Gall Landau Young Construction Co. v. Hurlen Construction Co.

693 P.2d 207, 39 Wash. App. 420
CourtCourt of Appeals of Washington
DecidedJanuary 7, 1985
Docket11478-6-I
StatusPublished
Cited by7 cases

This text of 693 P.2d 207 (Gall Landau Young Construction Co. v. Hurlen Construction Co.) is published on Counsel Stack Legal Research, covering Court of Appeals of Washington primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Gall Landau Young Construction Co. v. Hurlen Construction Co., 693 P.2d 207, 39 Wash. App. 420 (Wash. Ct. App. 1985).

Opinion

Scholfield, A.C.J.

— Hurlen Construction Company (Hurlen), a subcontractor, appeals a judgment requiring it to indemnify Gall Landau Young Construction Company, Inc. (GLY), the general contractor, and Great Western Union Federal Savings and Loan Association (Great Western), the owner, for GLY's expenses in repairing two concrete "pads". Hurlen also appeals the award of attorney's fees and costs to GLY and Great Western. Great Western cross-appeals the dismissal of its claims against Pacific Testing Laboratories, Inc. (PTL) and Neil H. Twelker & Associates (Twelker). PTL and Twelker seek their attorney's fees on appeal as compensatory damages, contending that Great Western's cross appeal is frivolous.

In 1977, Great Western decided to build an office building and branch banking facility in the Bellefield Office Park in Bellevue, Washington. It retained a design team consisting primarily of Neil H. Twelker & Associates, a soils engi *422 neering firm, Ralph D. Anderson & Partners/Booth & Koch, an architectural firm, and Ratti & Fossatti Associates, a structural engineering firm. The design team prepared a detailed set of plans, drawings and specifications for the project. Twelker prepared a soils report, describing the subsurface soil conditions that would be encountered during the construction. This report was needed to formulate design specifications and pile driving criteria because the construction site contained an upper strata of peat, irregular in depth, which was unsuitable by itself to support large structures.

In addition to the main office building and attached banking facility, the plans called for the construction of two concrete pads adjacent to the office building, one to support heating, ventilating and air conditioning (HVAC) equipment and the other to support a sewage vault. All three structures were to be supported by timber piles.

The piles supporting the office building were to be driven to "driving criteria" of "30 blows for the last 6 inches". This meant that a pile should be driven until, when struck 30 times, it penetrated 6 inches or less. The piles supporting the HVAC pad and sewage vault pad were to be driven to driving criteria of 15 blows for the last 6 inches. Twelker calculated these criteria.

In May 1979, Great Western and GLY entered into a general contract for construction of the office building and the related structures. This contract provided in part that Great Western would pay GLY the reasonable cost of any extra work performed in the absence of fault by GLY.

In June 1979, Hurlen signed a subcontract with GLY to furnish and drive the timber piles. This subcontract provided in part as follows:

4. Basis and Scope of Payment
Payment . . . shall be accepted by the Subcontractor as full compensation for furnishing all material and for doing all work contemplated and embraced in this agreement; for all loss and damage arising out of the nature of the work aforesaid, and for all risks of every description *423 connected with the said work.
14. Contractual Relationship
Subcontractor . . . agrees to indemnify, defend, save and hold Contractor and Owner harmless from any liability, claim, demand, cost or expense, including attorney's fees, arising out of any act performed, or representation made, by Subcontractor in the performance of any work hereunder.
17. Inspection and Correction
... In the event that any part of the work or any material is determined by Owner or Contractor to be improper or defective, either during the actual performance of work under the General Contract or during any guarantee period provided in the General Contract, . . . Subcontractor shall, immediately upon being notified in writing by Contractor to do so, proceed to remove, dispose and replace the same at its own cost and expense. . . . Subcontractor agrees to pay the Contractor all costs, expenses (including attorney's fees)[,] liabilities [and] consequential damages of Contractor in connection with said replacement or corrections, whether said replacements or corrections are removed, disposed of and replaced by Subcontractor or Contractor.
19. Liability for Injury and Damages
Subcontractor shall indemnify and defend and save harmless Owner and Contractor, and each of them, from and against any and all suits, actions, legal or administrative proceedings, claims debts, demands, damages, consequential damages, liabilities, interest, attorney's fees, costs and expenses or [sic] whatsoever kind or nature and whether they may arise before or after completion of Subcontractor's work under this Subcontract and which are in any manner directly or indirectly caused, occasioned or contributed to in whole or in part through any act, omission, fault or negligence whether active or passive, of Subcontractor or anyone acting und [sic] its direction, control, or on its behalf in connection with or incident to the work; . . .

Exhibit 3.

PTL contracted with Great Western to perform certain testing and inspection activities regarding the pile driving *424 operation. The contract provided that PTL would "perform all tasks and tests enumerated in Section 01400 of specifications". Section 01400-4-A specified the duties of the inspector in part as follows:

1. General:
Keep accurate records; make appropriate reports.
2. Authority of Inspectors:
Full authority to see that specifications are complied with. In the event unforeseen circumstances develop, inspector may stop work and make immediate report to Architect for decision.

Exhibit 2. Section 01400-4-B specified the responsibilities of the inspector in part as follows:

7. Piling:
Conduct tests for bearing capacity of piling; determine bearing strata. Check placement for location and length of piling. Provide continuous inspection of piles and driving. Keep continuous record of all driving operations.

Exhibit 2.

Hurlen began driving the piles for the project on June 4, 1979. On June 19, 1979, Hurlen drove the piles for the HVAC and sewage vault pads. This driving was overseen by a PTL inspector named Brueggeman, who had replaced the original PTL inspector on June 15, 1979. The piles were driven to criteria of 15 blows for the last 6 inches. Piles for the HVAC pad were driven to depths ranging between 34 and 38 feet and piles for the sewage vault pad were driven to depths ranging between 32 and 34 feet. No one observed, and Brueggeman did not record, any difficulty with the pile driving operation that day. Nothing indicated that the piles had been driven to inadequate depths or to criteria other than in strict compliance with the specifications provided by Great Western.

After Hurlen finished driving the piles for the project, GLY built the two pads in accordance with the contract specifications.

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Bluebook (online)
693 P.2d 207, 39 Wash. App. 420, Counsel Stack Legal Research, https://law.counselstack.com/opinion/gall-landau-young-construction-co-v-hurlen-construction-co-washctapp-1985.