Schell v. Town of German Flats

54 Misc. 445, 104 N.Y.S. 116
CourtNew York Supreme Court
DecidedMay 15, 1907
StatusPublished
Cited by3 cases

This text of 54 Misc. 445 (Schell v. Town of German Flats) is published on Counsel Stack Legal Research, covering New York Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Schell v. Town of German Flats, 54 Misc. 445, 104 N.Y.S. 116 (N.Y. Super. Ct. 1907).

Opinion

Rogers, J.

At the close of the evidence, the defendant moved for a nonsuit, specifying various 'grounds.

The determination of the motion was reserved until after the verdict, pursuant to section 1187 of the Code of Civil Procedure. The verdict was for the plaintiff.

The structure on which the plaintiff received the injury complained of was within the bounds of the village of Mohawk, which is within the town of German Flats.

The defendant contends that, being within the village, the town cannot be held liable for want of repair, because the Village Law makes the corporation a special road commissioner district. Village Law, § 112.

By reference to the statute, it will be seen that the control of bridges continues with the commissioner of highways of the town in which the bridge is situated, unless the village itself shall have assumed a whole, or part of, such expense, a condition not shown to exist here.

The plaintiff’s contention is that the place of the acci[447]*447dent was a “ bridge ” within the meaning of the statute and, therefore, under the jurisdiction of the highway commissioner of the town.

This structure occupies a place between a bridge crossing the Mohawk river and a bridge crossing the Erie canal, thereby making a continuous roadway running north and south. It is built across low lands, covered with running water when the river overflows its banks; and, at nearly if not quite all other times, water stands upon the lands thus crossed in pools of greater or less depth and number.

The structure is of masonry, having perpendicular walls on either side, rising twelve to fifteen feet from the ground below, with five arches of twelve feet span. At the top the roadway is of dirt and gravel, the surface of which is slightly above the coping of the walls on either side and practically on a level with the floors of the canal and river bridges. Its width, all told, is about forty-one feet; and on each side is a railing, about three feet from the outer edge, leaving a space within the railings for travel, thirty-five feet.

From the canal bridge to the river bridge is a distance of 479 feet. This, it seems to me, constitutes a “bridge” within the meaning of the statute. 5 Cyc. 1052; Whitall v. Freeholders, etc., 40 N. J. 302, 305.

The term “ bridge ” includes not only the structure spanning the chasm over which it is located, but also the approaches, by which access to the bridge is obtained; such approaches being as much a part of the bridge as the bridge itself. Commonwealth v. Inhabitants of Deerfield, 88 Mass. 449, 455; Rex v. Inhabitants, etc., 7 East, 588, 598; Whitcher v. Summerville, 138 Mass. 454; Carpenter v. City of Cohoes, 5 Wkly. Dig. 227; 81 N. Y. 21.

It may be added that, while the evidence does not satisfactorily show when the bridge was built, it seems to have been before the village was created. It does appear that the town authorities have made repairs since the formation of the village. The liability, therefore, if any, must be placed upon the town rather than the village.

The westerly side of the bridge has a substantial iron [448]*448rail, nearly thirty inches in height. On the easterly side wooden posts have been set to which is affixed a narrow board or plank, the lower edge slightly below the surface of the dirt road and the top coming two or three inches above the surface.

At about eighteen inches above this plank are nailed 2x4 string-pieces the entire length of the structure.

The evidence shows that, some months before the happening of the accident, one of the rails, covering a space of about twelve feet in length, that had been nailed at either end to a post and to one in the middle, disappeared. This was not far from the center of the bridge and was immediately over one of the arches.

The absence of this rail is the defect complained of which is alleged to have caused the plaintiff’s injury.

As has been stated, the roadway between the railings is about thirty-five feet It is nearly level, hard, and at the time of the accident it was smooth, except for the deposit of some gravel at the canal bridge end which was not in such quantity as to interrupt traffic.

On the easterly side, but substantially on the same level as the part used by wagons, was a smooth path three or four feet wide, much frequented by bicycle riders and footmen and called a cycle path, although any part of the road, not temporarily obstructed, could be and frequently was traversed by wheelmen.

The road was much traveled, both by teams, pedestrians and wheelmen, particularly in the early morning and late in the afternoon — by people going to or from their work at near by factories.

On the morning of the sixth of October, the plaintiff, as was his custom, started to cross the bridge from the north. He was in the company of and riding behind another wheelman. They were moving along the easterly edge of the bridge and, when nearly opposite the point from which the rail had disappeared, overtook three pedestrians traveling in the same direction, gave them warning of the approach, and two of the three persons walking stepped to the right and one to the left. The leading [449]*449wheelman passed when one of the two, who had stepped to the right, returned to the center of the path, not appreciating that another wheel was coming. A collision occurred; the plaintiff was thrown from his wheel over the side of the wall, where he caught on the coping stones with his hands and momentarily held himself suspended, but soon let go his hold and fell to the bottom, some twelve or fifteen feet, receiving serious injuries, which resulted in the amputation of one of his legs at a point midway between his knee and ankle.

The defendant contends that the absence of the rail was not a defect; that it was not the proximate cause of the accident; that the accident was not one to be foreseen; and lastly that the plaintiff was guilty of contributory negligence.

Whether the evidence in a particular case discloses sufficient to justify a submission of the question of negligence to a jury, because of want of proper guard or railing upon a bridge or its approach, is not always easy to determine.

Ho two cases are precisely alike and hence it has been said that the action of negligence is sui generis, so that each must stand for and by itself, aided, however, by such precedents as may be applicable.

That the failure to maintain a barrier in certain specific instances was not actionable neglect has been held in Lane v. Town of Hancock, 142 N. Y. 510; Smith v. Village of Henderson, 54 App. Div. 28; Glasier v. Town of Hebron, 131 N. Y. 447; Sutphen v. Town of Forth Hempstead, 80 Hun, 410; Young v. Town of Macomb, 11 App. Div. 481.

On the other hand, that evidence was sufficient to go to the jury was held in Maxim v. Town of Champion, 50 Hun, 88; affd., 98 N. Y. 625; Coney v. Town of Gilboa, 55 App. Div. 111; Bryant v. Town of Randolph, 133 N. Y. 70; Wood v. Town of Gilboa, 76 Hun, 175; Ivory v. Town of Deer Park, 116 N. Y. 476; Pelky v. Town of Saranac, 67 App. Div. 337; Fox v. Union Turnpike Co., 59 id. 363; Bums v. City of Yonkers, 83 Hun, 211; Hol [450]*450comb v. Town of Champion, 36 N. Y. St. Repr. 759; affd., 128 N. Y. 599; Roblee v. Town of Indian Lake, 11 App. Div. 439; Kirnan v. Mayor, 14 id. 156.

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54 Misc. 445, 104 N.Y.S. 116, Counsel Stack Legal Research, https://law.counselstack.com/opinion/schell-v-town-of-german-flats-nysupct-1907.