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<br />Cost <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Description of Proposed Improvements: <br /> <br />Sheet l2 <br /> <br />Estimated Cost of Proposed Improvements: Sheet 12 (Reaches A & B Combined) <br /> <br />Item Description <br /> <br />A 6'xlO' box culvert is recommended under Harlan Street, to <br />replace the existing 5'x9.2' culvert which is too high for the <br />proposed channel west of Harlan. Between station 66+90 and <br />Harlan Street, it is recommended that a concrete channel with <br />vertical walls be constructed. This channel would carry both <br />the Dry Gulch and the North Dry Gulch flows which combine at <br />Harlan. Although the channel in this reach has been filled and <br />replaced with a 60-inch pipe, the re-opening of the channel should <br />be pursued. <br /> <br />CONSTRUCTION <br /> <br /> <br />6' x 10' Box Culvert <br /> <br /> <br />Asphalt over Box Culvert <br /> <br /> <br />Inlets <br /> <br />Inlet Pipe <br /> <br /> <br />Asphalt over Inlet Pipe <br /> <br /> <br />Concrete Channel <br /> <br /> <br />Excavation <br /> <br /> <br />Fence <br /> <br />Energy Dissipator <br /> <br />Excavation for Open Channel <br /> <br /> <br />Concrete Low Flow Channel <br /> <br /> <br />Gabion Slope Protection <br /> <br /> <br />Filter <br /> <br /> <br />Maintenance Roadway <br /> <br /> <br />Drop Structures <br /> <br /> <br />Construction Sub-total <br />15% Engineering <br />10% contingGDCies <br />Total Construction <br /> <br />A concrete energy dissipator is proposed at the end of the <br />concrete channel to "re-introduce" the flow to natural channel <br /> <br />conditions. <br /> <br />Downstream from station 67+00, a natural channel along the <br /> <br /> <br />present alignment is planned. The channel is steep, with steep <br /> <br /> <br />side-slopes, requiring drop structures to reduce the lOO-year <br /> <br /> <br />velocity to below 7.5 feet per second. The new channel side- <br /> <br /> <br />slopes would vary from grass-lined 4:l to concrete or gab ion <br /> <br /> <br />lined 2:l as shown, depending upon the present setting. The <br /> <br /> <br />maintenance access road would serve the additional purpose of a <br /> <br /> <br />hiker-biker trail. The improvements east of station 67+00 could <br /> <br /> <br />be considered of low priority, since no structures lie within <br /> <br /> <br />flooded outlines, and since the existing channel appears reason- <br /> <br /> <br />ably free from erosion damage. <br /> <br />LAND ACQUISITION <br />Right-of-way Acquisition <br /> <br />Land Acquisition Sub-total <br />10% Contingencies <br />5% Legal <br />Total Land Acquisition <br /> <br />TOTAL COST <br /> <br />Sheet 12 Costs in Each Reach <br /> <br /> <br />Reach A (Denver) <br /> <br /> <br />Reach A (Lakcwood) <br /> <br /> <br />Reach B (Lakewood) <br /> <br />Quantity <br /> <br />190 <br />40 <br />2 <br />60 <br />60 <br />1,100 <br />6,500 <br />1,400 <br />1 <br />15,650 <br />225 <br />2,700 <br />700 <br />2,850 <br />4 <br /> <br />1.04 <br />3.8 <br /> <br />Total Canst. <br />$ 10,270 <br />$ 640,480 <br />$ 97,850 <br /> <br />Unit <br /> <br />L.F. <br /> <br /> <br />L.F. <br /> <br /> <br />Ea. <br /> <br /> <br />L.F. <br /> <br /> <br />L.F. <br /> <br /> <br />C.Y. <br /> <br />C.Y. <br /> <br /> <br />L.F. <br /> <br /> <br />L.S. <br /> <br /> <br />C.Y. <br /> <br /> <br />C.Y. <br /> <br /> <br />C.Y. <br /> <br />C.Y. <br /> <br /> <br />L.F. <br /> <br /> <br />Ea. <br /> <br />A <br />A <br /> <br />Unit Price <br /> <br />$ 380 <br />30 <br />1,000 <br />30 <br />18 <br />210 <br />2 <br />8 <br />40,000 <br />3 <br />210 <br />22 <br />17 <br />14 <br />5,000 <br /> <br />35,000 <br />15,000 <br /> <br />Land Acquisition <br />$ 2,875 <br />$ 98,900 <br />$ 5,635 <br /> <br />$ 72,200 <br />1,200 <br />2,000 <br />1,800 <br />1,080 <br />231, 000 <br />13,000 <br />11,200 <br />40,000 <br />46,950 <br />47,250 <br />59,400 <br />11,900 <br />39,900 <br />20,000 <br /> <br />$598,880 <br />89,832 <br />59,888 <br />$748,600 <br /> <br />36,400 <br />57,000 <br /> <br />$ 93.400 <br />9,340 <br />4,670 <br />$107,410 <br /> <br />$856,010 <br /> <br />Total <br />$ 13,145 <br />$739,380 <br />$103,485 <br />