Burnham v. City of Milwaukee

75 N.W. 1014, 100 Wis. 55, 1898 Wisc. LEXIS 228
CourtWisconsin Supreme Court
DecidedJune 23, 1898
StatusPublished
Cited by8 cases

This text of 75 N.W. 1014 (Burnham v. City of Milwaukee) is published on Counsel Stack Legal Research, covering Wisconsin Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Burnham v. City of Milwaukee, 75 N.W. 1014, 100 Wis. 55, 1898 Wisc. LEXIS 228 (Wis. 1898).

Opinion

Bardeen, J.

The record we are called upon to inspect and examine bears the handiwork of ver y many learned and skilful legal artists. The names of six able and competent lawyers appear on the briefs of respondent, and the learned referee informs us that the defense of this action has been conducted by four different city attorneys with conspicuous zeal and ability, which would certainly have resulted in a victory for the city if the facts in the case had made such a victory possible.” We are confronted with no less than five briefs of considerable length, which have served to increase our labors with no great corresponding benefit. The practice of filing several briefs, unsanctioned by any rule, tends rather to the confusion than the enlightenment of the court. Several important and interesting questions are involved in the decision of this case, which have .been ably argued by counsel, and which we have taken time to consider with the attention and deliberation their importance and difficulty seemed to require.

The plaintiffs’ claim seems to be one largely sounding in damages, based upon certain alleged faults or imperfections in the plans and specifications for the sewer, and shortcomings of the board of public works, but, inasmuch as counsel on both sides, as well as the referee, have treated it as a claim for extra work under the contract, we shall consider it in that view. So far as we are able to group the claims upon which the plaintiffs’ right of recovery is based, they are as follows: (1) Defects or imperfections in the plans and specifications. (2) Failure of the board of public works to provide a suitable foundation for the sewer where it passed over soft and mucky ground. (3) Failure and refusal of the board of public works to settle and adjust the plaintiffs’ claims for extra compensation under the contract. (4) Waiver by defendant of the provisions of the contract requiring extra work to be agreed upon and written monthly statements of [63]*63the contractor’s claims for extra work to be delivered to the board. (5) The character and amount of the plaintiffs’ claim» for extra compensation, and the action of the board thereon.

1. The plans and specifications do not provide definitely for a foundation to be placed under any part of the work. The specifications, however, contain the following provision: “ "Whenever the soil is sufficiently firm, the sewer of either design will be laid directly upon the bottom of the proper excavation; but when, in the opinion of the board of public works or engineer in charge, an extra foundation will be necessary to insure stability to the work, the contractor will be required to erect and put into place such timber, piling, brick, masonry, concrete, gravel, sand, or other suitable materials, in the manner directed by the board of public works, which shall be measured by the engineer in charge of the work, and paid for at the schedule rates set forth in the accepted bid of the contractor; but no allowance shall be made to the contractor for any extra excavation incurred by building and putting in place such extra foundation or extra work.” The plans contained a sketch or drawing of the foundation to be provided for such sewer whenever the same might be found necessary and be directed by the board of public works; so that with reference to the straining chamber and the sewer proper it was a matter resting wholly in the good judgment and discretion of the board whether a foundation should be required and put in or not. This discretion was to be exercised in view of all the circumstances, and with reference to all of the work required under the contract. The straining chamber was a part of the sewer, and from the very nature of the situation no human foresight could determine in advance whether a foundation would be necessary or not. Any attempt to base a liability on the part of the city because the plans and specifications did not absolutely require a foundation to be placed Thereunder is without support.

[64]*64The sewer in question was what is known as a barrel sewer,” to be constructed of timber, tapering towards the center, with joints broken, and well keyed and secured by spikes or bolts so as to be perfectly watertight. It was to be laid on Oregon and South Water streets. These streets run so as to form an angle of forty-five degrees at the point of intersection, so that at that point there was a curve in the séwer to correspond with that angle. This curve is shown on the plans, and was perfectly evident to any one knowing the location of the streets. The impracticability of making a turn at that point with a wooden sewer was as evident to the contractor at the time he made the contract as when he reached it in the work of actual construction. There was nothing hidden or concealed, no latent defect that had to be discovered by actual experiment. It was open and visible, and appeared on the face of the plans as well as in the lay of the land. To allow the contractor to allege this as a defect in the plans, and to found liability thereon on the part of the city, is letting him out of a contract deliberately made, and imposing a burden on the other party because he is let out. The city guarantees the plans as against any damage or loss that may come to the contractor through any latent defect therein, but when the alleged defect is as well known to the contractor as to the city, and the contractor voluntarily and deliberately enters into a contract to do the work in the way and manner prescribed, he assumes all risks of damages or loss resulting therefrom. But it appears that the contractor did not attempt to construct the sewer at this point of wood. After it was demonstrated that it was impracticable to build it of wood, the board, as they had a right to do, ordered it built with an eight-inch brick wall; and it is because this wall had no foundation, and collapsed, that the contractor makes complaint. This matter will be discussed later, when we come to consider the entire claim, From what has been said, it [65]*65seems quite clear to our minds that the contractor has no just claim of liability against the city because of imperfections in the plans and specifications.

2. As has already been stated, the plans and specifications did not specifically require a foundation to be placed under the sewer. Under the provisions already quoted the necessity of such foundation was left to the judgment and discretion of the board of public works. Under the plainest principles, whatever talk or understanding there might have been prior to the execution of the written contract became merged therein, and the embraet thereafter became their rule and guide with reference to the subject matter thereof. One of the important claims of the contractor is based upon the failure of the board of public works to cause a foundation to be laid under the sewer along South Water street.

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Cite This Page — Counsel Stack

Bluebook (online)
75 N.W. 1014, 100 Wis. 55, 1898 Wisc. LEXIS 228, Counsel Stack Legal Research, https://law.counselstack.com/opinion/burnham-v-city-of-milwaukee-wis-1898.