Hartshorn v. Illinois Valley Traction Co.

71 N.E. 612, 210 Ill. 609
CourtIllinois Supreme Court
DecidedJune 23, 1904
StatusPublished
Cited by4 cases

This text of 71 N.E. 612 (Hartshorn v. Illinois Valley Traction Co.) is published on Counsel Stack Legal Research, covering Illinois Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Hartshorn v. Illinois Valley Traction Co., 71 N.E. 612, 210 Ill. 609 (Ill. 1904).

Opinion

Mr. Chief Justice Ricks

delivered the opinion of the court:

The appellee, by its affidavits, designates four points where it is claimed the physical difficulties in the proposed upper road route exist. It is first said, that after leaving the Bluff street road and turning north on the road between sections 13 and 14,.a grade as high as eight per cent, near one place, is encountered. The distance that this grade must be maintained is not stated by appellee, but appellants say that such grade only exists for a short space, not exceeding 100 feet, and that the same can be overcome by proper cuts and fills, so that an average grade of three per cent or less can be established between the Bluff street road and the point where it turns east, at the north-east corner of section 12. Appellee also says that along the north line of section 12, for a mile, there is a sustained grade of three per cent. This statement is not supported, but is contradicted by all the profiles, cuts and surveys made of that route. It would require a fall of 158 feet to the mile to produce such a grade, and no such elevation is shown by any plat in evidence. In fact, practically 100 feet is the greatest elevation or the greatest distance between the lowest and highest point between any of the routes.

On the north line of section 7 in Utica township, and near the center of that line, is Crozier creek, which is designated as being about 80 feet deep and from bluff to bluff about 600 feet across. It is simply one of those depressions that is found in hilly countries, with a. waterway cut through the center. Some óf affiants for the appellee state that upon each side of this creek is a grade 1000 feet in length, each declining toward the ravine,— that upon the west side five per cent and that on the east side eight per cent,-—while the actual surveys and the testimony of those who made actual surveys show that the slope on the west side is 300 feet long, with an average grade of 3.8 per cent, and on'the east side of the ravine is 600 feet, with an average grade of five per cent. The bluffs along the line of the highway have been cut down considerably in making the highway, and between the bluffs a grade, said to be about 30 feet high and about 20 to 25 feet wide at the top, has been made for the use of the highway, and appellee says that if its road is constructed along this line the embankment for the highway, being so narrow, will not accommodate the general travel and appellee’s railroad, and that it will be necessary to build a trestle along the side of this embankment 600 feet in length, and, as the affiants for appellee say, 80 feet high. This latter statement, of course, must not be taken literally, but means from the creek to the level of what would be the road might be 80 feet, but no one would believe that there is such space of 600 feet with a depression across it that is 80 feet in depth, and the survey shows otherwise.

The next point, proceeding east, of which complaint is made, is Utica hill, which is located in section 8 and near the town of Utica. It is said of this hill that for 1800 feet there s an average grade of five per cent, and at places it is as much as ten per cent. This statement is absolutely denied by the affiants on behalf of appellants, who state that a road can well be constructed so that the grade will not exceed 5.8 per cent, following the highway, and that by deviating from the highway at a point 200 feet west of the center of section 8, running in a south-easterly course, it is entirely practicable to have a road with an average grade of 3.4 per cent; that to do this will necessitate procuring right of way over private property for 2900 feet; and appellee says that this would be practically as much private ground to be condemned as is sought to be condemned by this proceeding. Following the highway from the point of suggested deviation to the town of Utica the distance is 3133 feet, and by the deviation it would only be 2900 feet, thus avoiding the objectionable grade, and, what is said or claimed to be still more objectionable, short turns along and near the foot of this grade and near the town of Utica.

One other objection is urged by appellee, namely, the grade crossing with the Chicago and Rock Island railroad in the town of Utica. It is said that through this town some eighteen or twenty trains pass a day, not more than eight of which stop at the town, and that those that do not stop go through at a high rate of speed, and that the railroad approaches the town on curves from both sides, so that at the street crossings an approaching train cannot be seen. Appellants reply to this, that other street railroads do cross the same or similar railroad crossings, and that this particular road crosses similar crossings at other points and in other towns, and that while there is danger attendant upon it, it is not such a difficulty as prevents the construction of roads such as appellee’s at such crossings; and further, that as appellee proposes to cross both the railroad and canal on the route selected by it at a point where rock must be blasted and a high bridge maintained, it had' as well adopt the line that deviates at section 8 and continue its road by an overhead bridge across the railroad. A great number of plats have been introduced, and the affidavits of a number of persons on each side, in support of the respective contentions. Appellee offered the affidavits of a number of expert engineers who did not survey the road, and who spoke from information as to elevations that seems to be erroneous. Those testifying on its behalf say that they do not wish to be understood as saying that it is impossible to operate an electric railroad over the upper road, but in view of the hills and grades that are met with and the additional cost of construction and operation, and the damages that result from those conditions in the operation of the road, they do not regard it as practicable, but, on the contrary, altogether impracticable; while those who made the surveys for appellants, and a number of experts who did not make surveys, testify that it is practicable to follow the upper road the entire distance and to construct and operate an electrical road such as appellee proposes. The experts who made affidavits for appellants, who traversed the ground and examined the surveys made, agree that the grade at Utica hill is objectionable from an engineering point of view, because of the steep grade and short radius curve at the foot thereof, but say that if a deviation can be made, as they are informed it can, near Utica hill, and a descent into the town on a grade of three per cent be obtained, it is entirely practicable to construct the road between the two towns over the-upper road route.

As we read these affidavits of the various persons in behalf of appellee, we are impressed with the view that the most objectionable feature to this route, to appellee, is the distance, which is conceded to be 2.45 miles greater than the route it proposes to take. In the minds of those conducting its affairs two ideas seem to be of prime importance: speed and distance. Affiants on the part of appellee say that, ordinarily, it is estimated that the construction of such a road can be made at an average cost of $20,000 a mile, and that to construct this road along the line of the upper road would add to the cost $73,500. This additional cost is very largely made up by the extra distance, on the basis of $20,000 a mile. Of the cost $49,000 would be for the difference in distance, but in this particular matter appellee’s engineer placed the cost at $30,000 a mile, including the necessary trestles and bridges.

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Bluebook (online)
71 N.E. 612, 210 Ill. 609, Counsel Stack Legal Research, https://law.counselstack.com/opinion/hartshorn-v-illinois-valley-traction-co-ill-1904.