Boulevard Bridge Bank of Chicago v. City of Chicago

25 N.E.2d 1018, 304 Ill. App. 190, 1940 Ill. App. LEXIS 930
CourtAppellate Court of Illinois
DecidedFebruary 23, 1940
DocketGen. No. 39,498
StatusPublished

This text of 25 N.E.2d 1018 (Boulevard Bridge Bank of Chicago v. City of Chicago) 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
Boulevard Bridge Bank of Chicago v. City of Chicago, 25 N.E.2d 1018, 304 Ill. App. 190, 1940 Ill. App. LEXIS 930 (Ill. Ct. App. 1940).

Opinion

Mr. Justice Scanlan

delivered the opinion of the court.

These consolidated causes were actions for damages to two parcels of improved real estate by reason of the construction of the North Wabash avenue (formerly named Cass street) viaduct. The causes were heard by the court without a jury. In cause No. 536044 judgment was entered in favor of plaintiff in the sum of $25,000. This cause involved damages to the building referred to in the record as the “F” building. In cause No. 536045 judgment was entered in favor of plaintiff in the sum of $45,000. This cause involved damages to the building referred to in the record as the “A” building.

Plaintiff filed a motion in this court to transfer the cause to the Supreme Court. We reserved decision upon this motion until the hearing of the cause. The motion will be denied. (See Grunewald v. City of Chicago, 371 Ill. 528.)

The Chicago and North Western Railway Company owned a right of way, covered by railroad tracks, along the north bank of the Chicago river and from the river north to practically Kinzie street, an east and west highway. The right of way had been there for many years, was part of the main freight line of the railway company, and extended eastward to what is known as Odgen Slip. North of Kinzie street the territory affected by the improvement in question was intersected by three east and west streets: Austin avenue, one block north; Illinois street, two blocks north; and Grand avenue, three blocks north. Plaintiff’s buildings are two warehouses facing south on Austin avenue. One, a 7-story brick building, referred to as “A” building, is situated on the northeast corner of Austin avenue and North Wabash avenue. Its width on Austin avenue is 60 feet, and its length, on North Wabash avenue, is 109 feet. The other, a 6-story brick building, known as “F” building, is the second building west of North Wabash avenue. It has a frontage on Austin avenue of 50 feet, and extends 100 feet to an alley in the rear. “A” building is also designated in the record as “7 story brick Monarch Refrig.” “F” building is also designated as “6 story brick Monarch Refrig.” The Wabash Avenue Bridge Plan called for the construction of a bridge over the Chicago river at Wabash avenue to connect with a viaduct or elevated highway to extend northward over the Chicago and North Western Railway Company’s tracks and three east and west streets, the viaduct to reach the ground level of North Wabash avenue at Grand avenue. In order to provide for a sufficient clearance for the lower level highway, North Wabash avenue was to be gradually lowered so that its new grade at Austin avenue would be 2% feet lower than the old one, at the northern extremity of “A” building it would be an additional 3 feet lower, and at Illinois street it would be depressed 7 feet below its level at Austin avenue. The plan also provided that from points 82 feet east and 82 feet west of Wabash avenue Austin avenue should slope toward Wabash avenue, the depression of Austin avenue at Wabash avenue to be approximately 2% feet. The plan provided that on each side of Wabash avenue between the building line on the north side of Austin avenue and a point opposite the north end of “A” building there should be a row of three caissons, those on the east side to be approximately 18 feet from the wall of “A” building. These caissons went down to bedrock, 70 or 75 feet below city datum. The old street level in Wabash avenue was 14% to 15 feet above city datum. As the Illinois tunnel ran north and south along the center of Wabash avenue about 70 feet below the surface, the plan called for supporting beams of steel and concrete, referred to as girders, extending east and west from caisson to caisson, with a vertical column resting thereon that supported the viaduct near the center of North Wabash avenue.

The elements of damages claimed by plaintiff were:

(1) That in the construction of the viaduct the City was liable for interference with lateral support, which interference resulted in the sinking of the foundations, columns and walls of the two buildings, which in turn resulted in damage to the walls, floors, insulation, etc. (2) That plaintiff’s tenant, Monarch Refrigerating Company, by reason of the change of grade of streets, was put to an expense of $6,795.95 for emergency work in the relocation of piping, wiring, conduits, ammonia lines, etc., which was charged against plaintiff. (3) That prior to the improvement “A” building had a shaft that led from said building down under Wabash avenue to the Illinois tunnel, that one of the caissons on the east side of Wabash avenue cut into this shaft, that thereafter it could not be used, and that it would cost approximately $30,000 to install a new shaft. (4) That prior to the change of grade of Wabash avenue the Wabash avenue side of “A” building received daylight, but that after the viaduct was constructed the windows on the. first floor of that side were darkened. (5) That the change of the grade in Wabash avenue greatly interfered with the loading facilities of both buildings; that three pillars installed in the center of Wabash avenue opposite “A” building decreased the number of trucks that could unload on that side of “A” building at one time, and that the sloping of the alley back of “F” building made unloading there more difficult than it was before. (6) That the closing of Forth Wabash avenue on the north side of Illinois street constituted an element of damage.

As to claim (1): Defendant concedes a settlement of the buildings, but it contends that “the City is not liable for the settlement of the buildings,” because nothing that it did in constructing the viaduct caused either building to settle, and that “the settlement of these buildings was due to overloading.” The trial court found that the construction of the viaduct caused the settlement of the two buildings, and after a careful examination of the evidence bearing upon this claim we are satisfied with his finding in that regard. Witnesses for plaintiff testified that before the work of constructing the viaduct commenced the floors of the buildings were practically level and in good physical condition, the columns in good shape and plumb, and that there was no evidence of settlement or cracking; that after the construction work the floors of “A” building were badly out of level, the columns badly out of plumb, and there was a general tendency of the building to pull westward; that a later examination showed considerable settlement in the building and many evidences of separation and cracking; that an examination of “F” building, after the construction work, showed that it had settled toward the east, viz., toward Wabash avenue; that the floors were out of level, the columns out of plumb, and the joists and girders pulling. Witnesses for plaintiff also testified that the settlement of the buildings was caused by the construction of the viaduct. The manifest weight of the evidence shows that the buildings were not overloaded at any time. Counsel for defendant have made an ingenious argument in support of their claim that nothing that was done in the construction of the viaduct caused the settlement of the buildings; but, faced with the fact that something caused the settlement that followed the construction of the viaduct, they are finally forced to the position that the settlement of the buildings was caused by overloading. The trial court, in view of the evidence, was fully warranted in refusing to believe this highly improbable defense.

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Bluebook (online)
25 N.E.2d 1018, 304 Ill. App. 190, 1940 Ill. App. LEXIS 930, Counsel Stack Legal Research, https://law.counselstack.com/opinion/boulevard-bridge-bank-of-chicago-v-city-of-chicago-illappct-1940.