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rbe following into~metion Is intended to show the relative costs of development under this scheme versus other options and <br />s bas~l on the consultants expe~ence. Actual costs may be higher er lower than the~e preliminary estimates. Estimates <br />ire not based on substantial engineering surveys and data which may later reveal obstacles or possible savings in cost. <br /> <br />tern Description Estimated Units Unit Totar <br /> Quantity Price <br /> <br /> I New boat ramps with trailer parking and fishing piers <br /> 2 Renovate ex}sting boat ramps adding piers and parking <br /> 3 C43nstcuct new RV campgrounds w/concrete pads; <br /> utility pedestals: paved roadways; bath house <br /> 4 Constr~ct new primitive camp area: restrooms <br /> 5 Pave existing gravel South Shot? Park roads <br /> 6 Clear hike/bike/equestrian trails; bridges and culverts <br /> signage; leveling. <br /> 7 Construct flew park roads 22' wide; asphalt surfaced <br /> stgnage; drainage and clearing <br /> 8 Clear and pave asphalt parking areas for trail heads <br /> 9 Cabling: barriers; posts and gates <br />10 Rustic playground structures and su~'aclng <br />11 Group picnic shelters en concrete pads; tables and <br /> cook tops; sea prep and cleating: paved w~lk~vays <br />12 Rustic amphitheater and stage <br />13 Park signage, lighting and landscaping for entry <br />14 Initial clearing and brush management, allowance <br />15 Turkey re-population; wildlife management startup; <br /> duck boxes; signage; and related activities; allowance <br /> <br />Subtotal Option 2 construction costs: <br />Su~eying, engineering, layout <br />Contingency <br />Total improvements Option 2 <br /> <br />Minimal Off-site Road improvements: <br /> <br />CR 32900; widen and re-surface <br />Lake Crook Road; widen and re-surface <br />NW 19th Street, widen and re-surface <br /> <br />Road improvements do not include acquisition of ROW; <br />assume shoulder widening and overlay of ~11 width. <br />No curb and gutter; minimal repairs to existing pavement; <br />Use drainage structures already in place; <br /> <br />2 L$ 9000O $ 180,000 <br />2 LS 40000 80,000 <br />1 LS 400000 400,000 <br /> <br />ILS 1000(X) 100,000 <br />17500 I.t. 48 840,000 <br />7.75 miles 7500 58,125 <br /> <br />12700 I.t. 80 1,O16,000 <br /> <br />7500 s.y. 30 225.000 <br />IL$ 60000 COO,000 <br />2 ea. 60000 120,0(30 <br /> <br />4 ea. 50000 200.000 <br />1 ea. 200(X30 200.000 <br />ILS 400O0 <br />ILS 100000 100,COD <br /> <br />t L$ 80000 80.000 <br /> <br />369913 <br /> <br />1.3 m~les 200000 $ <br />1 .g rniles 250000 $ 475.000 <br />1.7 miles 200000 $ 3~0.000 <br /> <br /> <br />