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Priority #I: Roadside Hazard Safety Imoravements <br />ESTIMATED COST $690,x,, <br />Guardrail, signs and delineation -$585,150 <br />• Thorp Cemetery Rd has three sections of inadequate railing that requires replacement and <br />curves that need del€neators and/or signs from MP 0.00 to MP 3.02 <br />• Thorp Pralne has two segments selected in the safety plan. One segment has curves that need <br />guardrail, signs and delineators between MP 0.00 to MP Z.O. The other segment has a curve <br />with a steep embankment that may require guardrail along with signs and dellneators between <br />M P 5.77 and MP 7.64 <br />• Lower Peoh Point Rd has steep embankments and two curves In need of guardrail and signs <br />between MP 2.90 and MP 5.03 <br />Salmon La Sac Rd has guardrail, signs and dellneators but a portion of the road is reflecting <br />accident data that Identify the <br />need for additional guardrail, <br />signs and/or delineators between <br />MP 9.0 and MP 10.59 <br />• Westside Rd has a segment <br />between MP 2.14 and MP 3.94 - <br />just outside the current projectthat also has curves and steep <br />embankments that would benefit <br />t <br />• .�.-_.tib:.�,,� <br />�. y�sAne+.ti.TAM <br />uwrrr, <br />ewe.. <br />9 <br />.. <br />JIIA <br />dw <br />Guardrail, signs and delineation -$585,150 <br />• Thorp Cemetery Rd has three sections of inadequate railing that requires replacement and <br />curves that need del€neators and/or signs from MP 0.00 to MP 3.02 <br />• Thorp Pralne has two segments selected in the safety plan. One segment has curves that need <br />guardrail, signs and delineators between MP 0.00 to MP Z.O. The other segment has a curve <br />with a steep embankment that may require guardrail along with signs and dellneators between <br />M P 5.77 and MP 7.64 <br />• Lower Peoh Point Rd has steep embankments and two curves In need of guardrail and signs <br />between MP 2.90 and MP 5.03 <br />Salmon La Sac Rd has guardrail, signs and dellneators but a portion of the road is reflecting <br />accident data that Identify the <br />need for additional guardrail, <br />signs and/or delineators between <br />MP 9.0 and MP 10.59 <br />• Westside Rd has a segment <br />between MP 2.14 and MP 3.94 - <br />just outside the current projectthat also has curves and steep <br />embankments that would benefit <br />