Hawley v. Orange County Flood Control District

211 Cal. App. 2d 708, 27 Cal. Rptr. 478, 1963 Cal. App. LEXIS 2963
CourtCalifornia Court of Appeal
DecidedJanuary 10, 1963
DocketCiv. 6900
StatusPublished
Cited by17 cases

This text of 211 Cal. App. 2d 708 (Hawley v. Orange County Flood Control District) is published on Counsel Stack Legal Research, covering California Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Hawley v. Orange County Flood Control District, 211 Cal. App. 2d 708, 27 Cal. Rptr. 478, 1963 Cal. App. LEXIS 2963 (Cal. Ct. App. 1963).

Opinion

SHEPARD, J.

This is an appeal by plaintiff from a judgment of nonsuit in an action for damages for alleged breach of contract.

Facts

The facts come to us in an engrossed settled statement. Because it is succinct and terse, we quote it:

“Plaintiff contracted to construct a public improvement for defendant consisting of Huntington Beach Channel and a portion of Talbert Channel, in the County of Orange, State of California, in accordance with certain Plans and Specifications prepared by defendant. (Plaintiff’s Exhibit 5). Item 15 of said contract required plaintiff to construct a sewer line and three (3) manholes.
“On or about June 24th, 1959, plaintiff began excavating a trench for said sewer line.
“Prior to the commencement of said excavation, defendant notified plaintiff that the wrong type of manhole had been designated on the Plans and instructed plaintiff not to install any of the manholes until revised Plans were issued.
“Plaintiff completed all of the excavation and laid all of the pipe for said sewer line by July 15th, 1959. From that date until September 10th, 1959, the sewer trench remained open.
“The new sewer line was to tie into an existing line at a point thirty (30) to forty (40) feet west of the west bank of the proposed flood control channel. One of the manholes which plaintiff was to construct was to be located at the point where the two lines were to intersect. Plaintiff’s excavation between said manhole and the west bank of the channel was six (6) to eight (8) feet in depth. The water table in that area was above the bottom of the trench, and twelve (12) to fourteen (14) inches of ground water were present in the trench at all times between July 15th, 1959 and September 10th, 1959.
“On July 30th, 1959, plaintiff wrote to defendant, advising that the revised plan for the manholes had not yet been received and that allowing the trench to stand open for a long period of time created a dangerous condition. (Plaintiff’s Exhibit 2).
*711 “On August 4th, 1959, defendant sent plaintiff the revised plan for the manholes and requested plaintiff to submit a price for making the change. (Plaintiff’s Exhibit 3). Plaintiff did not receive a copy of said revised plan at any time prior to August 5th, 1959.
“On August 5th, 1959, plaintiff wrote to respondent, submitting the price of One Thousand Sixty-five Dollars and Ninety Cents ($1,065.90) for installing the manholes according to the revised plan. (Plaintiff’s Exhibit 4).
“On August 26th, 1959, defendant gave plaintiff written authorization to install said manholes. (Plaintiff’s Exhibit 1).
“On several occasions between July 15th, 1959 and August 26th, 1959, plaintiff requested permission from defendant to backfill the sewer trench. Defendant refused to allow plaintiff to backfill any portion of the trench, except that part within the channel itself which had been encased in concrete, until the sewer line had been tested. The line could not be tested until the manholes were installed.
‘‘ Plaintiff commenced building the manholes on August 27th, 1959, and worked steadily until September 10th, 1959. By that date plaintiff had tied in the new line so that sewage was running through it, and was preparing to test the line.
'' Before said line could be tested and said excavation back-filled, the banks of the sewer trench between the west bank of the flood control channel and the manhole caved in, knocking the sewer line out of place and causing it to part at the joints. Sewage flowed out of the line through the parted joints and flooded the trench.
" The cause of the cave-in was the gradual weakening of the banks of the trench which occurred as a natural result of allowing it to stand open for an unreasonable length of time considering the depth of the trench and the presence of ground water.
“According to custom and practice in the sewer construction industry one week would have been the normal time for defendant to have drawn and delivered to plaintiff the plans for the revised manholes.
“Plaintiff worked for thirteen (13) days with a crew of from five (5) to fifteen (15) men and various excavating and pumping equipment to repair the damage caused by the cave-in. The reasonable value of said work is the sum of Three Thousand Dollars ($3,000.00).
“At the conclusion of plaintiff’s case, defendant filed with *712 the court a written Motion for Non-suit with Points and Authorities attached thereto, and defendant filed Points and Authorities in Opposition to the Motion. After listening to oral argument on behalf of both parties, the trial court declared that in its view the evidence adduced by plaintiff was sufficient to establish a prima facie case of breach of contract based upon the unreasonable delay by defendant in furnishing plaintiff with revised Plans and written authority to proceed with the work of constructing the modified manholes. The Court concluded however, that recovery of damages for said breach was precluded by that portion of Section 6-06 of the Specifications (Plaintiff’s Exhibit 5) which reads as follows:
“ ‘Furthermore, if the contractor suffers any delay caused by the failure of the District to furnish the necessary right-of-way or materials agreed to be furnished by it, or by failure to supply necessary plans or instructions concerning the work to be done after written request therefor has been made, the contractor shall be entitled to an extension of time equivalent to the time lost for any of the above-mentioned reasons, but shall not be entitled to any damages for such delay. ’
“The trial court granted defendant’s Motion on the sole ground that recovery of damages was precluded by the above portion of the Specifications. Judgment for defendant was entered on August 7th, 1961.
“On appeal, plaintiff intends to raise only the point that the portion of Section 6-06 of the Specifications above quoted does not prohibit the recovery of damages by plaintiff herein. ’ ’
=£ * *

Plaintiff contends that the trial court’s judgment was error because (he contends) plaintiff proved a prima facie case of breach of contract; that the trial court so stated for the record; that a governmental agency cannot escape damages for breach of contract by using a provision that there shall be no damages for delay; that the damage suffered by plaintiff was not within the contemplation of the parties in their use of the “no damage” clause and that these results ensue for the additional reason that unless a forfeiture clause in a public contract is construed to preserve the fundamental right of the contractor to expect no unreasonable interference with his work such forfeiture clause is against public policy and void.

Nonsuit

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Bluebook (online)
211 Cal. App. 2d 708, 27 Cal. Rptr. 478, 1963 Cal. App. LEXIS 2963, Counsel Stack Legal Research, https://law.counselstack.com/opinion/hawley-v-orange-county-flood-control-district-calctapp-1963.