Highland Construction Co. v. Stevenson

636 P.2d 1034, 1981 Utah LEXIS 919
CourtUtah Supreme Court
DecidedDecember 15, 1981
Docket17099
StatusPublished
Cited by18 cases

This text of 636 P.2d 1034 (Highland Construction Co. v. Stevenson) is published on Counsel Stack Legal Research, covering Utah Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Highland Construction Co. v. Stevenson, 636 P.2d 1034, 1981 Utah LEXIS 919 (Utah 1981).

Opinions

HOWE, Justice:

This appeal arises out of an action by an excavating sub-contractor, Highland Construction Company (hereinafter Highland), against the general contractor, LaMar D. Stevenson Construction Company (hereinafter Stevenson), Stevenson’s bonding company, United States Fidelity and Guaranty Company (hereinafter USF&G), and Shell Oil Company (hereinafter Shell). Highland alleged that it suffered damages as a result of defective construction plans and unreasonable delays by Stevenson and Shell in the performance of their work. The trial court, sitting without a jury, found no cause of action on all claims of Highland. Stevenson’s counterclaim for a declaratory judgment that Highland had been properly back-charged by Stevenson for certain items was granted. The court also awarded Stevenson attorney’s fees and costs. Highland appeals.

On August 6, 1976, Stevenson entered into a contract with the State of Utah to perform all work in connection with the construction of what is known as the Du-chesne River Road Project. The project was to upgrade a section of State Highway 35, located 5 miles north of Duchesne, Utah. During the first week of August 1976, Stevenson negotiated with Highland to have it perform some of the earth moving work. These negotiations culminated in Highland’s agreement to do the earth moving, including the roadway excavation. This Stevenson-Highland contract was put into writing and signed on or about August 19, but was dated August 9.

During these negotiations, the president of Highland, Bryan Bergener, inspected the project site a number of times, as required by the terms of the general contract between Stevenson and the State which was incorporated by reference into the Stevenson-Highland sub-contract.

Highland moved onto the project site and began clearing and preparing the area for excavation on August 6. By August 12, it had encountered areas of water saturated soil and unstable road base. These conditions required it to perform some sub-exca[1036]*1036vation in order to remove the unstable soil and replace it with a more stable base. This work was mainly performed in August in the days previous to the formal signing of the Stevenson-Highland contract on or about August 19.

On August 9, and consistent with industry practice, a pre-construction conference was attended by the representatives of all companies which would work on the project. The purpose of such meeting was to coordinate their activities. At the conference a spokesman from Shell stated that the relocation of its roadside pipes would be completed in about four days, but it was not actually completed until ten days later. Highland alleges that this delay by Shell unreasonably interfered with the progress of Highland’s excavation.

While Highland was working on the excavation, Stevenson was installing some pipes and constructing a concrete-lined ditch. At various times the work of the two companies interfered and caused Highland to be delayed. And, on occasion Stevenson directed Highland’s men and equipment to perform work which was the sole obligation of Stevenson.

On October 6, Highland removed its equipment from the project and Stevenson was forced to complete the excavation work at his own expense, which amount he back-charged Highland. A total amount of $83,-591.90 was received by Highland for the work it performed, which amount included an additional $6,600 for sub-excavation of the unstable subgrade.

On July 8, 1977, Highland commenced this action against the defendants alleging that the plans and specifications provided were defective and that they failed to reveal the existence of unstable road base. It further claimed that Stevenson had breached the sub-contract by causing it to be delayed in its work, and that Shell had also unreasonably interfered with its work progress. In addition, Highland sought reimbursement from Stevenson for the use of Highland’s equipment, and for attorney’s fees and costs.

After trial, judgment was entered in favor of the defendants, dismissing plaintiff’s claims and granting defendant Stevenson’s request for judgment declaring that he had properly back-charged Highland in the sum of $3,497 for work which Stevenson was required to complete by reason of plaintiff’s abandonment of the jobsite before completion of its contractual obligations. The court also awarded the defendant Stevenson attorney’s fees.

Highland’s first point on appeal is that the trial court erred in finding that the plans and specifications which Highland used in preparation of its bid were not defective. The rule applicable to this assignment of error is that if there is any competent evidence to support the findings and conclusions of the trial court, such findings, and the conclusions rationally based thereon, will not be disturbed on appeal.

The judgment of the trial court is supported by competent evidence in this case. The record shows that Highland’s president, Bryan Bergener, had access to detailed descriptions of all aspects of the project connected with his earth moving obligations, including the unstable soil conditions. A provision of the general contract which was incorporated by reference into the Stevenson-Highland subcontract provided in part that:

The bidder is required to examine carefully the site of the proposed work, the proposal, plans, specifications, supplemental specifications, special provisions and contract forms before submitting a proposal. Furthermore, the materials report, soil survey, plans and profiles, and test data pertaining to the proposed work are available for the bidders inspection at the Materials Test Division, 757 West 200 South, Salt Lake City, Utah, or the district office. The submission of a bid shall be considered prima facie evidence that the bidder has made the required examination and is satisfied as to the conditions to be encountered in performing the work . . .

A provision in the Soil Survey Materials Report provided that:

[1037]*1037Soil Type and Range: Project soil range from very plastic A-(9) (In-site weathered shale) to non-plastic A-l-a silty, sandy gravel.
Drainage: Natural surface drainage varies from good to poor. Some water accumulates in marshy and saturated zones that occur where irrigation water seeps from irrigation ditches and canals. The main area in which saturation zones occur lies between station 850 + 00 and station 910 + 00.

There was also a map of the project attached to the soil survey report which contained a notation with regard to soil conditions: “Some seeping from canal to drainage ditch, marsh and saturated areas.”

Highland executed the subcontract on or about August 19, 1976, some two weeks after it had begun work on the project and had encountered the unstable soil. Furthermore, there was evidence adduced at trial that Mr. Bergener examined the project site sometime during the first week of June and observed the physical conditions of the soil, including seepage from the canal to a nearby drainage ditch. Also observable on the project site was marsh grass, alkali and surface water.

Based on the foregoing evidence, the trial judge could have properly concluded that Highland had notice of potential difficulties which might hinder its work progress and that the plans and specifications were not defective for failure to give such notice.

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Highland Construction Co. v. Stevenson
636 P.2d 1034 (Utah Supreme Court, 1981)

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Bluebook (online)
636 P.2d 1034, 1981 Utah LEXIS 919, Counsel Stack Legal Research, https://law.counselstack.com/opinion/highland-construction-co-v-stevenson-utah-1981.