Hughes v. Railway Co.

39 Ohio St. (N.S.) 461
CourtOhio Supreme Court
DecidedJanuary 15, 1883
StatusPublished

This text of 39 Ohio St. (N.S.) 461 (Hughes v. Railway Co.) is published on Counsel Stack Legal Research, covering Ohio Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Hughes v. Railway Co., 39 Ohio St. (N.S.) 461 (Ohio 1883).

Opinion

McIlvaine, J.

Tne record shows that in the year 1871, the Cincinnati and Springfield Railway Company, having ac: quired a right of way, one hundred feet wide, through the lands of plaintiff and others, entered into a contract with Snell [466]*466Denton & Co., for the construction of its railroad through said premises, as follows:

“ These articles of agreement, made and concluded this 19th day of May, in the year of our Lord, one thousand eight hundred and seventy-one, by and between Nixon Denton, E. II. Williams, Abner Taylor, James Alien, Thomas Snell, James T. Snell, as Snell, Denton & Co., of the first part; and the Cincinnati and Springfield Eailway Company, of the second party
“ Witness: That for and in consideration of the payments and covenants hereinafter mentioned, to be made and performed by said railroad company, the said party of the first part doth hereby covenant and agree to construct and finish, in the most substantial and workmanlike manner, to the satisfaction and acceptance of the engineer of the Cincinnati and Springfield Eailway Company, all the grubbing and clearing, excavation, embankment, on sections number one (1) to twenty four (24), both inclusive, of the Cincinnati and Springfield Eailway, between Cincinnati and Dayton, the said work to be done as described in the following specifications, and agreeably to the directions, from time to time, of the said engineer or his assistants, and finished on or before the first day of February, in the year one thousand eight hundred and seventy-two:
“ Grubbing and clearing. When the surface of the ground on which embankments are to be built, is not more than one (1) foot below the grade line, and in all cases where excavations are to be made, the trees, stumps, and saplings on the entire ground over which excavations will extend, shall be grubbed. All stumps, trees and saplings not required to be grubbed, and standing on ground to be occupied by embankments, shall be chopped down close to the surface of the ground, and so as to be not less than one foot below grade. The entire ground on which embankments or excavations are to be made, and such additional width, not exceeding fifty feet on each side, as the engineer of the railroad may direct, shall be cleared of all trees, logs, brush and other perishable matter, and all fences shall be removed to or beyond the limits of the right of way of the company.' The fences, buildings, tim[467]*467ber and wood on tbe line of tbe railroad are the property of the railroad company or of the land owners, and may be taken down and removed by the owner within a reasonable time, and all such as shall not be so removed shall be cleared off by the contractor and piled up and preserved for the use of the owner, on the direction of the engineer. The contract prices will be understood as covering and including all grubbing and clearing necessary or required at borrowing pits.
“ Earth work. The grading will generally be for a single-track railroad, with excavations twenty-two feet wide at grade line, and embankments sixteen feet wide at grade line, but increased width shall be made for passing places or side-tracks, at such places as the engineer may direct. Grade line is eighteen inches below the bight at which the tops of the cross-ties are to be placed for the railroad track on the grade when finished.
“ Excavation, will include all cuttings for the road-bed, for ditches and drains, for changing turnpike or common roads- and channels of streams and all other cuttings necessary to or connected with the railroad, and which shall be directed by the engineer. Excavation will be measured in the prism of the road-bed while the material is in place. Material wasted after being excavated, and not placed in embankments, will be' paid for as excavation only. Excavations will be of such width and depth, and with side slopes of such inclination as the engineer may direct. Earth taken from roadway excavations, and hauled three hundred feet and less, and placed into roadway embankments, will be estimated as excavations only, and for all earth from roadway excavations, hauled three hundred feet and over, and placed into roadway embankments, the contracts will specify the price to be paid per cubic yard for each one hundred feet haul over three hundred feet, in addition to the price for roadway excavations; but no other measurements or allowance will be made for roadway embankments made from earth taken from roadway excavations. Earth from roadway excavations to be hauled into embankments, as far as the engineer directs, not exceeding two thousand feet. In all cases where earth from roadway excavations is wasted or carried into spoil bank, a space of three feet must be left between the [468]*468top slope of tlie excavations and such spoil banks, and the earth so wasted must be so placed, and spoil banks so formed as to slope backward from the road-bed excavation in such manner as the engineer shall direct, and so as to carry all surface water from the road-bed. Earth from roadway excavations, wasted or carried into spoil banks, will be estimated as excavations only, and no allowance will be made for haul. Rock excavations will be fourteen feet in width at grade, with such side slopes as the engineer shall direct. All rock taken from the cuts shall be piled up along side of cuts, as directed by the engineer, and be the property of the railway company.
“ Excavations will be classified as solid rock, loose rock, and earth excavations.
Solid rock excavation, will include all sand rock or lime rock which may be found in place, or which, if not so found, shall be in masses or blocks, each containing over one cubic yard; and also, all the interlying stratified date between the different strata or limestone in place.
“Loose-rock excavation, will include all detached rocks containing over one cubic foot each.
“ Earth excavation, will include all material which does not specifically belong to rock excavation.
“ Embankments for' road-bed of railroad, for common roads, road-crossings, bridge-approaches, guard-banks, and embankments of whatsoever kind required to construct, or for whatsoever purpose incidental to or connected with the construction of the railroad, and which may be required by the engineer in charge, shall be built at his direction. Embankments shall, as far as practicable, be built of the material taken from the cuts. They shall be commenced at bottom of full width, and carried up with the required slope. The form and dimensions of embankments shall conform to the stakes and directions of the engineer, and embankments which will be required about masonry shall be built at such time, and in such manner, and of such material, as the engineer shall direct. Embankments shall be built of such bight and width as will, in the opinion of the engineer, leave them of full size when they shall have become fully settled and compact. Embank-[469]*469merits made from borrowed earth will be measured in the prism of the road-bed, and in no case, unless specially directed by the chief engineer, will boi-rowpits be measured. Borrowed earth to form embankments will be taken from such place as may be selected by the engineer, and the excavation made in,, borrow pits shall be so shaped and worked as not to unnecessarily injure or disfigure the lands on which they are made..

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Bluebook (online)
39 Ohio St. (N.S.) 461, Counsel Stack Legal Research, https://law.counselstack.com/opinion/hughes-v-railway-co-ohio-1883.