT OF MULTIPLE UNIT INLET OF MULTIPLE UNIT INLET
L
OUTER WALL OF
INLET BARREL =
FACE OF CLASS
"A" CONCRETE
- PLAN -
L
FILL SOLIDLY WITH
CEMENT MORTAR
L�
t4
CLASS "A"
CONCRETE
- SECTION L-L -
5 8"0 x 1'-0"
DOWEL
STANDARD INLET STONE DOWEL
2—#5 BARS
1"
45°
8"
4'-6"
3' 2"
2'-8"
REINFORCED CONCRETE SILL FOR
STANDARD STREET INLET & MULTIPLE INLET
OMIT BRICK MASONRY AS SHOWN 1 5 8"0 x 1' 0" 1 1/4"
L
AT TIME OF SETTING INLET STONE.
FILL SPACE SOLIDLY WITH CLASS } 4"
"A" CONC., SET STONE, INSERT T o z
DOWEL IN SOFT CONC., FILL DOWEL 8"
HOLE SOLIDLY WITH MORTAR. j
t.
CLASS "A"
CONCRETE
1/2'' -I----1' 10' 1/2"
- PLAN - - SECTION K-K - - SIDE ELEVATION - - FRONT ELEVATION -
MULTIPLE INLET STONE DOWEL CONCRETE BLOCK MULTIPLE INLET