Powley v. Swensen

80 P. 722, 146 Cal. 471, 1905 Cal. LEXIS 550
CourtCalifornia Supreme Court
DecidedApril 4, 1905
DocketL.A. No. 1230.
StatusPublished
Cited by13 cases

This text of 80 P. 722 (Powley v. Swensen) is published on Counsel Stack Legal Research, covering California Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Powley v. Swensen, 80 P. 722, 146 Cal. 471, 1905 Cal. LEXIS 550 (Cal. 1905).

Opinion

CHIPMAN, C.

Action for damages resulting from the death of plaintiffs’ father, W. F. Powley, who, it is alleged, lost his life while in the employment of defendants through their fault. The cause was tried with a jury, and plaintiffs had the verdict, upon which the court entered judgment. Defendants appeal from the judgment and from the order denying their motion for a new trial, and bring the appeal here on bill of exceptions.

Defendants were contractors who had undertaken to construct a tunnel in the city of Los Angeles through a hill lying between Hill and Figueroa streets, being a projection of Third Street, and known as Third-Street Tunnel. Work was begun on both sides of the hill extending toward the center. The accident in question occurred within and near the westerly end or section of the tunnel. The plans for the tunnel included the construction of a strong retaining-wall against the face of the hill, whose purpose was to hold the earth in place and prevent it coming down into the street at the end of the tunnel. This retaining-wall extended entirely across Third Street, and to a height of about forty-three feet, and, to give it greater resistance, was built so as to lean *474 -slightly toward the hill. An opening through this wall formed the portal or entrance to the tunnel. If is in evidence that when this wall was completed it rested against the hill on the south side of Third Street and stood out from the hill seven or eight feet on the north side and about four, feet or four and one half feet at the top of the tunnel and diminishing in width to some twenty inches at the floor of the tunnel— making a wedge-shaped opening between the wall and the hill. The mixing óf cement for the arch brickwork in the tunnel was done inside of this portal. Some trouble had arisen from earth falling down from the hillside to the place where the cement was being mixed, and to prevent this bo.ards and timbers of different sizes had been placed against the wall and the hillside to catch this loosening earth, but not for the purpose and not at all adequate in strength to hold the earth in place should a slide from the hill occur toward the wall. These boards and timbers were close enough together to accomplish the purpose intended of catching loose pieces of falling earth, but did not entirely shut out the light from above. The width of the tunnel in the clear was forty-two feet, and at the time of the, accident had been excavated toward the center of the hillj some distance, one hundred feet of which had received its brick roofing, leaving next to the portal about twenty feet of an undisturbed core and about twelve feet of tunnel, not yet completed, next to the completed portion. The work in the tunnel was carried on by means of a drift on each side of this core, and when the accident occurred the work on- the tunnel was, as we understand the evidence, being done at the westerly end through 'this core toward the portal. Deceased was employed as foreman of the work in the tunnel, and was an experienced man in tunnel and timbering work in mines. There is evidence that he had nothing to do with building the portal or putting in the boards'above' referred tó, and' did not commence work until about two months after the retaining-wall was built. His was the night shift, but, as it happened, he had taken the place of the other foreman on the Sunday of the accident because this man declined to work that day. It appears that there was a city sewer crossing - Third Street above the tunnel and back of the portal ¡fifty or sixty feet, from which sewage water escaped into tlm soil and penetrated the earth *475 above the tunnel, into which latter the water seeped to some extent, which facts were known to defendants and to deceased. This water-saturated earth rested on or was intermixed with layers of shale, having a sixty-degree pitch toward the portal, and on the day of. the accident a body of earth slipped from the westerly side of this sewer and moved toward the portal, and there was evidence that by its momentum and weight it crowded the earth against the portal and downwards along its inner side, and carrying with it the timbers and material at the tunnel where the deceased was working, thus causing his and the death of two others. The retaining-wall stood the shock and weight without injury to it, and there is evidence tending to show that if this open space between the hill and the wall had been filled in with earth, or if sufficient bracing timbers of suitable strength had been placed against the wall and hill it would have prevented the earth above the tunnel from moving and acquiring additional force by its momentum, and the timbering where the men were working would not have given way, and the accident would not have happened. There is evidence also that inside the tunnel the completed work some distance back from where the men were working did not collapse, - and that no timbering or bracing inside the tunnel where the accident happened would have withstood the pressure.

The complaint alleged that the accident occurred “by the neglect and failure of defendants to exercise ordinary care to properly brace and strengthen said tunnel at the point where the same caved,” and “ . . . to take proper or ordinary precautions in prosecuting said work as to render said westerly end of said tunnel safe, and thereby and by such negligence defendants failed to furnish said W. P. Powley with a safe place in which to work”; that “the said tunnel, at the point where the same caved in, as aforesaid, and the work therein, were of a dangerous character, and defendants did not exercise ordinary care and diligence to ascertain and apprehend the dangers thereof; and defendants negligently and carelessly failed to take measures for the protection of said Powley while he was working within said tunnel, as aforesaid, commensurate with the dangerous character of said tunnel, and the work therein.”

In addition to specific denials of the averments of the veri *476 fled complaint, defendants set up three special defenses, in effect: 1. That Powley was employed as foreman “to direct and supervise the work of excavation, direct the laborers engaged upon such work, and to superintend and direct the placing of timbers and supports at the places, and in that portion of the tunnel where the accident occurred,” and he was charged with the duty of providing for his own safety as well as that of other employees, and in securing to them a safe place to work, and that the accident was due to his own violation of duties expressly imposed upon him, and that his death was caused proximately by his own negligence; 2. That all said workmen, including plaintiffs’ intestate, were engaged in a common employment, and if he was injured it occurred through the negligence of fellow-servants of deceased; and 3.

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Bluebook (online)
80 P. 722, 146 Cal. 471, 1905 Cal. LEXIS 550, Counsel Stack Legal Research, https://law.counselstack.com/opinion/powley-v-swensen-cal-1905.