Evelyn Building Corp. v. City of New York

178 N.E. 771, 257 N.Y. 501, 1931 N.Y. LEXIS 887
CourtNew York Court of Appeals
DecidedNovember 24, 1931
StatusPublished
Cited by32 cases

This text of 178 N.E. 771 (Evelyn Building Corp. v. City of New York) is published on Counsel Stack Legal Research, covering New York Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Evelyn Building Corp. v. City of New York, 178 N.E. 771, 257 N.Y. 501, 1931 N.Y. LEXIS 887 (N.Y. 1931).

Opinion

Hubbs, J.

This is an action for an injunction to restrain a continuing trespass upon plaintiff’s real property, to compel its restoration to its former condition and for damages. At the commencement of the action the city of New York was the sole defendant. Subsequently, the construction corporation was brought in as a party pursuant to subdivision 2 of section 193 of the Civil Practice Act, upon motion of the city, so that in the event of a recovery by the plaintiff the city might have a judgment over against the construction corporation under an indemnity clause in its contract with the city.

The city was engaged in constructing a subway railroad under the surface of St. Nicholas avenue in front of plaintiff’s real property. The work was being done by the defendant construction corporation (hereinafter referred to as the contractor) under a contract entered into between it and the city, acting through the Board of Transportation (hereinafter called the Board).

On May 24, 1928, when the subway had been excavated to a depth of sixty feet in front of plaintiff’s premises, a rock slide occurred which precipitated the front of plaintiff’s premises for a distance of 130 feet, comprising a square foot area of 1,760 feet, into the subway. It was wedge shaped, varying in width at the surface from 7 to 22 feet, and 60 feet deep. The slide occurred by reason of the excavation, which removed the lateral support from the rock and caused it to slip into the subway. At the place where the slide started there was a mud seam in the rock.

*508 Without securing from plaintiff a right so to do, the engineers of the Board directed the contractor to erect piers on plaintiff’s land according to plans prepared therefor by the Board. In accordance with such instructions, the contractor constructed on plaintiff’s land eight concrete buttresses, 3 feet in width, extending from the face of the rock to the face of the subway, a distance varying from 8 to 15 feet and extending up, on an average, from the subgrade of the subway to within about 24| feet of the surface. A pier 3 feet square was constructed on the top of each buttress. These piers averaged about 9 feet in height. The average distance of the top of the piers from the surface of the street was about 15% feet. The buttresses were from 10 to 15 feet apart and the intervening space was filled.

It has been found that the buttresses and piers are permanent structures and that they were erected in order to secure the work and safeguard the subway structure as completed.” Testimony was introduced to the effect that the owner of the land contemplated the erection of an apartment house thereon; also that the slide would make it necessary to excavate to a depth of sixty feet in order to secure a safe and sufficient foundation for such a building, whereas, if the slide had not occurred, it would have only been necessary to excavate ten feet of top soil down to the rock, which would have constituted a safe and secure foundation. There was also testimony to the effect that the presence of the piers would interfere with the use of a sub-basement in any building thereafter erected.

The plaintiff sought to recover, as items of damage, the value of the easement of maintaining the buttresses and piers, the value of use and occupation of which he had been deprived, the value of the sub-basement space of which he would be deprived, and the amount of the increased cost of digging for foundations for any building to be erected on the lot. The learned trial court allowed *509 the plaintiff $5,967.50 on account of the easement and $2,500 for the expense of placing I-beams from the top of the piers to make a foundation for the building to be placed on the premises, and disallowed all other claims.

The proper measure of damages which should have been applied is stated in Matter of Rapid Transit Railroad Commissioners (Joralemon Street) (197 N. Y. 81), as follows: “We think that the proper measure of damages is the full value of the fee taken, subject to the public easement of passage, and, both as to naked abutters and those who own the fee, the amount, measured in money, of the physical injuries inflicted and those which with reasonable certainty will be inflicted upon the abutting property by interference with lateral support through the proper construction and operation of the road, including the rental value of the premises during the period, if any, while they are actually untenantable ” (p. 107).

In determining the amount of damages caused by the trespass, the court should have considered the testimony in regard to the various items which go to make up such loss, such as the loss of the use of the property, the necessity of increased expense in excavating for foundations, the loss of sub-basement space on account of the presence of the buttresses and piers, and the value of the easement for maintaining buttresses and piers to be awarded in lieu of a mandatory injunction to remove the same, as it was found as a fact that they could not be removed. Finally, the amount allowed as damages should be the diminution in the market value of the whole property by reason of the injury.

The learned trial court failed to apply the proper measure of damages. It treated the case as one to condemn an easement and awarded damages on that basis, treating the city as the owner from the time of entry, and refused to consider the claim of the plaintiff that he had been deprived of the use of the property.

It also refused to consider the testimony as to increased *510 cost of foundations for a new structure, made necessary by the taking of the easement. It placed its refusal on the ground that the piers could be used as a support for I-beams, which might be used as a foundation and installed at an expense of $2,500, which amount was allowed as an item of damage.

The plaintiff was entitled to recover his loss, if any, because of deprivation of the use of his land up to the time of the trial. It was, therefore, error to treat the city as owner from the date of the slide. (Matter of Rapid Transit Railroad Commissioners [Joralemon Street], supra.)

It was also error to attempt to minimize plaintiff’s damage growing out of the loss of lateral support by assuming that the piers could be used for the purpose of supporting I-beams which might be used as a foundation for a building. The city by removing the lateral support to plaintiff’s land caused plaintiff damage. It cannot escape paying such damage by requiring plaintiff to use the piers in the manner indicated for a foundation to a building.

We do not mean to intimate that the plaintiff’s damage should include all of the items mentioned. Consideration of the testimony offered in regard to them may present questions of fact.

It is urged by the city that it is not liable for the damage resulting from the slide since it was caused by the Board, in which, it alleges, the Rapid Transit Act (Laws 1891, ch. 4, as amended) vests the authority to construct the subway railroad as agent of the State. The act by subdivision 8 of section 23 provides:

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Bluebook (online)
178 N.E. 771, 257 N.Y. 501, 1931 N.Y. LEXIS 887, Counsel Stack Legal Research, https://law.counselstack.com/opinion/evelyn-building-corp-v-city-of-new-york-ny-1931.