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1. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO
HIM
..................................................
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6"
MIN.
NEENAH R-3405
FINISHED GRADE OR EQUAL
TC;i E PLA T E
1i NS "I'D
0 ""1 - F R END �_-ECT10t�
N07L J P
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T
SLOPE AS SHOWN
.... ..... ....
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..... .. .....
W E
36mx36" OPENING
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AS REQUIRED.
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#8 STONE OR #2 STONE
SECTION91A9119A19
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1. STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO
EITHER PRECAST BOX OR INLET WALL TOUCHED BY A
SKEW/CORNER CONNECTION UNLESS SUFFICIENT BOX INLET
WALL AREA REMAINS ON EACH SIDE OF THE CONNECTING
PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST
BOX.
2. A MAXIMUM OF TWO (2) SKEW/CORNER CONNECTIONS WILL
BE ALLOWED FOR EACH PRECAST BOX INLET.
3. REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS
REQUIRED
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CITY OF CARMEL STANQA?DS STANDARD
................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ DRAWING
TYPICAL. WAL DETAILS 1 0:-- 27
INCREASE REINFORCING IN CAP
TO ACCOUNT FOR DOUBLE OPENING
6
MI
N.
PLAN VIEW
DOUBLE INLET STRUCTURE
5
(NO SCALE)
4
2
1
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8 sa
INSTALL FILTER FABRIC ON
PERNETER OF TRIENICH AND
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CONSTRUCTION PLANS -DATED
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CITY OF CARMEL STANQA?DS STANDARD
................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ DRAWING
TYPICAL. WAL DETAILS 1 0:-- 27
INCREASE REINFORCING IN CAP
TO ACCOUNT FOR DOUBLE OPENING
6
MI
N.
PLAN VIEW
DOUBLE INLET STRUCTURE
5
(NO SCALE)
4
2
1
. ........
8 sa
INSTALL FILTER FABRIC ON
PERNETER OF TRIENICH AND
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#8 WASHIM Al=, W
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CONSTRUCTION PLANS -DATED
CD
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