City of New York v. McCarthy

171 A.D. 561, 157 N.Y.S. 711, 1916 N.Y. App. Div. LEXIS 5338
CourtAppellate Division of the Supreme Court of the State of New York
DecidedMarch 3, 1916
StatusPublished
Cited by7 cases

This text of 171 A.D. 561 (City of New York v. McCarthy) is published on Counsel Stack Legal Research, covering Appellate Division of the Supreme Court of the State of New York primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
City of New York v. McCarthy, 171 A.D. 561, 157 N.Y.S. 711, 1916 N.Y. App. Div. LEXIS 5338 (N.Y. Ct. App. 1916).

Opinions

Laughlin, J.:

This is an action to recover damages for breaches of covenants with respect to repairing Eivington Street pier, No. 50, on the East river, contained in a lease in writing between the parties made on the 15th day of November, 1901, by which the plaintiff leased to the defendant the pier and the bulkhead between it and the Eivington Street pier north, No. 51, together with the new-made land in the rear of the bulkhead under the jurisdiction of the department of docks and ferries, for the period of ten years from the 1st day of December, 1901, for the annual rental of $2,100. There is no recital in the lease with respect to the condition of the pier at the time the lease was made; nor.does the lease contain the usual provision excepting ordinary wear and damage by the elements from the obliga- • tions of the tenant to make repairs. The tenant covenanted to put, keep and maintain the said wharf property and every part thereof, and the structures thereon or to be erected thereon, or any structures erected under the provisions of this lease, in good and sufficient repair and condition, and that all such repairs during said term shall be done at ” his sole cost, charge and expense.

[563]*563In the next succeeding paragraph the tenant covenants “that he will not at any time make any claim that the said wharf property is not or was not at the time of the commencement of said term in suitable repair or condition for the uses and purposes of this lease.” It is further expressly provided that if the tenant should make default, and should neglect or refuse to make repairs as covenanted by him, for the period of ten days after notice, then the lease should be null and void, and the tenant would pay such damages as the landlord may have sustained, or at its option it might make the repairs and the tenant would pay the full cost and expense thereof on demand, and should have no claim for reduction of rent on account thereof; and it was mutually agreed “ that if by reason of total or partial destruction, through fire, floating ice, collision or the action of' the elements, the wharf property herein-before described shall require to be rebuilt, the same shall be so rebuilt under the direction of the board of docks, in like manner and similar to the wharf property destroyed, by and at the expense of the ” tenant “ and in accordance with plans and specifications submitted to and approved by the board of docks,” In the event of the failure of the tenant “ to perform, keep, do, or observe any or either of the covenants, agreements, promises, things, terms or conditions herein contained on ” his part, it was expressly provided that the landlord, by resolution of the board of docks, might, in its discretion, terminate the lease. The tenant covenanted and agreed that at the termination of the lease as therein provided, or • at the expiration of the term, the wharf property and structures “ shall then be well and sufficiently repaired and in good order and condition.” At the expiration of the period for which the lease was given the tenant surrendered possession.

This was an unshedded pier about 240 feet in length. The deck of the pier was about five feet above mean high water and about nine feet above mean low water, and consisted of planking, known as “sheathing,” three inches in thickness and twelve inches in width, bordered by a row of. timbers, known as “ backing logs,” twelve by twelve inches, and non mooring posts were placed at intervals along either side for the mooring of vessels. It was used for unloading and loading freight, [564]*564which was hauled to and from, the pier by hundreds of trucks daily carrying six or seven-ton loads. After the tenant surrendered possession similar use was continued under the supervision of the department of docks until the month of October, 1912, when it was fenced off preparatory to reconstructing the pier under a contract which the city let to the New York Submarine Contracting Company, and the performance of that contract work occupied the period from October 6, 1912, until January 6 or 8, 1913.

The pier was built in the year 1888 at a cost of $16,049. Its width was not shown. About 200 supporting piles about sixty feet long were driven into the earth four or five feet apart in rows parallel with the shore and about ten feet apart. On the piles along the outer edge of the pier on either side were placed yellow pine timbers, twelve by twelve inches, known as “side caps,” and on these were placed timbers of the same material and dimensions, running crosswise of the pier, known as “cross caps,” and on the cross caps were placed timbers of the same material and dimensions, running lengthwise of the pier, known as “rangers,” some in single and some in double rows, forming nine rows in all, which constituted practically the floor beams of the pier. On the rangers yellow pine planking, four inches by eight inches, known as “decking,” was laid crosswise of the pier, and two or three inches apart, excepting where laid over “ chocking,” where they were closer; and on this was laid the “sheathing,” which has been described. What is known as “vertical sheathing” was placed on the outer end of the pier, and consisted of five by ten-inch timbers attached to the end of the pier in an upright position. In the construction of the pier “bracing” piles were used, and there was also bracing known as “A” bracing and “horizontal” bracing on the supporting piles, and bracing or wedging known as “chocks” or “chocking,” consisting of short timbers placed between the rangers and between the fender piles and under the mooring posts to strengthen their support. When the pier was originally built oak timbers eight inches by twelve inches and fourteen feet long were attached to the outer ends of each row of piles at the sides of the pier, extending from the top of the backing logs down to about two [565]*565feet underwater, to serve as fenders; but at some time prior to the reconstruction work under said contract, additional piles were substituted for the oak timbers for fenders.

From the time the pier was constructed until the year 1890 the city maintained a dump on it. In the year 1890 the pier was leased to the defendant for five years, and it was leased to him again in 1897 for three years, the term expiring in April, 1900, but he continued to use it with the general public until the lease in question was made; and he testified that during this period from the expiration of his former lease until the making of the present lease, no repairs were made, and that he was under no obligation to make any.

The evidence shows that the life of sheathing is from one to four years, decking from ten to twelve years; backing logs from eight to ten years; vertical sheathing ten years; chocks on mooring posts twenty years; supporting and bracing piles from fifteen to twenty-five years; side caps twenty years; ends of cross caps fifteen years; bracing twenty years, and rangers from twenty to twenty-five years.

The further evidence presented by the plaintiff with respect to the condition of the pier relates to its condition in October, 1911, upwards of a month prior to the expiration of the lease, and to its condition when it was closed for repairs some ten months after the expiration of the lease.

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Bluebook (online)
171 A.D. 561, 157 N.Y.S. 711, 1916 N.Y. App. Div. LEXIS 5338, Counsel Stack Legal Research, https://law.counselstack.com/opinion/city-of-new-york-v-mccarthy-nyappdiv-1916.