Gillette v. Healy Subway Construction Corp.

67 N.E.2d 887, 329 Ill. App. 263, 1946 Ill. App. LEXIS 319
CourtAppellate Court of Illinois
DecidedJune 26, 1946
DocketGen. No. 43,241
StatusPublished

This text of 67 N.E.2d 887 (Gillette v. Healy Subway Construction Corp.) is published on Counsel Stack Legal Research, covering Appellate Court of Illinois primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Gillette v. Healy Subway Construction Corp., 67 N.E.2d 887, 329 Ill. App. 263, 1946 Ill. App. LEXIS 319 (Ill. Ct. App. 1946).

Opinion

Mr. Justice Lewe

delivered the opinion of the court.

This is an action, under sec. 13 of hrt. 2 of the Illinois Constitution, to recover moneys alleged to have been expended by the plaintiffs for the construction of caissons, and taking of other protective measures in and about their building, occasioned by the construction of subway tunnels by the defendant City of Chicago. On motion of plaintiffs, defendants other than the City of Chicago were dismissed out of the case. There were two trials before the court apd a jury. On the first trial the jury disagreed, and on the second trial it returned a verdict in favor of the plaintiff in the sum of $34,133.38, on which judgment was entered. Defendant’s motions for a directed verdict and for a new trial were overruled, and defendant appeals.

Plaintiffs are the owners of a 14-story, basement and attic structure located at the southwpst corner of Madison and Dearborn streets in the City of Chicago, commonly known as the Hartford Building. Prior to 1940, eight steel columns, supporting the east wall of the building, rested on what are known as spread or floating foundations. These foundations consisted of concrete mats nine feet wide and thirteen feet long upon which were placed railroad rails spaced at regular intervals, and steel I-beams. On top of the I-beams was a cast iron plate which held the bottom of each column in position.

On November 3,1938, the city council of the City of Chicago adopted an ordinance for the construction of an initial system of subways. Afterwards, on August 22, and again on August 26,1939, plaintiff received notices in writing from the city of its intention to commence the construction of a subway along Dear-born street adjacent to plaintiffs’ building. Upon receipt of these notices from the city, plaintiffs employed Holabird & Eoot, an architectural and engineering firm in the City of Chicago, to advise them regarding the probable effect upon plaintiffs’ building of the construction of the subway tubes in Dearborn street, and whether protective measures were necessary. After a survey of the building and its foundations, Holabird & Eoot recommended to plaintiffs that each column of the building along Dearborn street be supported by a caisson four feet in diameter which would extend through the soft clay to hard pan, a distance of 60 or 65 feet, for the reason that the floating foundations would tilt or settle, thus causing damage to the entire east wall of the building. It appears that the west tube of the subway in Dearborn street was less than 10 feet below the bottom of the floating foundations which supported the steel columns of plaintiffs’ building, and at its nearest point the excavation was 8% feet from the - edges of the floating foundations.

The gist of the complaint and the amendments thereto is, in substance, that the subway tunnels were to be installed close to and a considerable distance below the bottoms of the Hartford Building spread footings; that the footings were underlaid by compressible clay capable of flowing laterally, which would be disturbed by the subway tunnel construction; and that upon the recommendation and advice of the architects and engineers the caissons were installed.

Defendant City of Chicago in its answer admits that it notified plaintiffs of its intention to construct a subway along Dearborn street; that notice was given plaintiffs well in advance of the commencement of the construction of the subway tunnels so that plaintiffs might take such steps as they deemed necessary with respect to their premises. Further answering, it denies that any of the work in connection with the construction of the double tube bore or three mezzanine stations, or any other work, was intrinsically dangerous, or otherwise dangerous, to the Hartford Building, or to the lives or property of any of the tenants thereof, or that it was under any duty or obligation whatsoever to shore, or otherwise protect, plaintiffs’ property. Defendant’s answer admits that the caissons were installed but avers that installation of the caissons was not reasonably necessary in or for the protection of plaintiffs’ property from any alleged damage due to the construction of the subway; that the benefits to the property described in the complaint, created by the construction of the subway, enhanced the value of the property to an extent equal to or greater than the aggregate amount of any and all expenditures, if any, made or to be made necessary, prudently or advisedly, in connection with the protection or repair of said building, and that the property described in the plaintiffs’ complaint has not been damaged for public use.

Plaintiffs’ replication alleged that no benefit to the property of plaintiffs was derived by the construction of said subway, nor was the property enhanced in value in any amount, but that, on the contrary, it has been damaged by the construction of the subway tube.

From the pleadings it appears that the issues of fact raised were, first, whether the expenditures by the plaintiffs in and for the protection of the building were reasonably necessary; second, whether plaintiffs’ property was specially benefited by construction and operation of the subway system.

Defendant’s first contention is that the trial court erred in excluding certain testimony of the defendant’s witness Frank A. Randall. The record discloses that Randall testified in substance as follows: that he was graduated from the University of Illinois in 1905 with a degree of B.S. in civil engineering, engineering; that afterwards he practiced his profession continuously; that he constructed hospitals, schools, churches, factory and office buildings in the City of Chicago and various other places in the United States; that from 1938 to the time of these proceedings he had been consulting structural engineer for the subway, making preliminary studies for the subway and appraisals of buildings that were condemned along the route of the subway; that he had charge of digging approximately a thousand caisson excavations in the City of Chicago from the Y. M. C. A. Hotel at 9th and Wabash on the south to the Victor Lawson Y. M. C. A. at Chicago avenue and Dearborn street on the north, and from the lake front to the Cook County hospital on the west; that the soil conditions are the same throughout the area; that the soil to Chicago Datum, which is fourteen or fifteen feet below the pavement level, is a fill of various kinds consisting of sand and rubbish and is not a natural soil; that below the fill there is a layer of clay about six feet in thickness on which the foundations of all the buildings in Chicago, including the Hartford Building, were placed; that in his opinion the soil immediately under the footings of the Hartford Building was capable of carrying 5,000 pounds per square foot. On direct examination of the witness, defendant’s counsel propounded the following question: “Have you an opinion, based upon your knowledge of the soil conditions and of the type of construction of the Hartford Building, and having in mind the shield method of construction of the subway, have you an opinion whether shoring or underpinning measures were necessary during the construction of the subway?” The trial court sustained plaintiffs’ objection to the question on the ground that it was an invasion of the province of the jury. Afterwards an offer of proof was made by defendant, incorporating substantially the same question, to which the witness replied that in his opinion no shoring or underpinning was necessary.

Free access — add to your briefcase to read the full text and ask questions with AI

Related

The People v. Gould
178 N.E. 133 (Illinois Supreme Court, 1931)
Metropolitan West Side Elevated Railway Co. v. Stickney
37 N.E. 1098 (Illinois Supreme Court, 1894)
Keefe v. Armour & Co.
101 N.E. 252 (Illinois Supreme Court, 1913)
Brand v. Union Elevated Railroad
258 Ill. 133 (Illinois Supreme Court, 1913)
Fellows-Kimbrough v. Chicago City Railway Co.
272 Ill. 71 (Illinois Supreme Court, 1916)
People v. Paisley
123 N.E. 573 (Illinois Supreme Court, 1919)

Cite This Page — Counsel Stack

Bluebook (online)
67 N.E.2d 887, 329 Ill. App. 263, 1946 Ill. App. LEXIS 319, Counsel Stack Legal Research, https://law.counselstack.com/opinion/gillette-v-healy-subway-construction-corp-illappct-1946.