Loading...
HomeMy WebLinkAbout234.20SMOOTH VERTICAL BARS HOOK CLAMI CNCHOREI TO C.B. RISEI LOWER STEEL BAND 4' x 4" WIDE FORMED TO FIT ON GROVE OF C.B. RISER W4" DIA. SMOOTH ROUND BARS WELDED EQUALLY SPACED. BARS SHALL BE WELDED TO UPPER & LOWER BANDS (24 BANDS EVENLY SPACED SEE NOTE 1) TYPE 2 CB C.B. RISER ®ETAIL HOOK CLAMP NTS SECTION A—A NTS STANDARD GALVANIZED STEPS OR LADDER NOTES: 1. Dimensions are for illustration on 54" diameter CB. For different diameter CB's adjust to maintain 45°angle on "vertical" bars and 7" o.c. maximum spacing of bars around lower steel band. 2. Metal parts must be corrosion resistant; steel bars must be galvanized. The use of steel is prefer. 3. This debris barrier is also recommended for use on the inlet to roadway cross -culverts with high potential for debris collection (except on type 2 streams) 4. This debris barrier is for use outside of road right-of-way only. For debris cages within road right-of-way + + PUBLIC WORKS OVERFLOW STRUCTURE STD. PLAN - 234.20 DEPARTMENT MARCH 2008 15° (typ) see note 1 m 4" DIAMETER SMOOTH 4 hook clamps evenly Z BARS EQUALLY SPACED placed see detail below 3: 0 (4" O.C. MAX.) A Z A Provide maintenance access by welding 4 crossbars to 4 vertical bars as shown. Hinge upper ends with flanges/ bolts and provide locking mechanism (padlock) on lower end. Locate steps directly below. PLAN VIEW NTS SMOOTH VERTICAL BARS HOOK CLAMI CNCHOREI TO C.B. RISEI LOWER STEEL BAND 4' x 4" WIDE FORMED TO FIT ON GROVE OF C.B. RISER W4" DIA. SMOOTH ROUND BARS WELDED EQUALLY SPACED. BARS SHALL BE WELDED TO UPPER & LOWER BANDS (24 BANDS EVENLY SPACED SEE NOTE 1) TYPE 2 CB C.B. RISER ®ETAIL HOOK CLAMP NTS SECTION A—A NTS STANDARD GALVANIZED STEPS OR LADDER NOTES: 1. Dimensions are for illustration on 54" diameter CB. For different diameter CB's adjust to maintain 45°angle on "vertical" bars and 7" o.c. maximum spacing of bars around lower steel band. 2. Metal parts must be corrosion resistant; steel bars must be galvanized. The use of steel is prefer. 3. This debris barrier is also recommended for use on the inlet to roadway cross -culverts with high potential for debris collection (except on type 2 streams) 4. This debris barrier is for use outside of road right-of-way only. For debris cages within road right-of-way + + PUBLIC WORKS OVERFLOW STRUCTURE STD. PLAN - 234.20 DEPARTMENT MARCH 2008