City of Redding v. Diestelhorst

59 P.2d 177, 15 Cal. App. 2d 184
CourtCalifornia Court of Appeal
DecidedJuly 6, 1936
DocketCiv. 5285
StatusPublished
Cited by14 cases

This text of 59 P.2d 177 (City of Redding v. Diestelhorst) is published on Counsel Stack Legal Research, covering California Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
City of Redding v. Diestelhorst, 59 P.2d 177, 15 Cal. App. 2d 184 (Cal. Ct. App. 1936).

Opinion

PULLEN, P. J.

By this action in eminent domain the City of Redding, in order to cooperate with the state of California in the permanent routing of the Pacific highway *186 through its corporate limits, sought to take for highway and bridge purposes, a portion of the lands of defendants. This tract of land lies immediately north of and adjacent to the city limits of Redding. The highway passes through Red-ding over Market Street to its intersection with Riverside Drive, which runs east and west and parallel with the Sacramento River. The lands of defendants lie between Riverside Drive on the south and the Sacramento River on the north. There is a precipitous drop of approximately sixty feet from Riverside Drive to the lowlands bordering the river. The new alignment of the Pacific highway crosses Riverside Drive and continues almost directly north crossing the lands of defendants by means of a fill and bridge.

A jury awarded to appellants the sum of $7,500, of which $6,000 was for the property taken, and $1500 as severance damages.

From the final judgment based upon this award, the owners prosecuted this appeal, claiming principally as ground for appeal that the court erred in striking out the testimony of two of their witnesses, Dozier and Phillips, as to the market value for bridge site purposes of the property here involved, upon the ground said testimony was speculative, remote and conjectural. Respondent conceded the property in question was valuable for bridge site purposes and is adapted to the construction of a bridge and its approaches, but contended the location of the bridge is purely incidental to the construction of the highway and that appellants failed to prove any value for bridge site purposes except for use in connection with the state of California.

The testimony with which this appeal is concerned is that of Charles T. Dozier and J. W. Phillips, whose qualifications as civil engineers were admitted. Mr. Dozier in addition to his work as a civil engineer, was resident engineer for the construction of a bridge across the Sacramento River just north of Redding, and crossing the lands of appellants herein, constructed several years ago. This witness, after testifying that he had been familiar with the lands of defendants for over twenty-five years and had prepared various maps of the lands in question, was asked the following questions by Mr. Carter: .

*187 “ . . . Mr. Dozier, from your familiarity with the lands of the defendants John Diestelhorst and wife involved in this action, particularly the portions of the land which the city of Redding seeks to condemn in this action, to what purpose would you say those lands were best adapted? ... A. The best purpose, the best use, that could be made of those is for a bridge landing, approach to a bridge. . . . Q. What are the features of the Diestelhorst property involved in this action that makes it adaptable to the purpose for which you have mentioned ? A. The presence of a broad foreground in front of the high bank separating the high elevation of the bank from the actual water course which allows the descending to the level of the opposite side of the river. Each bridge setup of course has features peculiar to itself. In this case there is a high bank on the side and a low broad bank on the opposite side. The bridge, necessarily, for economic reasons, must be on an incline, the purpose being to get down. The bank is sixty odd feet high there to a bank that there is ten or fifteen feet high. If the river ran immediately at the foot of the steep bank there would be no opportunity to get down. The bridge must commence at the top of the bank itself. There is no opportunity for a fill approach. The actual structure with the open archways, whatever type, at least the opening into the bridge must commence at the top of the bank, but in this ease there is a broad expanse of level ground below the top of the bank before you reach the actual waterway, which must be allowed to remain open to pass the water in the river. That feature of course, is present here and makes it peculiarly adapted for the landing attachment of a bridge crossing in a southerly direction from the lowlands opposite the river to the high bank on this side. ... Q. In your testimony thus far as to the adaptability of that land for a bridge site or the approach of a bridge, have you had in mind any particular bridge, whether a highway bridge or railroad bridge or whatnot, or is it just a site for a bridge to be used for any purpose that bridges are generally used for? A. Yes, it can be used for any bridge, any type of use. A highway construction allows of steeper grades than are ordinarily applied in railroad engineering, but that is a matter to be taken care of on the opposite side of the *188 river, the north end of the bridge, at sufficient elevation to accommodate a railroad grade. That has nothing to do with the south end. Attachment on the south end is satisfactory for a railroad bridge, highway, toll bridge, suspension bridge, any type of bridge. . . . Q. Mr. Dozier, are you generally familiar with the development going on in this locality? A. Yes. Q. And you are familiar with the Sacramento river in this locality, are you? A. Yes. Q. And do you know of certain contemplated developments in this locality? A. Yes. I know. Q. Would you state whether or not from your knowledge of the Sacramento river and the development going on in this section of the state and the contemplated development of the resources within this county, there is a demand for bridge sites across the Sacramento river in this locality?-. . . A. Yes, I think there is. My experience, although the market for bridge sites is rather limited, that this particular ease, although the demand is not very high, the Diestelhorst ranch for instance, has a dozen bridge sites, and Mr. Diestelhorst has been perhaps more fortunate than ordinary in having— . . . Q. I will ask you if you knew the market value of the lands of the defendant John Diestelhorst and wife, involved in this action, on or about the 9th day of October, 1933 ? ... A. Yes. ... Q. Now, with that understanding I will ask you what in your opinion was the market value of those lands as of October 9th, 1933, in view of all of the uses and purposes to which those lands were then adapted or could be reasonably adapted ? ... A. I will have to give a double answer to that because my understanding on the October date given, that the decision that the island was out of the question had not been made and the value of the lands including the island for bridge purposes had the market value twenty-five thousand dollars. Today with the exclusion of the island I would modify that to the sum of twenty thousand dollars.”

On cross-examination, Mr. Dozier said:

“Q. When you said contemplated development, what do you mean in Shasta county ? A. Kennett Dam . . . That would create a demand for the bridge in my opinion. It would be an element in the creation of a demand. Q. What kind of a bridge would that be? A. Any kind of a bridge *189 that would transport traffic across the river. . . . Q. Tell me what information you have, or what you have in mind when you say that the possible construction of a railroad at this particular point,—you had in mind when you say that, the operating of ears, railroad cars propelled by steam or other power, by public utility? A.

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Bluebook (online)
59 P.2d 177, 15 Cal. App. 2d 184, Counsel Stack Legal Research, https://law.counselstack.com/opinion/city-of-redding-v-diestelhorst-calctapp-1936.