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Reclamation Bond Dimensions and Construction Quantities <br />Culvert Construction Quantity Summary: <br />Culverts to Construct: <br /> <br /> <br /> <br />tructure Name Design <br /> <br />Peak <br /> <br />Discharge <br />(CFS)?" <br />Culvert <br /> <br />Length° <br /> <br />:. <br />FT) <br /> <br />Diameter <br /> <br />(IN) Minimum <br /> <br />-Recommended <br /> <br />Headwater, <br />:(f T) <br /> <br />' <br />Comment <br />C1-10 5.06 35 12 3 Construct new culvert <br />C1-11 1.11 125 12 1 Construct new culvert <br />C2-1313 29.56 70 30 3.5 Replace existing 24" culvert with 30" <br />C5-1 82.36 1041 48 4.5 Construct new culvert <br />C5-2 21.52 65 24 3.5 Construct new culvert <br />C5-3 21.46 87 24 3.5 Construct new culvert <br />C5-5 21.39 55 24 3.5 Construct new culvert <br />C5-6 60.83 359 42 4 Construct new culvert <br />CCW-5 0.92 79 12 1 Construct new culvert <br />Culverts to Remove: <br />Structure:Name Diameter (IN) Comment <br />C1-513 42 Remove lower portion; salvage for C5-6 <br />C1-5C 42 Remove; salvage for C5-6 <br />C2R-1 2-36 Remove with associated sediment trap <br />C2R-2 2-36 Remove with associated sediment trap <br />C2-1313 24 half Remove art of C2-1313 and convert to D2-13 <br />C1-1A 18 Removal associated with D1-3 rework and FW-2 conversion <br />MAD 30 Removal associated with D1-3 rework and FW-2 conversion <br />CIA E 24 Removal associated with D1-3 rework and FW-2 conversion <br />Pond MB-5E: <br />Excavation: Cut = 15,900 c.y., Fill = 13,700 c.y. <br />Embankment surfacing: 2,100 t. Roadbase <br />East fill over pipe: Fill= 1,900 c.y. <br />Emergency spillway riprap: 200 c.y. <br />Outfall structure: 54" CMP = 244 Lf., %$" Y-connection, 54" T-connection, 12" CMP = <br />30 Lf., ladders 20' 12" canal gate, 8'x8'x12" reinforced concrete base <br />Junction box: 6" reinforced concrete 6'x6'x6'