Gonzales v. City of Atwater

6 Cal. App. 5th 929, 212 Cal. Rptr. 3d 137, 2016 Cal. App. LEXIS 1092
CourtCalifornia Court of Appeal
DecidedDecember 15, 2016
DocketF070832
StatusPublished
Cited by19 cases

This text of 6 Cal. App. 5th 929 (Gonzales v. City of Atwater) 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
Gonzales v. City of Atwater, 6 Cal. App. 5th 929, 212 Cal. Rptr. 3d 137, 2016 Cal. App. LEXIS 1092 (Cal. Ct. App. 2016).

Opinion

Opinion

GOMES, J.

In December 2010, Michelle Carrizales was making a left turn at an intersection in the City of Atwater (City) when she struck and killed Delia Gonzales, a pedestrian in a crosswalk. Gonzales’s husband and five adult children (collectively plaintiffs) sued Carrizales and the City for wrongful death, alleging Carrizales was negligent and the City was liable under Government Code section 835 1 for the dangerous condition of the intersection. A jury trial was held, at which the jury found Carrizales not negligent and the City solely liable based on the dangerous condition of the intersection; the jury awarded plaintiffs approximately $3.2 million in economic and noneconomic damages. In its motion for judgment notwithstanding the verdict (JNOV), the City renewed an argument it made on its unsuccessful motion for directed verdict that the design immunity defense of section 830.6 shielded it from liability. The trial court denied the JNOV.

On appeal from the judgment and order denying its JNOV motion, the City challenges the jury’s finding that the intersection was in a dangerous condition and asserts it established the design immunity defense as a matter of law. The City also attempts to challenge the jury’s finding that Carrizales was not negligent and contends the noneconomic damages awarded plaintiffs were *934 excessive. Since we agree with the City that the design immunity defense insulates it from liability for any dangerous condition of the intersection, we do not reach the other issues the City raised and reverse the judgment against the City.

FACTUAL AND PROCEDURAL BACKGROUND

I. The Factual Background

A. The Intersection

Bellevue Road, an east-west thoroughfare through the City, has two lanes in each direction. Linden Street, which intersects Bellevue, is a north-south collector road with one lane in each direction that provides access to the residential area south of Bellevue. Directly north of the intersection is the main driveway serving a Kmart shopping center. Because an elementary school is less than two blocks away, the intersection has three yellow crosswalks—two that run east and west across the Kmart driveway and Linden, and one that runs north and south across the west side of Bellevue.

B. The 2001 Plans

Before 2001, the intersection did not have signals; the side streets—Linden and the Kmart driveway—were controlled by stop signs, while Bellevue was not. In February 2001, the transportation consulting firm Fehr & Peers (F&P) completed a warrants study 2 for the City of four intersections along Bellevue, including where Bellevue intersects Linden, to evaluate the need for traffic signals. Based on the study, F&P concluded that a signalized intersection was warranted at Bellevue and Linden, as two warrants for signalization were met: (1) interruption of continuous flow and (2) “four-hour volume.” Warrants for minimum vehicular volume (which tested for the amount of traffic on Bellevue and Linden), minimum pedestrian volume (which looked at the relationship between vehicular traffic volumes and the number of pedestrians crossing the intersection), and 12-month accident history were not met at that time.

Frank Lozano, a civil engineer licensed by the State of California who was employed by the City as its civil engineer from 1999 to 2002, reviewed the warrants study. Based on the study, the city council approved the installation of signals at the subject intersection and retained F&P to design the plans.

*935 Robert Rees, a registered civil and traffic engineer who had worked at F&P since 1995, was in charge of the project—he oversaw his staff in the design of the signals and preparation of the plans, specifications and estimate. According to Rees, F&P’s practice was to meet with the City to obtain information, such as the traffic signals’ purpose and role, as well as the City’s local preferences, including the signal phasing typically used in the community. Based on that information, as well as a field survey, F&P would develop a preliminary set of plans that included the basic equipment and layout of the phasing, including the location, poles and signals. The City would then review the plan and make technical comments, with the review process being repeated until the City and F&P concurred the plans were complete.

The plans F&P developed called for permissive phasing for northbound and southbound traffic, which meant that vehicles traveling north on Linden and south from the Kmart driveway had a green ball signal at the same time. There were no left-turn signals for that traffic; instead, vehicles turning left were required to yield on green and turn when safe to do so. This required northbound drivers to proceed into the intersection, watch for oncoming traffic and check for pedestrians before executing their turns. In contrast, left-turning traffic on Bellevue had a protected left-turn signal, meaning that such traffic would move only on a left green arrow.

Rees stamped the plans in March 2001, which meant that he generally reviewed and approved them and agreed with all aspects of their engineering design as of that date. Rees did not have an independent recollection of the project or conversations he had at the time concerning the plans or whether permissive phasing was discussed. Rees did not personally prepare the fight phasing; that was the responsibility of a former F&P employee, Lisa Phillips, who worked under Rees and left the firm in 2003 or 2004. Phillips, however, would not have been responsible for selecting the phasing, as phasing was typically a city recommendation or direction. Based on his practice, Rees believed the City would have selected the permissive phasing for this project. 3 At trial, Rees testified he stood by the use of permissive phasing in the plans; he would not have signed the plans had he thought permissive phasing was inappropriate or unreasonable. F&P regularly used permissive phasing on the projects Rees worked on that involved major thoroughfares with minor streets intersecting them.

Lozano, along with his technical staff, reviewed the plans for the City and engaged in the interactive process with F&P that led to the finalization of the *936 plans. Based on his custom and practice, Lozano would have reviewed the plans in their entirety, including the light phasing, and discussed the use of permissive signals with F&P before he approved the plans. 4 When Lozano reviewed the final plans, he determined they were reasonable from an engineering standpoint; the plans met or exceeded all engineering standards. As the City’s engineer, Lozano would have been the one to decide on the type of phasing to use; he would have to look at the plans and what was being called for in order to exercise his judgment in confirming the phasing was what he wanted. 5 Lozano approved the plans on May 4, 2001.

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Cite This Page — Counsel Stack

Bluebook (online)
6 Cal. App. 5th 929, 212 Cal. Rptr. 3d 137, 2016 Cal. App. LEXIS 1092, Counsel Stack Legal Research, https://law.counselstack.com/opinion/gonzales-v-city-of-atwater-calctapp-2016.