Appendix I. Catalytic Infrastructure Opinions of Probable Cost

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1 Appendix I Catalytic Infrastructure Opinions of Probable Cost

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3 : 6-Lane Bridge (Major Arterial) LEVEL: Planning LENGTH: Linear Feet DATE: January 205 MAJOR BRIDGE CROSSING AT WILSON CREEK Stonebridge Drive CLEARING & REMOVALS ACRE.6 $2,000 $3,200.6 $2,000 $3,200 BANK PROTECTION CU.YD $60 $9, $60 $9,500 SQ.FT. 56,300 $80 $4,504,000 63,056 $90 $5,675,040 LIGHTING L.FT $30 $6,890 $35 $9,705 EROSION L.FT. $0 $5,630 $0 $5,630 QUALITY L.SUM L.SUM $450,000 $450,000 $570,000 $570,000 CONSTRUCTION SURVEYING L.SUM $60,000 $60,000 $60,000 $60,000 TOTAL $5,44,220 $6,438, % $54, % $643,808 $5,658,642 $7,08, % $50, % $640,000 TOTAL DESIGN & Major Arterial Assumptions Lane width (FT) 2' 2' Shoulder width (FT) ' ' Sidewalk width (FT) 6' 2' $6,68,642 $7,72,883 Bridge length assumes that structure only spans /3 the width of the floodplain. Deck width includes one sidewalk and three travel lanes in each direction for and bridges.

4 : 6-Lane Bridge (Major Arterial) LEVEL: Planning LENGTH: 367 Linear Feet DATE: January 205 MAJOR BRIDGE CROSSING AT WILSON CREEK Ridge Road CLEARING & REMOVALS ACRE.0 $2,000 $2,000.0 $2,000 $2,000 BANK PROTECTION CU.YD $60 $9, $60 $9,500 SQ.FT. 36,700 $80 $2,936,000 4,04 $90 $3,699,360 LIGHTING L.FT 367 $30 $, $35 $2,845 EROSION L.FT. 367 $0 $3, $0 $3,670 QUALITY L.SUM $300,000 $300,000 $370,000 $370,000 L.SUM $55,000 $55,000 $55,000 $55,000 CONSTRUCTION SURVEYING L.SUM $40,000 $40,000 $40,000 $40,000 TOTAL $3,367,80 $4,202, % $336,78 0.0% $420,238 $3,703,898 $4,622,63 9.0% $330, % $420,000 TOTAL DESIGN & Major Arterial Assumptions Lane width (FT) 2' 2' Shoulder width (FT) ' ' Sidewalk width (FT) 6' 2' $4,033,898 $5,042,63 Bridge length assumes that structure only spans /3 the width of the floodplain. Deck width includes one sidewalk and three travel lanes in each direction for and bridges.

5 : 6-Lane Bridge (Major Arterial) LEVEL: Planning LENGTH: 800 Linear Feet DATE: January 205 MAJOR BRIDGE CROSSING AT NRCS LAKE 7 Bloomdale Road CLEARING & REMOVALS ACRE 2.2 $2,000 $4, $2,000 $4,400 BANK PROTECTION CU.YD $60 $9, $60 $9,500 SQ.FT. 80,000 $80 $6,400,000 89,600 $90 $8,064,000 LIGHTING L.FT 800 $30 $24, $35 $28,000 EROSION L.FT. 800 $0 $8, $0 $8,000 QUALITY L.SUM $640,000 $640,000 $805,000 $805,000 L.SUM $20,000 $20,000 $20,000 $20,000 CONSTRUCTION SURVEYING L.SUM $80,000 $80,000 $80,000 $80,000 TOTAL $7,295,900 $9,28, % $729, % $92,890 $8,025,490 $0,04, % $720, % $900,000 TOTAL DESIGN & Major Arterial Assumptions Lane width (FT) 2' 2' Shoulder width (FT) ' ' Sidewalk width (FT) 6' 2' $8,745,490 $0,94,790 Bridge length assumes that structure only spans /3 the width of the floodplain. Deck width includes one sidewalk and three travel lanes in each direction for and bridges.

6 : 6-Lane Bridge (Principal Arterial) LEVEL: Planning LENGTH: 930 Linear Feet DATE: January 205 MAJOR BRIDGE CROSSING AT HONEY CREEK Laud Howell Parkway CLEARING & REMOVALS ACRE 2.8 $2,000 $5, $2,000 $5,600 BANK PROTECTION CU.YD $60 $20, $60 $20,400 SQ.FT. 93,000 $80 $7,440,000 04,60 $90 $9,374,400 LIGHTING L.FT 930 $30 $27, $35 $32,550 EROSION L.FT. 930 $0 $9, $0 $9,300 QUALITY L.SUM $750,000 $750,000 $930,000 $930,000 L.SUM $40,000 $40,000 $40,000 $40,000 CONSTRUCTION SURVEYING L.SUM $95,000 $95,000 $95,000 $95,000 TOTAL $8,488,200 $0,607, % $848, % $,060,725 $9,337,020 $,667, % $840, % $,050,000 TOTAL DESIGN & Principal Arterial Assumptions Lane width (FT) 2' 2' Shoulder width (FT) ' ' Sidewalk width (FT) 6' 2' $0,77,020 $2,77,975 Bridge length assumes that structure only spans /3 the width of the floodplain. Deck width includes one sidewalk and three travel lanes in each direction for and bridges.