City of St. Petersburg v. Meyers

55 F.2d 810, 1932 U.S. App. LEXIS 3799
CourtCourt of Appeals for the Fifth Circuit
DecidedFebruary 6, 1932
DocketNo. 6337
StatusPublished
Cited by6 cases

This text of 55 F.2d 810 (City of St. Petersburg v. Meyers) is published on Counsel Stack Legal Research, covering Court of Appeals for the Fifth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
City of St. Petersburg v. Meyers, 55 F.2d 810, 1932 U.S. App. LEXIS 3799 (5th Cir. 1932).

Opinion

SIBLEY, Circuit Judge.

This appeal results from the instruction of a verdict against the city of St. Peters-burg, Fla., in favor of Henry Meyers for a balance claimed under a contract to improve the city’s waterfront. The errors assigned relate to striking on demurrer certain pleas of the city, the rejection of evidence offered by it, and the instruction of the verdict. Meyers sued in three counts: The first a special count on his written contract alleging performance and a balance due; the second a common count for work done and materials furnished; and the third a common count for money due on an account stated. The trial developed without dispute that the special contract existed, had been performed, and that the balance duo on it had been stated. The contract was for the “dredging of two yacht basins and such other dredging as may be necessary to make the required fill shown in attached plan.” It bound the contractor “to dredge a turning basin and build and complete a good, firm, and substantial fill and breakwater in strict accordance with the plans, drawings, profiles and specifications.” The plans showed the two yacht basins and an estimate of 651,000' cubic yards for their excavation. The fill was shown as five neighboring sections requiring an estimated total of 1,300,000' cubic yards. These figures the contract stated to be mere estimates, and payment for the work was to be at a stated rate “for a cubic yard dredged from area indicated and deposited as shown on plans measured in place (fill measurement),” “Method of Measurement.- — The material removed will be measured by the cubic yard in place by means of soundings or cross-sections taken before tbe work starts and after completion of the filling. The attached plan * * * is believed to represent accurately the existing conditions. It will he verified and corrected if necessary by soundings taken shortly before dredging is begun. Monthly estimates will bo based on the surveys of the fill. As soon as practical after the completion of the entire work the area filled will he thoroughly examined by cross-sections and the final estimate will be made.” Kitchen, the city’s director of public works, was to be in charge of the work as engineer, and was given authority to “settle all disputes or questions of doubt that may arise as to the meaning of the plans or any clause of the specifications or method of doing the work.” Arbitration by three arbitrators was provided as to other matters. Monthly payments were to he made on the estimates of the engineer less 15 per cent., and full payment in ninety days after his final acceptance and estimate of the work. The contract does not provide that any estimate of the engineer shall he conclusive. No dispute exists about the dredging. Four of the five sections of the fill ran less than the original estimate. The fifth was estimated at 464,200 cubic yards, but was finally put at over 800',000 yards. A reduction of 34,000 yards was agreed to by the contractor and engineer, and a final estimate issued by the engineer which was accepted by tbe board of commissioners of the city, but not paid. In the light of these undisputed facts, we will examine the rulings complained of.

The second count for work- done and marterials furnished we will lay to one side as was done at the trial, because inconsistent with the special contract proved. We find no error in sustaining counts one and three against the demurrers thereto.

A plea of ultra vires, setting up the fact that a part of the fill was on land belonging to private citizens and the contract was therefore one to use the funds and credit of the city for the benefit of individuals contrary to the prohibition of the Constitution of Florida, art. 9, § 10, was properly stricken. The improvement of the city waterfront, the making of a harbor and a breakwater, with a public drive on the latter as shown by the plans, is upon its face a publie work. The city charter expressly gives power to construct and maintain ship channels, breakwaters, and drives, and to make contracts in connection therewith. Special Act 1913, c. 6772, § 2 (d). And again in section 24 power is given to compel the owners of low ground to fill or drain the same, and on default the city may fill at their expense, making the cost a lien on the property to- be enforced by assessment. The work proposed in this contract was within these powers of the [812]*812city. The disposal of the dredgings from the city’s yacht basins on the land of others was not unlawful if consented to by them, and, if their land is benefited by filling and raising it, the city is not to be the loser, because the cost can be assessed upon the property and its owners. Another plea alleged that it was so assessed and the assessment resisted by the owners as exceeding the true cost by a bill for injunction to which the contractor was named a party; and that he not answering a decree pro confesso had been entered against him. This plea also was rightly stricken on demurrer, for a decree pro confesso entered by the clerk and not followed by a final decree is no estoppel; nor is it shown by the exhibited record that the contractor was eyer served with process. Other pleas set up that the yardage to be paid for was to be determined by the survey made before the fill was started, and by that after the fill was completed, and that thus measured the final estimate was wrong by the sum of $53,226.76, the balance sued for. The contractor contends that the pay is to be measured by the yardage actually put into the fill ascertained in any way the engineer sees fit. The repetition ten times in the contract of the expression “fill measurement” settles the intent that yardage placed in the fill was alone to be considered. Under the title “Method of Measurement” above quoted, it is provided “the material removed will be measured by the cubic yard in place by means of soundings and cross-sections taken before the work starts and after completion of the filling. * * * As soon as practical after the completion of the entire work the area filled will be thoroughly examined by cross-sections and final estimate will be made.” It is further provided: “Necessary bulkheads for confining and grading the materials, with necessary waste weirs, must be provided and maintained by the contractor without expense to the city.” From these provisions, it appears that only yardage in the fill that remains there when the final examination is made is to be counted; the contractor having the duty to place and confine the dredgings. But we think the aim of the contract as to payment is to compensate the contractor for each cubic yard so placed and confined, and that, while the two surveys are the primary and controlling measure of the yardage, if either can be shown to be in fact wrong the error is not beyond correction. On the trial it appeared that almost twice the yardage originally estimated is claimed to have gone into the “assessment section” of the fill, although the original estimates proved about right on all the other sections. Whether there was error in the first or final survey, or in the mathematical computation of their results, are questions not precluded by a fair interpretation of the contract. It is contended that the original survey of the fill was erroneous, in that it profiled in some places as the bottom what was really ooze or soft mud which ran out with the water as the fill was made. To the extent that this was true, we think that the contractor was entitled to a correction of the original survey. But there are possibly great engineering difficulties in ascertaining the true profile of the original bottom after the filling has been done.

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Bluebook (online)
55 F.2d 810, 1932 U.S. App. LEXIS 3799, Counsel Stack Legal Research, https://law.counselstack.com/opinion/city-of-st-petersburg-v-meyers-ca5-1932.