Hommes' Adm'r v. C. & O. Ry. Co.

104 S.W.2d 431, 268 Ky. 203, 1937 Ky. LEXIS 435
CourtCourt of Appeals of Kentucky (pre-1976)
DecidedFebruary 26, 1937
StatusPublished
Cited by2 cases

This text of 104 S.W.2d 431 (Hommes' Adm'r v. C. & O. Ry. Co.) is published on Counsel Stack Legal Research, covering Court of Appeals of Kentucky (pre-1976) primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Hommes' Adm'r v. C. & O. Ry. Co., 104 S.W.2d 431, 268 Ky. 203, 1937 Ky. LEXIS 435 (Ky. 1937).

Opinion

Opinion of the Court by

Drury, Commissioner

Affirming.

About 6 a. m., Saturday, October 13, 1934, tbe lifeless body of Mrs. Loretta Hommes was found between tbe east and westbound tracks of tbe C. & 0. Bailway Company, and just at tbe north or nortbeastern entrance to an underpass which carried those tracks beneath Tenth Street of Newport, ,Ky. Mrs. Hommes bad died intestate and on April 5, 1935, ■ Mathew L. Hommes became and now is her administrator. On April 10, 1935, be began this action against tbe C. & O. Bailway Company, in which be sought to recover $30,-000 for tbe alleged negligent killing of bis intestate. On tbe 13th of April, 1935, tbe petition was amended, tbe city of Newport was made a party defendant, and a like recovery sought of if as a joint tortfeasor. The *204 cause came, on- for trial on December 3, 1935, and on the following day at the conclusion of the plaintiff’s evidence and under the direction of the court the jury returned a verdict for the defendants. Original and amended grounds for new trial were overruled on January 6, 1936, and this appeal followed.

Maps and Photographs.

We have been as much confused as assisted by the maps and photographs in this record. May we suggest that when any one is employed to make a map for use on the trial of a case that he should remember that the jurors and judges, for whose enlightenment the map is prepared, are not trained engineers and usually their knowledge of maps consists of what they had when they finished the eighth grade. A draftsman, who, by a map, attempts to depict a situation, should avoid getting beyond the knowledge and experience of those for whom the map is being prepared. The. draftsman should select the side of the drawing board at which he expects to stand in making his drawing, should call that south, and should lay off his map accordingly, then the opposite side will be north, the side to his right the east, and the side to his left the west. The drawing paper should be placed flush with the south side of the drawing board and such lettering as must be put on the map should, if possible, extend from west to east, and be on a line parallel with the southern edge of the drawing board. At some place on the drawing there should be a short arrow to indicate the north and 'south line. The drawing paper should never be placed askew upon the board.

There are twelve photographs in this record and their usefulness would have been very much increased if an engineer had gone along with the photographer and had laid north and south upon the ground an arrow made of lineoleum or some other material that would show in the photograph, so that the first glance at the picture would enable any one to determine directions. Also, it would be so easy for the photographer taking the picture to note upon the negative the date it was taken.

The Bridge Viaduct or Overpass.

This whole case revolves around a bridge viaduct or overpass by which Tenth street traffic is carried *205 over the two tracks of the C. & 0. Railway Company, and the C. & 0. Railway Company’s two tracks are carried under Tenth street. From the evidence, it appears these two C. & 0. tracks were constructed before Tenth street was constructed, but whether or not that is true is a matter of no importance because there came a time, either right then or not long thereafter, when it was necessary that a way be found to enable traffic to be carried across these two railway tracks, and since the railway tracks were constructed in a cut about 25 feet in depth, the logical solution was to construct an overpass to carry the traffic of Tenth street from one side of these railway tracks over them to the other. At this point the railway tracks, as they go north, gradually curve to the right, so that it is difficult to describe the crossing of this street and these railways further than to say that the general line of the railways is. about N. 5 E. and the general line of Tenth street is about S. 40 "W., thus the figure to be closed by the making of this overpass will have two practically parallel sides running about N. 5 E., and two practically parallel sides running about S. 40 W. It will contain two acute angles, about 35 degrees each, and two obtuse angles about 145 degrees each. To make this overpass, a skew bridge was constructed. In order that no one may misunderstand our description, we will say this: If some one dug a ditch diagonally across a road so it opened a gash in the roadway 90 feet one way and 3 feet the other, we would say that to bridge that opening would require a bridge 90 feet wide and 3 feet long. Just so in this case to make this viaduct or overpass required a bridge 115 feet wide and 62 1-2 feet long.

. Because the engineer who drew the map used in this case, drew it askew upon his drawing board, great difficulty has been presented, but the attorneys finally agreed to turn the whole face of the earth rather than to attempt to turn their map and accordingly they speak of Park avenue, Vine street, and the C. & 0. railway tracks as all being parallel and running north and south. Tenth Street and Center Street are treated as parallel and running east and west.

The Place and Alleged Cause of the Accident.

In the course of time, the wooden flooring of which this bridge viaduct or overpass was made be *206 came -worn, and it was necessary to refloor it, and in doing that the following strips of flooring had to be renewed: On the south side of this bridge a wooden walkway, 9 feet, 9 inches wide, had to be refloored, then north of that a driveway, 45 feet, 8 inches wide, had to be refloored, two wheel guards, one on either side of this driveway and each 8 inches square, had to be replaced to prevent vehicles from driving off this driveway onto the adjoining footways. The footway on the north side of this overpass was formerly 10 feet, 3’ inches wide, but a 20-inch watermain of the city of Newport was. installed on that side of the bridge .and this watermain, with the space needed to enable workmen to get around and about it, occupied so much of this 10 feet, 3 inches, that there was left for footway only 6 feet and a fraction on that side. Three feet, 4 inches, south from this footway, or from the northern wheel-guard, we find the north rail of the C. N. & Co. Street Railway track. The gauge of this street railway is 5 feet, 2 inches, so that the south rail of the street railway will be found 8 feet, 6 inches, from the northern wheelguard, the northern boundary of the driveway proper. We cannot from this record say whether the work of reflooring this bridge was begun on the southern side of it, as the coroner testifies, or the northern side of it, as testified by others, and it makes no great difference which, for on October 12, 1934, the defendants had removed the flooring from the strip of foot-way 6 feet and a fraction in- width between the northern side of the driveway -and the watermain.

More About the Bridge.

When this bridge viaduct or overpass was constructed over the cut in which the C. & 0.

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Related

Harwood's Adm'r v. Richter
150 S.W.2d 642 (Court of Appeals of Kentucky (pre-1976), 1941)
Hays v. Madison County
118 S.W.2d 197 (Court of Appeals of Kentucky (pre-1976), 1938)

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Bluebook (online)
104 S.W.2d 431, 268 Ky. 203, 1937 Ky. LEXIS 435, Counsel Stack Legal Research, https://law.counselstack.com/opinion/hommes-admr-v-c-o-ry-co-kyctapphigh-1937.