City of Richmond, Ky. v. Fidelity & Deposit Co. of Maryland
City of Richmond, Ky. v. Fidelity & Deposit Co. of Maryland
Opinion of the Court
The city of Richmond, in April, 1920, entered into a contract with Lampton & Burks, general contractors, to construct a concrete base, asphalt surface paving, with curbs and gutters, over several city streets. Lampton & Burks guaranteed the good quality of the work and the necessary maintenance for a period of five years. To secure the performance, they gave a $200,000 bond, with the Fidelity Company as surety. Within a year, serious trouble developed on what is known as the East Main Street hill. This wa§ repaired by the city, but troubles continued, and early in 1925 this pavement had gone to pieces. The city made claim against the surety, which sent its engineer-adjuster. The cost of this repair was estimated at about $10,000, and of other repairs at about $5,-000, and the surety paid, and the city accepted, this $15,000 in full release of the bond. Later, the surety brought this suit, alleging that its acceptance and payment of the $10,000 claim had been induced by the city’s fraud, and seeking judgment for this amount. The ease was heard as in equity, and the Surety Company recovered the desired judgment.
The issue mainly litigated and argued is whether the city so misled the' surety, as to any essential fact and by representations upon which the surety has the right to rely, that a rescission is justified. There is no room for the theory of mutual mistake; unless the plaintiff establishes fraud, actual or constructive, it must fail; and the plaintiff in such an issue carries more than the ordinary burden of proof; it must establish the fraud by clear and convincing evidence.
Preliminary to examining the merits upon this issue, a question arises as to the right to a partial rescission. The contract of settlement covered all claims that had arisen under the bond, or which during the remainder of the five-year period might arise, against the surety. The claims which were at that time being urged against the surety related to (a) the entire work on East Main Street hill, — base, top, curbs, and gutters; and (b) curbs, gutters, and some top defects, scattered over other streets and other parts of this street. The amount of the total settlement was arrived at by estimates upon each item involved in (a) and (b). The alleged fraud, said to justify rescission, applies only to (a) — indeed, perhaps, only to part of the items involved in (a).. Whether the adjustments agreed upon as to (a) and (b) were so separate that (a) could be rescinded and (b) left in force, or whether, on the other hand, the whole matter was a give and take settlement, no part of whieh was wholly independent, so that to rescind part and retain part makes for the parties a new bargain and enforces against the city compromises and concessions involved in (b) which it would not have made except for concessions received in (a), is not upon this record made as clear as it might have been. The burden was doubtless upon the surety to show that (a) was so separable as to justify rescission by itself; for the purposes of this opinion, we assume that the surety made a sufficient showing to this effect to require the city to go forward
Coining to the alleged fraud: The basis of the surety’s contention is that it was liable only for the contractor’s poor material or workmanship; that the pavement in question failed in neither of those respects, hut disintegrated only through the action of water which worked up through the base and destroyed the top, and for which water damage the surety was not liable; and that, at the time of settlement, though the city knew the damage had been caused by water and not by poor work, it concealed that knowledge from the surety, and misled the surety into believing that water damage was not the cause.
If water caused the damage, it came from one of two sources: (1) Leaking water mains or service pipes, or (2) ground water coming out between the strata of the limestone rock in the hill on the side of which the road diagonally ascended and upon which strata the pavement concrete base was laid. As to liability for (2), the contract is somewhat ambiguous, because in one place it guarantees only the good quality of materials and workmanship, and in another place it guarantees the maintenance of the work in good condition for five years against all causes, excepting water mains and sewers. Giving the surety the benefit of the doubt, and assuming that the intent was to limit the liability to the results of defective workmanship or material, it is not easy to see how this ground water, if there was any, could force its way up through a properly constructed six-inch concrete base to disintegrate the top; but here again we assume that, if the damage came from such ground water only, the surety was not liable.
There is no dispute that, preceding the time of the settlement, the pavement on this hill had gone to pieces, so that the only practicable way of putting it in good order was to strip off the top and the binder, down to the concrete base, and lay them over again. The first question must be: Was this condition dominantly due to water damage of either kind, (1) or (2) ? We may well start with the view of the surety’s engineer-adjuster, a man of wide experience and capacity, whom, after preliminary negotiations, it sent from its home office to represent it. He described the bad condition of the pavement, said that he saw nothing indicating to him that it had been caused by water from below, and that he considered his company very plainly liable. “It was in awful condition, and if we were not liable for that, I do not know what [we] were liable for.” To claim that the damage had been caused by water, exonerating the surety, and yet that this expert, representing the surety and examining all apparent conditions — and they had not been in any respect remedied — did not even think of claiming that the damage was from this excusing cause, is to put a very heavy initial burden on the surety.
The evidence of poor workmanship and materials might well have been convincing to him. Several sections of the pavement had recently been cut out and sent away for analysis. This analysis, exhibited to him, indicated that neither the concrete base, bituminous binder, nor asphalt top complied with the specifications; it disclosed inferior materials and/or poor mixing. When the .street" was later stripped, it was further disclosed that the concrete base was of uneven thickness, being in places only two inches thick instead of six — indeed, in two places there was no concrete, the top being laid directly on the bed rock — that it had not been properly cleaned before applying the binder, and that the top was of uneven thickness varying from five inches to two, and of uneven consistency. This proof of defects existing at the time of settlement was not directly disputed. Wo find contra only the fact that the work had passed the city inspector at the time, and the general testimony of the contractor that the work was properly done. There is then the testimony of one of the contractor’s workmen that he was instructed to use poorer material than that specified.
Passing then from the facts and appearances at the time of settlement to the history of the trouble: Within a few months after the work was done, water came up through the pavement at the bottom of the hill and continued to run in a stream. A water main ran up the hill under the pavement, and, when the grade had been ent down, at the time of the paving, a trench was cut in the underlying rock, the main relaid therein, and the trench filled with loose rock and the concrete base laid over it. Suspecting a leaky main, overlying sections of the pavement were removed progressively up the hill until a leak was found at the Elder service, a little below the top of the hill. This was repaired, and the original contractors restored the pavement where it had been injured by the water and by these section cuttings. It was fully understood between the city and the contractors that this responsibility rested on the city, and it paid the contractors for this
It is urged that the trouble developed chiefly in the north half of the roadway, while as to the south half the pavement was relatively good, thus indicating that bad material and workmanship could not have been the cause. The answer is that the north half was the downward traffic side, the hill was steep, and was used by loaded trucks coming down from the station; it clearly appears that such traffic would use up a pavement much more quickly than up-hill traffic with lighter loads. There is testimony that water was seen “bubbling up” out of some of these holes in the pavement, thus indicating pressure from higher up the hill rather than the running over of pavement surface water; but it is difficult to surmise physical facts consistent with proper pavement construction which would produce this result. The testimony regarding it is brief and casual, and we must attribute it to natural exaggeration rather than to accurate observation and memory. Considering the proved absence of any water main leak at that time, it is too improbable to be the basis of a serious conclusion.
Upon the whole record, it does not appear by a preponderance of proofs that the bad condition of the pavement on this hill in 1925 was substantially due to water leaks or water
The mayor’s first letter to the surety said that he had repeatedly complained to the contractors and they would pay no attention. To Ms complaint in 1922 they had paid attention and had convinced him that the damage was from water, outside of their liability. To his further complaint in 1923 they had promptly answered, but had done nothing. His letter to them of February, 1924, remained, after eleven months, entirely unanswered. We cannot see that his overstatement in this particular, in his letter to the surety, indicates substantial misleading. No ono representing the surety asked to see the correspondence with the contractors until after the settlement; as soon as requested, it was shown. The mayor’s letter also said that he understood the contractors had been adjudicated bankrupts, and so it was useless to follow them. The surety’s representative made no substantial efforts to find whether this was true, or to reach the contractors and get their side of the story. In fact, the contractors, as partners, had not been so adjudicated, hut a corporation of a similar name, in which form they had latterly carried on their contracting business, had been declared a bankrupt, and the partners were irresponsible. This inaccuracy in the may- or’s letter was immaterial.
The whole strength of the surety’s ease on this line rests on the conclusion that, because in 1922 the city and the contractors had joined in accepting the theory that the damage was from water, and that the contractors were not liable,
For the reasons stated, the decree must he reversed and the record remanded, with instructions to dismiss the bill.
There is reference to this understanding as an “agreement.” It was not. There was no consideration to support a contract. It was merely acquiescence by the city in the contractors’ explanation of the trouble.
Brandt on Suretyship (3d Ed.) § 447; Pomeroy’s Eq. Jurisp. vol. 2 (4th Ed.) § 907; Story’s Eq. Jurisp. vol. I (14th Ed.) § 448; caso cited in those texts; Frank Fehr Brewing Co. v. Mullican, 66 S. W. 627, 23 Ky. Law Rep. 2300.
Reference
- Full Case Name
- CITY OF RICHMOND, KY. v. FIDELITY & DEPOSIT CO. OF MARYLAND
- Status
- Published