Cahill v. Adams & Sullivan

197 S.W. 657, 177 Ky. 210, 1917 Ky. LEXIS 570
CourtCourt of Appeals of Kentucky
DecidedOctober 16, 1917
StatusPublished
Cited by1 cases

This text of 197 S.W. 657 (Cahill v. Adams & Sullivan) is published on Counsel Stack Legal Research, covering Court of Appeals of Kentucky primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Cahill v. Adams & Sullivan, 197 S.W. 657, 177 Ky. 210, 1917 Ky. LEXIS 570 (Ky. Ct. App. 1917).

Opinion

Opinion of the Court by

Judge Carroll

— Affirming.

In 1913 the city of Louisville ordered the improvement of Beargrass creek from Baxter avenue to Kentucky street. The work contemplated consisted of straightening the channel and enclosing it with concrete bottom and concrete walls, and this required consider[211]*211able excavation and blasting. The plans and specifications divided the work into three sections designated as section “E,” extending from Baxter avenue to Broadway; section “F,” extending from Broadway to Breckinridge street; and section “G,” extending from Breckinridge to Kentucky streets. The contract for the three sections was let to Cahill, the appellant, and he after-wards sublet section “F,” which was the middle section, to the appellees, Adams & Sullivan, Cahill retaining the contract to do the work required on sections “E” and “G.” The contract entered into between the city and Cahill provided that the work on all three of the sections should be completed on or before April 1, 1915, and this contract was made a part of the contract between Cahill and Adams & Sullivan; or, in other words, Adams & Sullivan in their contract with 'Cahill agreed to perform all the stipulations and conditions in the contract between the city and Cahill.

It appears that Cahill finished the work on sections “E” and “G” and it was ready for acceptance by the city on April 1, 1915, the time specified in the contract. But Adams & Sullivan did not complete section “F” until August 6, 1915, four months after it should have been completed according to the terms of the contract, and the city would not accept any of the work until all of' it had been completed; so that sections “E” and “G” were not accepted until August 6, 1915.

Under the contract the city required Cahill to execute a bond for the performance of the contract, and the original bond executed by him expired on April 1, 1915, as that was the time fixed for the completion of the work, but as the section sublet to Adams & Sullivan was not completed until August, 1915, it became necessary that Cahill should execute a new bond, for which he was required to and did pay $609.66.

The contract further provided that during the progress of the work the contractor should be paid 90% monthly, the remaining 10% being withheld by the city until the whole work was completed and accepted. It further appears that the 10% retained on account of sections “E” and “G” was $22,455.40, and this sum, which would have been paid to Cahill on April 1, 1915, if all of the work had then been completed, was not paid to him until August 6, 1915, when the work on section “F” was finished and the whole contract completed and accepted.

[212]*212After the work had been completed Adams & Sullivan brought this suit against Cahill seeking to recover from him $3,204.32, being the amount of the 10% retained on account of the work done on section ‘ ‘ E. They' also sought to recover $525.42, interest which they alleged was wrongfully retained by Cahill. They further set up that section “E” constructed by Cahill was adjacent to and down the stream from section “F” constructed by them, and that on the boundary line between the two sections, “F” and “E,” Cahill put a dam across the creek so that the water of the creek was dammed up and held back, and the debris — rocks, mud, sewage and trash of -every kind that came down the creek from points above — was stopped by the dam, and the water and this debris would back up on section “F,” and in consequence of this they were compelled to and did, in performing’ the contract for the improvement of section “F,” remove the water and debris that had been thrown up on section “F” by this dam at a cost to them of $5,182.00. They further claimed other damages in the sum of several thousand dollars.

In his answer, after controverting’ the averments of the petition, Cahill, by way of counter-claim, sought to recover from Adams & Sullivan the interest on $22,-455.40 for four months, amounting to $449.10, and $609.66, the amount paid as premium on bond from April to August.

On a trial of the case before a jury there was a verdict and judgment against -Cahill on his counter-claim and in favor of Adams & Sullivan for $4,061.65. This judgment was based on the verdict which allowed Adams & Sullivan $500.00 damages caused by obstructions due to the dam, $3,466.65 admitted to be due by Cahill, and $95.00 on account of a claim growing out of a boiler.

On this appeal by Cahill he complains only of three items: (.1) The allowance by the jury of $500.00 on account of the construction of the dam across the creek at the junction of sections “E” and “F”; (2) the failure to allow, him the additional premium that he was required to pay for the bond, namely, $609.66; and (3) the loss of interest on 10% retained from April 1st to August 6th, amounting to $449.10.

On the subject of the dam, the court instructed the jury that if they believed from the evidence that the dam constructed by Cahill across Beargrass creek interrupted and retarded the waters usually flowing in [213]*213Beargrass creek, and backed them up over the part of the work in Beargrass creek which the plaintiffs were constructing, and thereby caused earth and other material coming down the stream to collect and deposit on the work being prosecuted by the plaintiffs, and retarded the water from passing off of section “E” and down through the channel of Beargrass creek, and that the plaintiffs were thereby injured or damaged either in the cost of additional pumping or in excavating and removing detritus and soil brought down by said stream and retained by said dam, if any such there was, then the law as to this item of claim was for the plaintiffs and the jury should so find and award the plaintiffs such sum in damages as they believed from the evidence would fairly and reasonably compensate plaintiffs for the cost of such additional pumping, if any, not exceeding $2,000.00, and such additional excavating, if any, not exceeding $3,182.00.

And also instructed them that if they believed from the evidence that Adams & Sullivan were injured by deposits of dirt and detritus on their work, and the flooding thereof by water, but further believed that the said deposits of dirt and detritus and said flooding were caused by freshets in Beargrass creek which raised the water over and above the dam mentioned in the first instruction, and that this was the injury complained of, they should find for Cahill.

On the subject of the extra premium on the bond and the interest on the $22,455.40 retained,' the court instructed the jury that they should find for the defendant on his counter-claim the sum of $609.66, the amount of the extra premium paid by him on his surety bond, and the further sum of $449.10, being interest on $22,-455.40, the retained percentage on sections ££E”and ££Gr,” unless they believed from the evidence that the delay of Adams & Sullivan in completing said work on section ££F” within the time limited by the contract was caused and brought about by the failure of the city of Louisville to furnish said Adams & Sullivan part of the detail plans to be used by them in the performance of said work in time to complete same within the time limit of the contract, and that but for such failure, if any there was, they would have completed said work on time, in which latter event they should find against the defendant, Cahill, as to these two claims.

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Bluebook (online)
197 S.W. 657, 177 Ky. 210, 1917 Ky. LEXIS 570, Counsel Stack Legal Research, https://law.counselstack.com/opinion/cahill-v-adams-sullivan-kyctapp-1917.