State Ex Rel. State Highway Commission v. Bruening

326 S.W.2d 305, 1959 Mo. LEXIS 759
CourtSupreme Court of Missouri
DecidedJuly 13, 1959
Docket46708
StatusPublished
Cited by23 cases

This text of 326 S.W.2d 305 (State Ex Rel. State Highway Commission v. Bruening) is published on Counsel Stack Legal Research, covering Supreme Court of Missouri primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
State Ex Rel. State Highway Commission v. Bruening, 326 S.W.2d 305, 1959 Mo. LEXIS 759 (Mo. 1959).

Opinion

HOUSER, Commissioner.

This is a suit by the State of Missouri at the relation of the state highway commission to condemn part of an undeveloped tract of land in Clay County, for highway purposes. A trial in circuit court upon the landowners’ exceptions to the commissioners’ report resulted in a judgment assessing damages to the landowners at $31,-365. From that judgment the landowners have appealed.

Three points, all related to the refusal of evidence offered by the landowners, are raised on this appeal.

Defendants owned two quarter sections, one immediately north of the other. Previous to the institution of the condemnation proceedings, in July, 1954, they sold an irregularly shaped, 40-acre tract off the northeast corner for school purposes, thus leaving 280 acres, all of which, by stipulation of the parties, are to be considered and treated as an entirety or unit and as constituting one tract or body of land, in determining damages and benefits. The terrain of the two quarter sections is general *307 ly irregular. It is rolling to rough in character, with some ravines. The northeast corner (the school site) is rolling. The southwest portion is rocky or high, a high bank of ground, hilly. The southeast corner is rolling. Rock Creek bisects the property, entering the northwest corner, flowing ■ diagonally in a southeasterly course, and leaves the property just north of the southeast corner. Rock Creek flows through a low area, a valley which, according to a contour model based upon topographic survey maps, is from 70 to 100 feet lower than the higher elevations on some of the surrounding land.

In order to determine the adaptability of the land for development the landowners, prior to the filing of condemnation proceedings, had caused land surveys, studies and drawings to be made. Sketches of the ground were made for many uses, one for the proposed use of the land for residential lots of land of generous size, on which homes costing $20,000 to $25,000 were to be built, one where apartments might be incorporated, and one involving a shopping center.

The highway commission condemned a total area of about 41 acres of the 280-acre tract. The land condemned is roughly in shape of a Y. The left branch or prong of the Y (U. S. Highway 71) curves to the west, leaving the tract on its western boundary between the east-west center line and the northwest corner, while the right branch or prong of the Y (U. S. Highway 69) curves to the right and leaves the tract on its eastern boundary just south of the east-west center line. The branches or prongs of the Y unite immediately north of the center of the southern boundary of the tract. The taking of the 41 acres divided the 280-acre tract into three parts, a northern portion, a southeastern portion and a southwestern portion. Russell Road forms the southern boundary. South of the tract a ramp system was built by the highway commission, connecting U. S. Highways 69 and 71 with Russell Road. The construction of the highways, underpasses, had been completed at the time of trial.

Landowners’ expert witnesses testified that by the taking the market value of the 280-acre tract had been diminished by various amounts ranging from $123,625 to $160,000. The highway commission’s expert witnesses testified that its market value had been increased from $32,500 to $144,000.

Before July, 1954, there was access to the 280 acres around its perimeter but no roads had been developed providing access to the interior of the tract. The highways built under the present condemnation proceedings are limited-access highways, i. e., they cannot be entered from all points along them, but only from certain points. No access was provided from the interior of the 280-acre tract to the U. S. Highway 69 prong of the Y. Access from the interior of the 280-acre tract to the U. S. Highway 71 prong of the Y was provided at one point only, namely, at a point near the east-west center line of the 280-acre tract. There the highway commission built two ramps parallel to the highway, one on the east and one on the west, the ramps descending from highway grade level to a paved underpass, which crosses the highway at right angles, below the highway This is referred to as the Davidson Road underpass. It integrated with a platted and planned, but not actually constructed, street known as Davidson Road, according to the subdivision plans. Davidson Road underpass was graded and paved from the west to the east boundaries of the highway right of way. Its west end was approximately on grade with the surrounding terrain. The east end of the underpass, however, abruptly ended in a sharp drop-off of 22 to 25 feet in depth, down to the low area through which Rock Creek flows. It is impossible to go beyond the east end of the underpass, either by vehicular traffic, *308 or by walking. This is a view of the east end of the underpass, taken from the east looking west, showing the condition in which the property was left when the highway commission completed the grading and construction of the underpass.

The landowners introduced evidence, and it was generally admitted, that it would be necessary to construct an earthen ramp or fill, with concrete drainage culverts, immediately east of the Davidson Road underpass, extending some distance across the low Rock Creek valley to a comparable elevation on the northeast portion of the 280-acre tract, in order to provide the necessary grade for traffic to travel back and forth from that area of their land to the Davidson Road underpass and thence onto U. S. Highway 71. Witness Duncan testified: “The only way you could go from one point to the other would be by an earth fill heavily compacted or by means of a bridge.” Witness Byers expressed it this way: “Your underpasses have to be tied into streets, and to utilize that it would take a ramp or a very substantial amount of fill in there; you would have to have something across the drain there, a bridge or something.”

While there was general agreement as to the necessity of a fill, ramp or bridge to connect the underpass with the eastern terrain the experts were in conflict on the question whether this situation of necessity, this abrupt drop-off, resulted artificially from the manner in which the highway was constructed or naturally from the previously existing lay of the land. Landowners’ witness Duncan testified that the underpass on the east is built upon a 22-foot fill, and not on grade with the natural terrain; that the highway commission filled dirt in “clear to the edge of their *309 highway,” to make it steeper. Their witness Byers testified that the east end of the underpass is 15 to 20 feet above grade, but on cross-examination Byers conceded that “That is the way the land was, that is the way the good Lord made it.” Their witness Sapp, on cross-examination, testified that the east end of the underpass was constructed out to the landowners’ property line “at approximately the grade level of the existing ground”; that instead of it being constructed upon a fill the underpass was built upon ground “partly filled and partly cut.”

Appellant-landowners’ first point is that the court erred in refusing to receive evidence, and in refusing their offer of proof, relating to the cost of constructing and grading an earthen ramp or fill, with concrete drainage culverts, from their land east of 'U. S.

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

Related

State ex rel. Missouri Highway & Transportation Commission v. Vitt
785 S.W.2d 708 (Missouri Court of Appeals, 1990)
STATE EX REL. MO. HIGHWAY AND TRANSP. COM'N v. Vitt
785 S.W.2d 708 (Missouri Court of Appeals, 1990)
State ex rel. Missouri Highway & Transportation Commission v. McNary
664 S.W.2d 589 (Missouri Court of Appeals, 1984)
ST. EX REL. MO. HWY. AND TRANSP. v. McNary
664 S.W.2d 589 (Missouri Court of Appeals, 1984)
Kansas City Power & Light Co. v. Jenkins
648 S.W.2d 555 (Missouri Court of Appeals, 1983)
Schlarman v. City of St. Charles
623 S.W.2d 57 (Missouri Court of Appeals, 1981)
Board of Public Buildings v. GMT Corp.
580 S.W.2d 519 (Missouri Court of Appeals, 1979)
Brooks v. Travelers Insurance Co.
515 S.W.2d 821 (Missouri Court of Appeals, 1974)
Compton v. Williams Bros. Pipeline Company
499 S.W.2d 795 (Supreme Court of Missouri, 1973)
State Highway Commission v. Freeman
504 P.2d 133 (Court of Appeals of Oregon, 1972)
Missouri State Park Board v. McDaniel
473 S.W.2d 774 (Missouri Court of Appeals, 1971)
State Ex Rel. State Highway Commission v. Northeast Building Co.
421 S.W.2d 297 (Supreme Court of Missouri, 1967)
Kamo Electric Cooperative, Inc. v. Cushard
416 S.W.2d 646 (Missouri Court of Appeals, 1967)
Frederickson v. Hjelle
149 N.W.2d 733 (North Dakota Supreme Court, 1967)
State Ex Rel. State Highway Commission v. Klipsch
392 S.W.2d 287 (Supreme Court of Missouri, 1965)
State Ex Rel. State Highway Commission v. King Bros. Motel, Inc.
388 S.W.2d 522 (Missouri Court of Appeals, 1965)
State Ex Rel. State Highway Commission v. Ellis
382 S.W.2d 225 (Missouri Court of Appeals, 1964)
Jackson County v. Meyer
356 S.W.2d 892 (Supreme Court of Missouri, 1962)

Cite This Page — Counsel Stack

Bluebook (online)
326 S.W.2d 305, 1959 Mo. LEXIS 759, Counsel Stack Legal Research, https://law.counselstack.com/opinion/state-ex-rel-state-highway-commission-v-bruening-mo-1959.