Brown v. Benton County

197 P. 7, 115 Wash. 373, 1921 Wash. LEXIS 722
CourtWashington Supreme Court
DecidedApril 12, 1921
DocketNo. 16128
StatusPublished
Cited by1 cases

This text of 197 P. 7 (Brown v. Benton County) is published on Counsel Stack Legal Research, covering Washington Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Brown v. Benton County, 197 P. 7, 115 Wash. 373, 1921 Wash. LEXIS 722 (Wash. 1921).

Opinion

Fullerton, J.

— In January, 1918, the appellant, Benton county, acting through its board of county commissioners, entered into a contract with the respondent, O. S. Brown, by the terms of which the respondent agreed to rebuild a part of Permanent Highway No. 9 in the appellant county, according to certain “profiles, maps, plans, and specifications,” which were attached to the contract. Generally, the contract provided for sub-grading the highway to a width of twelve feet (fourteen feet on the curves) so as to make the surface conform to certain defined gradients, and for depositing thereon gravel, with a suitable binder, to a depth of eight inches. Specifically, the contract provided:

[375]*375“ The sub-grade shall be brought to shape and true in crown and grade as required by the plans for securing the hard surface roadway. The finished surface of the sub-grade shall conform to the standard cross-section of the road and shall be at all places -six inches below the grade as laid down for the finished roadway, and ruts or depressions in the finished sub-grade shall be filled with sound material and sub-grade approved by the engineer before the surfacing material shall be placed thereon.
“Gravel from approved gravel bars of the Columbia river shall be used on this work as far as practical. Gravel from other pits may be used after approval by the engineer.
“All material shall be screened or otherwise separated so that the gravel placed upon the - road shall be of such size as to pass through a screen of 1% inch openings, and no gravel of greater dimensions shall be placed upon the road.
“A small percentage of clay or fine material will be allowed in the gravel, but if in the opinion of the engineer there be an excess of such clay or fine material, such excess shall be removed before the gravel is placed upon the road.
“Gravel shall be placed and spread to a uniform depth of 8 inches over the sub-grade and to a width of twelve feet, except as otherwise shown upon the plans or specifications. All curves shall be finished as shown on the detail plans herewith.
“Material shall be so distributed as to obtain the best results upon completion. Ruts caused by hauling over material already placed whether due to the contractor’s vehicles or public traffic, shall be kept repaired and filled, by dragging the gravel already placed, dragging to be done daily if traffic is heavy or if material ruts badly.
“Clay or other suitable binding material shall be added as directed by the engineer, so that the surfacing will'pack firmly under traffic, and the cost of placing such clay or binder shall be included in the price bid for the work.
[376]*376‘ ‘ That in all cases of ambiguous expression or doubt as to the correct interpretation of the specifications, the matter shall be submitted to the county engineer, who shall make final decision as to. the disputed sections.
“Wherever the word ‘engineer’ occurs it refers to the county engineer of Benton county, or duly authorized deputy or assistants, by whom all directions and explanations necessary for the completion of the described work will be given.
“No deviation from the specifications or detailed plans will be allowed, unless written permission shall have been obtained previously from the engineer, with the consent of the board of county commissioners, by resolution and with the approval of the state highway department.
“The contractor shall provide safe and proper facilities at all times for the inspection of the work by the board or its authorized representatives. All materials and methods shall be subject to the approval of the engineer.
“Defective work may be condemned at any time before the final acceptance of the work. Notice of condemnation shall be given in writing by the engineer, such condemned work shall immediately be taken down and changed. Defective material shall at once be removed from the job and disposed of to the satisfaction of the engineer. Failure or neglect of the engineer to condemn unsatisfactory material or reject inferior workmanship shall in no way release the contractor, nor shall it in any way be construed to mean the acceptance of such work, nor shall final acceptance of such work bar the county of Benton from recovering damages in case fraud was practiced.
“The right is reserved by the engineer to make changes in the grades to balance the cuts and fills, and it is hereby understood that such change shall not invalidate the contract in any manner whatsoever.
“The county commissioners reserve the right to make such changes by resolution in the plans and spe[377]*377cifications as may, from time to time, appear to them necessary or desirable, and all such changes shall in no wise invalidate the contract.
“It is understood and agreed by and between the parties hereto, that the work included in this contract is to be done under the direction and supervision of the county engineer or construction engineer, who may he designated the engineer, in charge by the board, and hereinafter called the engineer, and his decision as to the true construction and meaning of the profile, maps, plans and specifications and estimates shall he final.
“Payment shall he made for work and labor performed and material furnished under this contract, according to the lump sum price of nine thousand four hundred and eighty-six dollars ($9,486), and in no other manner whatsoever. The engineer shall determine the unit quantities and the proper classification of all work done and material furnished under the provisions of this contract and agreement, and his determination thereof shall he final, conclusive and binding upon the contractor. Partial payments upon this contract, not to exceed eighty (80) per cent of the work done, shall be made at the request of the contractor, once each month, said payments to be made upon the estimates of the engineer in charge.
“Final payment for said work shall he made within thirty (30) days after the entire work has been completed and accepted and certificate has been made by the engineer and the state highway commissioner that such work has been fully completed in accordance with the contract, profiles, maps, plans and specifications.”

The respondent entered on the performance of the contract and completed its performance to the satisfaction of the engineer in charge within the time limited in the contract for its completion. The work as performed, however, did not satisfy the hoard of county commissioners of the appellant county. In the progress of the work, the contractor added to the gravel as [378]*378a binding material, under tbe direction of tbe engineer, tbe ordinary surface dirt found along.the sides of tbe highway. This did not cause tbe gravel to pack “firmly under traffic,” and tbe board of county commissioners conceivéd it not to be a compliance with tbe contract. Tbe board thereupon caused additional and different binding material to be placed thereon at a cost to tbe county of $2,423.75.

As tbe work progressed, tbe contractor was paid on estimates furnished by tbe engineer tbe sum of $7,504.48.

Free access — add to your briefcase to read the full text and ask questions with AI

Related

Spokane County v. Pacific Bridge Co.
213 P. 151 (Oregon Supreme Court, 1923)

Cite This Page — Counsel Stack

Bluebook (online)
197 P. 7, 115 Wash. 373, 1921 Wash. LEXIS 722, Counsel Stack Legal Research, https://law.counselstack.com/opinion/brown-v-benton-county-wash-1921.