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�� Tuesday, June I7th., 1930. <br />NEW YORK CENTRAL RAILROAD COMPAIrf <br />(West of Buffs-16 <br />Illinois Division <br />Proposed Grade Separation <br />Walnut Street <br />South Bend, Indiana. <br />Specifications and estimate of cost of all vrork in connection with <br />the alteration and elevation of the tracks of the New York Central Eailroad Company <br />( Illinois Division) and the Grand Trunk Western Railroad Company, and the construction <br />of a subway at their intersect ion.with Walnut Street; except pavement, sidewalks, <br />dra-inage and appm ches, 'in compliance with Declaratory Resolution passed April I5th. <br />I930, requiring the filing. of plans, specifications and estimates under Modified <br />Resolution No.5. <br />The work to be done is indicated on the following plans: - <br />General Plan, Scale I" equals 501, dated May 249 1930. <br />General Bridge Plan, No.B-927I, dated June 2, 1930. P.1, June II,I930. <br />The work included in plans, specifications and estim<_tes prepared <br />by New York Central Rai lr oa d C ompa ny is as follows: <br />At the intersection of Walnut Street with the tracks of the New <br />York Central Railroad Company (Illinois Division) and the Grand Trunk Western Rail- <br />road Company, the tracks shall be raised nine (9) inches and the surface of Walnut <br />Street shall be depressed nine and ninety-five one -hundredths (9.95) feet below the <br />average level of said street at the ends of the existing pppmach grades as now main-- <br />twined; said depression at the lowest point shall not be lower than elevation forty- <br />eight and sixty six one hundredths (48.66) as expressed in the City of South Bend <br />datum and e levati on one hundred, thirty-three and eighty-seven one -hundredths (133.87) <br />as expressed in N. Y. C. R. R. datum. Bridge for eight tracks to be I-beam encased <br />in concrete supported on concrete- abutments at the street lines and concrete piers <br />at the curb lines providing 30 feet between curbs and two I5 foot sidewalk spaces, <br />with a minimum und-erelearance of 12 feet. Angle of crossing 66 261 43".. <br />Farris Street shall be closed to traffic across the tracks and <br />rights -of -way of the New York Central Railroad Company (Illinois Division) and the <br />Grand Trunk western Railroad Company. <br />The cost of all work included. in N. Y. C. R . R . estimate to be <br />divided and borne 35% by the City of South Bend and 65o by the New York Central Rail- <br />road Company and the Grand Trunk Western Railroad Company. <br />Estimate of cost of work to be done by the Railroad Companies is <br />as follows: <br />Grad ing <br />Embankmen 400 CY 0 $1.25 5.00 <br />Subway exc a on RW IO , I00 CY 0 I.25 128625. <br />Bridge Work <br />Conc. abut. piers <br />& Wings I2760 CY <br />a <br />17.00 <br />$29 9920 <br />Foundation excavation <br />I9260 CY <br />02.00 <br />22520. <br />Reinforced Cone`_ <br />bents 162 CY <br />0 <br />21.00 <br />39402. <br />Concrete slap 923 CY <br />0 <br />26.00 <br />239998. <br />Reinforcing Steel II50000 1bs <br />® <br />0.06 <br />69900. <br />Structural Steel 486 Tons <br />0 <br />I30.00 <br />63,I80. <br />Waterproofing 89900 SF <br />Q <br />.60 <br />5,340. <br />Drainage <br />29700, <br />Handrail 135 LF <br />a <br />8.00 <br />I2080. <br />Panel faced forms 5,100 SF <br />a <br />.50 <br />29550. <br />Work Train Service <br />20200. <br />4 Temporary bridges 560 IF <br />C <br />40.00 <br />220400._ <br />Track Works <br />Take up and retay track on <br />Temporary bridges 560 LF <br />a <br />.90 <br />504. <br />Sake up&relay track on <br />perme-neny bridges I1I20 L.F. <br />0 <br />4.50 <br />I,680. <br />Raise & surface track 7,700 IF <br />0 <br />2.00 <br />I59400. <br />Temporary c ros sove rs 2 ea <br />1600.00 <br />32200. <br />Ballast, rock I1700 CY <br />C <br />2.20 <br />30740. <br />Ballast, gravel I,I00 CY <br />a <br />I.00 <br />I,1100. <br />Ties' 400 ea <br />C <br />2.15 <br />860. <br />Fastenings 11120 LF <br />@ <br />.30 <br />336. <br />Telephone & Telepra ph line charges <br />Remmve Crossing plank, build right <br />of <br />way fence <br />etc <br />Engr. Inspection Watchmen, Insurance <br />'etc <br />Total. <br />Office of Asst. Chief Eng. <br />Cleveland Ohio, <br />June 3 , I930 . <br />0139125. <br />I66$190. <br />269820. <br />500. <br />160. <br />206,795. <br />4I .'205. <br />248,000. <br />• <br />• <br />L' <br />0 <br />• <br />• <br />