Gonsalves v. Petaluma Building Materials Co.

181 Cal. App. 2d 320, 5 Cal. Rptr. 332, 1960 Cal. App. LEXIS 2002
CourtCalifornia Court of Appeal
DecidedMay 26, 1960
DocketCiv. 18734
StatusPublished
Cited by16 cases

This text of 181 Cal. App. 2d 320 (Gonsalves v. Petaluma Building Materials Co.) 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
Gonsalves v. Petaluma Building Materials Co., 181 Cal. App. 2d 320, 5 Cal. Rptr. 332, 1960 Cal. App. LEXIS 2002 (Cal. Ct. App. 1960).

Opinion

TOBRINER, J.

Appellant, the bystander victim of a truck collision, unsuccessfully contends that the judgment for respondents cannot stand because of the submission to the jury of certain erroneous instructions, the refusal of other proposed instructions, the denial of his motion for new trial, and the court’s striking of his affidavit in support of that motion.

This highway accident case originated in an area where the north and southbound roadways are separated by 40 to 50 feet of open ground. Following the procedure of the trial court, we designate the fast moving north lane, closest to the dividing zone, N-2 and the slowing moving lane N-l; their southbound counterparts we designate S-l and S-2. At the time of the accident drainage ditches were being installed on the west side of the southbound highway, and appellant, employed by contractors Jurkovich and Reichhold, operated the sweeper which cleared the dirt from the road. To the north of the construction area a crossover extends from the north to the southbound highway; and to the south of this work area, a crossover from the south to the northbound highway.

In performing the sweeping operation appellant left the island between the two highways at a point 500 feet south of the north crossover; he proceeded to the western edge of S-l and swept southward to the southern crossover; turning left onto it he made another left turn into lane N-l; by a third *326 left turn he entered the center island 500 feet south of the north crossover. The water truck followed behind. Finishing his first sweep appellant parked in the dividing zone and waited for the water truck to complete its circuit. The water truck proceeded north in lane N-l.

Respondent Boyd, driving a truck north in lane N-2 at 50 miles per hour, five miles below the speed limit, noticed the water truck in lane N-l travelling at 20 miles per hour. Though Boyd knew that construction work was in progress on the southbound highway he did not associate the water truck with this construction, and indeed the northbound highway was not marked with any traffic-construction signs. As the two trucks approached the collision point the water truck, according to Boyd, made a left turn 30 feet in front of respondent’s truck, crossing a foot and a half into lane N-2; according to Jurkovieh, the water truck’s driver, he “was going to pull into the left lane and then pull in front of the sweeper . . . in the dividing strip.” Boyd, seeking to avoid a collision, decelerated, swerved towards the dividing zone, but, seeing appellant there, veered back onto the highway, and collided with the water truck. Boyd “had applied the brakes by then” and his vehicle was out of control; the truck slid on the loose ground of the dividing zone, and struck appellant.

We consider appellant’s attack upon the judgment for respondents, after the jury’s verdict, under three main classifications—Instructions Given, Instructions Refused, and Motion and Affidavit for New Trial.

Instructions Given

Appellant objects to three of the rendered instructions, the first and main objection being to the instruction 1 on Vehicle Code, section 525, subdivision (b) 2 , and conduct in violation of it. This attack proceeds on three theories: (1) Vehicle Code, *327 section 453, subdivisions (b) and (e) 3 exempt the water truck from the rule in section 525, subdivision (b); (2) no evidence exists that the water truck ever made a left turn; therefore, the instruction is not responsive to the evidence; and (3) the instruction is likewise nonresponsive because the record is devoid of any proof that, pursuant to section 144 of the Streets and Highways Code, 4 the State Highway Engineer authorized this highway to be divided. We analyze each contention in the order stated.

Appellant’s first contention succumbs to the literal wording of section 453, subdivision (e). The water truck upon entering the southern crossover ceased to be “actually engaged in work upon the surface of the road” and at that point commenced “traveling to . . . such work,” thus subjecting its operations to section 525, subdivision (b), and the other provisions of division 9. The exemption afforded by section 453 cannot exceed the purpose for which it was enacted: the release of vehicles “actually engaged” in construction work from traffic laws designed for the regulation of normal highway traffic. While the Legislature relaxed, because of the dissimilarity between normal highway travel and construction work, the traffic rules of division 9 for construction vehicles, in the performance of construction work, the Legislature did not clothe such vehicles with a general immunity when operating outside of the immediate construction area. Any such concept would cause a dangerous confusion upon members of the motoring public, who rightly assume that general traffic regulations apply to these vehicles when they *328 operate in an area which neither carries its own warning signs nor any indication that it is a construction zone.

The construction area in the instant case extended for some 500 feet along the southbound roadway of this divided highway ; only this area was marked as a construction zone. The northbound roadway, concededly divided by 40 to 50 feet from its southbound counterpart, was not marked as a construction zone and indeed the 55 miles per hour speed limit applied there; this roadway clearly did not constitute a construction area where the water truck “actually engaged in work upon the surface of” the highway.

Yarrow v. State (1960), 53 Cal.2d 427 [2 Cal.Rptr. 137, 348 P.2d 687], does not sustain appellant’s flat contention that the case adversely disposes of the instant instruction on section 525, subdivision (b). In that ease both parties assumed the applicability of section 453, the state contending that the section indicated no waiver of sovereign immunity and the plaintiff arguing that at most it exempted public employees from penal sanctions for violation of the Vehicle Code. Moreover, in that case, the evidence revealed that plaintiffs had passed two road construction warning signs, that a bulldozer actually engaged in work upon the highway and that plaintiff Yarrow overturned his car in attempting to pass the bulldozer. In holding that section 453, subdivision (b) did not “retain sovereign immunity for the negligent operation of motor vehicles while actually engaged in highway construction or repair . . ,”(p. 441), the Supreme Court stated: “The provisions of section 453, subdivision (b) seem to be clearly limited to the penal consequences of violations of Vehicle Code regulations. . . . To the extent that the public employee is relieved from the per se consequences of violation of Vehicle Code regulations, it would seem that the public employer . . . should also be relieved from liability for per se negligence. ...” (Pp. 441, 442; emphasis added.) The court suggests as a “reasonable solution” that “the public employer is relieved from per se

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Bluebook (online)
181 Cal. App. 2d 320, 5 Cal. Rptr. 332, 1960 Cal. App. LEXIS 2002, Counsel Stack Legal Research, https://law.counselstack.com/opinion/gonsalves-v-petaluma-building-materials-co-calctapp-1960.