City St. Improvement Co. v. City of Marysville

101 P. 308, 155 Cal. 419, 1909 Cal. LEXIS 447
CourtCalifornia Supreme Court
DecidedMarch 31, 1909
DocketSac. No. 1519.
StatusPublished
Cited by27 cases

This text of 101 P. 308 (City St. Improvement Co. v. City of Marysville) is published on Counsel Stack Legal Research, covering California Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
City St. Improvement Co. v. City of Marysville, 101 P. 308, 155 Cal. 419, 1909 Cal. LEXIS 447 (Cal. 1909).

Opinions

THE COURT.

This action was brought to recover the sum of $4,000.07, the balance alleged to be due plaintiff from defendant for labor done and materials furnished in the construction of a portion of a sewer system for the city, under a written contract, a portion of the demand being for extra work. The total contract price, including extra work amounting to $2,940.16, was $33,731.29, of which defendant had paid plaintiff $29,731.22. Defendant claimed that plaintiff had not .performed and had refused to perform the contract according to its terms, and on this ground resisted payment of the alleged balance, and, by counterclaim sought to recover the amount alleged to. be necessary to complete the work. The trial court sustained this contention of defendant, finding that defendant had already necessarily expended $10,452.69 in completing certain portions of the work according to the contract, and would be required to expend the further sum of $21,525 to fully complete the same, making in all $31,977.69 so to be expended by the city in completing the work. It, therefore, gave judgment in favor of defendant against plaintiff for the difference between said $31,977.69 and the balance due on the contract, $4,000.07, viz.— $27,977.62. From this judgment and from an order denying its motion for a new trial the plaintiff appeals.

The sewer system contemplated was to consist of sewers laid in the city, a receiving reservoir or sump, an outfall sewer extending from the sump to and beyond the corporate limits of the city, a pumping plant to pump the sewage from the sump to the place of outfall, an irrigation farm on -which to discharge the sewage, and flush-tanks. The undertaking of plaintiff was to- furnish all the labor and material necessary to construct all of the work on-such sewage system as was specified in “division A” of the specifications, in strict compliance with the specifications therefor, which were attached to and *421 made a part of the contract. The work specified in that division was the furnishing and laying of some forty-two thousand feet of sewer pipe (8-inch, 10-inch, 12-inch and 15-inch), at a specified price per lineal foot according to the size of pipe, and the furnishing of materials and labor in constructing 29 flush-tanks, 109 manholes and 1 overflow, at a specified price for each. Much of the sewer pipe was to be laid several feet below the water level, and it was important that it should be laid so as to prevent, so far as practicable, leakage or seepage from the ground into the pipe. The specifications provided for the best quality of vitrified, salt-glazed, ironstone pipe, which, so far as appears, was in fact used. They further provided that the contractor shall pump out, or otherwise remove any water or sewage which may be found or may tend to accumulate in the trench, “and the trench is to be kept entirely clear of water until all the mortar is set.” They also provided that special care must be taken to properly fill with cement mortar, the annular space at the bottom and sides as well as the top of the joints, a neat finish to be given to the joints, by a further application of similar mortar to the face of the hub, so as to form a continuous and even-beveled surface from the exterior of said hub to the exterior of the spigot all around. Other provisions as to the manner of laying need not be mentioned, as they are not material here.

The work was to be done, according to the contract, “in obedience to such directions as may from time to time be given by the engineer in charge appointed by the said city of Marysville or his authorized agent or agents.” It was provided in the specifications that after the sewers and their appurtenances “have been properly constructed and inspected,” clay or fine earth shall be carefully deposited in the trench so as not to disturb the work, and the trench then refilled—that in case of doubt as to the correct interpretation of the specifications, the matter may be submitted to the engineer in charge, whose decision shall be final—that all materials for work must be satisfactory to the engineer in charge, "and all work, and the order and methods of work, will be under the direction and must be to the satisfaction of the engineer in charge”—that the representatives of the engineer in charge are to be given all desired facilities for the inspection of materials and proc *422 esses used or to be used in connection with the work—that all rejected material is to be removed from the work at once— that any workman or tools that shall not meet the approval of the engineer in charge shall be ordered from the work at the request of said engineer, and such workmen and tools as shall meet the approval of such engineer in charge must be immediately substituted. They further provided: “Progress payments will be made upon the estimates of the value of work done during each month to the extent of seventy-five (75) per cent of the work done during such month. These payments will be made by warrants on the city treasurer, as provided by law. The estimates to be made by the engineer in charge. Pinal payment, including deferred payments, will be made in the same manner upon the completion of the work to the satisfaction and approval of the engineer in charge.”

Plaintiff commenced work under the contract in September, 1903, and proceeded steadily therewith, making the necessary excavations, laying the pipe and doing the other work, and refilling the trenches, until April, 1904, whén the work was apparently supposed by all parties to be completed. Mr. Marsden Manson was the engineer in charge, and had furnished the specifications. He was assisted by Mr. Edward P. Haas, his associate. The work was done under the more immediate supervision of a superintendent for the city, employed by the city at the suggestion of Mr. Manson, one Cyrus Dam, who had under him four inspectors appointed by the city, there being at all times an inspector for the city supervising each gang of plaintiff’s men employed on the work. There was also an engineer employed by the city at the suggestion of Manson to give the lines and grades, one H. G. Butler. No complaint was made as to the manner of work or kind of materials during the progress of the work except in one or two instances, where the matter was at once remedied, and the work progressed to completion to the apparent satisfaction and approval of everybody engaged in supervising the work.

Each month a progress estimate was furnished by the engineer to the common council, certifying the amount and value of the work done up to the first day of the month, with a statement of the amount due the plaintiff. These were similar in form, that of December 4, 1903, which may be taken as a sample, being as follows:—

*423 “San Francisco, Cal. Dec. 4, 1903.
To the Mayor and Common Council op the City op Marysville.
Gentlemen: This is to certify that the following work has been done up to December 1, 1903, by the various contractors for sewer work now under construction in the city of Marysville, and that an estimate of the reasonable value of said work, in accordance with the various contracts is as follows:—
City Street Improvement Co.
{Here follows itemized statement of number of feet of pipe laid and other work.)
Total .........................$13,603.57

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Bluebook (online)
101 P. 308, 155 Cal. 419, 1909 Cal. LEXIS 447, Counsel Stack Legal Research, https://law.counselstack.com/opinion/city-st-improvement-co-v-city-of-marysville-cal-1909.