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PSA - Railroad Improvements Olive St. Reconstruction, Phase II Proj No. 114-064 – Norfolk Southern Railway Co.
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PSA - Railroad Improvements Olive St. Reconstruction, Phase II Proj No. 114-064 – Norfolk Southern Railway Co.
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11/23/2021 4:18:54 PM
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Board of Public Works
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Contracts
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11/23/2021
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<br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />90' Cross Slope Transition 90' Cross Slope Transition <br /> <br /> <br />30' <br />< 3" Drop <br /> <br />+96.86 , 19.0' <br /> 719.23 <br /> <br /> <br /> <br />15' <br />30' <br />< 3" Drop <br /> <br />New Railroad Crossing Gate <br />(By Others) <br /> <br /> <br /> <br />+16.76 , 19.0' <br />718.60 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Line "A" <br />N00°15'34"W <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />Line "PR-A" <br />N00°15'34"W <br /> <br /> <br />+50 , 19.0' <br />718.81 <br /> <br /> <br /> <br /> <br /> <br /> <br />Olive St. <br /> <br /> <br />+75 , 19.0' <br />719.05 <br /> <br /> <br />+89.22 , 19.0' <br />719.17 <br />+96.86 , 5.0' <br />719.26 <br /> <br />+91.86 , 5.0' <br />719.14 <br /> <br /> <br />+91.86 , 5.0' <br />719.14 <br />+96.86 , 5.0' <br /> <br /> <br />+06.76 , 19.0' <br />719.30 <br /> <br />+06.76 , 5.0' <br />719.30 <br /> <br /> <br /> <br /> <br /> <br />+06.76 , 5.0' <br />719.30 <br /> <br /> <br /> <br /> <br /> <br />+36.76 , 5.0' <br />719.25 <br /> <br /> <br />+36.76 , 19.0' <br />719.25 <br />+40 , 5.0' <br />719.22 <br /> <br /> <br /> <br /> <br /> <br />+36.76 , 5.0' <br />719.25 <br /> <br />+54.17 , 19.0' <br />719.06 <br />+50 , 19.0' <br />719.11 <br />+50 , 4.3' <br />719.15 <br /> <br /> <br /> <br /> <br /> <br />+50 , 5.0' <br />719.15 <br /> <br />+75 , 18.9' <br />718.81 <br /> <br />+75 , 2.7' <br />718.97 <br /> <br /> <br /> <br /> <br /> <br />+75 , 5.0' <br />718.97 <br /> <br />+00 , 18.9' <br />718.51 <br /> <br /> <br /> <br />+00 , 1.1' <br />718.79 <br /> <br /> <br /> <br />+00 , 5.0' <br />718.79 <br /> <br />+26.76 , 18.9' <br />718.25 <br /> <br /> <br /> <br /> <br />+26.76 , 0.7' <br />718.96 <br /> <br /> <br />+26.76 , 5.0' <br />718.57 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />+45 , 1.9' <br />718.43 <br /> <br /> <br />+45 , 5.0' <br />718.37 <br />+16.76 , 19.0' <br />718.61 <br /> <br />+50 , 19.0' <br />718.83 <br /> <br />+75 , 19.0' <br />719.09 <br /> <br /> <br /> <br /> <br /> <br />719.88 <br /> <br /> <br /> <br /> <br />720.00 <br />719.26 <br />+96.86 , 19.0' <br />719.25 <br /> <br /> <br />719.40 <br />4.75% <br />5.95% <br />719.40 10' <br /> <br /> <br /> <br /> <br />719.30 <br /> <br />0.70% <br /> <br /> <br />1.50% <br />15' <br /> <br />+06.76 , 19.0' <br />719.30 <br /> <br /> <br />15' <br /> <br />0.40% <br /> <br />1.35% <br /> <br />719.18 <br /> <br /> <br /> <br /> <br />15' <br /> <br />0.81% <br /> <br />1.77% <br /> <br />719.13 <br />+36.76 , 19.0' <br />719.25 <br /> <br /> <br />719.25 <br />0.70% <br /> <br /> <br />1.50% <br /> <br />15' <br />+50 , 19.0' <br />719.15 <br /> <br />10' <br />719.36 <br /> <br /> <br /> <br /> <br />719.35 <br /> <br />+55 , 19.1' <br />719.07 <br /> <br /> <br />719.71 <br /> <br /> <br /> <br /> <br />719.82 <br /> <br /> <br />+75 , 21.2' <br />718.77 <br />Olive St. <br />+00 , 23.9' <br />718.38 <br /> <br />+20 , 26.0' <br />718.16 <br /> <br /> <br /> <br /> <br />718.86 <br /> <br />718.93 <br /> <br /> <br /> <br /> <br />+26.76 , 26.0' <br />718.13 <br /> <br /> <br /> <br />New Railroad Crossing Gate <br />(By Others) <br />Fence Gate, Path Barrier System <br />(See Details) <br /> <br /> <br />Match Rail Elevation <br />719.35± <br />CL of Track <br />Norfolk Southern <br />Railway Company <br />INTERSECTION DETAIL <br />Scale: 1" = 10' <br />Fence Gate, Path Barrier System <br />(See Details) <br /> <br /> <br /> <br /> <br /> <br /> <br />Line "PR-A" to be constructed. <br />All R/W described from Line "A". <br />All topography described from Line "A". <br /> <br /> <br /> <br /> <br />6'-0" <br />Transition <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />CURB TRANSITION DETAIL <br />Scale: 12" = 1'-0" <br />15'-0" <br />From Rail <br /> <br /> <br /> <br />Paving Exception <br /> <br />LEGEND: <br /> D-1 Contraction Joint <br /> Longitudinal Joint <br /> Isolation Joint <br /> <br /> <br />NOTES: <br /> <br />1. Existing railroad crossing and signals within 15 ft. of the centerline of <br />the track will be removed by Norfolk Southern Railway Company or <br />their contractor. <br /> <br />2. Construction of the proposed railroad crossing and signals will be by <br />Norfolk Southern Railway Company or their contractor. <br /> <br /> <br />RECOMMENDED <br />FOR APPROVAL <br />DESIGN ENGINEER DATE 0'-6" 0'-8" +16.76 Normal Crown 0'-1" Ex. Norfolk Southern Railway Company R/W 8' 6.5' 1.50% 0.00% 1.50% 4.25' 1.50% 4.25' 8' 6.5' 0.00% 1.50% +26.76 Normal Crown 5' Ex. Norfolk Southern Railway Company R/W Ex. Norfolk Southern Railway Company R/W EXHIBIT B
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