Marinache v. County of Santa Clara CA6

CourtCalifornia Court of Appeal
DecidedSeptember 30, 2020
DocketH045402
StatusUnpublished

This text of Marinache v. County of Santa Clara CA6 (Marinache v. County of Santa Clara CA6) 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
Marinache v. County of Santa Clara CA6, (Cal. Ct. App. 2020).

Opinion

Filed 9/29/20 Marinache v. County of Santa Clara CA6 NOT TO BE PUBLISHED IN OFFICIAL REPORTS California Rules of Court, rule 8.1115(a), prohibits courts and parties from citing or relying on opinions not certified for publication or ordered published, except as specified by rule 8.1115(b). This opinion has not been certified for publication or ordered published for purposes of rule 8.1115.

IN THE COURT OF APPEAL OF THE STATE OF CALIFORNIA

SIXTH APPELLATE DISTRICT

MARIA MARINACHE et al., H045402 (Santa Clara County Plaintiffs and Appellants, Super. Ct. No. 115CV275517)

v.

COUNTY OF SANTA CLARA,

Defendant and Respondent. John Marinache (Marinache) was riding his bicycle through a controlled intersection when he was struck by a car and killed. Maria Marinache, Daniela Marinache, and Silvia Tripoli (appellants) filed a complaint for damages against the driver of car and the County of Santa Clara (the County). The County obtained summary judgment based on design immunity, and appellants appeal.1 We affirm the judgment. I. BACKGROUND In January 2014, Marinache was cycling southbound on San Tomas Expressway (San Tomas) as he approached the expressway’s intersection with Campbell Avenue (Campbell). From the left turn lane on San Tomas, he made a left turn onto Campbell. As he was turning, he was struck in the intersection by Funes, who was traveling northbound on San Tomas. According to a witness, the traffic signal for northbound traffic was green when Funes proceeded into the intersection.

1 The parties aver in their briefs that the driver, Maria Luz Funes, has settled with plaintiffs and is not a party to this appeal. Appellants filed a complaint against Funes and the County. Appellants alleged that the County was liable under Government Code section 835 because the intersection at San Tomas and Campbell was dangerous. Relevant to this appeal, appellants asserted that the intersection was negligently designed for two reasons: first, the traffic signal timing plan did not allow a cyclist to clear the intersection before opposing traffic was permitted to enter the intersection; second, the vehicle detectors in the road did not adequately account for or delay a signal change when a cyclist was present. In response to interrogatories, appellants explained that Marinache “commenced his turn on a proper signal, but was unable to clear the intersection prior to oncoming traffic.” The County filed an answer in which it alleged that it was not liable for the condition of the property because it had design immunity for that condition under Government Code section 830.6. The County moved for summary judgment based on its design immunity defense. The County explained that the intersection of San Tomas and Campbell was redesigned in 2003. As a part of the redesign, the County installed new traffic signals, traffic signal controllers, and vehicle detectors. The design plan for the vehicle detectors was based on the County Standard Details Manual, dated September 1997, and the County Standard Specifications, dated May 2000. The design plan for the subject intersection was approved in June 2003 by Michael Murdter, the Director of Santa Clara County Roads and Airports Department, and Rollo Parsons, a Roads and Airports Branch Manager. As to the timing of the traffic signals, the County stated that County engineers designed the timing plan, and it was approved by County Senior Engineer Ananth Prasad. The County contended that the vehicle detector design was reasonably approved. The County’s civil engineer expert, James C. Jeffrey, submitted a declaration in support of the County’s summary judgment motion. Jeffrey determined that the design of the County’s vehicle detectors was reasonable. He noted that the 2003 design plan for the subject intersection included the “E/5A” vehicle detector design, which was depicted in

2 the County Standard Details Manual. That design, in turn, was made to “comply with the standards set by the National Electrical Manufacturer’s Association” (NEMA), which “is an important and well-regarded organization that establishes industry standards regarding, among other things, electronic signaling devices.” The “NEMA standards are relied upon throughout the traffic controller technology industry as reliable and reasonable.” Jeffrey also concluded that the signal timing plan was reasonable. He noted that “County expressways are not generally designed, expected, or intended to be used by novice or casual cyclists.” This principle was expressed in the Valley Transit Authority Bicycle Technical Guidelines (VTA Guidelines), which stated that “ ‘only experienced cyclists are expected to ride on expressways whereas bike paths typically attract all skill levels and ages.’ ” (Italics removed.) The VTA Guidelines noted that “the typical speed of an experienced adult such as would be expected to ride on County expressways is roughly 26 feet per second,” which is about 18 miles per hour. (Footnote removed.) Using an industry-standard calculation, Jeffrey determined the distance to be traveled for a left turn at this intersection was 105 feet. Based on that number, Jeffrey calculated that “the average adult cyclist would have had sufficient time to traverse the intersection.” Jeffrey concluded that “the timing [plan] in place was entirely reasonable, particularly in view of the fact that a 2010 County speed study found low usage of the Expressway by any cyclists. To design an intersection that is rarely used by cyclists for the slowest possible cyclist is unreasonable, and would be a poor engineering choice.” Masoud Akbarzadeh, a County traffic engineer, also submitted a declaration in support of the summary judgment motion. Akbarzadeh confirmed that the vehicle detectors at the intersection in question were the E/5A design, which included “additional wire loops” at the front of the detector for “additional sensitivity.” Appellants filed opposition to the motion. The only element of the County’s design immunity defense that appellants disputed was the “reasonableness” element.

3 They asserted that (1) the County “failed to introduce substantial evidence that its plans for signal timing and for inductive loop [vehicle] detectors at the Intersection were reasonably approved and designed,” and (2) assuming the County established design immunity, “said immunity was lost due to the changed physical condition of the property under California Government Code [section] 830.6.” Appellants’ traffic engineer expert Edward Ruzak opined that the vehicle detector design used at the subject intersection was not reasonable. Ruzak noted that in August 2003, the County formulated and published Expressway Bicycle Accommodation Guidelines (Bicycle Accommodation Guidelines). In it, the County determined that modified “Type E loop” and “Type D loop” were the preferred loop designs for vehicle detectors. The Bicycle Accommodation Guidelines further determined that “Caltrans Type A and Type E (unmodified)” should not be used because those designs “ ‘are not bike-sensitive in their center and, therefore should not be used on the expressway system.’ ” Ruzak determined that the E/5A vehicle detector design was similar to the Caltrans Type A and Type E unmodified design. Ruzak observed that the County’s E/5A design only had detection wires on the outside of the loop, and that it lacked “detection wires in the center of the inductive loops . . . .” He concluded that the E/5A design “cannot detect bikes in the center of the loops,” and therefore violated the County’s own guidelines, as expressed in the Bicycle Accommodation Guidelines. Ruzak also determined that the signal timing design was unreasonable.

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Bluebook (online)
Marinache v. County of Santa Clara CA6, Counsel Stack Legal Research, https://law.counselstack.com/opinion/marinache-v-county-of-santa-clara-ca6-calctapp-2020.