Mayor of South Amboy v. Pennsylvania Railroad

73 A. 852, 76 N.J. Eq. 57, 1909 N.J. Ch. LEXIS 59
CourtNew Jersey Court of Chancery
DecidedJune 1, 1909
StatusPublished

This text of 73 A. 852 (Mayor of South Amboy v. Pennsylvania Railroad) is published on Counsel Stack Legal Research, covering New Jersey Court of Chancery primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Mayor of South Amboy v. Pennsylvania Railroad, 73 A. 852, 76 N.J. Eq. 57, 1909 N.J. Ch. LEXIS 59 (N.J. Ct. App. 1909).

Opinion

Stevenson, Y. C.

The object of the bill is to effect a change of conditions of inconvenience and danger which are alleged to exist in the borough of South Amboy at that part of the public highway known as [59]*59Eidgefield avenue, where the railroad of the defendants crosses the same. The bill purports to exhibit the statutory equitable action to compel the specific performance of the duties imposed by law upon 'the defendants with respect to this crossing provided by section 29 of the General Bailroad act of 1903. P. L. 1&08 p. 660.

The important physical facts which constitute the grievances which the complainants assert on behalf of the traveling public are as follows:

The defendant the Pennsylvania Eailroad Company, which is operating the railroad constructed under the charter of the Camden and Amboy Company, and its predecessors in title and possession, have gradually multiplied parallel tracks extending across Eidgefield avenue until there are seventeen in number, and the section of the highway covered over by these tracks has come to measure two hundred and sixty-five feet. The Camden and Amboy charter was passed in the year 1830 (P. L. 1880 p. 88), so that the first track must have been constructed at some time after that date. Por a period following this first construction the proofs show that a passageway over the railroad was made and maintained by the operating company, which passageway was sufficiently wide to enable two vehicles going in opposite directions to pass each other at every point. At a later period, whether after raising the grade of the track of the railway company or not does not distinctly appear, the highway was passed through the embankment of the company and under the rails of its track. The railway company thereupon, at first, perhaps by means of timber, and soon afterwards, at any rate, by means of stone walls or abutments, carried its rails over the highway. The passageway thus provided for the public seems to have been reasonably sufficient for all the purposes of travel during that early period. I do not think that it is necessary to go back of this condition which was established and apparently accepted by the traveling public about fifty years ago or more. The stone walls were fourteen feet apart, and perhaps twenty-five or thirty feet in length. They encroached upon the highway to an extent hereinafter considered. The space between the rails was not planked over. There is no indication that the passageway was [60]*60inconvenient from lack of light or adequate drainage. The character of the adjacent lands and the infrequent use of the highway probably made the passageway amply sufficient for all the purposes of travel in that day.

One ancient witness testified that vehicles did not undertake to pass each other between these walls, but that the driver of a vehicle could readily look ahead through the passageway, and if two vehicles happened to meet at the passageway, which no doubt was an infrequent occurrence, one would wait for the other. From the condition of reasonable convenience and safety above described, a steady change in the direction of inconvenience and danger lias been caused by the increase of travel on the road and by the operations of the railway company in widening its embankment and adding line after line of parallel tracks. The stone walls have been extended in order to sustain these lines of rails. When the walls had attained a considerable distance it appears to have become evident to the operators of the railway that some provision must be made for permitting vehicles to pass each other in what had become a tunnel. The railway company had not only extended the walls but had laid planking between the rails so that the highway passed through a rectangular tube of which the bottom apparently was the roadbed, the sides were the parallel stone walls, and the top consisted of the girders upon which the rails were laid and the planking which closed the intervening space. A turnout, therefore, was constructed, with a row of pillars or supports in the centre, the stone walls being made to recede from each other in a curved line. The stone walls, however, at the end of the turnout were brought together to about the same distance from each other as that which separated them at the start, viz., about fourteen feet. When the last tracks at the extreme southeasterly side of the right of way of the railroad company were laid, it seemed to be recognized by the operators of the railroad that an indefinite extension of this huge dark pipe through which the highway ran would not be advisable, and accordingly the side walls were made to recede, forming a flare. Along one side of the entire passageway runs a sidewalk two feet and five inches wide, leaving only eleven feet and seven inches for the roadway for vehicles.

[61]*61The grade of the highway when the railroad was constructed . across it ascended toward the east from a point at or near the location of the first track or tracks. As the tracks were multiplied and the passageway or tunnel under them was extended toward the east, the grade of the highway was changed presumably because of the necessity for maintaining all the railroad tracks on substantially one plane or grade. The result was to lower the grade of the highway at least for a considerable distance under some, and probably many, of the more easterly tracks, and to make the ascent up a hill from the easterly end of the crossing more steep. There is direct testimony to this effect.

When the railroad track or tracks were first carried over the highway, it may be that the natural ancient grade of the highway was not in any way changed. It may also be that the girders or other supports upon which the rails were laid were high enough above the grade of the 'highway to afford sufficient headway for all sorts of vehicles which were customarily used in that locality. However this may be, the evidence, I think, establishes, beyond all question, that under the conditions which now exist and which may have been caused by the construction of these parallel railway tracks in recent times, the highway now has insufficient headway for the convenient passage of the higher kinds of vehicles.

It is unnecessary more particularly to describe the conditions at this crossing of the defendant’s railway over Bidgefield avenue as they exist to-day. These conditions create a constant inconvenience and danger to the public, as has been amply proved. The passageway is so dark that the borough of South Amboy has assumed the burden of lighting the same with artificial lights. In times of heavy rains large quantities of water and sand are carried down into one of the open ends of the tunnel and render for a time the roadway impassable, there being apparently no provision for lateral drainage through the walls. After the water has sunk into the soil the sand remains obstructing the highway and the public authorities are put to expense in removing the same.

The theory of the bill is that the duty of changing these inconvenient and dangerous conditions is imposed by law upon the [62]*62• defendant railway corporation, and that the court of chancery, in the exercise of the jurisdiction created by section 29 of the General Railroad act, can compel the specific performance of this duty.

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Bluebook (online)
73 A. 852, 76 N.J. Eq. 57, 1909 N.J. Ch. LEXIS 59, Counsel Stack Legal Research, https://law.counselstack.com/opinion/mayor-of-south-amboy-v-pennsylvania-railroad-njch-1909.