Parnell v. Stanfield

288 P.2d 118, 135 Cal. App. 2d 804, 1955 Cal. App. LEXIS 1427
CourtCalifornia Court of Appeal
DecidedSeptember 30, 1955
DocketCiv. No. 5147
StatusPublished
Cited by2 cases

This text of 288 P.2d 118 (Parnell v. Stanfield) 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
Parnell v. Stanfield, 288 P.2d 118, 135 Cal. App. 2d 804, 1955 Cal. App. LEXIS 1427 (Cal. Ct. App. 1955).

Opinion

GRIFFIN, Acting P. J.

It is conceded that the factual background and contentions made on this appeal are fairly set forth in a written opinion of the learned trial judge. We therefore adopt certain portions thereof and excerpts therefrom as appear from the record before us.

In 1953 defendant, appellant and cross-complainant Stan-field, a general contractor, entered into a contract with defendant La Mesa-Spring Valley School District (hereinafter referred to as the school district) to construct certain buildings known as Lake Murray Elementary School. It consisted of various distinct units. Plaintiffs, respondents and cross-defendants, the plumbing contractors, on September 2, 1953, entered into a subcontract with the general contractor to do portions of the work described in the subcontract in the following language: “all Heating, Ventilating and Plumbing, including temporary hookup and as per Edward Rohde Company proposal, dated August 13, 1953,” which recites:

“Confirming our telephone conversation we quote on the above project as follows:
“We propose to furnish and install Plumbing, Heating and Ventilating for the above project, as per plans and specifications, including Addendums #1, #2 and #3 for the sum of Sixty three thousand three hundred twelve and no one-hundred dollars. ($63,312.00).
“The above price does not include the following items:
“Downspouts beyond five (5) feet from building.
“Concrete Work of any kind. ...”

The plans and specifications prepared in behalf of the school district, and forming part of the principal contract, contemplated not only the erection and completion of the several buildings constituting units of the school but also certain features external to the buildings themselves, includ[806]*806ing certain sewer lines, and a drainage system consisting of several units designed to carry off storm waters not only from the several buildings included in the project but also from the school grounds generally and to deposit the same in certain neighboring canyons. The contract provided for metal downspouts attached to the exteriors of the buildings themselves, continued on, reaching the ground level so as to project along the ground in a horizontal position at right angles to the walls of the buildings for a distance of 5 feet therefrom to connect with concrete pipes designed to carry the water off the school grounds as well as the water from the downspouts, and into the canyons referred to. For such water other than that from the buildings, as should be involved in draining the school grounds, certain concrete catch basins were provided for, opening into the concrete drainage pipe system and intended to serve as intakes for the same. The provisions for the drainage system included also certain concrete head walls.

Work under the subcontract was duly completed to the satisfaction of all parties except that a dispute arose between the general contractor and the subcontractor, as to whether or not the subcontract required the latter to construct the system of storm drains referred to, exclusive of the metal downspouts which the subcontractor acknowledged to be a part of his work and duly constructed, and exclusive, also, of the concrete catch basins and concrete head walls, which the general contractor conceded to be excluded from the subcontract, and which he constructed himself. The rest of the drainage system the subcontractor refused to construct, by reason of which the general contractor himself found it necessary to employ another subcontractor to complete the same at a cost of $7,500, to which is added $200 engineering work thereon performed at his own cost by the general contractor. In his payments to the subcontractor the general contractor has withheld from the subcontract price the sum of $13,781.07.

The main question to be decided in the case is whether or not the subcontract required the plaintiff subcontractor to construct the storm drains, in addition to the metal downspouts and so much of their horizontal construction as did not project more than 5 feet from the walls of the building.

The subcontractor does not dispute that the construction of the sewer system, consisting of vitrified pipe, even outside the school buildings, fell within the scope of the subcontract, and has constructed the same accordingly.

[807]*807In determining the issue resort must be first had to the particular provisions of the contract here involved. In the general specifications the section devoted to “Plumbing” begins with the page numbered 93 LM. It opens with the provision that:

“ The General Conditions shall apply to all work performed under this section, the same as if written herein.”
Under the head “Scope of Work” appears the following:
“Includes all labor, permits, materials, tools, appliances and transportation that may be required to furnish and set all plumbing drainage, water supply, plumbing fixtures and gas piping, as called for by the drawings. This shall include sewer, water and fuel gas connections and service. This shall include application for any cost of fuel gas and water meter, vaults, and shall include complete sewerage disposal system as indicated. ...”

Counsel for plaintiff subcontractor stresses the contention that in this whole section, which embraces many pages, there is no detail at all concerning any such thing as storm drainage or a storm drainage system. In the section the expression “plumbing drainage” is used, but it apparently was intended to be synonymous with “sewage drainage” and it would be a strained construction to treat it as referring to “storm drainage.” Apparently this whole section on the subject of plumbing is conspicuous for its lack of any express inclusion of storm drains within its provisions. However, in Addendum 2, page 3, Item 17-c, under the heading “Plumbing Work,” appears the sentence:

“Delete reference to standard cast iron soil pipe, except last sentence and substitute with service weight cast iron soil pipe.
“Add the following paragraph:
“Furnish and install service weight cast iron soil pipe for storm drains from base of downspouts and to a distance of 5'-0" outside of porch for drains four inch (4") size and under. Storm drains over four inch (4") in size shall be concrete drain pipe bell and spigot with cemented joints troweled smooth.”

This appears to be a modification of page 95-LM of the general specifications, included in the section headed “Plumbing,” reciting:

“Soil, waste and vent piping 6" above grade or floor may be standard weight cast iron soil pipe or standard weight galvanized steel pipe; piping below floors, slabs, walks or [808]*808terraces and to a distance of 5'-0" beyond building or less than 24" below grade shall be standard weight cast iron soil pipe. Piping beyond 5'-0" of building shall be cast-iron soil pipe or vitrified clay sewer pipe, as indicated by drawings. ’ ’

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289 P.2d 494 (California Court of Appeal, 1955)

Cite This Page — Counsel Stack

Bluebook (online)
288 P.2d 118, 135 Cal. App. 2d 804, 1955 Cal. App. LEXIS 1427, Counsel Stack Legal Research, https://law.counselstack.com/opinion/parnell-v-stanfield-calctapp-1955.