Gilroy City Council
June 15, 2026

4 SUMMARY OF TESTIMONY
THE HEARING ON APRIL 3, 2026
Sergeant Guerin
Sergeant Guerin testified that he supervises the Gilroy Police Department's AntiCrime Team, whose primary focus is investigation and suppression of criminal street gang activity and narcotics crimes. He stated that his team also handles other enforcement duties, including illegal tobacco enforcement. Sergeant Guerin explained that City Hall had received complaints that several smoke shops in Gilroy were potentially selling illegal products, including flavored nicotine and other illegal items. In response to those complaints, his team was directed to investigate to see if the complaints about violations of state and local law were true. Sergeant Guerin next provided an overview of three enforcement actions involving The Rock Zone.

First, on November 15th, 2024, he directed his team to conduct an undercover operation at The Rock Zone. He stated that Officer David Ludden entered the store in plainclothes and purchased Zimo wintergreen flavored nicotine pouches and a Polk a Dot Magic Mushroom chocolate bar. Sergeant Guerin stated the mushroom bar case was referred to the Santa Clara County District Attorney due to potential psilocybin content, a controlled substance. He also stated the flavored nicotine matter was referred to the California Department of Tax and Fee Administration (CDTFA).

Sergeant Guerin explained that after the District Attorney's Office subsequently informed him that criminal charges would be filed against Adel Ammari related to the mushroom bar sale, a search warrant was obtained and executed on March 6, 2025.

Officer Don Tong was the lead investigator, and CDTFA agents participated. During the search, officers on the scene located two additional Polk a Dot mushroom bars, like the one that was purchased during the November 15th undercover operation. Sergeant Guerin testified that CDTFA agents separately seized flavored tobacco products. He acknowledged that he did not have specifics on what they took; he just knew it was a several boxes of flavored nicotine product.

Sergeant Guerin testified that in response to complaints that the Rock Zone was continuing to sell flavored, tobacco product, his team conducted a compliance inspection on January 8, 2026, with City code enforcement officers. CDTFA was not present and Corporal Doug Remmick led the inspection. He stated that approximately 306 items of flavored tobacco products were located and confiscated.

5 Corporal Remmick
Corporal Remmick testified regarding two matters: the November 15, 2024, undercover operation and the January 8, 2026, compliance inspection.

Corporal Remmick stated that an undercover operation was conducted on November 15, 2024, at which time he directed Detective Ludden to enter The Rock Zone in an undercover capacity. He testified that Detective Ludden purchased some wintergreen flavored nicotine pouches and a magic mushroom bar, which claimed to be mushroom or psilocybin. He acknowledged that at the time of the operation, he was not sure if the bar actually contained psilocybin. However, once the items were booked into evidence and the mushroom bar was sent to the lab in Santa Clara County, lab testing confirmed the presence of psilocybin in the bar.

Corporal Remmick also testified that he led the compliance inspection on January 8, 2026. Upon arrival, he made contact with an employee, whom he identified as Amy Lorraine Davis. He stated he spoke with her throughout the inspection, explaining the process. He also stated he spoke by phone with the owner, Adel Ammari, who did not object to the inspection. During the inspection, approximately 306 items of flavored tobacco products were confiscated. He said those items are currently being held at the Gilroy Police Department pending transfer to the California Department of Tax and Fee Administration.

Detective Ludden
Detective Ludden testified regarding his participation in the November 15, 2024, undercover operation at The Rock Zone. He said he entered the store in plainclothes, without a uniform or identifying information, and approached the employee at the front.

He asked whether the store carried "Zyn" nicotine pouches. The employee indicated they were out of Zyn’s due to a shortage but showed him similar flavored nicotine pouches called "Zimo." Ludden said he purchased one Wintergreen Zimo flavored nicotine pouch.

Detective Ludden continued by stating that while he was looking around the store, he saw some little chocolate bars that were called Polk a Dots, with labeling stating the bars contained mushrooms and had 200mg of magic per piece. He said the store employee told him if he wanted to microdose to take four tabs, and that anything more than that would make you feel it way more “and you start like, trippin.” Detective Ludden testified he purchased both the Zimo pouch and the Polk a Dot bar and then met with Corporal Remmick following the purchase.

Officer Tong
Officer Tong testified regarding the execution of the search warrant on March 6,

6 2025, at The Rock Zone. He stated that on that date, he and members of the Anti-Crime Team executed a search warrant based on the prior undercover investigation described by Corporal Remmick and Detective Ludden. The warrant was predicated on the psilocybin mushroom bar purchased by Detective Ludden in November 2024. CDTFA agents accompanied the team and participated in a simultaneous compliance check for flavored tobacco violations.

Officer Tong stated that during the search, officers located multiple items of contraband, including flavored tobacco products and additional psilocybin mushroom bars. He testified that all items seized by the police department were booked into evidence at the Gilroy Police Department and are still being held pending transfer to the CDTFA. Officer Tong added that CDTFA agents also seized a significant quantity of items, which remain in their possession.

Steve M. Defilippis
After the city concluded its presentation, respondent’s counsel, Mr. Defilippis renewed his request for a stay or continuance. His argument on behalf of those requests, the colloquy with the Hearing Officer regarding them, and the ruling on them are addressed and stated in the Order Continuing Hearing and Denying Request for Stay, issued April 6, 2026. During his presentation, Mr. Defilippis expressed concern that the testimony of the city’s police officers contained many conclusive statements about what was contained in the 306 items seized in the January 2026 inspection. He contended that they were hookah tobacco products that appear on the Unflavored Tobacco List (“UTL”) as permitted items, meaning they may have been improperly seized. He questioned whether a comparison with the UTL had been made to determine if these confiscated items are listed or unlisted products. He added that he had submitted documents related to the UTL for the record but had not yet been able to compare the UTL against the specific seized items because he lacked a detailed inventory list.

In response to Mr. Defilippis’s argument, Sergeant Guerin stated that after the UTL was published in December 2025, his team compared seized product from other smoke shops against the list and returned items that turned out to be legal. He stated he did not believe any products seized from The Rock Zone needed to be returned but deferred to Corporal Remmick for confirmation.6 When asked by the Hearing Officer whether any of the products seized in January 2026 appeared on the UTL as legally authorized products, Corporal Remmick stated he would need to review every product individually to 100% confirm his answer.
6 Sargeant Guerin also stated that prior to the UTL's publication, his team relied on guidance from the CDTFA in enforcing the flavored tobacco ban, and that in some cases product was seized that later proved to be legal and was returned.

7 In continuing the hearing until April 17, 2026, the Hearing Officer requested that the city address the question of whether the flavored tobacco seized from The Rock Zone on January 8, 2026, was on the UTL. In addition, the Order Continuing Hearing and Denying Request for Stay issued April 6, 2026, requested that the parties address Mr.

Ammari’s status with respect to being listed under the name ATML, Inc., the “Business Owner(s)” on Business License Number 16606725.

THE HEARING ON APRIL 17, 2026
The City’s Presentation
Arica Hernandez
Arica Hernandez works for the City of Gilroy as a Supervising Accounting Technician. She addressed the question about Mr. Ammari’s status with respect to being listed on Business License Number 16606725. She testified that Business License Number 16606725 was issued to ATML, Inc. Mr. Ammari’s name was listed below on the License as the contact person for the corporation, not as the licensee.

Sargeant Guerin
Sargeant Guerin requested that Corporal Remmick address the Hearing Officer’s question of whether the seized flavored tobacco from The Rock Zone was on the UTL.

Corporal Remmick
Corporal Remmick testified that after the hearing on April 3, 2026, he reinventoried the products seized during the inspection of The Rock Zone conducted on January 8, 2026. He stated that he counted 314 items and compared those items to the UTL currently posted on the California Department of Justice website. He stated that 126 items, consisting of cigars and loose-leaf cigar wraps, were on the approved list.7 Of the remaining 188 illegal products, he testified that a majority of those items were hookah or flavored shisha tobacco products. He explained that there was a partial exemption for the sale of flavored shisha tobacco where the retailer restricts entry to anyone under 21 years of age. He stated that The Rock Zone does not restrict entry like that.

Respondent’s Presentation
Mr. Defilippis first asked that his exhibits be placed in evidence. See Exhibits 2-6, inclusive. He then called Corporal Remmick, Sargeant Geurin, Officer Tong and Officer Ludden as witnesses. The Hearing Officer ruled that Municipal Administrative Hearing 7 Seargent Guerin later offered that they would be returned to the Respondent.

8 Policy, Resolution No. 97-17, had no provision to subpoena witnesses or compel testimony, and that the officers were not required to testify.8 The officers declined to testify. Mr. Defillipis next requested that The Rock Zone employees Elizabeth Vera and Amy Davis testify. Both did so under oath.

Elizabeth Vera
Ms. Vera testified that she has been an employee of The Rock Zone since 2004.

She testified that the store identifies everyone who purchases tobacco products to make sure they are 21 years old. She said if someone comes in the store, they must establish that they are 21 to purchase tobacco products, including hookah tobacco. She said there are multiple signs inside the store that advise you must be 21 years old to purchase tobacco products. She said she believed the hookah tobacco seized on January 6, 2026, was legal to sell because she checked to see if the people are over the age of 21 years old.

She added that before 2025 and publication of the UTL, there was nothing to help determine if products were illegal.

Ms. Vera testified that she was present during the police searches of March 6, 2025, and January 8, 2026. She said that hookah tobacco was seized during both searches, adding under questioning that hookah products seized in January 2026 were previously present in the store in March 2025, but not taken then. She reiterated that she thought those products were legal to sell because she “cards” to make sure people are over the age of 21.

Amy Davis
Ms. Davis testified that she has been an employee of The Rock Zone for two years, since the middle of 2024. She stated she was present during the search of the store conducted in January 2026.

Ms. Davis testified that at the time of the January 2026 search, there was a sign at the front door of the store stating you must be 21 years old to enter. She said the sign had been there since she started her employment two years ago. She testified the sign states:
“Under 21 – No Tobacco, No Vape, We Card, Please have ID ready.” She was asked by Mr. Defilippis when operating the store, if someone looks close to the age of 21, does she ask for identification. She responded she asked for identification not only of persons appearing close to 21 years old, but anyone purchasing tobacco products. She explained that if an older person was not carded, a younger customer over 21 in the store would get upset.
8 As Mr. Defilippis was aware, Section IV of the Municipal Administrative Hearing Policy, Resolution No. 97-17, prohibits cross-examination. Attempting to call the officers as witnesses in his direct case or presentation was an attempt to evade that prohibition and not permitted on this separate ground.

9 She described her experience during the January 8, 2026, search. She was told to stand in a corner and, in the beginning, not to touch her phone. She said she was not allowed to examine what was taken from the store and did not ask for an inventory. She believed all items taken related to hookah tobacco were legal so long as she was carding people to make sure they were over 21.

City’s Rebuttal
Corporal Remmick
Corporal Remmick initially responded to the claim of partial exemption that allows for the sale of hookah or shisha tobacco. He said for a tobacco retailer to legally sell hookah tobacco, the retailer must be in compliance with all laws, which included having a valid TRP from the city during the search on January 8, 2026.

Arica Hernandez
Ms. Hernandez testified that the TRP for The Rock Zone expired on December 31, 2024. See Exhibit 7. She stated that no reapplication for a TRP was submitted until February 2026, when a TRP erroneously issued prematurely while enforcement activities were in process and the permit application remained under review. See Exhibit 8. 9 Sargeant Guerin
Sargeant Guerin testified that if The Rock Zone did not have a TRP, it could not sell hookah tobacco. He said that when his team conducted its investigation of smoke shops, he was told The Rock Zone did not have a TRP. He also commented on the restriction on selling hookah tobacco as it pertains to persons under 21 years of age. He said that sale was permissible only if minors were prohibited from entrance into the store; i.e. persons under 21 cannot enter the premises.

Officer Ludden
Officer Ludden testified that when he conducted his undercover inspection of The Rock Zone on November 15, 2024, he was not asked for identification when he purchased products that day. He said that undermined The Rock Zone employees’ testimony that they card everyone despite how old they appear. 9 At this point, Mr. Difilippis interjected that The Rock Zone had a retailer’s license for the period 10/2/2025- 10/1/2026. He then admitted the License was from the State CDTFA, not the city.

10 Steve Defilippis Closing
Mr. Defilippis concluded by stating that there was no UTL to guide the Respondent until December 2025. With respect to restricting entry to persons under 21, he argued that The Rock Zone is not just a tobacco shop; there are numerous other products sold there. He stated that the hookah tobacco sale restriction is for the purchase of that product, not entry to the premises.

ANALYSIS
A. Applicable Law

1. Local License Requirement
GMC §13.2 requires that all businesses operating in the City of Gilroy must obtain a city-issued business license. Additional regulatory permits may be required depending on the business type.10 In this case, The Rock Zone was required to have a TRP to operate as a tobacco retailer. See §13.68. Selling tobacco without a valid TRP is unlawful and a violation of both §13.2 and 13.68. Similarly, selling flavored or otherwise prohibited tobacco products violates both §13.2 and §13.68.

2. California Health & Safety Code §104559.5
California Health & Safety Code §104559.5(b)(1) prohibits the sale of flavored tobacco products as follows:
(b)(1) A tobacco retailer, or any of the tobacco retailer's agents or employees, shall not sell, offer for sale, or possess with the intent to sell or offer for sale, a flavored tobacco product or a tobacco product flavor enhancer.

Shisha or hookah tobacco is subject to an exemption from this prohibition if all four requirements of §104559.5(c) are met:
(c) Subdivision (b) does not apply to the sale of flavored shisha tobacco products by a hookah tobacco retailer if all of the following conditions are met:
10 GMC §13.2: “The carrying on of any business, trade, calling, profession, or occupation without first having procured a license from the city so to do, or without complying with any and all regulations of such business, trade, calling, profession, or occupation, shall be deemed a separate violation of this chapter for each and every day that such business, trade, calling, profession, or occupation is carried on.”

11 (1) The hookah tobacco retailer has a valid license to sell tobacco products issued pursuant to Chapter 2 (commencing with Section 22971.7) of Division 8.6 of the Business and Professions Code.
(2) The hookah tobacco retailer does not permit any person under 21 years of age to be present or enter the premises at any time. (3) The hookah tobacco retailer shall operate in accordance with all relevant state and local laws relating to the sale of tobacco products. (4) If consumption of tobacco products is allowed on the premises of the hookah tobacco retailer, the hookah tobacco retailer shall operate in accordance with all state and local laws relating to the consumption of tobacco products on the premises of a tobacco retailer, including, but not limited to, Section 6404.5 of the Labor Code.
(Emphasis added.)
Thus, the exemption for shisha tobacco from the prohibition in subsection (b)(1) requires the exclusion of persons under 21 from entering the store (no entry at all) and compliance with all relevant state and local laws relating to the sale of tobacco products.

3. The Unflavored Tobacco List (UTL)
In 2020, Senate Bill 793 banned flavored tobacco products (subject to certain exceptions) and tobacco product flavor enhancers in California. See Health & Safety Code, § 104559.5. Assembly Bill 3218, which went into effect on January 1, 2025, amended the flavored tobacco ban put in place five years earlier by Senate Bill 793 and established the Unflavored Tobacco List (UTL), a list of covered tobacco products that are permissibly unflavored under the law. See Health & Safety Code, § 104559.1(a).

Products not appearing on the UTL are subject to seizure, and state and local law enforcement agencies are authorized to seek civil penalties against retailers of products not appearing on the list. Assembly Bill 3218 required the Attorney General to establish and maintain the UTL on or before December 31, 2025. See Health & Safety Code, § 104559.1(m). Thus, to be sold legally in California, a covered tobacco product must be included on this list; otherwise, it is classified as a prohibited flavored tobacco product.

4. Revocation of a Business License
The grounds for and process by which a business license may be revoked, suspended or modified is governed by GMC §13.45, which states in its pertinent part:

12 In the event that the chief of police has reasonable cause to believe and does believe that any licensee or other person employed by or representing such licensee is violating any of the provisions of this chapter or any other law or ordinance relating to the business of the licensee, or is conducting or has conducted or operated such business so as to be detrimental to the public morals or the public welfare, all facts and information relating to such alleged violation or conduct shall be reported to the city administrator. Prior to taking action affecting the license, the City Administrator, at his sole discretion, shall elect to proceed according to either subsection (1) or subsection (2) below. (Emphasis added.) ........
(2) The matter shall be set for an administrative hearing to revoke, modify, or suspend the license pursuant to the city’s administrative hearing policy, if such a policy has been adopted by the city council.

City Council Resolution No. 97-17 adopted the municipal administrative hearing policies that govern this proceeding. It provides that the formal rules of evidence shall not apply; cross-examination shall not be permitted; no discovery is authorized; and no oath is required for a witness to testify (however, a witness may request that his or her own testimony be provided under oath, which factor may be considered by the Hearing Officer when weighing the evidence).

B. Evaluation of the Evidence and Reasons for the Decision

1. Did The Rock Zone Operate without a TRP?
When Police Chief Smithee recommended initiation of the business license revocation process for The Rock Zone on January 23, 2026 (see Exhibit 1), The Rock Zone did not have a TRP. Thus, this matter proceeded as a business license revocation matter, not a TRP revocation.

The testimony of Ms. Hernandez, supported by Exhibits 7 and 8, suggests that The Rock Zone did not have a regulatory permit from the city for over a year between the expiration of The Rock Zone’s TRP on 12/31/2024 (Exhibit 7) and the issuance of the subsequent TRP to The Rock Zone ATML INC, with an issue date of 2/4/26 (Exhibit 8).

This would mean that Rock Zone also did not have a TRP when the city conducted its inspection of the store on March 6, 2025, and January 8, 2026. However, as discussed below, the record as a whole does not support such a finding.

In his post-hearing submission, Mr. Defilippis included a copy of Mr. Ammari’s Tobacco Retailer Permit Application dated 1/8/25 (Exhibit 10, p.15), and the Regulatory Permit issued to The Rock Zone with an issue date of 1/31/2025 and an expiration date of

13 12/31/2025 (Exhibit 10, p.18, referred to as “Regulatory Permit 012805”). Regulatory Permit 012805 largely fills the gap between 12/31/2024 and 2/4/2026. Because of the submission of this additional 2025 Regulatory Permit, the Hearing Officer took administrative notice of the city’s regulatory permit files in the Finance Department.

There is no hard copy of Regulatory Permit 012805 in the Finance Department’s administrative records, nor is the permit contained within the excel data base in which TRPs are stored. However, the city’s files contain a hard copy of the receipt for payment by Adel Ammari of the permit fee to renew The Rock Zone “Tobacco Permit”, dated 1/21/2025, in the sum of $100.00. See Exhibit 11. Based on the evidence showing the issuance of Regulatory Permit 012805, the Hearing Officer finds that The Rock Zone was reissued Regulatory Permit 012805 on 1/31/25, but that it was not properly filed in the city’s physical files and electronic data base. This explains why Ms. Hernandez did not see Regulatory Permit 012805 when she was checking the data base during her testimony.

Substantial evidence supports the following findings. The Rock Zone had a TRP (Exhibit 8) during 2024 when the November 15, 2024, undercover operation took place.

There was a one-month gap when there was no effective TRP from the expiration of Exhibit 8 on 12/31/2024 to the issuance of Regulatory Permit 012805 on 1/31/2025. The next gap commenced on 12/31/2025, when Regulatory Permit 012805 expired. That gap continued until 2/4/26 when the permit reflected in Exhibit 8 commenced. Thus, The Rock Zone had no TRP when the January 8, 2026, store search/inspection took place and when Chief Smithee initiated this proceeding on January 23, 2026.

The sale of tobacco products without a TRP during these short gaps violates §§13.2 and 13.68. However, respondent’s efforts to obtain regulatory permits to comply with the city’s permit requirements during this enforcement period is a mitigating factor in determining the appropriate penalty to be imposed.

2. The Search on November 15, 2024.

The undisputed evidence in the record is that an undercover inspection of The Rock Zone was conducted on November 15, 2024, during which Officer Ludden purchased one Zimo wintergreen flavored nicotine pouch and a “Polk a Dot” mushroom magic bar, which claimed to be mushroom or psilocybin. Corporal Remmick testified that lab testing in Santa Clara County confirmed the presence of psilocybin in the bar.11 Respondent presented no evidence regarding this operation. The Officers’ testimony provides substantial evidence that the sale of these two illegal products occurred on 11 Psilocybin is a Schedule I controlled substance. Health & Safety Code §11054. A person who possesses for sale a controlled substance may be punished by imprisonment pursuant to Health & Safety Code §11378.

14 November 15, 2024.12

3. The Search on March 6, 2025.

Similarly, it is undisputed that a search warrant for The Rock Zone premises was obtained and executed on March 6, 2025, at which time Officer Don Tong was the city’s lead investigator, and CDTFA agents participated. Officer Tong testified that the warrant was predicated on the psilocybin mushroom bar purchased by Detective Ludden on November 15, 2024. Sargeant Guerin and Officer Tong testified that during the search, officers on the scene seized two additional Polk a Dot mushroom magic bars, like the one that was purchased during the November 15th undercover operation. The Officers’ testimony provides substantial evidence that these two illegal products were available for sale on March 6, 2025, in violation of California law.

Sargeant Guerin and Officer Tong also testified that CDTFA agents separately seized flavored tobacco products during the search conducted March 6, 2025. Ms. Vera testified that she was present when hookah tobacco was seized by the CDTFA during the that search. However, Sargeant Guerin acknowledged that he did not have specifics on what the CDTFA took. Officer Tong stated that the boxes of flavored nicotine product seized by CDTFA agents remain in their possession. Ms. Vera provided no specific details about the seized products. Thus, the record does not provide an adequate foundation to include the seizure of tobacco products by the CDTFA on March 6, 2025, as grounds to base the revocation or suspension of The Rock Zone’s business license.

4. The Inspection of January 8, 2026.

Corporal Remmick inventoried the products seized during the inspection of The Rock Zone conducted on January 8, 2026. He counted 314 items and compared those items to the UTL currently posted on the California Department of Justice website. He admitted that 126 items, consisting of cigars and loose-leaf cigar wraps, were on the approved list. Of the remaining 188 illegal products, he testified that a majority of those items were hookah or flavored shisha tobacco products.

At the hearing, the Officers explained that there is a partial exemption for the sale of flavored shisha tobacco where the retailer restricts anyone under 21 years of age from entering the store premises. They stated that The Rock Zone does not restrict entry but allows persons under 21 to enter the store. The employee witnesses for The Rock Zone admitted that persons under 21 were allowed to enter the store but relied on their testimony that they “carded” everyone who purchased tobacco products to assert the sale of hookah tobacco was legal. In 12 Evidence Code §664 states: “It is presumed that official duty has been regularly performed.” The Officers’ testimony satisfies the substantial evidence test that constitutes the City’s burden of proof in this administrative proceeding.

15 addition, Mr. Defilippis argued that the hookah tobacco sale restriction prohibits the purchase of that product by minors, not entry by minors into a tobacco retailer’s premises.

In fact, as stated above, Health & Safety Code §104559.5(c)(2) “...does not permit any person under 21 years of age to be present or enter [a hookah tobacco retailer’s] premises at any time.” In his post-hearing submission, Mr. Defilippis admits that §104559.5(c)(2) contains a “requirement for barring entry into the premises for minors.” He contends, however, that this requirement only came into existence with the UTL and, therefore, “did not exist when the first search occurred in March 2025,” and “had just come out in December 2025, very shortly before the January 8 search.” Exhibit 10, p.1. He argues this gave little time for the respondent to learn these requirements.

Actually, Health & Safety Code §104559.5(c) and its “no entry” requirement for minors in subsection (2), has been in effect since December 2022. Section 104559.5, which includes the hookah flavored tobacco restrictions in subdivision (c), was originally enacted on August 28, 2020, as part of Senate Bill 793. Its implementation was delayed by a referendum challenge, and it took effect on December 21, 2022, after it was upheld by voters as Proposition 31. Thus, the “no entry for minors” provision had been in effect for some time before the seizure of the flavored hookah tobacco by the CDTFA on March 6, 2025, and the Gilroy Police Department on January 8, 2026.

As stated above, California Health & Safety Code §104559.5(b)(1) prohibits the sale of flavored tobacco products. The Rock Zone’s practice of allowing minors to enter its store while it sold shisha or hookah tobacco disqualified it from the safe harbor in subsection (c) and violated Health & Safety Code §104559.5(b)(1), thereby subjecting its business license to revocation or suspension pursuant to GMC §13.45.

5. The Consideration of Mitigating Factors
Respondent’s Exhibit 10, pp. 1-2, requests consideration of various factors in determining the appropriate penalty in this case. In seeking probation, Mr. Defilippis contends that the owner had a good faith belief that hookah tobacco was legal and that his belief that barring entry to minors was not required to sell flavored hookah tobacco was reasonable. He supports this contention with statements that the laws governing tobacco sales are complex and were even more so before publication of the UTL. He asserts that this is shown by the fact that hookah tobacco was left in the store following the March 2025 search, and that an inventory of the 314 items seized on January 8, 2026, resulted in a finding that 126 items were legal and the majority of the remaining 188 items were hookah tobacco. However, the record in this proceeding does not support Respondent’s portrait of complexity and request for leniency for respondent’s prohibited sale of flavored shisha tobacco.

First, the rules about the sale of hookah tobacco were in effect years before

16 publication of the UTL. As stated above, the “no entry” requirement for minors in Health & Safety Code §104559.5(c)(2) went into effect in December 2022. Second, there was no confusion on the part of the Police Officers who testified that California law required the exclusion of minors from the store to sell hookah tobacco. And, as to The Rock Zone employees’ understanding of the legality of selling hookah tobacco, Ms. Vera testified that hookah tobacco was seized during the searches on both March 6, 2025, and January 8, 2026. Her testimony that hookah products seized in January 2026 were previously present in the store in March 2025, does not give rise to confusion about “whether the signage and carding of patrons was sufficient, or if there needed to be an absolute exclusion” as contended by Mr. Defilippis in Exhibit 10, at p. 2. The identify of products on the UTL is the subject of separate regulations from the “no entry” requirements in §104559.5(c) that must be satisfied to legally sell shisha or hookah tobacco.

The Hearing Officer is aware of the signage the owner posted giving notice that sales to anyone under 21 was prohibited and the testimony of The Rock Zone employees that they card all purchasers of tobacco products. However, “carding” patrons does not comply with the clear requirements of §104559.5(c) and the employees’ testimony was undermined by the testimony of Officer Ludden who stated that he was not asked for identification when he purchased products during his undercover inspection of The Rock Zone on November 15, 2024.

On the other hand, Respondent has demonstrated it had TRPs in 2024, 2025, and 2026, and the violation for selling tobacco products without a regulatory permit is limited to the month from 12/31/2024 to 1/31/2025 and the thirty-five days between12/31/2025 to 2/4/2026.

In addition, Mr. Ammari’s counsel has repeatedly represented that his client has sought to achieve full compliance with the law, and in this regard, during the April 3, 2026 hearing, Community Development Director Goei acknowledged that Mr. Ammari had remedied the Notice of Violation dated March 3, 2026, for unpermitted construction identified by the Code Enforcement Division during its inspection of The Rock Zone on January 8, 2026. See NOV in Exhibit 1.

6. Disposition
The undercover purchase of the Zimo Wintergreen flavored nicotine pouch on November 15, 2024, and the sale and possession for sale of the Polk a Dot mushroom magic chocolate bars on November 15, 2024, and again on March 6, 2025, constitute violations of law warranting a penalty pursuant to §13.45. Similarly, the sale of flavored shisha or hookah tobacco without complying with requirements of Health & Safety Code §104559.5(c) supports imposition of a penalty pursuant to §13.45.

17 GMC §13.45 grants the Hearing Officer the authority to revoke, modify, or suspend The Rock Zone’s business license. In imposing an appropriate penalty, the Hearing Officer is mindful of Mr. Defilippis’s representation that Mr. Ammari has been in business for over thirty years within the city and that this is the first revocation proceeding to which he has been subjected. In choosing not to revoke The Rock Zone’s business license, the Hearing Officer is also mindful that revocation of a business license has the additional impact of §13.46, which provides: “If a license is revoked under Section 13.45..., no license of a similar nature, shall be issued for a period of one (1) year from the date of said revocation to the same licensee, nor to any other applicant acting on his behalf.”
After consideration of mitigating factors and the duration and recurrence of the proven violations of state laws and city ordinances relating to the business of the licensee over the enforcement period, The Rock Zone’s business license shall be modified so that it may not sell any “tobacco product” as that term is defined in GMC §13.66 for six months from the effective date of this Decision. The Rock Zone’s current Regulatory Permit similarly shall be modified to prohibit the sale of tobacco products for the same period.

FINDINGS OF FACT

1. Business License Number 16606725 was issued to the business named The Rock Zone operating at 1323 First Street, Gilroy, California.

2. The Business Owner to whom Business License Number 16606725 was issued is a corporation, ATML, Inc (the “Licensee”).

3. The character of the business licensed in Business License Number 16606725 is tobacco retailer.

4. On November 15, 2024, an undercover inspection of The Rock Zone was conducted by the Gilroy Police Department, during which an undercover police officer purchased from the Licensee one Zimo wintergreen flavored nicotine pouch and a “Polk a Dot” mushroom magic bar containing psilocybin, a Schedule I controlled substance.

5. A search warrant for The Rock Zone premises was obtained and executed on March 6, 2025, during which time Gilroy Police Officers seized two additional Polk a Dot mushroom magic bars that were in the possession of the Licensee with the intent to sell or offer for sale.

6. CDTFA agents also participated in the search conducted on March 6, 2025, and during that search, CDTFA agents separately seized flavored tobacco products.

18 7. On January 8, 2026, Gilroy Police Officers conducted a compliance inspection of The Rock Zone during which 314 tobacco product items were seized. After those items were compared to the UTL currently posted on the California Department of Justice website, 126 were on the approved list and found to be legal. Of the remaining 188 illegal products, a majority of those items were hookah or flavored shisha tobacco products in possession of the Licensee with the intent to offer for sale.

8. Based on the violations discovered during the operations conducted on November 15, 2024, March 6, 2025, and January 8, 2026, Chief of Police Scot Smithee recommended the city proceed with a business license revocation process for The Rock Zone pursuant to GMC §13.45.

9. Notice of Hearing in this proceeding was served on the parties on March 3, 2026.

10.The hearing in this proceeding commenced on April 3, 2026, and concluded on April 17, 2026. The record closed on April 20, 2026.

11.Steve M. Defillipis represented the respondent business, business licensee and Adel Ammari in this proceeding.

12.The Rock Zone has had a Tobacco Retailer’s Permit, also known as a TRP or Regulatory Permit, during the city’s enforcement/investigation period from November 15, 2024, though January 23, 2026, except for an initial one-month gap from 12/31/2024 to 1/31/2025, and then from 12/31/2025, until 2/4/2026.

13.The Rock Zone had no TRP or Regulatory Permit when the January 8, 2026, store search/inspection took place and when Chief Smithee made his recommendation initiating this proceeding on January 23, 2026.

14.At the hearing, respondent and its employees admitted that they allowed persons under 21 to enter the store’s premises.

15.At the hearing, respondent and its employees contended that because they “carded” or inspected the identification of all purchasers of tobacco products, the sale of flavored shisha tobacco products was legal.

16.If any statement under the above heading is determined to be a conclusion of law, it is to be treated as such.

19 CONCLUSIONS OF LAW

1. ATML, Inc, the Business Owner to whom Business License Number 16606725 was issued, is a corporation that does not possess a Fifth Amendment privilege against self-incrimination.

2. As a Tobacco Retailer, The Rock Zone was required to obtain a TRP to operate as a tobacco retailer. Selling tobacco without a valid TRP is unlawful and a violation of both GMC §13.2 and §13.68.

3. California Health & Safety Code §104559.5(b)(1) provides that a tobacco retailer, or any of the tobacco retailer's agents or employees, shall not sell, offer for sale, or possess with the intent to sell or offer for sale, a flavored tobacco product or a tobacco product flavor enhancer.

4. California Health & Safety Code §104559.5(c)(2) requires that a hookah tobacco retailer not permit any person under 21 years of age to be present or enter the retailer’s premises at any time.

5. The Rock Zone’s employees allowed persons under the age of 21 to enter the store’s premises while offering for sale flavored shisha or hookah tobacco products in violation of the requirements of Health & Safety Code §104559.5(c).

6. Substantial evidence supports the finding that The Rock Zone illegally sold a Zimo Wintergreen flavored nicotine pouch and Polk a Dot mushroom magic chocolate bar on November 15, 2024, possessed with the intent to sell two Polk a Dot mushroom magic chocolate bars again on March 6, 2025, and possessed with the intent to sell flavored shisha or hookah tobacco products without complying with requirements of Health & Safety Code §104559.5(c) on March 6, 2025 and January 8, 2026.

7. The purchase of a Zimo Wintergreen flavored nicotine pouch from an employee of the Rock Zone by an undercover Gilroy police officer on November 15, 2024, constitutes a violation of law relating to the business of the licensee and conduct detrimental to the public welfare warranting imposition of a penalty pursuant to GMC §13.45.

8. The sale of and possession with the intent to sell Polk a Dot mushroom magic chocolate bars containing a Class 1 controlled substance on November 15, 2024, and again on March 6, 2025, constitute violations of law relating to the business of the licensee and conduct detrimental to the public welfare warranting imposition of a penalty pursuant to GMC §13.45.

9. The possession with the intent to sell flavored shisha or hookah tobacco on March 6, 2025, and January 8, 2026, without complying with requirements of Health & Safety

20 Code §104559.5(c) constitute violations of law relating to the business of the licensee and conduct detrimental to the public welfare warranting imposition of a penalty pursuant to GMC §13.45.

10.GMC §13.45 grants the Hearing Officer the authority to revoke, modify, or suspend The Rock Zone’s business license upon a finding that a licensee, or a person employed by or representing the licensee, has violated any provision of Chapter 13 or any other law or ordinance relating to the business of the licensee, or has conducted the business so as to be detrimental to the public morals or public welfare.

11.The Hearing Officer has authority to impose a modification or condition on Business License No. 16606725, including a prohibition on the sale of tobacco products, as a lesser sanction in lieu of full revocation, consistent with the remedial purposes of Chapter 13 and the Tobacco Retailer's Permit provisions of Article VIII of Chapter 13.

12.The term "tobacco product" as used in this Decision has the meaning set forth in GMC § 13.66.

13.The violations established at this hearing, are serious, but do not, under the specific facts presented, warrant outright revocation of the Licensee's general business license at this time. A six-month prohibition on tobacco product sales is proportionate to the violations found and serves the public interest in promoting compliance with the City's business license and tobacco retail regulations.

14.If any statement under the above heading is determined to be a finding of fact, it is to be treated as such.

DECISION AND ORDER
Based upon the foregoing Findings of Fact and Conclusions of Law, the Hearing Officer hereby ORDERS as follows:

1. No Revocation. Business License No. 16606725 issued to The Rock Zone ATML Inc (Account No. 16606725) is not revoked at this time.

2. Modification of Business License. Business License No. 16606725 (Account No. 16606725) is hereby modified effective on the date this Decision becomes final (the "Effective Date"). As a condition of the continued validity of said License, The Rock Zone ATML Inc is prohibited from selling any "tobacco product," as that term is defined in GMC § 13.66, at the premises located at 1323 First Street, Gilroy, California, for a period of six (6) months from the Effective Date (the "Restriction Period"). For clarity, Business License No. 16606725 otherwise remains in full force and effect during the Restriction Period, except as limited by this modification.

21 3. Modification of Tobacco Retailer's Permit / Regulatory Permit. The Tobacco Retailer's Permit (Regulatory Permit) issued to The Rock Zone ATML Inc for Account No. 16606725 is hereby similarly modified for the same six (6) month period from the Effective Date. During the Restriction Period, said Permit shall confer no authority to sell any tobacco product as defined in GMC § 13.66, and The Rock Zone ATML Inc shall not sell or offer for sale any such tobacco product at the above-referenced premises.

4. Resumption of Tobacco Sales. Upon the expiration of the six (6) month Restriction Period, and provided that no further violations have occurred, Business License No. 16606725 and the Tobacco Retailer's Permit/Regulatory Permit shall automatically revert to their unmodified terms, authorizing the retail sale of tobacco products in accordance with applicable law, without further action required by the Licensee, unless otherwise directed by the City.

5. Notice of Compliance. The Licensee shall, within five (5) business days of the Effective Date, remove or conspicuously cover all tobacco product displays, signage, and advertising at the premises that may indicate the availability of tobacco products for purchase. Failure to comply with the terms of this Order may result in further enforcement action, including but not limited to revocation of Business License No. 16606725 and/or the Tobacco Retailer's Permit.

6. Effective Date. This Decision shall become final and effective upon expiration of the appeal period set forth below, if no timely appeal is filed.

IT IS SO ORDERED.

Dated: April 28, 2026
Alan Seltzer, Hearing Officer
Respondent is hereby notified that not later than 15 days after the Hearing Officer’s decision is mailed to the respondent, the respondent may appeal the decision by filing with the City Clerk written exceptions to any portion of the decision together with written argument in support of each exception and the amount of fees for an appeal to the City Council as fixed by resolution or by ordinance. See City Council Resolution No. 97- 17, Section VI.

RESOLUTION NO. 97-
17 A RESOLUTION OF THE CITY COUNCIL OF THE

CITY OF GILROY ADOPTING A MUNICIPAL

ADMINISTRATIVE HEARING
POLICY WHEREAS, the Gilroy Municipal Code requires permits or licenses for persons engaged in various activities including, but not limited to, peddling or soliciting or vending;
operating dances, dance halls, barrooms, adult businesses, cardrooms or food establishments; keeping animals and fowl; conducting bingo games; holding large meetings or parades;
and WHEREAS, the Gilroy Municipal Code may require
an administrative hearing prior to denying, suspending, or revoking the above described permits or licenses;
and WHEREAS, administrative hearings may also be
required prior to the exercise of certain municipal authority powers, such as to abate a nuisance;
and WHEREAS, the Gilroy Municipal Code does not
provide express administrati ve hearing procedures for each of the administrative hearings necessary for the City' sorderly operation and regulation;
and WHEREAS, the City Administrator recormnends that a
City policy be adopted to govern administrative hearings in the City;
and WHEREAS, policies of the City may be adopted
by resolution or formal motion of the City Council;
and WHEREAS, it is the intent of the City Council to adopt a
municipal administrative hearing policy that provides a meaningful opportuni ty to be heard and that maintains an informal hearing process that may be utilized by City officials acting as hearing officers in the absence of other express hearing requirements; andRPJ\ 333146.
01 71- 022104706002 1- RESOLUTION

WHEREAS, the City Council considers and finds that
significant public and private interests are served by establishing an informal, efficient and readily accessible public hearing process that is neither technical nor cumbersome.

NOW, THEREFORE, BE IT RESOLVED THAT the following
administrative hearing procedures are adopted as a matter of City policy, which procedures should be complied whenever there is no alternative procedure provided by the Gilroy Municipal Code, whenever the City conducts administrative hearings such as are aforementioned.

SECTION 1 - NOTICE Notice
of the date, time and location of any administrative hearing shall be given to the applicant, appellant, owner or operator as the case may be ( hereafter " Applicant") by mail at least ten days prior to the hearing, which mail shall be addressed to the Applicant' s most recent address on file with the City. If the hearing regards apermit, license, or application, notice shall be mailed to the applicant/ appellant's address shown on the face of that document. The notice may enclose acopy of this Resolution and a statement that the hearing will proceed pursuant to the provisions contained herein. SECTION
II - HEARING OFFICER The City
Administrator may serve as a Hearing Officer, or may designate any other person, including but notlimited to other City officials or employees, to be a Hearing Officer. To maintain
an efficient and fair hearing, the Hearing Officer may set time limits or implement other rules of procedure, provided that a meaningful opportunity tobeheard is preserved. RPJ\ 333146. 2-
0171- 022104706002 RESOLUTION NO. 97- 17

SECTION III - RECORD OF HEARING The
City shall be responsible for making a record of the hearing either by audio or video tape. The Hearing Officer shall lodge this record with the City Clerk who shall maintain the record for one ( 1) year from the conclusion of the hearing. If requested in writing by the Applicant, the City shall have the hearing record transcribed atthe Applicant' scost. The City may require that a reasonable deposit in the amount of the estimated cost of preparation accompany any request for a transcribed record. SECTION IV - EVIDENCE The Hearing
Officer shall rule on the admissibility of any evidence. Formal rules of evidence shall not apply and the Hearing Officer shall not be bound by the California Evidence Code or the Federal Rules of Evidence. No oath is required for witness testimony. However, a witness may request that his or her own testimony be
provided under oath, which factor may be considered by the hearing officer when weighing the evidence. Documentary evidence shall be marked for identification purposes, and copies of all such evidence shall be maintained by the City Clerk with the record of the hearing for one (1) year after the conclusion of the hearing. Crossexamination of witnesses shall not be permitted. SECTION V - HEARING OFFICER' S DECISION Within a
reasonable time not to exceed thirty ( 30) days from the date the hearing is closed, the Hearing Officer shall submit awri tten decision to the City Clerk. Such decision shall contain written findings of fact, which must be supported by substantial evidence in the record as a whole, and which findings must support the Hearing Officer' s decision. A copy of the decision shall be RPJ\ 333146. 3-
0171- 022104706002 RESOLUTION NO. 97- 17

promptly mailed to the Applicant.

SECTION VI - APPEAL OF HEARING OFFICER'S DECISION Not
later than 15 days after the Hearing Officer's decision is mailed to the Applicant, the Applicant may appeal the decision by filing with the city Clerk written exceptions toany portion ofthe decision together with written argument in support of each exception and the amount of fees for an appeal to the City Council as fixed by resolution or by ordinance. The City Clerk shall place the appeal on an agenda for a City Council meeting which permits atleast ten day notice to the Applicant and which will allow the appeal to be heard no more than 45 days after the City Clerk' s receipt ofthe appeal. The City Clerk shall notify the Applicant of the date, time and location that the appeal shall be heard at least ten days prior tothe meeting. SECTION
VII - ACTION BY CITY COUNCIL ON APPEAL Appeal to
the City Council shall be confined to oral and written argument and the administrative record. Upon consideration of the entire record of the hearing, including the Hearing Officer' s decision and the exceptions and written argument that were filed with the City Clerk, the City Council may adopt the Hearing Officer' s decision in its entirety or the decision may be rejected or modified. SECTION VIII -
STATUTE OF LIMITATIONS Pursuant to Code
of Civil Procedure Section 1094. 6, any petition for judicial review shall be filed not later than ninety days after the City Council makes its final decision. The provisions of Section 1094.6 shall apply to any such action. RPJ\ 333146. 01
71-022104706002 4-

RESOLUTION
NO. 97-17

PASSED AND ADOPTED this 3rd day of March, 1997 by the
following vote:

AYES: COUNCILMEMBERS: GILROY, MORALES, ROGERS, ROWLISON,

SPRINGER, VALDEZ, GAGE
NOES: COUNCILMEMBERS: NONE
ABSENT: COUNCILMEMBERS: NONE
Susanne E. Steinmetz, City Cl
RPJ\333146 01
71-
022104706002 5-RESOLUTION NO.

I, RHONDA PELLIN, Deputy City Clerk of the City ofGilroy, do hereby certify that the attached Resolution No. 97-17 isanoriginal resolution, duly adopted by the Council of the City of Gilroy ataregular meeting of said Council held on the 3rd dayof March, 1997, at which meeting a
quorum was
present. IN WITNESS WHEREOF, Ihave hereunto set my hand and affixed the Official Seal of the City of Gilroy this 6th day of March,
1997.

City of Gilroy

STAFF REPORT
Agenda Item Title: Adopt a Resolution of the City Council of the City of Gilroy Setting the Tax Rate for Fiscal Year 2026-27 (FY27) for the Gilroy Community Library Project Bonds
Meeting Date: June 15, 2026
From: Matt Morley, City Administrator
Department: Finance
Submitted by: Cindy Murphy, Finance Director
Prepared by: Cindy Murphy, Finance Director
STRATEGIC PLAN GOALS: Develop a Financially Resilient Organization

RECOMMENDATION
Adopt a resolution of the City Council of the City of Gilroy setting the tax rate for Fiscal Year 2026-27 with respect to the general obligation bonds for the Gilroy Community Library Project.

BACKGROUND
On November 4, 2008, the voters of the City of Gilroy approved Ballot Measure F for the construction of public library improvements adjacent to City Hall. Measure F authorized the issuance of general obligation bonds for up to $37 million. It was anticipated that the authorization would be split between two series of bonds. The first series was issued in May 2009, and the second series was issued in August 2010.

There is $3 million remaining in unissued authorization available to the City for future use. The City has spent the majority of both the Series A and Series B bond proceeds on the construction of the new library and other improvements to library facilities.

Approximately $6 million remains of the bond proceeds, which are currently programmed for a library improvement project in the design phase.

The bonds were refinanced in FY19 (the 2019 Series A and 2019 Series B) to take advantage of the low-interest-rate environment. The refinancing saved property owners’

interest costs by securing a lower interest rate on the principal, thereby reducing the required levy rate.

As of June 1, 2026, the outstanding principal balance on Series A is $6.2 million and is expected to mature in February 2039. As of June 1, 2026, the outstanding principal balance on Series B is $13.9 million, with maturity in February 2040.

ANALYSIS
The required FY27 tax rate is $0.013 per $100 of assessed valuation, which represents approximately $13 per $100,000 of assessed valuation (after applicable homeowner exemptions). As the assessed valuations of properties increase over time, the ad valorem tax rate for the library bond will decrease.

ALTERNATIVES
N/A

FISCAL IMPACT/FUNDING SOURCE
Adopting the tax rate for FY27 will ensure that the County can promptly assess, collect, and remit to the City the levied amounts to pay the debt service due in FY27.

Attachments:

1. FY27 Levy Resolution

RESOLUTION NO. 2026-XX

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

GILROY SETTING THE TAX RATE FOR FISCAL YEAR
2026-2027 WITH RESPECT TO GENERAL OBLIGATION

BONDS FOR THE GILROY COMMUNITY LIBRARY

PROJECT
WHEREAS, more than two-thirds of the electors voting at a special municipal election held on November 4, 2008, voted for a proposition authorizing the issuance by the City of general obligation bonds in the aggregate principal amount of $37,000,000 (the “Bonds”) for the purpose of providing funds for the acquisition, construction, and improvement of public library facilities; and
WHEREAS, the City has previously issued the initial series of the Bonds in the aggregate principal amount of $10,500,000 on May 5, 2009, and the second series of the Bonds in the aggregate principal amount of $23,500,000 on August 3, 2010; and WHEREAS, the City approved the refinancing of the two series of bonds on May 20, 2019 (providing for a reduction in bond debt service starting in tax collection year 2019/20) with the issuance of the 2019 Refunding General Obligation Bonds; and WHEREAS, pursuant to Section 43632 of the California Government Code, the City Council is required annually to levy and collect a tax sufficient to pay the principal of and interest on the Bonds coming due and payable before the proceeds of a tax levied at the next general tax levy will be available; and
WHEREAS, the City has determined that in order to provide sufficient funds to pay the principal of and interest on the Bonds coming due and payable on February 1, 2027, and August 1, 2027, it is necessary to levy a tax upon all taxable property in the City at the rate of 0.0130% of assessed valuation, based on the estimated assessed values for all rolls (secured, unsecured and utility) for fiscal year 2026-2027.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Gilroy as follows:

Section 1. Levy of Tax. The City Council hereby determines that the tax rate necessary to pay the principal and interest on the Bonds coming due and payable on February 1, 2027, and August 1, 2027, is 0.0130% of the assessed valuation, and such tax rate shall be and is hereby levied in accordance with all applicable requirements of law.

Section 2. Collection of Tax. The Finance Director is hereby directed to forward a copy of this Resolution to the Auditor-Controller of Santa Clara County, and to the Board of Supervisors of the County, and to take such actions and execute such documents as may be required to cause the tax rate set forth in Section 1 to be placed on the 2026-2027 property tax bill and collected by the County.

Resolution No. 2026-XX
Setting Tax Rate for FY 2026-2027
City Council Regular Meeting | June 15, 2026

Section 3. Application of Tax. As provided in Section 43634 of the California Government Code, all taxes levied pursuant to this Resolution shall be used only for payment of the Bonds and the interest thereon.

Section 4. Effective Date. This Resolution shall take effect from and after the date of its passage and adoption.

PASSED AND ADOPTED at a Regular Meeting of the City Council of the City of Gilroy on this 15th day of June 2026 by the following roll call vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

APPROVED:

Greg Bozzo, Mayor
ATTEST:
_______________________
Kim Mancera, City Clerk

6.11. City of Gilroy

STAFF REPORT
Agenda Item Title: Approval of a Memorandum of Understanding with the County of Santa Clara for Crime Laboratory Services and Authorize the City Administrator to Execute the Agreement Meeting Date: June 15, 2026
From: Matt Morley, City Administrator
Department: Police
Submitted by: Brandon Sanchez, Police Chief
Prepared by: Patricia Vigil, Management Analyst
STRATEGIC PLAN GOALS:

RECOMMENDATION

1. Approve a Memorandum of Understanding (MOU) between the City of Gilroy and the County of Santa Clara for Crime Laboratory Services; and

2. Authorize the City Administrator to execute the MOU and any related documents.

EXECUTIVE SUMMARY
The City of Gilroy Police Department relies on the Santa Clara County District Attorney’s Crime Laboratory for essential forensic services used in the investigation and prosecution of criminal cases. Approval of this MOU will formalize the City’s participation in a cost-sharing agreement for Crime Laboratory services for a ten-year term. The agreement establishes a consistent and equitable methodology for allocating costs among participating jurisdictions and ensures continued access to specialized forensic services that would otherwise need to be procured through alternative, potentially higher-cost sources.

BACKGROUND
The Gilroy Police Department relies on the Santa Clara County District Attorney’s Crime

6.11. Laboratory to provide specialized forensic services necessary for the investigation and prosecution of criminal cases. These services support complex investigations and are critical to the successful preparation of cases for court proceedings.

Pursuant to Government Code section 51350, the City of Gilroy and the County of Santa Clara may enter into agreements for shared services. The proposed Memorandum of Understanding formalizes the City’s participation in a long-term costsharing agreement for Crime Laboratory services and defines the services to be provided, cost allocation methodology, and general terms and conditions.

ANALYSIS
Under the proposed MOU, the County will provide Crime Laboratory services to the City, including audio analysis, bloodstain pattern analysis, DNA and forensic biology, computer and cell phone forensics, firearms examinations, impression evidence, latent print processing, trace evidence, video analysis, toxicology, and controlled substances analysis.

The agreement establishes a cost-sharing methodology whereby forty percent (40%) of the Crime Laboratory’s total annual operating costs are recovered from participating cities. Eighty percent (80%) of the City’s share is based on its proportion of Major Case submissions over the prior five years, and twenty percent (20%) is based on the City’s proportion of the County’s total population. The County will notify the City of its annual cost obligation in advance of each fiscal year to allow adequate budget planning.

ALTERNATIVES
Council may reject the recommendation to approve the MOU. This is not recommended as it would require the City to obtain forensic services through external vendors at potentially higher cost and with possible delays in criminal investigations.

FISCAL IMPACT/FUNDING SOURCE
The City’s annual cost for Crime Laboratory services will vary based on the established cost-sharing formula and the Crime Laboratory’s total operating expenses for the prior fiscal year. Historically, the City's cost has averaged about $105,000/year and is funded by Fund 240 - Prop 172 Public Safety Sales Tax Fund. Funding is included in the Police Department’s annual operating budget.

PUBLIC OUTREACH
n/a

6.11. NEXT STEPS
n/a
Attachments:

1. Crime Lab Service fees MOU SCC_Gilroy

Memorandum of Understanding between the
County of Santa Clara and City of Gilroy for
Crime Laboratory Services

MEMORANDUM OF UNDERSTANDING BETWEEN THE

COUNTY OF SANTA CLARA AND THE CITY OF GILROY

FOR CRIME LABORATORY SERVICES
This Memorandum of Understanding (MOU) is made and entered into by and between the CITY OF Gilroy (CITY), a municipal corporation, and the COUNTY OF SANTA CLARA (COUNTY), a political subdivision of the State of California (each a Party and collectively the Parties). CITY and COUNTY are agencies that work together to provide services related to the investigation and prosecution of criminal cases in Santa Clara County.

The District Attorney's Crime Laboratory provides services related to this activity. The services related to forensic casework would otherwise need to be procured by CITY through other sources. As a result, and pursuant to Government Code § 51350, both parties desire to enter this agreement defining CITY's payments to COUNTY for Crime Laboratory services, as defined below.

Term: This agreement shall commence upon the last signature date and continue for ten years or until its termination by either party in accordance with Section H of this MOU.

Crime Laboratory services shall include and be defined as review and analysis of any of the following:

Audio Analysis
Bloodstain Pattern Analysis
DNA/Forensic Biology
Computer Forensics (including Cell Phones)
Firearms Examinations
Impression Evidence
Latent Print Processing
Trace Evidence
Video Analysis
Toxicology
Controlled Substances Analysis
COUNTY and CITY both acknowledge that the Crime Laboratory calculates the costs of its services billed to CITY as follows:

Each calendar year, the total cost of running the Crime Laboratory is determined. The cost includes Crime Laboratory personnel salaries and benefits, supplies, and other operating costs (including equipment and maintenance) associated with providing Crime Laboratory services.

Also, each calendar year, statistics are generated on the total number of Major Case submissions to the Crime Laboratory. The number of Major Case submissions by each law enforcement agency is expressed as a percentage of the total number of Major Cases submitted by all City agencies. Major Case submissions are defined as cases requiring Audio Analysis, Bloodstain Pattern Analysis, DNA/Forensic Biology Analysis, Computer Forensics (including Cell Phones), Firearms Examinations, Impression Evidence, Latent Print Processing, Trace Evidence Analysis, or Video Analysis, that are assigned a single laboratory number by the Crime Lab, and as such different Major Cases may have widely different numbers of individual evidence items requiring a wide range of analyses.

Note: Toxicology and Controlled Substances Analysis are not considered Major Cases.

This cost-sharing payment shall be calculated using the Crime Laboratory's total operating costs for the prior fiscal year. COUNTY agrees to recover forty percent (40%) of those costs from the participating cities. The CITY's cost sharing payment will be determined as follows:
- 80% of the payment will be calculated based on the CITY's proportion of all Major Case Submissions over the

Memorandum of Understanding between the
County of Santa Clara and City of Gilroy for
Crime Laboratory Services
prior five years (in order to mitigate year-to-year fluctuations in Major Case Submissions). - 20% of the payment will be based on the CITY's proportion of the COUNTY's total population, as of the end of the prior fiscal year. This population factor incorporates the costs of Toxicology and Controlled Substances cases.

CITY shall be notified of its payment amount in advance of the coming fiscal year to allow adequate budget planning.

A. ENTIRE MOU
This MOU and its Appendices (if any) constitutes the final, complete and exclusive statement of the terms of the agreement between the parties. It incorporates and supersedes all the agreements, covenants and understandings between the parties concerning the subject matter hereof, and all such agreements, covenants and understandings have been merged into this MOU. No prior or contemporaneous agreement or understanding, verbal or otherwise, of the parties or their agents shall be valid or enforceable unless embodied in this MOU.

B. AMENDMENTS
This MOU may only be amended by a written instrument signed by the Parties.

C. CONFLICTS OF INTEREST
CITY shall comply, and require its subcontractors to comply, with all applicable (i) requirements governing avoidance of impermissible client conflicts; and (ii) federal, state and local conflict of interest laws and regulations including, without limitation, California Government Code section 1090 et. seq., the California Political Reform Act (California Government Code section 87100 et. seq.) and the regulations of the Fair Political Practices Commission concerning disclosure and disqualification (2 California Code of Regulations section 18700 et. seq.).

Failure to do so constitutes a material breach of this MOU and is grounds for immediate termination of this MOU by COUNTY.

In accepting this MOU, CITY covenants that it presently has no interest, and will not acquire any interest, direct or indirect, financial or otherwise, which would conflict in any manner or degree with the performance of this MOU.

CITY further covenants that, in the performance of this MOU, it will not employ any contractor or person having such an interest. CITY, including but not limited to CITY's employees and subcontractors, may be subject to the disclosure and disqualification provisions of the California Political Reform Act of 1974 (the "Act"), that (1) requires such persons to disclose economic interests that may foreseeably be materially affected by the work performed under this MOU, and
(2) prohibits such persons from making or participating in making decisions that will foreseeably financially affect such interests.

If the disclosure provisions of the Political Reform Act are applicable to any individual providing service under this MOU, CITY shall, upon execution of this MOU, provide COUNTY with the names, description of individual duties to be performed, and email addresses of all individuals, including but not limited to CITY's employees, agents and subcontractors, that could be substantively involved in "making a governmental decision" or "serving in a staff capacity and in that capacity participating in making governmental decisions or performing duties that would be performed by an individual in a designated position," (2 CCR 1870l(a)(2)), as part of CITY's service to COUNTY under this MOU. CITY shall immediately notify COUNTY of the names and email addresses of any additional individuals later assigned to provide such service to COUNTY under this MOU in such a capacity.

CITY shall immediately notify COUNTY of the names of individuals working in such a capacity who, during the course of the MOU, end their service to COUNTY.

If the disclosure provisions of the Political Reform Act are applicable to any individual providing service under this MOU, CITY shall ensure that all such individuals identified pursuant to this section understand that they are subject to the Act and shall conform to all requirements of the Act and other laws and regulations listed in subsection (A) including, as required, filing of Statements of Economic Interests within 30 days of commencing service pursuant to this MOU, annually by April 1, and within 30 days of their termination of service pursuant to this MOU.

Memorandum of Understanding between the
County of Santa Clara and City of Gilroy for
Crime Laboratory Services
D. INDEMNIFICATION
In lieu of and notwithstanding the pro rata risk allocation, which might otherwise be imposed between the Parties pursuant to Government Code Section 895.6, the Parties agree that all losses or liabilities incurred by Party shall not be shared pro rata but, instead, COUNTY and CITY agree that, pursuant to Government Code Section 895.4, each of the Parties hereto shall fully indemnify and hold each of-the other Parties, their officers, board members, employees, and agents, harmless from any claim, expense or cost, damage or liability imposed for injury (as defined in Government Code Section 810.8) occurring by reason of the negligent acts or omissions or willful misconduct of the indemnifying party, its officers, employees or agents, under or in connection with or arising out of any work, authority or jurisdiction delegated to such party under this AGREEMENT. No party, nor any officer, board member or agent thereof shall be responsible for any damage or liability occurring by reason of the negligent acts or omissions or willful misconduct of the other Parties hereto, their officers, board members, employees, or agents, under or in connection with or arising out of any work authority or jurisdiction delegated to such other Parties under this AGREEMENT.

E. GOVERNING LAW, VENUE
This MOU has been executed and delivered in, and shall be construed and enforced in accordance with, the laws of the State of California. Proper venue for legal action regarding this MOU shall be in the County of Santa Clara.

F. ASSIGNMENT
No assignment of this MOU or of the rights and obligations hereunder shall be valid without the prior written consent of the other Party.

G. WAIVER
No delay or failure to require performance of any provision of this MOU shall constitute a waiver of that provision as to that or any other instance. Any waiver granted by a party shall be in writing and shall apply to the specific instance expressly stated.

H. TERMINATION
COUNTY may, by 60 day written notice to CITY, terminate all or part of this MOU at any time for the convenience of COUNTY. The notice shall specify the effective date and the scope of the termination. Upon receipt of the documents, COUNTY shall be compensated based on the completion of services provided.

I. COUNTY NO-SMOKING POLICY
Contractor and its employees, agents and subcontractors, shall comply with the County's No- Smoking Policy, as set forth in the Board of Supervisors Policy Manual section 3.47 (as amended from time to time), which prohibits smoking: (1) at the Santa Clara Valley Medical Center Campus and all County-owned and operated health facilities, (2) within 30 feet surrounding County-owned buildings and leased buildings where the County isthe sole occupant, and (3) in all County vehicles.

J. CALIFORNIA PUBLIC RECORDS ACT
COUNTY and CITY are public agencies subject to the disclosure requirements of the California Public Records Act ("CPRA"). In the event of a request received by one party for infom1ation or records received from the other party, the party that received the CPRA request will make best efforts to provide notice to the other party prior to disclosing the information or records. If the party that provided the information or records contends that any are exempt from the CPRA and wishes to prevent disclosure, it is required to obtain a protective order, injunctive relief or other appropriate remedy from a court of law in Santa Clara COUNTY before the party that received the CPRA request is required to respond to the CPRA request. If the party fails to obtain such remedy within the time the party that received the CPRA request is required to respond, the latter party may disclose the requested information.

K.THIRD PARTY BENEFICIARIES
This MOU does not, and is not intended to, confer any rights or remedies upon any person or entity other than the parties.

L.CONTRACT EXECUTION

Memorandum of Understanding between the
County of Santa Clara and City of Gilroy for
Crime Laboratory Services
Unless otherwise prohibited by law or COUNTY policy, the Parties agree that an electronic copy of a signed contract, or an electronically signed contract, has the same force and legal effect as a contract executed with an original ink signature. The term "electronic copy of a signed contract" refers to a transmission by facsimile, electronic mail, or other electronic means of a copy of an original signed contract in a portable document format. The term "electronically signed contract" means a contract that is executed by applying an electronic signature using technology approved by COUNTY.

IN WITNESS WHEREOF, COUNTY and CITY hereby agree to the terms of this MOU.

COUNTY OF SANTA CLARA
_______________________________
OTTO LEE, President
Board of Supervisors
Date:__________
Signed and certified that a copy of this
Document has been delivered by electronic
Or other means to the President, Board of
Supervisors
ATTEST:
_______________________________

CURTIS BOONE
Clerk of the Board of Supervisors
Date: ____________

APPROVED AS TO FORM AND LEGALITY
_______________________________

HILARY KERRIGAN
Deputy County Counsel
Date: _____________

CITY OF GILROY
_______________________________
Name, Matt Morley
Title: City Administrator
Date:__________
_______________________________
Name, Brandon Sanchez
Title Police Chief
Date:__________
_______________________________
Name, Andrew Faber
Title City Attorney
Date:__________
Name, Kim Mancera
Title City Clerk
Date:__________

6.12. City of Gilroy

STAFF REPORT
Agenda Item Title: Consent to the Appointment of Derek Cray as Utilities Director
Meeting Date: June 15, 2026
From: Matt Morley, City Administrator
Department: Human Resources/Risk Management
Submitted by: Matt Morley, City Administrator
Prepared by: LeeAnn McPhillips, Interim Human Resources Director/Risk Manager.

STRATEGIC PLAN GOALS: Not Applicable

RECOMMENDATION
Consent to the City Administrator's recommendation to appoint Derek Cray to the department head position of Utilities Director.

EXECUTIVE SUMMARY
The recruitment process for the position of Utilities Director has recently concluded.

After a thorough process and vetting of candidates, the City Administrator is recommending the Council consent to the appointment of Derek Cray to the position of Utilities Director. If approved, Mr. Cray will begin work on July 21, 2026.

BACKGROUND
Per Article VII. (” The City Administrator “) of the Gilroy City Charter, Section 703(c) (“Powers and Duties”), the City Administrator shall appoint Department Heads with the consent of the City Council.

Utilizing the assistance of an executive search firm, the City recently completed a full recruitment process for the position of Utilities Director. A thorough vetting process was

6.12. completed and included the following steps:
• Application screening
• Supplemental questions
• Interview with search firm
• Panel interviews with two panels:
o Subject-Matter Expert Panel (Assistant City Manager/Public Services, Utilities/Public Works Director, Valley Water Chief Operating Officer, Public Works Director)
o Senior Executive Team Panel
• City Administrator Interview and candidate assessment • Employment Background Check
• Following the conditional offer:
o Department of Justice Criminal Records Check
The additional final step in the selection process following the conditional offer is Council’s consent of the City Administrator’s recommendation for appointment.

Mr. Cray has 23 years of public service in the Utilities area. He has worked for two cities and two districts. His experience includes five years at the City of Turlock, four years at the City of Ceres, five years at South San Joaquin Inrrigation District, and eight and a half years with Marina Coast Water District. In his most recent position with Marina Coast Water District, Derek currently serves in the Department Head role of Operations and Maintenance Manager. He has also served as the Interim and Acting General Manager of the Marina Coast Water District when the General Manager position was vacant. Mr. Cray has expertise in the areas of water distribution, wastewater collection, recycled water systems, capital improvement project management, regulatory compliance, and budget administration.

Mr. Cray holds a Bachelor's degree in Business Management from Union Institute and University. He also holds the following certifications relevant to the field of Utilities:
• Grade V Water Treatment Operator, CA State Water Resources Control Board • Grade V Water Distribution Operator, CA State Water Resources Control Board • Grade IV Collections System Maintenance Technologist, California Water Environment Association
• Grade I Instrumentation Technician and Grade I Plant Maintenance Technician, California Water Environment Association
• Certified Backflow Tester, Cross Connection Specialist, and Grade I Water Use Efficiency Practitioner, American Water Works Association

6.12. Mr. Cray has significant experience planning, managing, and delivering capital improvement projects in-house and through the use of consultants. He has led all phases of projects from design through construction completion with hands-on technical involvement at every stage. He has independently executed projects end-to-end and provided cross-departmental support, including plan review, plan check, design assistance, and project coordination for capital improvement projects outside the Utilities Department. Start to finish project management is an area that Mr. Cray enjoys.

Mr. Cray has also led a comprehensive overhaul of the Computerized Maintenance Management System (CMMS) for Marina Coast Water District. Also, he direct the complete rebuild and modernization of the district's SCADA (Supervisory Control and Data Acquisition) system, managing the project from procurement through commissioning to enhance real-time monitoring, operational control, and system reliability across all water and wastewater infrastructure.

Mr. Cray is a strategic partner with expertise in, and a passion for, Utilities with a focus on service to the community. He resides in the Salinas area with his family and is very much looking forward to the challenges of Gilroy's Utilities Director position, working alongside the Utilities team, and serving the residents of Gilroy.

ANALYSIS
N/A

ALTERNATIVES
No other alternative is recommended. An Interim Utilities Director is covering the position on a part-time basis. There is not an alternate candidate being recommended for appointment.

FISCAL IMPACT/FUNDING SOURCE
The salary and benefits for this position have been included in the FY 27 operating budget previously approved by Council. Salary placement shall be within the approved Utilities Director classification annual salary range, effective July 1, 2026, of $210,815 — $289,566.

PUBLIC OUTREACH
This item was included on the publicly posted agenda for this Council meeting.

NEXT STEPS

6.12. Upon consent of the City Council and issuance of a final offer letter, Derek Cray is scheduled to begin employment effective July 21, 2026.

Attachments:

None

7.1. City of Gilroy

STAFF REPORT
Agenda Item Title: Award a Professional Services Agreement to Kimley-Horn for a Not-to-exceed Amount of $237,117 for the Development of the City of Gilroy Comprehensive Roadway Safety Action
Plan, Add the Project to the Capital Improvement Program, and Adopt a Budget Amendment Resolution to appropriate
Grant and Gas Tax Funds to the Project
Meeting Date: June 15, 2026
From: Matt Morley, City Administrator
Department: Public Works
Submitted by: John Doughty, Public Works Director
Prepared by: Susana Ramirez, Engineer
STRATEGIC PLAN GOALS: Not Applicable

RECOMMENDATION

1. Award a Professional Services Agreement to Kimley-Horn for an amount not to exceed $237,117.25 for the development of the City of Gilroy Comprehensive Roadway Safety Action Plan (Project) No. 26-RFP-PW-529, and authorize the City Administrator to execute the contract and associated documents;

2. Add the Project to the Fiscal Year 26 (FY26) Capital Improvement Program (CIP) with Project Number 801180; and

3. Adopt a resolution amending the FY26 budget within Gas Tax Fund (205) to appropriate $189,693.80 in FY 2024 SS4A Grant Funds to the Project, along with $47,423.45 in local match from the Gas Tax Fund balance, for a total of $237,117.25.

EXECUTIVE SUMMARY
The City was awarded a Fiscal Year 2024 Safe Streets and Roads for All (SS4A) grant for the development of a Comprehensive Roadway Safety Action Plan (CSAP). The

7.1. CSAP aims to reduce traffic-related fatalities and serious injuries through initiatives such as implementation guidance, a list of priority projects along the high injury network, and conceptual design plans for priority locations.

Staff received six proposals for the development of the City of Gilroy CSAP, which were evaluated by assigned personnel to determine which consultant was the most qualified to complete the work. After a round of interviews with three firms, staff concurred with recommendation of award of the contract to Kimley-Horn. The Services Agreement with Kimley-Horn to develop the CSAP is in the amount of $237,117.25, and the plan will be developed over the next year along with city staff, project stakeholders, and the community.

BACKGROUND
The SS4A program, administered by the Federal Highway Administration (FHWA), provides funding to support local agencies in creating safer roadways. The program aims to reduce traffic-related fatalities and serious injuries through initiatives such as action plans and implementation projects. The City was awarded a $190,000 SS4A grant for the development of the City of Gilroy CSAP, which requires a 20% city match.

In October 2024, the City Council approved a resolution amending the budget for the City of Gilroy for Fiscal Year 2024-25 appropriating various grant awards, including the awarded SS4A grant. The City Council authorized the City Administrator to execute the grant agreement in February 2025.

The CSAP will study the most recent crash data to aid the City in identifying the factors that contribute the most to local traffic crashes. It will also better position the City to receive safety implementation funding from state and federal grant programs such as Highway Safety Improvement Program (HSIP), Safe Streets for All (SS4A), Active Transportation Program (ATP), and One Bay Area Government (OBAG).

ANALYSIS
The SS4A grant will fund the development of the CSAP. The plan will:
• Align with City and regional transportation planning documents such as the City's General Plan, Traffic Circulation Master Plan, Caltrans’ Strategic Highway Safety Plan, and the Safe Systems approach.
• Analyze collision data and roadway conditions to develop a prioritized list of safety improvements.
• Include funding, implementation, monitoring, and evaluation plans to address systemic traffic safety concerns. It will be data-driven and objective with many opportunities to engage stakeholders and the community to identify traffic safety concerns.

7.1. Approval of the CSAP will provide access to transportation grant funds which are only available to communities with adopted CSAPs.

ALTERNATIVES
The City Council can choose not to award the Services Agreement, which will delay the implementation of a CSAP and affect the city's ability to secure grant funds to implement recommended safety improvements identified in the plan. This action would put $190,000 of grant money at risk as well as limit the ability of the City to compete for certain grant funding opportunities.

FISCAL IMPACT/FUNDING SOURCE
The total project cost and Services Agreement amount with Kimley-Horn is $237,117.25. The SS4A grant provides reimbursement funding of up to $190,000 and requires a 20% local match. Based on the project cost, $189,693.80 will be reimbursed through the SS4A grant and $47,423.45 will be funded with available Gas Tax Fund (205) balance.

The SS4A grant is a reimbursement-based grant. Grant revenues will be received after eligible project expenditures are incurred and reimbursement requests are submitted in accordance with grant requirements. Therefore, a budget amendment is required to appropriate both the anticipated grant reimbursement revenue and the required local matching funds for Project No. 801180, Comprehensive Roadway Safety Action Plan.

PUBLIC OUTREACH
The development of the CSAP will implement community feedback through different efforts, including an online survey, public workshops, and outreach at community events. There will be an emphasis on inclusivity to ensure that at-risk and underrepresented groups are able to share feedback and help shape project recommendations. The completed CSAP will be shared with City Council at a future date.

NEXT STEPS
Upon City Council’s approval, the contract will be executed, and staff will work with the consultant, Kimley-Horn, to develop a final project schedule. The development of the plan is expected to take a year to complete.

Attachments:

1. Agreement for Services - Draft

7.1. 2. SS4A_Resolution

-1- 4835-2267-0361v1
LAC\04706083

AGREEMENT FOR SERVICES
(For contracts over $5,000 - CONSULTANT)
This AGREEMENT made this 16th day of June, 2026, between:

CITY: City of Gilroy, having a principal place of business at 7351 Rosanna Street, Gilroy, California
and CONSULTANT: Kimley-Horn and Associates, Inc., having a principal place of business at 10 South Almaden Boulevard, Suite 1250, San Jose, CA 95113.

ARTICLE 1. TERM OF AGREEMENT
This Agreement will become effective on June 16, 2026 and will continue in effect through December 31, 2027 unless terminated in accordance with the provisions of Article 7 of this Agreement.

Any lapse in insurance coverage as required by Article 5, Section D of this Agreement shall terminate this Agreement regardless of any other provision stated herein. ______ Initial
ARTICLE 2. INDEPENDENT CONTRACTOR STATUS
It is the express intention of the parties that CONSULTANT is an independent contractor and not an employee, agent, joint venturer or partner of CITY. Nothing in this Agreement shall be interpreted or construed as creating or establishing the relationship of employer and employee between CITY and CONSULTANT or any employee or agent of CONSULTANT. Both parties acknowledge that CONSULTANT is not an employee for state or federal tax purposes.

CONSULTANT shall not be entitled to any of the rights or benefits afforded to CITY’S employees, including, without limitation, disability or unemployment insurance, workers’ compensation, medical insurance, sick leave, retirement benefits or any other employment benefits. CONSULTANT shall retain the right to perform services for others during the term of this Agreement.

ARTICLE 3. SERVICES TO BE PERFORMED BY CONSULTANT
A. Specific Services
CONSULTANT agrees to: Perform the services as outlined in Exhibit “A” (“Specific Provisions”) and Exhibit “B” (“Scope of Services”), within the time periods described in Exhibit “C” (“Milestone Schedule”).

B. Method of Performing Services
CONSULTANT shall determine the method, details and means of performing the above-described services. CITY shall have no right to, and shall not, control the manner or determine the method of accomplishing CONSULTANT’S services.

-2- 4835-2267-0361v1
LAC\04706083
C. Employment of Assistants
CONSULTANT may, at the CONSULTANT’S own expense, employ such assistants as CONSULTANT deems necessary to perform the services required of CONSULTANT by this Agreement, subject to the prohibition against assignment and subcontracting contained in Article 5 below. CITY may not control, direct, or supervise CONSULTANT’S assistants in the performance of those services. CONSULTANT assumes full and sole responsibility for the payment of all compensation and expenses of these assistants and for all state and federal income tax, unemployment insurance, Social Security, disability insurance and other applicable withholding.

D. Place of Work
CONSULTANT shall perform the services required by this Agreement at any place or location and at such times as CONSULTANT shall determine is necessary to properly and timely perform CONSULTANT’S services.

ARTICLE 4. COMPENSATION
A. Consideration
In consideration for the services to be performed by CONSULTANT, CITY agrees to pay CONSULTANT the amounts set forth in Exhibit “D” (“Payment Schedule”). In no event however shall the total compensation paid to CONSULTANT exceed $237,117.25.

B. Invoices
CONSULTANT shall submit invoices for all services rendered.

C. Payment
Payment shall be due according to the payment schedule set forth in Exhibit “D”. No payment will be made unless CONSULTANT has first provided City with a written receipt of invoice describing the work performed and any approved direct expenses (as provided for in Exhibit “A”, Section IV) incurred during the preceding period. If CITY objects to all or any portion of any invoice, CITY shall notify CONSULTANT of the objection within thirty (30) days from receipt of the invoice, give reasons for the objection, and pay that portion of the invoice not in dispute. It shall not constitute a default or breach of this Agreement for CITY not to pay any invoiced amounts to which it has objected until the objection has been resolved by mutual agreement of the parties.

D. Expenses
CONSULTANT shall be responsible for all costs and expenses incident to the performance of services for CITY, including but not limited to, all costs of equipment used or provided by CONSULTANT, all fees, fines, licenses, bonds or taxes required of or imposed against CONSULTANT and all other of CONSULTANT’S costs of doing business. CITY shall not be responsible for any expenses incurred by CONSULTANT in performing services for CITY, except for those expenses constituting “direct expenses” referenced on Exhibit “A.”

-3- 4835-2267-0361v1
LAC\04706083
ARTICLE 5. OBLIGATIONS OF CONSULTANT
A. Tools and Instrumentalities
CONSULTANT shall supply all tools and instrumentalities required to perform the services under this Agreement at its sole cost and expense. CONSULTANT is not required to purchase or rent any tools, equipment or services from CITY.

B. Workers’ Compensation
CONSULTANT agrees to provide workers’ compensation insurance for CONSULTANT’S employees and agents and agrees to hold harmless, defend with counsel acceptable to CITY and indemnify CITY, its officers, representatives, agents and employees from and against any and all claims, suits, damages, costs, fees, demands, causes of action, losses, liabilities and expenses, including without limitation reasonable attorneys’ fees, arising out of any injury, disability, or death of any of CONSULTANT’S employees.

C. Indemnification of Liability, Duty to Defend

1. As to professional liability, to the fullest extent permitted by law, CONSULTANT shall defend, through counsel approved by CITY (which approval shall not be unreasonably withheld), indemnify and hold harmless CITY, its officers, representatives, agents and employees against any and all suits, damages, costs, fees, claims, demands, causes of action, losses, liabilities and expenses, including without limitation attorneys’ fees, to the extent arising or resulting directly or indirectly from any willful or negligent acts, errors or omissions of CONSULTANT or CONSULTANT’S assistants, employees or agents, including all claims relating to the injury or death of any person or damage to any property.

2. As to other liability, to the fullest extent permitted by law, CONSULTANT shall defend, through counsel approved by CITY (which approval shall not be unreasonably withheld), indemnify and hold harmless CITY, its officers, representatives, agents and employees against any and all suits, damages, costs, fees, claims, demands, causes of action, losses, liabilities and expenses, including without limitation attorneys’ fees, arising or resulting directly or indirectly from any act or omission of CONSULTANT or CONSULTANT’S assistants, employees or agents, including all claims relating to the injury or death of any person or damage to any property.

D. Insurance
In addition to any other obligations under this Agreement, CONSULTANT shall, at no cost to CITY, obtain and maintain throughout the term of this Agreement: (a) Commercial Liability Insurance on a per occurrence basis, including coverage for owned and non-owned automobiles, with a minimum combined single limit coverage of $1,000,000 per occurrence for all damages due to bodily injury, sickness or disease, or death to any person, and damage to property, including the loss of use thereof; and (b) Professional Liability Insurance (Errors & Omissions) with a minimum coverage of $1,000,000 per occurrence or claim, and $2,000,000 aggregate; provided however, Professional Liability Insurance written on a claims made basis must comply with the requirements

-4- 4835-2267-0361v1
LAC\04706083
set forth below. Professional Liability Insurance written on a claims made basis (including without limitation the initial policy obtained and all subsequent policies purchased as renewals or replacements) must show the retroactive date, and the retroactive date must be before the earlier of the effective date of the contract or the beginning of the contract work. Claims made Professional Liability Insurance must be maintained, and written evidence of insurance must be provided, for at least five (5) years after the completion of the contract work. If claims made coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a retroactive date prior to the earlier of the effective date of the contract or the beginning of the contract work, CONSULTANT must purchase so called “extended reporting” or “tail” coverage for a minimum of five (5) years after completion of work, which must also show a retroactive date that is before the earlier of the effective date of the contract or the beginning of the contract work.

As a condition precedent to CITY’S obligations under this Agreement, CONSULTANT shall furnish written evidence of such coverage (naming CITY, its officers and employees as additional insureds on the Comprehensive Liability insurance policy referred to in (a) immediately above via a specific endorsement) and requiring thirty (30) days written notice of policy lapse or cancellation, or of a material change in policy terms.

E. Assignment
Notwithstanding any other provision of this Agreement, neither this Agreement nor any duties or obligations of CONSULTANT under this Agreement may be assigned or subcontracted by CONSULTANT without the prior written consent of CITY, which CITY may withhold in its sole and absolute discretion.

F. State and Federal Taxes
As CONSULTANT is not CITY’S employee, CONSULTANT shall be responsible for paying all required state and federal taxes. Without limiting the foregoing, CONSULTANT acknowledges and agrees that:
• CITY will not withhold FICA (Social Security) from CONSULTANT’S payments;
• CITY will not make state or federal unemployment insurance contributions on CONSULTANT’S behalf;
• CITY will not withhold state or federal income tax from payment to CONSULTANT;
• CITY will not make disability insurance contributions on behalf of CONSULTANT;
• CITY will not obtain workers’ compensation insurance on behalf of CONSULTANT.

-5- 4835-2267-0361v1
LAC\04706083
ARTICLE 6. OBLIGATIONS OF CITY
A. Cooperation of City
CITY agrees to respond to all reasonable requests of CONSULTANT and provide access, at reasonable times following receipt by CITY of reasonable notice, to all documents reasonably necessary to the performance of CONSULTANT’S duties under this Agreement.

B. Assignment
CITY may assign this Agreement or any duties or obligations thereunder to a successor governmental entity without the consent of CONSULTANT. Such assignment shall not release CONSULTANT from any of CONSULTANT’S duties or obligations under this Agreement.

ARTICLE 7. TERMINATION OF AGREEMENT
A. Sale of Consultant’s Business/ Death of Consultant.

CONSULTANT shall notify CITY of the proposed sale of CONSULTANT’s business no later than thirty (30) days prior to any such sale. CITY shall have the option of terminating this Agreement within thirty (30) days after receiving such notice of sale. Any such CITY termination pursuant to this Article 7.A shall be in writing and sent to the address for notices to CONSULTANT set forth in Exhibit A, Subsection V.H., no later than thirty (30) days after CITY’ receipt of such notice of sale.

If CONSULTANT is an individual, this Agreement shall be deemed automatically terminated upon death of CONSULTANT.

B. Termination by City for Default of Consultant
Should CONSULTANT default in the performance of this Agreement or materially breach any of its provisions, CITY, at CITY’S option, may terminate this Agreement by giving written notification to CONSULTANT. For the purposes of this section, material breach of this Agreement shall include, but not be limited to the following:

1. CONSULTANT’S failure to professionally and/or timely perform any of the services contemplated by this Agreement.

2. CONSULTANT’S breach of any of its representations, warranties or covenants contained in this Agreement.

CONSULTANT shall be entitled to payment only for work completed in accordance with the terms of this Agreement through the date of the termination notice, as reasonably determined by CITY, provided that such payment shall not exceed the amounts set forth in this Agreement for the tasks described on Exhibit C” which have been fully, competently and timely rendered by CONSULTANT. Notwithstanding the foregoing, if CITY terminates this Agreement due to CONSULTANT’S default in the performance of this Agreement or material breach by CONSULTANT of any of its provisions, then in addition to any other rights and remedies CITY

-6- 4835-2267-0361v1
LAC\04706083
may have, CONSULTANT shall reimburse CITY, within ten (10) days after demand, for any and all costs and expenses incurred by CITY in order to complete the tasks constituting the scope of work as described in this Agreement, to the extent such costs and expenses exceed the amounts CITY would have been obligated to pay CONSULTANT for the performance of that task pursuant to this Agreement.

C. Termination for Failure to Make Agreed-Upon Payments Should CITY fail to pay CONSULTANT all or any part of the compensation set forth in Article 4 of this Agreement on the date due, then if and only if such nonpayment constitutes a default under this Agreement, CONSULTANT, at the CONSULTANT’S option, may terminate this Agreement if such default is not remedied by CITY within thirty (30) days after demand for such payment is given by CONSULTANT to CITY.

D. Transition after Termination
Upon termination, CONSULTANT shall immediately stop work, unless cessation could potentially cause any damage or harm to person or property, in which case CONSULTANT shall cease such work as soon as it is safe to do so. CONSULTANT shall incur no further expenses in connection with this Agreement. CONSULTANT shall promptly deliver to CITY all work done toward completion of the services required hereunder, and shall act in such a manner as to facilitate any the assumption of CONSULTANT’s duties by any new consultant hired by the CITY to complete such services.

ARTICLE 8. GENERAL PROVISIONS
A. Amendment & Modification
No amendments, modifications, alterations or changes to the terms of this Agreement shall be effective unless and until made in a writing signed by both parties hereto.

B. Americans with Disabilities Act of 1990
Throughout the term of this Agreement, the CONSULTANT shall comply fully with all applicable provisions of the Americans with Disabilities Act of 1990 (“the Act”) in its current form and as it may be amended from time to time. CONSULTANT shall also require such compliance of all subcontractors performing work under this Agreement, subject to the prohibition against assignment and subcontracting contained in Article 5 above. The CONSULTANT shall defend with counsel acceptable to CITY, indemnify and hold harmless the CITY OF GILROY, its officers, employees, agents and representatives from and against all suits, claims, demands, damages, costs, causes of action, losses, liabilities, expenses and fees, including without limitation reasonable attorneys’ fees, that may arise out of any violations of the Act by the CONSULTANT, its subcontractors, or the officers, employees, agents or representatives of either.

C. Attorneys’ Fees
If any action at law or in equity, including an action for declaratory relief, is brought to enforce or interpret the provisions of this Agreement, the prevailing party will be entitled to reasonable

-7- 4835-2267-0361v1
LAC\04706083
attorneys’ fees, which may be set by the court in the same action or in a separate action brought for that purpose, in addition to any other relief to which that party may be entitled.

D. Captions
The captions and headings of the various sections, paragraphs and subparagraphs of the Agreement are for convenience only and shall not be considered nor referred to for resolving questions of interpretation.

E. Compliance with Laws
The CONSULTANT shall keep itself informed of all State and National laws and all municipal ordinances and regulations of the CITY which in any manner affect those engaged or employed in the work, or the materials used in the work, or which in any way affect the conduct of the work, and of all such orders and decrees of bodies or tribunals having any jurisdiction or authority over the same. Without limiting the foregoing, CONSULTANT agrees to observe the provisions of the Municipal Code of the CITY OF GILROY, obligating every contractor or subcontractor under a contract or subcontract to the CITY OF GILROY for public works or for goods or services to refrain from discriminatory employment or subcontracting practices on the basis of the race, color, sex, religious creed, national origin, ancestry of any employee, applicant for employment, or any potential subcontractor.

F. Conflict of Interest
CONSULTANT certifies that to the best of its knowledge, no CITY employee or office of any public agency interested in this Agreement has any pecuniary interest in the business of CONSULTANT and that no person associated with CONSULTANT has any interest that would constitute a conflict of interest in any manner or degree as to the execution or performance of this Agreement.

G. Entire Agreement
This Agreement supersedes any and all prior agreements, whether oral or written, between the parties hereto with respect to the rendering of services by CONSULTANT for CITY and contains all the covenants and agreements between the parties with respect to the rendering of such services in any manner whatsoever. Each party to this Agreement acknowledges that no representations, inducements, promises or agreements, orally or otherwise, have been made by any party, or anyone acting on behalf of any party, which are not embodied herein, and that no other agreement, statement or promise not contained in this Agreement shall be valid or binding.

No other agreements or conversation with any officer, agent or employee of CITY prior to execution of this Agreement shall affect or modify any of the terms or obligations contained in any documents comprising this Agreement. Such other agreements or conversations shall be considered as unofficial information and in no way binding upon CITY.

-8- 4835-2267-0361v1
LAC\04706083
H. Governing Law and Venue
This Agreement shall be governed by and construed in accordance with the laws of the State of California without regard to the conflict of laws provisions of any jurisdiction. The exclusive jurisdiction and venue with respect to any and all disputes arising hereunder shall be in state and federal courts located in Santa Clara County, California.

I. Notices
Any notice to be given hereunder by either party to the other may be effected either by personal delivery in writing or by mail, registered or certified, postage prepaid with return receipt requested.

Mailed notices shall be addressed to the parties at the addresses appearing in Exhibit “A”, Section V.H. but each party may change the address by written notice in accordance with this paragraph.

Notices delivered personally will be deemed delivered as of actual receipt; mailed notices will be deemed delivered as of three (3) days after mailing.

J. Partial Invalidity
If any provision in this Agreement is held by a court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions will nevertheless continue in full force without being impaired or invalidated in any way.

K. Time of the Essence
All dates and times referred to in this Agreement are of the essence.

L. Waiver
CONSULTANT agrees that waiver by CITY of any one or more of the conditions of performance under this Agreement shall not be construed as waiver(s) of any other condition of performance under this Agreement.

Executed at Gilroy, California, on the date and year first above written.

CONSULTANT: CITY:

Kimley-Horn and Associates, Inc. CITY OF GILROY
By: By:

Name: Frederik Venter, PE Name: Matt Morley
Title: Senior Vice President Title: City Administrator
Social Security or Taxpayer
Identification Number 56-0885615

-9- 4835-2267-0361v1
LAC\04706083
Approved as to Form ATTEST:

City Attorney City Clerk

-1- 4835-2267-0361v1
LAC\04706083
EXHIBIT “A”

SPECIFIC PROVISIONS
I. PROJECT MANAGER
CONSULTANT shall provide the services indicated on the attached Exhibit “B”, Scope of Services (“Services”). (All exhibits referenced are incorporated herein by reference.) To accomplish that end, CONSULTANT agrees to assign Frederik J. Venter, PE, who will act in the capacity of Project Manager, and who will personally direct such Services.

Except as may be specified elsewhere in this Agreement, CONSULTANT shall furnish all technical and professional services including labor, material, equipment, transportation, supervision and expertise to perform all operations necessary and required to complete the Services in accordance with the terms of this Agreement.

II. NOTICE TO PROCEED/COMPLETION OF SERVICE
A. NOTICE TO PROCEED
CONSULTANT shall commence the Services upon delivery to CONSULTANT of a written “Notice to Proceed”, which Notice to Proceed shall be in the form of a written communication from designated City contact person(s). Notice to Proceed may be in the form of e-mail, fax or letter authorizing commencement of the Services. For purposes of this Agreement, the City Engineer shall be the designated City contact person(s). Notice to Proceed shall be deemed to have been delivered upon actual receipt by CONSULTANT or if otherwise delivered as provided in the Section V.H. (“Notices”) of this Exhibit “A”.

B. COMPLETION OF SERVICES
When CITY determines that CONSULTANT has completed all of the Services in accordance with the terms of this Agreement, CITY shall give CONSULTANT written Notice of Final Acceptance, and CONSULTANT shall not incur any further costs hereunder. CONSULTANT may request this determination of completion when, in its opinion, it has completed all of the Services as required by the terms of this Agreement and, if so requested, CITY shall make this determination within two (2) weeks of such request, or if CITY determines that CONSULTANT has not completed all of such Services as required by this Agreement, CITY shall so inform CONSULTANT within this two (2) week period.

III. PROGRESS SCHEDULE
The schedule for performance and completion of the Services will be as set forth in the attached Exhibit “C”.

IV. PAYMENT OF FEES AND DIRECT EXPENSES
Payments shall be made to CONSULTANT as provided for in Article 4 of this Agreement.

-2- 4835-2267-0361v1
LAC\04706083
Direct expenses are charges and fees not included in Exhibit “B”. CITY shall be obligated to pay only for those direct expenses which have been previously approved in writing by CITY.

CONSULTANT shall obtain written approval from CITY prior to incurring or billing of direct expenses.

Copies of pertinent financial records, including invoices, will be included with the submission of billing(s) for all direct expenses.

V. OTHER PROVISIONS
A. STANDARD OF WORKMANSHIP
CONSULTANT represents and warrants that it has the qualifications, skills and licenses necessary to perform the Services, and its duties and obligations, expressed and implied, contained herein, and CITY expressly relies upon CONSULTANT’S representations and warranties regarding its skills, qualifications and licenses. CONSULTANT shall perform such Services and duties in conformance to and consistent with the standards generally recognized as being employed by professionals in the same discipline in the State of California.

Any plans, designs, specifications, estimates, calculations, reports and other documents furnished under this Agreement shall be of a quality acceptable to CITY. The minimum criteria for acceptance shall be a product of neat appearance, well-organized, technically and grammatically correct, checked and having the maker and checker identified. The minimum standard of appearance, organization and content of the drawings shall be that used by CITY for similar purposes.

B. RESPONSIBILITY OF CONSULTANT
CONSULTANT shall be responsible for the professional quality, technical accuracy, and the coordination of the Services furnished by it under this Agreement. CONSULTANT shall not be responsible for the accuracy of any project or technical information provided by the CITY. The CITY’S review, acceptance or payment for any of the Services shall not be construed to operate as a waiver of any rights under this Agreement or of any cause of action arising out of the performance of this Agreement, and CONSULTANT shall be and remain liable to CITY in accordance with applicable law for all damages to CITY caused by CONSULTANT’S negligent performance of any of the services furnished under this Agreement.

C. RIGHT OF CITY TO INSPECT RECORDS OF CONSULTANT
CITY, through its authorized employees, representatives or agents, shall have the right, at any and all reasonable times, to audit the books and records (including, but not limited to, invoices, vouchers, canceled checks, time cards, etc.) of CONSULTANT for the purpose of verifying any and all charges made by CONSULTANT in connection with this Agreement. CONSULTANT shall maintain for a minimum period of three (3) years (from the date of final payment to CONSULTANT), or for any longer period required by law, sufficient books and records in accordance with standard California accounting practices to establish the correctness of all charges submitted to CITY by CONSULTANT, all of which shall be made available to CITY at the CITY’s offices within five (5) business days after CITY’s request.

-3- 4835-2267-0361v1
LAC\04706083
D. CONFIDENTIALITY OF MATERIAL
All ideas, memoranda, specifications, plans, manufacturing procedures, data (including, but not limited to, computer data and source code), drawings, descriptions, documents, discussions or other information developed or received by or for CONSULTANT and all other written and oral information developed or received by or for CONSULTANT and all other written and oral information submitted to CONSULTANT in connection with the performance of this Agreement shall be held confidential by CONSULTANT and shall not, without the prior written consent of CITY, be used for any purposes other than the performance of the Services, nor be disclosed to an entity not connected with the performance of the such Services. Nothing furnished to CONSULTANT which is otherwise known to CONSULTANT or is or becomes generally known to the related industry (other than that which becomes generally known as the result of CONSULTANT’S disclosure thereof) shall be deemed confidential. CONSULTANT shall not use CITY’S name or insignia, or distribute publicity pertaining to the services rendered under this Agreement in any magazine, trade paper, newspaper or other medium without the express written consent of CITY.

E. NO PLEDGING OF CITY’S CREDIT.

Under no circumstances shall CONSULTANT have the authority or power to pledge the credit of CITY or incur any obligation in the name of CITY.

F. OWNERSHIP OF MATERIAL.

All material including, but not limited to, computer information, data and source code, sketches, tracings, drawings, plans, diagrams, quantities, estimates, specifications, proposals, tests, maps, calculations, photographs, reports and other material developed, collected, prepared (or caused to be prepared) under this Agreement shall be the property of CITY, but CONSULTANT may retain and use copies thereof subject to Section V.D of this Exhibit “A”.

CITY shall not be limited in any way in its use of said material at any time for any work, whether or not associated with the City project for which the Services are performed. However, CONSULTANT shall not be responsible for, and City shall indemnify CONSULTANT from, damages resulting from the use of said material for work other than PROJECT, including, but not limited to, the release of this material to third parties for work other than on PROJECT.

G. NO THIRD PARTY BENEFICIARY.

This Agreement shall not be construed or deemed to be an agreement for the benefit of any third party or parties, and no third party or parties shall have any claim or right of action hereunder for any cause whatsoever.

-4- 4835-2267-0361v1
LAC\04706083
H. NOTICES.

Notices are to be sent as follows:

CITY: City Engineer
City of Gilroy
7351 Rosanna Street
Gilroy, CA 95020
CONSULTANT: Frederik J. Venter, PE
Kimley-Horn and Associates, Inc.
10 South Almaden Boulevard, Suite 1250
San Jose, CA 95113
I. FEDERAL FUNDING REQUIREMENTS.

If the box to the left of this sentence is checked, this Agreement involves federal funding and the requirements of this Section V.I. apply.

If the box to the left of this sentence is checked, this Agreement does not involve federal funding and the requirements of this Section V.I. do not apply.

1. DBE Program
CONSULTANT shall comply with the requirements of Title 49, Part 26, Code of Federal Regulations (49 CFR 26) and the City-adopted Disadvantaged Business Enterprise programs.

2. Cost Principles
Federal Acquisition Regulations in Title 48, CFR 31, shall be used to determine the allowable cost for individual items.

3. Covenant against Contingent Fees
The CONSULTANT warrants that he/she has not employed or retained any company or person, other than a bona fide employee working for the CONSULTANT, to solicit or secure this Agreement, and that he/she has not paid or agreed to pay any company or person, other than a bona fide employee, any fee, commission, percentage, brokerage fee, gift or any other consideration, contingent upon or resulting from the award or formation of this Agreement. For breach or violation of this warranty, the Local Agency shall have the right to annul this Agreement without liability or, at its discretion, to deduct from the agreement price or consideration, or otherwise recover, the full amount of such fee, commission, percentage, brokerage fee, gift or contingent fee.

-1- 4835-2267-0361v1
LAC\04706083
EXHIBIT “B”

SCOPE OF SERVICES
See attached "Scope of Services" in Exhibit B-1.

1 City of Gilroy Comprehensive Roadway Safety Action Plan Scope of Services
Task 1: Detailed Work Plan and Strategy
Task 1.1: Project Management and Work Plan Development
This task includes general project administration, including management of project staff, quality control, and project accounting.

Kimley-Horn will develop a comprehensive work plan that outlines project objectives, scope of work and task deliverables. We will maintain the project schedule which will include meetings, stakeholder and community engagement activities, and project deliverables.

Kimley-Horn will provide support to the City with the management of the SS4A Federal Grant, which is funding this project. Monthly invoices will be submitted to the City with required backup documentation for eligible expenses. Additionally, we will support the City with preparation of required quarterly progress and performance reports.

Task 1.2: Project Kickoff and Coordination Meetings
Kimley-Horn will coordinate a project kickoff meeting with City staff to discuss the goals and objectives of the Safety Action Plan with respect to crash reduction, partnerships, and community engagement. Administrative items will be discussed, including communication protocol, meeting frequency, progress reporting, scheduling and invoicing, and other relevant project information such as key milestones throughout the project and what defines success for this project. A summary of the meeting notes with key action items will be developed and distributed by Kimley-Horn.

This task includes up to twelve (12) virtual project coordination meetings.

Task 1 Deliverables:
 Project kickoff meeting agenda and meeting notes
 Project coordination meeting agendas and meeting notes Task 2: Stakeholder and Community Engagement
Task 2.1: Engagement Strategy
Kimley-Horn will collaborate with the City to develop and implement an engagement strategy that includes early involvement of key stakeholders and broad participation from the community. This strategy will include a detailed roadmap outlining stakeholder Exhibit B-1

2 coordination, outreach methods, and a timeline for engagement activities throughout the project lifecycle.

Task 2.2: Stakeholder Engagement
A stakeholder group will be established to serve as an advisory group for the Safety Action Plan. Kimley-Horn will facilitate the formation of this stakeholder group, which will include representatives from City departments (engineering, planning), public safety and enforcement agencies, fire district, public health professionals, Gilroy Unified School District, community members (including representative from senior community), and select regional partners. The task force will convene for two (2) facilitated virtual meetings, which will be both informative and interactive. These sessions will include presentations of crash data findings and preliminary safety analysis, allowing members to provide feedback and help shape project recommendations.

The stakeholder group will also review the list of potential priority locations and safety projects identified in the proposed network screening analysis. The stakeholder group will also play a key role in reviewing the Draft Comprehensive Roadway Safety Action Plan report.

Task 2.3: Community Engagement
In parallel with stakeholder engagement, Kimley-Horn will lead a public outreach campaign designed to reach a diverse cross-section of Gilroy residents. This campaign will include the development of a dedicated project website link posted on the City’s website and hosted and maintained by Kimley-Horn, an online interactive survey, and two (2) public workshops. The online survey launch dates and timeline will be coordinated with City staff. The public workshops, to be hosted in English and Spanish,will provide opportunities for residents to share feedback on citywide and location-specific safety concerns and desired improvements. Kimley-Horn will also participate in tabling at two (2) local events, such as the Farmers Market, to promote the project and collect input directly from the community.

To enhance accessibility and engagement, Kimley-Horn will incorporate creative outreach methods, including virtual and in-person meetings, live and recorded presentations, and interactive tools. Kimley-Horn also develop and host an online mapbased survey platform that allows users to identify areas of concern by placing pins and submitting location-specific feedback. The survey will be developed in collaboration with City staff and finalized following one round of review.

Kimley-Horn will provide content including promotional collateral (flyers, graphics, social media, survey link) in English and Spanish to the City’s Public Information Officer (PIO) and/or webmasters for posting project information in support of providing updates to the project website. This content will be adapted from materials developed in other tasks

3 and may include resized graphics or excerpts from technical documents. It is assumed that the City will be responsible for all aspects of survey distribution, including posting across various social media platforms and the agency website, if desired.

Kimley-Horn will synthesize and summarize input received as part of community outreach efforts and present findings in the Draft Comprehensive Roadway Safety Action Plan. This process will ensure that community input is meaningfully reflected in the final recommendations and project prioritization.

Task 2.4: City Council Meetings
Kimley-Horn will attend up to two (2) City Council meetings to present the Draft and Final Safety Action Plan.

Task 2 Deliverables:
 Engagement strategy
 Outreach materials
 Online survey
 Meeting materials for stakeholders meetings and public workshops Task 3: Background Review, Plan Vision, Goals, and Objectives Kimley-Horn will conduct a literature review of existing and in-progress City plans, projects, policies, programs, and standards to identify opportunities for alignment with Vision Zero principles and SS4A Safety Action Plan requirements. This literature review will focus on identifying safety-related initiatives and evaluating their effectiveness, consistency, and potential for enhancement. Documents to be reviewed include:
 General Plan – Transportation Element
 Local Road Safety Plan
 Bicycle Pedestrian Master Plan
 Specific Plans
 Gilroy Station Access Studies
 Santa Teresa Boulevard Policy
 Leavesley Road Policy
 Neighborhood Traffic Management Program
As part of this review, Kimley-Horn will assist the City in review and identification of gaps, overlaps, and areas for policy refinement. This effort will also include an assessment of existing programs and policies across the “Four Es” of transportation safety—engineering, enforcement, education, and emergency response—to identify opportunities for updates that reflect current best practices and support safer roadway conditions.

4 Building on insights from the safety analysis and community engagement, Kimley-Horn will develop a set of recommended policy and process changes to be considered for inclusion in the Safety Action Plan. These recommendations will address infrastructure design, traffic enforcement strategies, public education and outreach, emergency response coordination, and procedural improvements. All recommendations will be grounded in the Safe Systems Approach, consistent with the U.S. Department of Transportation’s National Roadway Safety Strategy. Furthermore, the recommendations will be accompanied by performance metrics to measure progress and effectiveness, as well as identification of responsible lead departments or staff. These implementable actions will serve as a practical roadmap toward achieving Vision Zero, ensuring accountability and transparency throughout the process.

Kimley-Horn will also support the City and stakeholder group in drafting a formal Vision Zero policy, including a target date for achieving zero traffic deaths and serious injuries, aligned with California’s Strategic Highway Safety Plan (SHSP) goal of 2050.

Findings from this task will be summarized in a benchmarking technical memorandum, which will document the literature review, identify policy gaps, and present recommended updates to align with Vision Zero and national safety best practices. This memorandum will serve as a foundational element of the Safety Action Plan and guide future policy development and implementation.

Task 3 Deliverable:
 Vision Zero Policy
 Benchmarking Technical Memorandum
Task 4: Collision and Roadway Analysis
Task 4.1: Crash Data Analysis
Kimley-Horn will conduct a citywide assessment of the most recent 5-year crash data to identify high frequency crash locations, high risk locations (with elevated critical crash rate (CCR), impaired driving crashes, school-related crashes), and locations with unusual crash patterns (such as high severity, behavioral outliers, and roadway geometry that may be contributing to crashes).

This analysis will be grounded in a Safe Systems Approach and will incorporate statistical network screening methods consistent with the Highway Safety Manual (HSM). These methods are designed to identify locations with crash rates that exceed statistically expected norms, allowing for a focused review of roadway and intersection characteristics that may contribute to elevated risk. The first phase of the screening process will involve developing critical crash rates for roadway segments and intersections throughout the city. Average crash rates will be calculated based on roadway functional classification and intersection control type. These will be compared against thresholds derived from daily traffic volumes to estimate the relative risk at each location. This approach builds upon the concept of High Injury Networks and allows for

5 the identification of both high-volume corridors and lower-classification roadways that may present systemic safety concerns.

The second phase focuses on crash type overrepresentation. Kimley-Horn will analyze the distribution of crash types across the city’s roadway network and compare them to expected patterns based on functional classification and control type. This analysis will highlight locations with disproportionately high occurrences of specific crash types, including:
 Fatal crashes
 Fatal + serious injury crashes
 Broadside crashes
 Single vehicle crashes (run off road, fixed object, other)  Head-on crashes
 Rear-end crashes
 Sideswipe crashes
 Bicycle crashes
 Pedestrian crashes
 Wet/slippery road crashes
 Nighttime crashes
 Crashes involving alcohol/drugs
 Crashes involving driver inattention
 Crashes involving speeding/aggressive driving
Based on this analysis, Kimley-Horn will compile a comprehensive inventory of roadway segments and intersections with three or more crashes, ranked by total crash frequency in accordance with Local Roadway Safety Manual guidance. This inventory will inform the identification of priority locations for further evaluation and potential project development. These locations will be referenced in the Emphasis Areas section of the Plan and will serve as candidates for future Highway Safety Improvement Program (HSIP) or Safe Streets and Roads for All (SS4A) grant applications. The analysis will also support the identification of systemic risk factors and the development of appropriate countermeasures.

To communicate key findings, Kimley-Horn will prepare a series of visual exhibits illustrating citywide crash locations, primary collision factors, high-injury intersections and segments, crash severity, time of-day trends, and involvement of bicyclists and pedestrians.

Kimley-Horn will develop and submit a list of the top 25 intersections (signalized and unsignalized) and segments and resulting crash data. List will include calculated critical crash rates and equivalent property damage only, in addition to the summary of the above listed crash data. This list will be used to not only identify priority locations that has experienced ahigh number of crashes, but also to identify other locations with similar risk factors. This list of priority locations will consider locations in which safety improvements were already constructed or have planned/programmed projects.

6 Task 4.2: High Injury Network
Kimley-Horn will develop a HIN for Gilroy, identifying roadway segments and intersections with the highest concentrations of fatal and serious injury crashes across all travel modes—pedestrians, bicyclists, and motorists. This analysis will build on the crash data compiled in Task 4.1 and will focus on isolating a subset of the roadway network where a majority of severe crashes occur (e.g., more than 50%). The resulting HIN will help the City prioritize geographic areas for targeted safety interventions and systemic improvements. The network will be mapped using GIS and integrated into the Safety Action Plan to support data-driven decision-making and future funding applications.

Task 4.3: Field Review
Kimley-Horn will identify up to five (5) priority locations within the HIN for further evaluation and development of project sheets. These locations will be selected based on crash frequency, severity, unusual patterns, and site-specific conditions that suggest potential for effective mitigation. The evaluation will include identification of multimodal conflict points between vehicles, pedestrians, and bicyclists along roadway segments and intersections within the corridor limits.

To support this effort, Kimley-Horn will conduct two days (half day on weekday and weekend) of field review meetings or walk audits at the selected locations, in coordination with City staff and members of the stakeholder group.

Task 4 Deliverables:
 Crash data analysis summary results
 Crash summary exhibits and maps
Task 5: Emphasis Areas and Countermeasures
Kimley-Horn will analyze the crash data to identify specific focus/challenge areas to guide crash reduction countermeasure strategies. The focus/challenge areas will be compared to the California SHSP, prepared by Kimley-Horn. Our approach is to review all crash severity levels. This provides a richer dataset to review and allows the team to determine factors where crash severity levels are high relative to overall crash numbers.

Based on input received during stakeholder and community engagement (Task 2) and the
focus/challenge areas identified, Kimley-Horn will identify countermeasures starting with those in the Caltrans Local Roadway Safety Manual, FHWA’s Proven Safety Countermeasures, Countermeasures that Work published by the U.S. Department of Transportation, and NCHRP Report 500: Guidance for Implementation of the AASHTO Strategic Highway Safety Plan, which have proven strategies to address safety issues seen on City roadways. Measures that support safe and efficient active transportation use will also be strongly considered.

7 Kimley-Horn will develop a customized safety countermeasure toolbox comprised of engineering countermeasures that can be implemented at intersections and roadway segments. The toolbox will include the recommended countermeasures along with corresponding crash modification factor (CMF), crash reduction factor (CRF), funding eligibility, and implementation costs. Kimley-Horn will also determine systemic improvements that can be implemented city-wide to address focus areas.

Task 5 Deliverable:
 Countermeasure toolbox
Task 6: Project Identification, Evaluation, and Prioritization Task 6.1: Implementation and Prioritization Strategy
Kimley-Horn will develop an implementation strategy to guide the City of Gilroy in developing implementation timelines for priority projects identified. This strategy will include a phased timeline—organized into near-term, mid-term, and long-term actions— to help the City align its efforts with its Vision Zero target date.

Kimley-Horn will identify opportunities for funding and implementation of the recommended priority projects through existing City maintenance programs and external grant sources. Potential funding mechanisms may include, but are not limited to, SB1, Caltrans Active Transportation Program (ATP), Highway Safety Improvement Program (HSIP), Safe Streets and Roads for All (SS4A), Office of Traffic Safety (OTS), and other applicable state and federal programs. The strategy will also include recommendations for updates to City design standards to better reflect current safety best practices
and support long-term implementation of Vision Zero principles.

All recommended projects, including non-engineering strategies (i.e. policy and process changes), will be summarized in a comprehensive implementation matrix, which will be incorporated into the Safety Action Plan. This matrix will provide a clear and actionable framework for tracking progress, securing funding, and coordinating across departments and agencies.

Task 6.2: Priority Project Development
Kimley-Horn will identify recommended site-specific improvements and safety countermeasures at up to 25 priority locations identified in Task 5. In addition to developing a list of priority project locations and safety countermeasures, we will develop concept exhibits utilizing high resolution aerial imagery (i.e. NearMaps) to present recommended safety countermeasures.

Additionally, Kimley-Horn will prepare planning-level cost estimates for implementation of proposed safety improvements along the priority locations.

Task 6 Deliverables:
 Actions and strategies matrix

8  Priority project improvements exhibits
 Planning level cost estimates
Task 7: Draft and Final Safety Action Plans
Task 7.1: Draft Safety Action Plan
Kimley-Horn will prepare a draft Comprehensive Roadway Safety Action Plan to document the findings of the previous tasks. The draft Plan will satisfy the SS4A criteria for a comprehensive safety action plan for implementation funding eligibility. It will summarize the identified needs, safety goals, emphasis areas, and a prioritized list of improvements and activities. It will also identify responsibilities and resources to carry out the plan. The plan will also document the stakeholders and their involvement in the plan’s development, as well as a summary of public engagement and outreach activities. It will also contain a strategy for implementing the opportunities identified and a process for monitoring safety outcomes, to determine which strategies are most effective. Finally, the plan will include steps on how it can be evaluated for effectiveness and process for updating it in the future.

Kimley-Horn will provide a summary of the data collection effort in the format of an existing conditions assessment to be included as an appendix to the report, along with supporting electronic or GISbased maps.

The draft report will be submitted to the City for review and comments, and we will assist in circulating the draft plan to members of the project stakeholder group for review. Kimley-Horn will also facilitate a meeting with City staff to review the draft Safety Action Plan. Kimley-Horn will track and collect a consolidated, non-conflicting set of comments from City staff to review and update the report.

Task 7.2: Final Safety Action Plan
Kimley-Horn will respond to one set of consolidated, non-conflicting comments received on the Draft Plan into the Final Safety Action Plan. This document will guide the City’s effort to improve transportation safety and reduce the number of incidents and the severity of those incidents on our transportation systems.

The Final Comprehensive Roadway Safety Action Plan will be designed as a living document, with clearly defined methodologies for future updates as new crash data becomes available, projects are completed, and priorities evolve. If requested by the City, Kimley-Horn will support City staff in presenting the Final Plan to the City Council for formal adoption.

Task 7 Deliverables:
 Draft Comprehensive Roadway Safety Action Plan
 Final Comprehensive Roadway Safety Action Plan

-1- 4835-2267-0361v1
LAC\04706083
EXHIBIT “C”

MILESTONE SCHEDULE
The Consultant will begin work immediately. The Consultant will manage the project so that the schedule established is maitained to the degree it is under their control.

See attached "Project Schedule" in Exhibit C-1.

15 F. PROJECT SCHEDULE
Exhibit C-1

4835-2267-0361v1
LAC\04706083
EXHIBIT “D”

PAYMENT SCHEDULE
The cost for services rendered under this agreement will not exceed $237,117.25. Billing will be conducted monthly.

The following are budgedted costs for each task as outlined in Exhibit "B" Scope of Services:

Task 1 - Detailed Work Plan and Strategy - $30,400.83
Task 2 - Stakeholder and Community Engagement - $50,254.74 Task 3 - Background Review, Plan Vision, Goals, and Objectives - $8,134.34 Task 4 - Collision and Roadway Analysis - $44,583.71
Task 5 - Emphasis Areas and Countermeasures - $24,907.34 Task 6 - Project Identification, Evaluation, and Prioritization - $25,089.68 Task 7 - Draft and Final Safety Action Plans - $43,650.86 Other Direct Costs - $10,095.75
Total not to exceed: $237,117.25

197.39% Overhead% Name
Mike
Colety
Frederik
Venter
196.29% Overhead% w/o FCCM Category/Title Principal-in- Charge Project Manager 10% Fee% Direct Rate $133.12 $144.38 $116.84 $97.20 $77.98 $63.01 $53.59 $48.29 Billing Rate $435.33 $472.15 $382.09 $317.86 $255.01 $206.05 $175.25 $157.92 Task 1 2 16 20 20 32 15 105 $ 30,400.83

1.1 2 8 8 8 22 15 63 $ 16,471.72

1.2 8 12 12 10 42 $ 13,929.11
Task 2 15 24 24 54 87 204 $ 50,254.74

2.1 1 4 6 8 19 $ 4,638.83 2.2 4 8 8 10 14 44 $ 12,002.25 2.3 6 12 12 38 65 133 $ 30,453.61 2.4 44 8 $ 3,160.05 Task 3 1 2 2 7 10 14 36 $ 8,134.34

3.1 2 2 4 6 14 $ 3,021.46

3.2 1 2 5 6 8 22 $ 5,112.88
Task 4 2 11 14 22 59 80 188 $ 44,583.71

4.1 1 2 8 6 32 60 109 $ 23,452.23 4.2 1 1 6 6 13 20 47 $ 11,290.89 4.3 8 10 14 32 $ 9,840.59 Task 5 3 12 22 34 28 99 $ 24,907.34

5.1 1 2 4 8 15 $ 4,156.22 5.2 1 4 6 10 21 $ 4,732.42 5.3 1 10 14 20 18 63 $ 16,018.70 Task 6 8 2 10 18 28 40 106 $ 25,089.68

6.1 2 2 4 10 8 26 $ 7,178.46 6.2 6 6 8 20 40 80 $ 17,911.22 Task 7 2 6 12 20 20 50 65 14 189 $ 43,650.86

7.1 1 4 6 12 20 40 45 8 136 $ 30,922.75 7.2 1 2 6 8 10 20 6 53 $ 12,728.10 7 59 86 120 45 235 346 29 927
$3,047.29 $27,856.85 $32,859.65 $38,143.50 $11,475.42 $48,422.85 $60,636.32 $4,579.61 $ 227,021.50 $ 10,095.75 $ 7,945.75 $ 550.00
Online Survey License (Public Coordinate) $ 800.00
$ 600.00 $ 200.00
TOTAL COST: $ 237,117.25

CITY OF GILROY
Safety Action Plan
Kimley-Horn and Associates, Inc.

Project
Support
TOTAL
HOURS
TOTAL
COST
Professional II Professional I Analyst
Detailed Work Plan and StrategyProject Management and Work Plan DevelopmentProject Kickoff and Coordination Meetings Sr.

Professional II
Sr.

Professional I
Stakeholder and Community EngagementEngagement StrategyStakeholder EngagementCommunity EngagementCity Council MeetingsBackground Review, Plan Vision, Goals, and ObjectivesLiterature ReviewSafety Policy RecommendationsCollision and Roadway AnalysisCrash Data AnalysisHigh Injury NetworkField ReviewEmphasis Areas and CountermeasuresIdentify Focus/Challenge Areas Countermeasure ToolboxIdentify Priority ProjectsProject Identification, Evaluation, and PrioritizationImplementation and Prioritization StrategyPriority Project DevelopmentDraft and Final Safety Action PlansDraft Safety Action Plan Final Safety Action Plan Outside PrintingFed Ex/Overnight Delivery/Courier

TOTAL HOURS
Subtotal Labor:

Other Direct CostsEscalationMileage/Travel

A-1
ATTACHMENT A – CONTRACT REQUIREMENTS

ACKNOWLEDGEMENT
I, __________________________________, declare as follows:

That I am the _________________________, of ________________________________, (Title) (Company)
the Consultant making the attached proposal; and that I have read the sample Agreement for Services (Attachment B), including the insurance & indemnification requirements contained therein, and hereby state that I understand and am willing to abide by, and can meet the requirements of the contract, including insurance and indemnification requirements, without modification thereto, should my firm be selected for a project or projects based on my qualifications and proposal, assuming a mutually agreeable scope, fee, and schedule can be established.

I understand that the attached sample agreement is the current version used by the City of Gilroy.

The standard agreement for Professional Services is currently being updated, and a new version may be used by the time the agreement resulting from this RFP is executed.

Signed this _______ day of __________________, 2026
By _______________________________
Title: _____________________________
*Above acknowledgement made with the following exceptions that are based on terms negotiated with the City as part of a recent agreement.

Senior Vice President Kimley-Horn and Associates, Inc.

Frederik J. Venter, PE
23 January
Frederik J. Venter, PE, Senior Vice President

xviii
Kimley-Horn has reviewed the sample Agreement for Services and would like to discuss the following modifications, consistent with language on previously executed agreements with the City.

ARTICLE 5. OBLIGATIONS OF CONSULTANT
C. Indemnification of Liability, Duty to Defend

1. As to professional liability, to the fullest extent permitted by law, CONSULTANT shall defend, through counsel approved by CITY (which approval shall not be unreasonably withheld), indemnify and hold harmless CITY, its officers, representatives, agents and employees against any and all suits, damages, costs, fees, claims, demands, causes of action, losses, liabilities and expenses, including without limitation attorneys’ fees, to the extent arising or resulting directly or indirectly from any willful misconduct or negligent acts, errors or omissions of CONSULTANT or CONSULTANT’S assistants, employees or agents, including all claims relating to the injury or death of any person or damage to any property.

ARTICLE 8. GENERAL PROVISIONS
K. Time of the Essence
All dates and times referred to in this Agreement are of the essence. CONSULTANT shall not have liability for any delays, expenses, losses, damages or be deemed in breach for liabilities which are caused by any factor outside of its reasonable control, including but not limited to natural disasters, epidemics, pandemics, quarantine restrictions, adverse weather, or acts of the City, third parties, or governmental agencies.

RESOLUTION NO. 2026-XX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF GILROY AMENDING THE BUDGET FOR FISCAL YEAR 2025-26 TO APPROPRIATE SAFE STREETS AND ROADS FOR ALL (SS4A) GRANT FUNDS AND REQUIRED LOCAL MATCH FOR

THE COMPREHENSIVE ROADWAY SAFETY ACTION PLAN PROJECT
WHEREAS, the City Council adopted the Fiscal Year 2025-26 Budget for the City of Gilroy; and
WHEREAS, the Federal Highway Administration administers the Safe Streets and Roads for All (SS4A) Program to support local agencies in improving roadway safety and reducing trafficrelated fatalities and serious injuries; and WHEREAS, the City of Gilroy was awarded Fiscal Year 2024 SS4A Grant funding for the development of a Comprehensive Roadway Safety Action Plan; and WHEREAS, the grant provides reimbursement funding for eligible project costs in an amount not to exceed $189,693.80 and requires a local match contribution of $47,423.45 from the Gas Tax Fund (205); and
WHEREAS, the total project cost is $237,117.25, and the project was not included in the adopted Fiscal Year 2025-26 Budget; and
WHEREAS, appropriating the grant funds and local match will allow the City to proceed with Project No. 801180, Comprehensive Roadway Safety Action Plan; and NOW, THEREFORE, IT IS HEREBY RESOLVED, ORDERED AND FOUND by the City Council of the City of Gilroy, as follows:

1. The foregoing recitals are true and correct.

2. The Fiscal Year 2025-26 Budget is hereby amended to appropriate $189,693.80 in SS4A Grant Funds and $47,423.45 from Gas Tax Fund balance (205), for a total project budget of $237,117.25 for Project No. 801180, Comprehensive Roadway Safety Action Plan.

3. The Fiscal Year 2025-26 Capital Improvement Program is hereby amended to include Project No. 801180, Comprehensive Roadway Safety Action Plan.

PASSED AND ADOPTED this 15th day of JUNE 2026, by the following roll call vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

Resolution No. 2026-XX
SS4A Grant Budget Appropriation
City Council Regular Meeting | JUNE 58, 2026

APPROVED:
___________________
Greg Bozzo, Mayor
ATTEST:
_______________________
Kim Mancera, City Clerk

CERTIFICATE OF THE CLERK
I, KIM MANCERA, City Clerk of the City of Gilroy, do hereby certify that the attached Resolution No. 2026-XX is an original resolution, or true and correct copy of a City Resolution, duly adopted by the Council of the City of Gilroy at a Regular Meeting of said Council held on Monday, Date, with a quorum present.

IN WITNESS WHEREOF, I have hereunto set my hand and affixed the Official Seal of the City of Gilroy this Tuesday, XXXXX
____________________________________
Kim Mancera
City Clerk of the City of Gilroy

7.2. City of Gilroy

STAFF REPORT
Agenda Item Title: Adopt a Resolution Approving the Plans and Specifications for the Las Animas Park Pickleball Courts Project,
Appropriating $499,190 to the Project, and Awarding a
Construction Contract to Monterey Peninsula Engineering for an Amount Not to Exceed $1,226,401 with a Total Project Construction Cost Including Contingency of $1,288,000
Meeting Date: June 15, 2026
From: Matt Morley, City Administrator
Department: Public Works
Submitted by: John Doughty, Public Works Director
Prepared by: Julie Oates, Engineer
STRATEGIC PLAN GOALS: Maintain and Improve City Infrastructure

RECOMMENDATION
Adopt a resolution approving the plans and specifications for the Las Animas Park Pickleball Courts Project No. 26-PW-305, appropriating $155,000 from the Facilities Fund (615) and $344,190 from the Recreation Fund (290) to the project budget, awarding a construction contract to Monterey Peninsula Engineering for an amount not to exceed $1,226,401, establishing a 5% contingency for a total construction contract amount not to exceed $1,288,000, authorizing the City Administrator to execute the construction contract, and authorizing staff to approve any amendments, extensions, and change orders until completion of the project in accordance with the plans and specifications up to the project construction amount.

EXECUTIVE SUMMARY
In spring of 2025, the City Council committed to the construction of the City's first ever stand-alone pickleball courts. On the recommendation of the Parks and Recreation Commission, the City Council concurred with locating the courts at Las Animas Veterans Park (400 Mantelli Drive). At the direction of the City Council, staff initiated preparation of plans and specifications and formal bid for a six (6) court project located

7.2. just west of the Las Animas Dog Park.

The project was released for bids on April 10, 2026. Bids were received from six contractors on May 14, 2026. All bids exceeded the concept level cost estimates as well as 100-percent level cost estimates. Staff is requesting appropriation of $155,000 from the Facilities Fund (615) and $344,190 from the Recreation Fund (290) to the Project budget to permit the award of a construction contract to Monterey Peninsula Engineering, the lowest responsive and responsible bidder with a total base bid of $1,226,401.

BACKGROUND
The Las Animas Park Pickleball Courts Project is located at Las Animas Veterans Park at 400 Mantelli Drive. Over the last several years, the community has conveyed its interest in seeing the City construct public pickleball courts to meet the growing demand within Gilroy. The Parks and Recreation Commission included the development of pickleball courts in their FY26 and FY27 work program which was presented to the City Council in conjunction with the budget. Pickleball was identified by the Commission as a priority park improvement with a recommended location at Las Animas Veterans Park.

On June 2, 2025, the City Council adopted the Biennial budget with the inclusion of $862,500 in the FY26 Capital Budget for design and construction of pickleball courts at Las Animas Veterans Park. On June 17, 2025, the Parks and Recreation Commission, by consensus, recommended placement of the pickleball courts between the Community Room Building and the dog park at Las Animas Park.

On September 16, 2025, staff presented an update to the Parks and Recreation Commission. Planning Commissioners were in favor of constructing the project at Las Animas Veterans Park and expressed a desire to build six pickleball courts. Following the meeting, staff started in-house design of the pickleball courts at the park.

On October 6, 2025 staff sought direction from the City Council on the Las Animas Pickleball Courts Project. At the direction of the City Council, the design included six asphalt pickleball courts, concrete and asphalt pathways, accessible parking space paving, striping and signage, fencing and gates, storm drainage system, stormwater treatment facility, landscaping and irrigation, lighting, and site furnishings. The bid included bid alternates for this project. The bid alternates are: conventionally reinforced concrete slab; chain link fence 6’ high; covered cabana bench (3 EA); wind screen 8’ high; and, wind screen 6’ high. The covered cabana benches and windscreens were identified as items that could be purchased and installed separately following community fundraising.

As part of the project design, fence post and footing sizes were increased to accommodate future windscreens being installed. Although this is a slightly larger cost now, future costs to remove existing footings and fencing to install footings and a fence

7.2. that can accommodate windscreens would be significantly more money. The pickleball community is encouraged to initiate raising of funds for items that are not included as part of this project.

Design was completed, and the project was released for bids on April 10, 2026. The plans and specifications, as edited by bid addendums, are attached. Bids were received from six contractors on May 14, 2026, as follows:

See Attachment 1 for a table of the contractors’ bids with bid alternates. All bids exceeded early project cost estimates.

The lowest bid determination as specified in the project specifications shall be based upon the base bid. Based upon an evaluation of bid documents received, MPE was found to be the lowest responsive and responsible bidder with a total base bid of $1,226,401.00. MPE has satisfactorily completed similar construction projects as the Las Animas Park Pickleball Courts Project in the Central Coast and South Bay regions.

Contractor Name Base Bid
Monterey Peninsula Engineering $1,226,401.00
Radius Earthwork $1,251,388.66
Guerra Construction $1,327,360.00
Silicon Valley Paving $1,330,329.60
Galeb Paving $1,377,600.00
Ram-Con Corporation $1,612,464.17

ANALYSIS
The proposed construction contract with MPE is for a not to exceed amount of $1,226,401. In addition, a construction contract contingency of 5%, or $61,599, is required for expenses from unforeseen issues that may arise during construction. Other expenses that have already been approved for the Las Animas Park Pickleball Courts Project are approximately $61,690, including surveying, geotechnical, electrical and lighting design, landscaping and irrigation design, and civil constructability review.

The total budget remaining for FY26 is approximately $800,810. Engineering needs $12,000 for design services and materials testing during construction. With the aforementioned costs and construction costs, the total costs for the project this fiscal year amount to $1,361,690.

7.2. ALTERNATIVES
An alternative to awarding the contract to MPE in the amount of the base bid is to award it in the amount of the base bid plus some or all the bid alternates. This would require appropriating additional funds beyond the staff recommendation. Staff does not recommend this alternative. Some of the bid alternates (windscreens and cabana benches) are not essential to the functionality of the pickleball courts and could be installed at a later date through community fund raising.

Another alternative is to reject all bids and re-advertise the project. Staff does not recommend this option, as it would delay project delivery and is not expected to result in lower bid prices. Overall bids were reasonably close and reflect realistic public bid cost of construction.

FISCAL IMPACT/FUNDING SOURCE
There are not sufficient funds available in the project account to fund the construction contract with MPE, construction contingency, and design services and materials testing during construction. The additional amount needed to fully fund the project is $499,190.

Staff recommends an appropriation of $155,000 from the Facilities Fund (615) and $344,190 from the Recreation Fund (290) to fund the project accessibility improvements and remaining project costs.

Original Pickleball Project Budget $862,500
Design and Related Support Services ($61,690)
MPE Construction Bid ($1,226,401)
Construction Contingency ($61,599)
Design Services During Construction ($12,000)
Budget Shortfall ($499,190)
Facilties Fund (615) Appropriation Request $155,000
Recreation Fund (290) Appropriation Request $344,190
Budget Shortfall — Appropriation Request Total $499,190

PUBLIC OUTREACH
On June 17, 2025, the Parks and Recreation Commission, by consensus, recommended placement of the pickleball courts between the Community Room Building and the dog park at Las Animas Veterans Park.

On September 16, 2025, staff presented an update to the Parks and Recreation

7.2. Commission. The Commissioners were in favor of constructing six pickleball courts.

On October 6, 2025, the City Council provided direction on design elements and confirmed the location for the project.

NEXT STEPS
Upon City Council approval, the contract will be executed, and staff will work with the contractor to begin construction and engage with consultants for design support and materials testing during construction.

Attachments:

1. Bids and Bid Alternates

2. Resolution Las Animas Pickleball

3. Conformed Las Animas Park Pickleball Plans

4. Conformed Las Animas Park Pickleball Specifications

Monterey Peninsula
Engineering
Radius
Earthwork
Guerra
Construction
Silicon Valley
Paving
Galeb
Paving
Ram-Con
Corporation
Base Bid $ 1,226,401.00 $ 1,251,388.66 $ 1,327,360.00 $ 1,330,329.60 $ 1,377,600.00 $ 1,612,464.17 Bid Alt 1. Conventionally Reinforced Concrete Slab $ 299,200.00 $ 263,160.00 $ 163,200.00 $ 193,800.00 $ 231,880.00 $ 353,328.00 Bid Alt 2. Chain Link Fence, 6' High $ 83,200.00 $ 81,057.60 $ 72,800.00 $ 80,600.00 $ 79,300.00 $ 67,324.40 Bid Alt 3. Covered Cabana Bench (3 EA) $ 30,000.00 $ 24,187.50 $ 20,400.00 $ 15,000.00 $ 23,430.00 $ 23,616.99 Bid Alt 4. Wind Screen 8' High $ 21,150.00 $ 32,274.90 $ 13,536.00 $ 17,766.00 $ 12,690.00 $ 20,092.50 Bid Alt 5. Wind Screen 6' High $ 15,865.00 $ 22,179.27 $ 10,312.25 $ 15,865.00 $ 9,519.00 $ 18,371.67 Attachment 1
Contractors' Bids with Bid Alternates

RESOLUTION 2026-XX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY

OF GILROY APPROVING THE PLANS AND

SPECIFICATIONS FOR THE LAS ANIMAS PARK

PICKLEBALL COURTS PROJECT AND AWARDING A

CONSTRUCTION CONTRACT TO MONTEREY

PENINSULA ENGINEERING FOR AN AMOUNT NOT TO
EXCEED $1,226,401 AND TOTAL PROJECT
CONSTRUCTION COST INCLUDING A 5%
CONTINGENCY OF $1,288,000.

WHEREAS, the City Administrator prepared and submitted to the City Council a budget for the City of Gilroy for Fiscal Years 2025-2026 and 2026-2027, and the City Council carefully examined, considered, and adopted the same on June 2, 2025; and WHEREAS, City Staff has prepared and submitted to the City Council a proposed amendment to said budget for Fiscal Year 2025-2026 for the City of Gilroy in the staff report dated June 15, 2026; and
WHEREAS, the Las Animas Park Pickleball Courts Project is an approved City Capital Improvement Project identified in the fiscal year 2025-2026 annual budget; and WHEREAS, the design was completed on April 10, 2026; and WHEREAS, the proposed construction of improvements includes construction of six pickleball courts, concrete and asphalt pathways, accessible parking space paving, striping and signage, fencing and gates, storm drainage system, stormwater treatment facility, landscaping and irrigation, lighting, and site furnishings; and
WHEREAS, on April 10, 2026, the project was released for construction bids, and on May 14, 2026, six bids were received from Monterey Peninsula Engineering, Radius Earthwork, Guerra Construction, Silicon Valley Paving, Galeb Paving, and Ram-Con Corporation; and WHEREAS, Monterey Peninsula Engineering was determined to be the lowest responsive and responsible bid in the amount of $1,226,401; and
WHEREAS, an additional amount of $61,559 contingency, approximately 5% of the contract value, should be authorized on an as required basis; and WHEREAS, Monterey Peninsula Engineering has satisfactorily completed similar construction projects in the Central Coast and South Bay Regions; and WHEREAS, there are not sufficient funds appropriated in the project account to fund construction, construction contingency, and design services and materials testing during construction; and
WHEREAS, an additional amount of $499,190 is needed to fully fund the project.

WHEREAS, sufficient funds are available within Fund 290 – Recreation and Fund 615 – Facilities to provide the necessary additional appropriations for the project.

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Gilroy approves the conformed plans and specifications for the Las Animas Park Pickleball Courts project; and
BE IT FURTHER RESOLVED that the City Council of the City of Gilroy authorizes the City Administrator to execute a construction contract with Monterey Peninsula Engineering for an amount not to exceed $1,226,401; and
BE IT FURTHER RESOLVED that the City Council of the City of Gilroy authorizes staff to execute up to an additional 5% contingency for written amendments, extensions, and change orders to the construction contract such that the full construction value may not exceed $1,288,000; and
BE IT FURTHER RESOLVED that the Fiscal Year 2025-2026 Budget is hereby amended to increase appropriations for the Las Animas Park Pickleball Courts project account by a total amount of $499,190. The budget amendment shall consist of appropriating $344,190 from Fund 290 – Recreation fund balance and transferring and appropriating $155,000 from Fund 615 – Facilities for the Las Animas Park Pickleball Courts project.

PASSED AND ADOPTED by the City Council of the City of Gilroy at a regular meeting duly held on the 15th day of June 2026 by the following roll call vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

APPROVED:

Greg Bozzo, Mayor
ATTEST:
_______________________
Kim Mancera, City Clerk

UVAS PARK DR

LEAVESLEY RD

WREN AVE
W. SIXTH ST

THIRD ST
E. TENTH ST

MONTEREY ST
FIRST ST HWY 101

MANTELLI DR
CHURCH ST LAS ANIMAS PARK PICKLEBALL COURTS PROJECT GENERAL NOTE PROTECT ALL EXISTING UTILITIES IN PLACE. ACCEPTANCE OF PLANS THE CITY OF GILROY HEREBY ACCEPTS THESE PLANS FOR CONSTRUCTION, AS BEING IN GENERAL COMPLIANCE WITH PLANS PREPARATION REQUIREMENTS OF THIS GOVERNMENT. RESPONSIBILITY FOR THE COMPLETENESS AND ACCURACY OF THE PLANS AND RELATED DESIGN RESIDES WITH THE ENGINEER. APPROVED FOR BIDDING: NISHA PATEL, PE DATE CITY ENGINEER VICINITY MAP PROJECT SITE PROJECT NO. 26-PW-305 DRAWING INDEX PAGE # SHEET # SHEET NAME 1 TS-1 TITLE SHEET 2-3 GN01-GN02 GENERAL NOTES 4 DM01 DEMOLITION PLAN 5 MA01 MATERIALS PLAN 6 LA01 LAYOUT PLAN 7 GR01 GRADING PLAN 8 SW01 STORMWATER CONTROL PLAN 9 UT01 UTILITIES PLAN 10 EC01 TEMPORARY EROSION CONTROL PLAN 11 SC01 TEMPORARY CONSTRUCTION FENCING, STAGING, SIGNAGE 12-16 DT01-DT05 SITE DETAILS 17 E003 ELECTRICAL DRAWING SPECIFICATIONS 18 E100 ELECTRICAL SITE PLAN 19 E300 ELECTRICAL SINGLE LINE DIAGRAM AND SCHEDULES 20 E600 ELECTRICAL DETAILS 21 E601 EXTERIOR LIGHTING CUTSHEETS 22 IR001 IRRIGATION COVER SHEET 23 IR100 IRRIGATION DEMOLITION PLAN 24 IR200 IRRIGATION PLAN 25 PL300 PLANTING PLAN 26-27 LD400-LD401 IRRIGATION AND PLANTING DETAILS 5/5/2026

“
”
“
”
“
”

“ ” ”

1 D
4 S 13
S
8 D
5 S
6 S 13
S 13
S
4 S
4 S
9 D
9 D 10
D 10
D 10
D
1 D
1 D
1 D
1 D
4 S
4 S
7 P
7 P
7 P
8 9
D
7 P
7 P 11 11 11 12
5 S
5 S
5 S
9 D 11 13
P
5 P SAWCUT 16
S
4 P 16
S 14
S 16
S 16
S
D
212
S 16D
9 SAWCUT SAWCUT 18
3 DSAWCUT
8 8
3 D 15
D TYP
P
7 7
P
D
2 SAWCUT SAWCUT 19
D 19D
9 P
D 1
D 1 S 17 1 D
D 1
D 1 20 21 SAWCUT SAWCUT 20
P
4 2
D
D
2 S DEMOLITION LEGEND D / S / P / A DEMO / SALVAGE / PROTECT / ABANDON CONCRETE AND SUBGRADE ASPHALT AND SUBGRADE GRASS/GRAVEL PICNIC TABLE TRASH CAN FENCE TREE IRRIGATION CONTROL VALVE (SEE IRRIGATION PLANS) CATCH BASIN STORM PIPE LIGHT POLE (SEE ELECTRICAL PLANS)

ELECTRIC BOX (SEE ELECTRICAL PLANS) BARBEQUE PET WASTE STATION FENCE POSTS GRATE CONCRETE RECEPTACLE RAILROAD TIES WHEEL STOP WATER LINE (SEE IRRIGATION PLANS)ELECTRICAL LINE (SEE ELECTRICAL PLANS)

CLEAR AND GRUB, INCLUDING ROOT REMOVAL REMOVE AND OFF-HAUL CONCRETE AND ASPHALT AND SUBGRADE 1 2
3 4
56789101112131415161718192021
0 20 40 SCALE: 1" = 20'

1 2 5 6 7 8 91011 12 13 14 13 15 16 1718 20 21 20 21 19 19 22 NOTE: BASE BID: HOT MIX ASPHALT (TYPE A). SEE DETAIL SHEETS. BID ALTERNATE 1: REINFORCED CONCRETE SLAB. SEE DETAIL SHEETS. 16 1722 22 14 2628 3 2324 1515 10 13 10 1010 12 11 12 12 4 20 27 21 20 28 19 EXISTING BATHROOM 23 2 2 1722 29 29 29 29 23 2 10 30 2 19 4 4 31 25 4 324 0 20 40 SCALE: 1" = 20' MATERIALS LEGEND 5,639.09 sf Bid
Item
No.
23 Bid
Item
No.
22

28'-6"
10'-0"
6'-0"
9'-6" 73'-0"
193'-0" 57'-2"
9'-0"
10'-0" 10'-0" 9'-0"
6'-0"
7'-6"
1 2
3 4
8 11 12 13 14
7 6
9 15 16 10
5 4
5 3
2 6
7 10 15 16 14 17 19 21 20 13
1 18
8 9 11 12 22 23 24 25 26 27 28 29 30 38'-6"
9'-5" 6'-0" 31 17 32 183319 34 20 35
9'-0"
9'-1"
0 20 40 SCALE: 1" = 20' CURVE DATA TABLE CURVE # RADIUS (FT) LENGTH (FT) 1 125.00 51.78 2 2.00 2.71
3 110.00 45.57
4 20.00 14.92
5 1.00 2.21
6 19.50 37.88
7 190.00 47.94
8 50.00 54.639 20.00 29.22 10 5.00 10.41 11 16.00 8.66 12 20.00 36.30 13 101.00 58.34 14 81.00 33.34 15 10.00 10.51 16 10.00 42.22 17 6.00 4.61 18 6.00 6.32 19 10.00 4.68 20 3.00 4.11 SEGMENT DATA TABLE SEGMENT # LENGTH (FT) 1 14.17 2 21.68
3 5.56
4 30.35
5 9.656 19.837 5.308 35.969 34.08 10 20.75 11 9.10 12 18.75 13 11.69 14 28.63 15 19.60 16 19.10 17 14.30 18 4.55 19 7.70 20 1.98 21 19.27 22 3.56 23 3.56 24 10.00 25 9.46 26 3.51 27 2.64 28 19.51 29 19.51 30 6.00 31 18.35 32 4.42 33 21.99 34 11.06 35 4.28

OG 206.7± FG 206.40 FG 206.12 FG 206.18 OG 206.5± OG 206.4± FG 206.24 FG 205.57 FG 205.40 FG 205.53 FG 205.57 FG 205.70 FG 205.70 FG 206.06 FG 206.06 FG 205.40 FG 205.40 FG 205.68 FG 205.74 FG 205.40 FG 205.40 FG 205.70 FG 205.70 OG 206.05± FG 205.99 OG 205.9± FG 205.42 OG 205.30± OG 205.27± EXISTING TRAIL OG 204.1± OG 203.9± FG 205.67 FG 205.53 OG 204.14± OG 203.93± OG 205.32± OG 204.56± OG 204.22± OG 204.16± 1.0% 1.0% 1.0% 1.0% EXISTING TRAIL 4% 0.5% 1.5% 0% 1.4% 5% MAX

4.9%

1.5% OG 207.57± OG 207.15± OG 207.61± FG 207.68 OG 207.50± OG 209.44± OG 209.29± FG 205.70 FG 205.70 FG 205.57 OG 205.27± OG 205.16± OG 205.26± FG 205.20 FG 204.40 FG 205.20 FG 204.40 FG 205.18 SHOULDER/GRADE BREAK (TYP) FG 206.13 FG 206.13 OG 205.8± FG 205.88

0.27% FG 206.85 FG 206.82 4.5% FG 206.85 0% FG 206.85 FG 207.62 FG 206.26 1.6% 1.4% 1.5% 1.4% FG 206.31 FG 205.20 FG 205.45 FG 205.84 FG 205.82 0% FG 206.49 FG 206.62 FG 206.47 OG 205.92± 1.2% FG 206.79 FG 206.39 1.6%

1.0% FG 206.75 0.46% 1.1% 2.9% 3.2% 3.6% 1.7% 1.7% 1.7% TOE OF FILL SLOPE TOE OF FILL SLOPE 6" FROM FENCE LINE 1.14% 1.5% FG 206.05 FG 205.85 FG 205.71 FG 205.65 FG 205.51 FG 205.45 FG 205.30 3.8% 1.5%

1.7%

4.2%
0%
0% 3.3% 2.9% 1.5% FG 205.15 TOP OF FILL SLOPE 1.8% FG 205.31 FG 205.18 FG 205.31 EXISTING GRATE 205.71

0.36% 0.83% 0 20 40 SCALE: 1" = 20'

DMA 01 TOTAL AREA = 16,763 S.F.

NEW IMPERVIOUS AREA = 5,702 S.F.

REPLACED IMPERVIOUS AREA = 2,428 S.F.

PERVIOUS AREA = 8,633 S.F. SCM A BIORETENTION FACILITY 471 S.F. DMA 03 TOTAL AREA = 10,436 S.F.

NEW IMPERVIOUS AREA = 164 S.F.

REPLACED IMPERVIOUS AREA = 380 S.F.

PERVIOUS AREA = 9,892 S.F. DMA 05 TOTAL AREA = 20,581 S.F. NEW IMPERVIOUS AREA = 0 S.F. REPLACED IMPERVIOUS AREA = 1,714 S.F. PERVIOUS AREA = 18,867 S.F. DMA 04 TOTAL AREA = 22,119 S.F. NEW IMPERVIOUS AREA = 0 S.F. REPLACED IMPERVIOUS AREA = 85 S.F. PERVIOUS AREA = 22,034 S.F. SCM B BIORETENTION FACILITY 1,315 S.F. DMA 02 TOTAL AREA = 18,940 S.F. NEW IMPERVIOUS AREA = 10,066 S.F. REPLACED IMPERVIOUS AREA = 1,915 S.F. PERVIOUS AREA = 6,959 S.F. 0 20 40 SCALE: 1" = 20' LEGEND DMA 01 DMA 02 DMA 03 DMA 04 DMA 05 TOTAL DISTURBED AREA

EX 108 LF 12" STM S=0.44% SEE IRRIGATION PLANS SEE ELECTRICAL PLANS CONNECT EXISTING PIPE TO PROPOSED STRUCTURE BIORETENTION FACILITY SEE PLANTING AND IRRIGATION PLANS BIORETENTION FACILITY SEE ELECTRICAL PLANS CO#2 RIM EL=204.65 IE OUT 4"(S)=201.90 3 DT04 6 DT04 OF#1 RIM EL=204.90 IE IN 4"(N)=201.90 IE OUT 12"(SW)=201.27 3 CO#4 DT04 RIM EL=204.65 IE OUT 4"(S)=201.90 3 CO#6 DT04 RIM EL=204.65 IE IN 4"(N)=201.90 IE IN 4" (S)=201.90 IE OUT 4"(W)=201.90 6 OF#2 DT04 RIM EL=204.90 IE IN 4"(E)=201.90 IE OUT 12"(W)=200.87
IE IN 4"(N)=201.90
IE IN 4"(S)=201.90 3 CO#9 DT04 RIM EL=204.65 IE OUT 4"(N)=201.90 4 DT04 CB#1 REMOVE AND REPLACE CB WITH NEW 24"X36" CB AND TRAFFIC RATED ADA GRATE. RIM EL=206.18 IE IN 6"(W)=204.45 IE OUT 12"(E)=201.25 CB#2 REMOVE AND REPLACE CB WITH NEW 24"X36" CB AND TRAFFIC RATED ADA GRATE RIM EL=206.79 4" PERFORATED SCHED 40 PVC 4 DT04 4" PERFORATED SCHED 40 PVC 4" PERFORATED SCHED 40 PVC 13 LF 12" SDR 26 PVC 38LF 12" SDR 26 PVC SLOPE=0.75% SLOPE=2.00% MH#1 RIM EL=205.57 IE IN 12"(NE)=201.18 IE IN 12"(W)=201.18 IE OUT 12"(S)=201.15 5 DT04 EXISTING ELECTRICAL MH#2 RIM EL=205.52 IE IN 12"(N)=200.77 IE OUT 12"(S)=200.74 5 DT04 EXISTING ELECTRICAL 83LF 12" SDR 26 PVC SLOPE=0.46% EXISTING ELECTRICAL EXISTING ELECTRICAL 3 DT04 CO#8 RIM EL=204.65 IE OUT 4"(N)=201.90 CO#1 RIM EL=204.65 IE OUT 4"(SE)=201.90 3 DT04 3 CO#3 DT04 RIM EL=204.65 IE IN 4"(N)=201.90 IE OUT 4"(SW)=201.90 3 DT04 CO#5 RIM EL=204.65 IE IN 4" (N)=201.90 IE OUT 4"(S)=201.90 3 CO#7 DT04 RIM EL=204.65 IE OUT 4"(S)=201.90 4" PERFORATED SCHED 40 PVC MH#3 RIM EL=205.45 IE IN 12"(N)=200.63 IE OUT 12"(E)=200.63 IE OUT 12" (S)=200.60± 5 DT04 4" PERFORATED SCHED 40 PVC 4" PERFORATED SCHED 40 PVC 24LF 12" SDR 26 PVC SLOPE=0.45% CONNECT EXISTING PIPE TO PROPOSED STRUCTURE 12LF 12" SDR 26 PVC SLOPE=2.00%4" PERFORATED SCHED 40 PVC 4" PERFORATED SCHED 40 PVC 0 20 40 SCALE: 1" = 20'

© © © ©© © ©© 0 20 40 SCALE: 1" = 20' TEMPORARY EROSION CONTROL STANDARD PLAN TABLE STANDARD PLAN # STANDARD PLAN LATEST CALTRANS STANDARD PLAN T51 TEMPORARY WATER POLLUTION CONTROL DETAILS (TEMPORARY SILT FENCE) LATEST CALTRANS STANDARD PLAN T53 TEMPORARY WATER POLLUTION CONTROL DETAILS (TEMPORARY COVER) LATEST CALTRANS STANDARD PLAN T56 TEMPORARY WATER POLLUTION CONTROL DETAILS (TEMPORARY FIBER ROLL) LATEST CALTRANS STANDARD PLAN T58 TEMPORARY WATER POLLUTION CONTROL DETAILS (TEMPORARY CONSTRUCTION ENTRANCE) LATEST CALTRANS STANDARD PLAN T59 TEMPORARY WATER POLLUTION CONTROL DETAILS (TEMPORARY CONCRETE WASHOUT FACILITY) LATEST CALTRANS STANDARD PLAN T61 TEMPORARY WATER POLLUTION CONTROL DETAILS (TEMPORARY DRAINAGE INLET PROTECTION) LATEST CALTRANS STANDARD PLAN T62 TEMPORARY WATER POLLUTION CONTROL DETAILS (TEMPORARY DRAINAGE INLET PROTECTION) LATEST CALTRANS STANDARD PLAN T63 TEMPORARY WATER POLLUTION CONTROL DETAILS (TEMPORARY DRAINAGE INLET PROTECTION) LATEST CALTRANS STANDARD PLAN T64 TEMPORARY WATER POLLUTION CONTROL DETAILS (TEMPORARY DRAINAGE INLET PROTECTION) LEGEND TEMPORARY DRAINAGE INLET PROTECTION T61-T64 TEMPORARY CONSTRUCTION ENTRANCE T58 TEMPORARY FIBER ROLL (TYPE 1) T56 TEMPORARY SILT FENCE T51 ©

0 20 40 SCALE: 1" = 20'

DRAWN
DATE 20. MARCH 2026
SCALE LAS ANIMAS VETERANS PARK MANTELLI DR., GILROY, CA 95020 LAS ANIMAS VETERANS PARK PICKLEBALL IMPROVEMENTAS NOTED CL/JV
REVISIONS:

DRAWING TITLE:

PERMIT ISSUE 03/20/26
400 N. McCarthy Blvd, ste 250
Copyright c 2026
[email protected]
fx: (408) 522-5260
ph: (408) 522-5255
Milpitas, CA 95035

ENGINEERING
E003
ADDENDUM 2 05/05/26

ELECTRICAL

DRAWING

SPECIFICATIONS
PART 1: GENERAL

1.01 SCOPE OF WORK
A. FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT AND PROVIDE ALL LABOR, TOOLS, TRANSPORTATION,

SUPERINTENDENCE AND SERVICES REQUIRED AND NECESSARY TO COMPLETE THE WORK SHOWN ON THE CONTRACT DOCUMENTS, DRAWINGS, AND/OR SPECIFIED HEREIN. ALSO INCLUDE ALL OTHER WORK AND

MISCELLANEOUS ITEMS, NOT SPECIFICALLY MENTIONED, BUT REASONABLY INFERRED FOR A COMPLETE INSTALLATION INCLUDING ALL ACCESSORIES AND APPURTENANCES REQUIRED FOR TESTING THE SYSTEM. IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS THAT ALL SYSTEMS BE COMPLETE, AND READY FOR OPERATION.

1.02 REGULATORY REQUIREMENT
A. CODE COMPLIANCE IS MANDATORY. NOTHING IN THESE DRAWINGS AND SPECIFICATIONS PERMITS WORK NOT CONFORMING TO THESE CODES. WHERE WORK IS SHOWN TO EXCEED MINIMUM CODE REQUIREMENTS, COMPLY WITH DRAWINGS AND SPECIFICATIONS. ALL WORK AND MATERIALS SHALL COMPLY WITH THE LATEST RULES, CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO THE FOLLOWING:

1. OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS (OSHA).

2. 2025 CALIFORNIA ELECTRICAL CODE

3. 2025 CALIFORNIA BUILDING CODE

4. 2025 CALIFORNIA MECHANICAL CODE

5. 2025 CALIFORNIA PLUMBING CODE

6. 2025 CALIFORNIA FIRE CODE

7. 2025 CALIFORNIA ENERGY CODE, PART 6

8. LOCAL UTILITY COMPANIES

9. NFPA #101: LIFE SAFETY CODE.

10. STATE FIRE MARSHAL

11. LOCAL UTILITY COMPANIES

12. LANDLORD REQUIREMENTS
ANY OTHER LOCAL CODES, ORDINANCES AND JURISDICTIONS.

1.03 LICENSE, FEES, AND PERMITS

ELECTRICAL CONTRACTOR SHALL PAY FOR ALL LICENSES, PERMITS AND INSPECTION FEES REQUIRED BY THE

AUTHORITY HAVING JURISDICTION AND SHALL ARRANGE FOR ALL REQUIRED INSPECTION OF ELECTRICAL WORK & ELECTRICAL EQUIPMENT (IN DE-ENERGIZED STATE IF REQUIRED BY THE AHJ).

1.04 SAFETY AND INDEMNITY
A. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. NO ACT, SERVICE, DRAWING REVIEW OR

CONSTRUCTION REVIEW BY THE OWNER, THE ENGINEERS OR THEIR CONSULTANTS, IS INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON, OR NEAR THE CONSTRUCTION SITE.

1.05 DRAWINGS AND SPECIFICATIONS
A. ALL DRAWINGS AND ALL DIVISIONS OF THESE SPECIFICATIONS SHALL BE CONSIDERED AS A WHOLE AND WORK OF THIS DIVISION SHOWN ANYWHERE THEREIN SHALL BE FURNISHED UNDER THIS DIVISION. DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF EQUIPMENT AND WIRING. MOST DIRECT ROUTING OF CONDUITS AND WIRING IS NOT ASSURED. EXACT REQUIREMENTS SHALL BE GOVERNED BY CONDITIONS OF THE JOB. CONSULT ALL OTHER DRAWINGS IN PREPARATION OF THE BID. EXTRA LENGTHS OF WIRING OR ADDITION OF PULL OR JUNCTION BOXES, ETC., NECESSITATE BY SUCH CONDITIONS SHALL BE INCLUDED IN THE BID.

1.06 CONDITIONS AT SITE
A. VISIT SITE OF THE WORK, COMPARE IT WITH THE DRAWINGS AND SPECIFICATIONS AS TO THE CONDITIONS UNDER

WHICH WORK IS TO BE PERFORMED, ASCERTAIN AND CHECK ALL CONDITIONS AND ELEVATIONS AND TAKE ALL MEASUREMENTS WHICH MAY AFFECT THE WORK. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE FOR ANY EXTRA

EXPENSE OR CLAIMS DUE TO FAILURE OR NEGLECT UNDER THIS REQUIREMENT TO MAKE SUCH EXAMINATION,

INCLUDING EXAMINATION OF RESTRICTED WORKING CONDITIONS OR SUCH OTHER DIFFICULTIES VISUALLY OBSERVED DURING SITE VISIT. CONTRACTOR IS RESPONSIBLE FOR BECOMING COMPLETELY FAMILIAR WITH THE

ARCHITECTURAL AND STRUCTURAL CONDITIONS AND LIMITATIONS WHICH WILL EXIST IN THE BUILDING AND TO

PROVIDE ALL LABOR, TOOLS AND MATERIALS REQUIRED TO PRODUCE A COMPLETELY CONCEALED INSTALLATION AS INDICATED ON THE PLANS, SPECIFICATIONS, AND REQUIRED BY THE CODE.

THE ELECTRICAL CONTRACTOR SHALL EXAMINE THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS.

NO EXTRA PAYMENT WILL BE ALLOWED FOR WORK REQUIRED BECAUSE OF THIS CONDITIONS, WHETHER SPECIFICALLY MENTIONED OR NOT.

1.07 WORKMANSHIP AND CONTRACTOR'S QUALIFICATIONS
A. ONLY QUALITY WORKMANSHIP WILL BE ACCEPTED. HAPHAZARD OR POOR INSTALLATION WILL BE CAUSE FOR REJECTION OF WORK.

1.08 SUBMITTALS
A. SUBMITTALS, UNLESS OTHERWISE NOTED, SHALL BE A SINGLE PACKAGE OF SIX (6) COPIES SUBMITTED TO OWNER FOR REVIEW. WORK SHALL NOT COMMENCE UNLESS SUBMITTALS HAVE BEEN REVIEWED FOR GENERAL CONFORMANCE BY THE ENGINEER OF RECORD.

B. SUBMIT CUTSHEETS, MATERIAL DATA, AND SHOP DRAWINGS, AS NOTED BELOW. FOR REVIEW WITHIN FIFTEEN (15) DAYS AFTER AWARD OF CONTRACT. SUBMITTALS REQUIRED AS FOLLOWS:

1. BASIC ELECTRICAL MATERIALS INCLUDING BUT IS NOT LIMITED TO:

A.)WIRING DEVICES - RECEPTACLES, SWITCHES, FACEPLATES
B.)WIRES, CONNECTORS, TAPES, SPLICES, TERMINATIONS, AND ACCESSORIES C.)RACEWAYS AND ACCESSORIES
D.)DEVICE IDENTIFICATION

2. ELECTRICAL EQUIPMENT
A.)POWER DISTRIBUTION EQUIPMENT - PANELBOARDS, SWITCHBOARDS, SWITCHGEAR, DISCONNECT SWITCHES, CIRCUIT BREAKERS, TRANSFORMERS, GENERATORS, INVERTERS, UPS, POWER DISTRIBUTION UNITS, ETC.

B.)SERVICE ENTRANCE EQUIPMENT - BUS DUCT, TERMINATION CANS, METERED SWITCHBOARDS, ETC.

C.)SUPPORTS (SEISMIC & STRUCTURAL), HOUSEKEEPING CONCRETE PADS.

3. LIGHTING
A.)LIGHT FIXTURES AND SUPPORT HARDWARE/DEVICES. CONTRACTOR IS RESPONSIBLE FOR MOUNTING COMPATIBILITY OF LIGHTING FIXTURE WITH CEILING (I.E. TYPE OF T-BAR, HARD CEILING, SPECIALTY CEILING) B.)LAMPS AND BALLASTS - INCLUDE BALLASTS CERTIFICATION. BALLAST SHALL HAVE LOCAL DISCONNECTS.

C.)POLES, CONCRETE POLE BASES.

D.)CONTROLS - OCCUPANCY SENSORS, PHOTOCELL, LIGHTING CONTACTORS, LIGHTING CONTROL PANELS, DIMMERS, ETC.

E.)FIXTURE AND ASSEMBLY WATTAGES
C. SUBMIT COMPLETE TEST REPORTS AND ANALYSIS FOR REVIEW WITHIN FIFTEEN (15) DAYS AFTER TESTING.

D. SUBMIT VERIFIED PUNCHLIST TWO (2) WEEKS AFTER ISSUANCE DATE. INDICATE PUNCHLIST ITEMS THAT HAVE BEEN COMPLETED BY CONTRACTOR. INCLUDE DATE FOR REPUNCH.

1.09 SUBSTITUTIONS
A. ONE OR MORE MAKES OF MATERIALS OR METHODS MAY HAVE BEEN SPECIFIED TO ESTABLISH THE STANDARD OF

QUALITY, WORKMANSHIP, FINISH, AND DESIGN REQUIRED, BUT OTHER MATERIALS OR METHODS EQUAL OR BETTER IN

QUALITY, WORKMANSHIP, FINISH, DESIGN, AND GUARANTEED PERFORMANCE, MAY BE SUBMITTED FOR REVIEW AND APPROVAL AS SUBSTITUTION. ALL SUBSTITUTIONS ARE SUBJECT TO REVIEW AND APPROVAL BY ARCHITECT, ENGINEER, AND OWNER.

B. SUBSTITUTIONS SHALL BE REQUESTED IN A WRITTEN FORM AND SHALL BE ACCOMPANIED WITH A SIGNED STATEMENT THAT PROPOSED SUBSTITUTION IS EQUAL, OR BETTER THAN SPECIFIED. ADDITIONAL DOCUMENTATION TO SUBSTANTIATED PROPOSED SUBSTITUTION MAY BE REQUIRED BY OWNER, ARCHITECT, AND ENGINEER.

CONTRACTOR SHALL SUBMIT AS DIRECTED.

C. CONTRACTOR SHALL ACCOMPANY REQUEST FOR SUBSTITUTION LETTER WITH A COMPLETED CSI SUBSTITUTION FORM INCLUDE THE COMPARISON FOR FOLLOWING:

1. ELECTRICAL RATING, FINISHES, PERFORMANCE DATA,

2. SPARE PARTS

3. COSTS AND SCHEDULE
D. A WRITTEN SIGNED STATEMENT FROM THE GENERAL CONTRACTOR SHALL ACCOMPANY SUBSTITUTION REQUEST FORM ASSURING THAT:

1. HE HAS VERIFIED DIMENSIONS WITH PROJECT CONDITIONS AND HAS COORDINATED WITH OTHER TRADES.

SUBSTITUTION DOES NOT AFFECT DIMENSIONS SHOWN ON DRAWINGS.

2. HE SHALL PAY AND BURDEN THE COSTS FOR CHANGES TO THE PROJECT INCLUDING RE-DESIGN, RE-ENGINEERING AND REVIEW OF SUBSTITUTION. ONLY ONE (1) ENGINEERING REVIEW TIME IS ALLOWED FOR EACH PRODUCT SUBSTITUTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL REVIEW TIME AND SHALL PAY ARCHITECT AND ENGINEER'S TIME AT THEIR PROFESSIONAL RATE SCHEDULE.

3. HE HAS CONFIRMED THAT THE PROPOSED SUBSTITUTION WILL HAVE NO ADVERSE AFFECT ON OTHER TRADES, THE CONSTRUCTION COST & SCHEDULE, OR SPECIFIED WARRANTY REQUIREMENTS.

4. HE HAS CONFIRMED THAT MAINTENANCE AND SERVICE PARTS WILL BE LOCALLY AVAILABLE FOR THE PROPOSED SUBSTITUTION.

E. COST SAVINGS RESULTING FROM SUBSTITUTION SHALL BE RETURNED TO THE CONTRACT OR THE OWNER IF THE SUBSTITUTION IS PERMITTED.

F. NO WORK INVOLVING MATERIALS SUBMITTED FOR SUBSTITUTION SHALL PROCEED UNTIL WRITTEN ACCEPTANCE IS RECEIVED FROM THE OWNER. THE OWNER IS THE FINAL JUDGE OF ACCEPTABILITY OF PREFERRED SUBSTITUTIONS.

1.10 COORDINATION
A. COORDINATE WORK WITH OTHER TRADES TO AVOID CONFLICT AND TO PROVIDE CORRECT ROUGH-IN AND CONNECTION FOR EQUIPMENT FURNISHED UNDER OTHER TRADES THAT REQUIRE ELECTRICAL CONNECTIONS.

ELECTRICAL CONTRACTOR TO REVIEW THE SUBMITTALS OF EQUIPMENT PROVIDED BY OTHER TRADES AND CONFIRM ITS WIRING REQUIREMENT WITH WHAT IS SHOWN IN THE ELECTRICAL DRAWINGS. INFORM CONTRACTORS OF OTHER

TRADES OF THE REQUIRED ACCESS TO AND CLEARANCES AROUND ELECTRICAL EQUIPMENT TO MAINTAIN SERVICEABILITY AND CODE COMPLIANCE.

B. VERIFY EQUIPMENT DIMENSIONS AND REQUIREMENTS WITH PROVISIONS SPECIFIED UNDER THIS SECTION. CHECK ACTUAL JOB CONDITIONS BEFORE FABRICATING WORK. REPORT NECESSARY CHANGES IN TIME TO PREVENT NEEDLESS WORK. CHANGES OR ADDITIONS, SUBJECT TO ADDITIONAL COMPENSATION, WHICH ARE MADE WITHOUT WRITTEN AUTHORIZATION AND AN AGREED PRICE, SHALL BE AT THE CONTRACTOR'S RISK AND EXPENSE.

1.11 CUTTING AND PATCHING
A. ALL CUTTING AND PATCHING REQUIRED FOR WORK OF THIS DIVISION IS INCLUDED HEREIN. COORDINATION WITH GENERAL CONTRACTOR AND OTHER TRADES IS IMPERATIVE. CONTRACTOR SHALL BEAR THE RESPONSIBILITY FOR AND THE ADDED EXPENSE OF ADJUSTING FOR IMPROPER HOLES, SUPPORTS, ETC.

B. CONTRACTOR IS RESPONSIBLE FOR CONCRETE/ASPHALT SAW-CUTTING, REMOVAL AND DISPOSAL. PROVIDE PATCHING TO MATCH REQUIRED FINISH GRADE.

C. PROVIDE ROOF PENETRATION AND ROOF PATCHING. ALL PENETRATIONS IN EXTERIOR WALL AND BASEMENT FLOOR/WALL SHALL BE PROVIDED WITH AN APPROVED WATERPROOFING SYSTEM/ASSEMBLY.

D. FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS AND RATED FLOOR/CEILING ASSEMBLIES

1.12 ACCEPTANCE AND DEMONSTRATION
A. UPON COMPLETION OF THE WORK, AT A TIME TO BE DESIGNATED BY THE OWNER, THE CONTRACTOR SHALL

DEMONSTRATE FOR THE OWNER THE OPERATION OF THE ELECTRICAL INSTALLATION, INCLUDING ANY AND ALL SPECIAL ITEMS INSTALLED BY HIM OR INSTALLED UNDER HIS SUPERVISION.

B. PROPERLY SET LIGHTING CONTROL PANELS, AUTOMATIC TIME SWITCHES, ETC. TO PERFORM SWITCHING

OPERATIONS IN ACCORDANCE WITH SCHEDULES PROVIDED BY THE OWNER'S REPRESENTATIVE, AND DEMONSTRATE (USING THE MANUFACTURER'S OPERATING INSTRUCTIONS) HOW TO OVERRIDE CONTROLS AND/OR TEST TIME SWITCHES PROGRAMMING.

1.13 RECORD DRAWINGS AND EQUIPMENT DATA
A. MAINTAIN ONE SET OF CLEAN WORKING DRAWINGS AT THE JOB SITE AND ENTER DAILY SUCH "AS-BUILT"

INFORMATION AS FEEDER AND SERVICE ROUTES, PULL BOX LOCATIONS AND CHANGES IN LAYOUT OR ARRANGEMENT WHICH OCCUR DURING CONSTRUCTION. DELIVER COMPLETED "RED LINE AS-BUILTS" DRAWINGS TO THE OWNER.

B. SUBMIT TO THE OWNER'S REPRESENTATIVE A SET OF "AS BUILT" DRAWINGS IN VELLUM AND CAD FILE. AS BUILT COMMENTS SHALL BE WRITTEN IN A LEGIBLE MANNER IN THE SAME STYLE AS THE CONTRACT DOCUMENTS. ALSO

SUBMIT THREE COPIES OF DATA SHEETS OR OTHER CURRENT MANUFACTURERS' PUBLICATIONS FOR EACH ITEM OF ELECTRICAL EQUIPMENT FURNISHED FOR THE PROJECT INCLUDING AT LEAST THESE DATA:

1. TECHNICAL DESCRIPTION AND REPLACEABLE PARTS LIST.

2. PHYSICAL DESCRIPTION AND INSTALLATION INSTRUCTIONS.

3. USER'S MANUAL AND OPERATING INSTRUCTIONS.

4. MANUFACTURER'S WARRANTY.

1.14 CLEAN-UP
A. RID THE PREMISES OF SCRAP MATERIALS, TRASH AND DEBRIS BOTH DURING CONSTRUCTION AND AT COMPLETION OF THE PROJECT. LEAVE THE BUILDING AND SURROUNDING AREA IN A CLEAN AND ORDERLY CONDITION.

1.15 GUARANTEE
A. GUARANTEE THE INSTALLATION FREE FROM DEFECTS OF WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE

YEAR AFTER DATE OF CERTIFICATION OF FINAL PAYMENT AND PROMPTLY REMEDY ANY DEFECTS DEVELOPING DURING THIS PERIOD, WITHOUT CHARGE.

1.16 TEMPORARY SERVICES
A. PROVIDE ADEQUATE AND SAFE TEMPORARY ELECTRICAL POWER AND LIGHTING THROUGHOUT THE CONSTRUCTION AND FINISHING OF THE PREMISES. IN ADDITION TO SPECIAL OR UNUSUAL REQUIREMENTS, PROVIDE AT LEAST THESE ITEMS:

1. THREE (3) 20-AMP CIRCUITS FOR CONSTRUCTION POWER TOOLS. PROVIDE GFI TEMPORARY CIRCUITS WITH COVERPLATES TO MEET OSHA REQUIREMENTS.

2. THREE OR MORE LIGHT STRINGS SUSPENDED APPROXIMATELY ONE FOOT BELOW THE HEIGHT OF FINISH CEILING WITH LAMPS SPACED NOT MORE THAN TWELVE FEET ON CENTERS. STRINGS SHALL BE RUN THE

LENGTH OF THE STORE SPACE PARALLEL TO THE DEMISING WALLS, WITH ONE STRING WITHIN EIGHT FEET OF

EACH WALL AND ONE (OR MORE) INTERMEDIATE STRING(S) ARRANGED TO LIMIT THE SPACING BETWEEN ROWS TO SIXTEEN FEET OR LESS.

3. FLOOD LIGHTING AND TASK LIGHTING FOR PAINTING AND OTHER FINISH WORK.

4. TEMPORARY POWER REQUIRED FOR TESTING OF BUILDING EQUIPMENT (ELEVATOR, ETC.) B. WHERE SCOPE INCLUDES THE REMOVAL OF EXTERIOR LIGHTING, CONTRACTOR SHALL PROVIDE TEMPORARY EXTERIOR LIGHTING UNTIL THE NEW EXTERIOR LIGHTING HAS BEEN ACCEPTED BY THE OWNER. TEMPORARY EXTERIOR LIGHTING SHALL COMPLY WITH IESNA STANDARDS FOR SECURITY LIGHTING.

C. WHERE SCOPE INCLUDES THE DISABLING OF A FIRE ALARM SYSTEM, CONTRACTOR SHALL PROVIDE A FIRE WATCH.

FIRE WATCH SHALL COMPLY WITH NFPA AND LOCAL FIRE MARSHAL REQUIREMENTS.

D. WHEN PERMANENT ELECTRICAL SERVICE IS OPERABLE, DISCONNECT AND REMOVE FROM THE PREMISES THE MATERIALS AND EQUIPMENT USED FOR TEMPORARY POWER AND LIGHTING. RESTORE MODIFICATIONS AND REPAIR DAMAGE CAUSED BY THE INSTALLATION, USE OR REMOVAL OF TEMPORARY SERVICE PROVISIONS.

PART 2: PRODUCTS

2.01 MATERIAL APPROVAL
A. ALL MATERIALS MUST BE NEW AND BEAR UNDERWRITER'S LABORATORIES LABEL. MATERIALS THAT ARE NOT

COVERED BY UL TESTING STANDARDS SHALL BE TESTED AND APPROVED BY AN INDEPENDENT TESTING LABORATORY OR A GOVERNMENTAL AGENCY. MATERIAL NOT IN ACCORDANCE WITH THESE SPECIFICATIONS MAY BE REJECTED EITHER BEFORE OR AFTER INSTALLATION.

ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED AS PER THEIR LISTINGS.

2.02 BASIC ELECTRICAL MATERIALS
A. CONDUITS AND RACEWAYS

1. RIGID STEEL: HOT-DIPPED GALVANIZED.

2. INTERMEDIATE METAL CONDUIT (IMC): HOT-DIPPED GALVANIZED.

3. ELECTRICAL METALLIC TUBING (EMT): ELECTRO-GALVANIZED.

4. RIGID NON METALLIC CONDUIT (PVC SCHEDULE 40)

5. WIREWAY: CODE GAUGE STEEL, WITH KNOCKOUTS AND HINGED COVER, CORROSION RESISTANT GRAY BAKED ENAMEL FINISH.

6. PROVIDE FITTINGS AND ACCESSORIES APPROVED FOR THE PURPOSE EQUAL IN ALL RESPECTS TO THE CONDUIT OR RACEWAY. EMT CONNECTORS AND COUPLINGS SHALL BE STEEL SETSCREW TYPE INDOORS AND STEEL COMPRESSION TYPE IN WET LOCATIONS AND OUTDOORS.

B. WIRES AND CABLES

1. FOR POWER AND LIGHTING SYSTEM 600V OR LESS:

A.) FOR WIRE SIZES #8 AND SMALLER: USE INSULATED PRESSURE TYPE (WITH LIVE SPRING) RATED 105 DEGREES C, 600V, FOR BUILDING WIRING OR FIXTURES. FOR WIRE SIZE #6 AND LARGER: USE T&B OR EQUIVALENT COMPRESSION TYPE WITH 3M #33+ OR PLYMOUTH "SLIPKNOT GREY" TAPE INSULATION.

B.)CONDUCTOR: MINIMUM SIZE #12 AWG.
i. #12 AND #10 AWG SOLID OR STRANDED COPPER
ii. #8 AWG AND LARGER SHALL BE STRANDED COPPER.

C.)INSULATION TYPE:
i. #12 TO #1 AWG: THWN FOR WET OR UNDERGROUND AND THHN FOR DRY LOCATIONS. ii. #1/0 THROUGH #4/0 AWG: XHHW (55 MILS).
iii. #250 MCM AND LARGER: XHHW (65 MILS).
iv. GROUNDING WIRE: TW.
v.) METAL CLAD (MC) CABLES: CONDUCTORS SHALL BE MADE FROM CLASS B COPPER. SIZES 14 AWG, 12 AWG,, AND 10 AWG MAY BE EITHER SOLID OR STRANDED. 8 AWG AND LARGER SHALL BE STRANDED. THE CONDUCTORS SHALL BE CONSTRUCTED WITH THHN/THWN-2 INSULATION RATED FOR 90 DEGREES, C, DRY OR WET AT 600 VOLTS MAX. A COPPER GROUNDING CONDUCTOR SHALL BE CABLED WITH THE PHASE CONDUCTORS. THE GROUND CONDUCTOR SHALL HAVE GREEN INSULATION. ARMOR SHALL BE INTERLOCKED ALUMINUM, HELICALLY FORMED AROUND THE CONDUCTOR ASSEMBLY AND 45% LIGHTER THAN STEEL MC CABLE. WHERE MC CABLE IS

USED IN PATIENT CARE SPACES, THE METALLIC ARMOR SHALL ITSELF QUALIFY AND BE LISTED AS AN EQUIPMENT GROUNDING CONDUCTOR, IN ACCORDANCE WITH CEC 250.118.

FOR SIGNAL AND COMMUNICATIONS CIRCUIT:

A.)SPECIAL CABLES SHALL BE AS SPECIFIED ON DRAWINGS.

B.)CONDUCTORS FOR GENERAL USE SHALL BE STRANDED COPPER CONDUCTOR, #16 AWG MINIMUM, WITH THWN INSULATION FOR UNDERGROUND OR WET LOCATIONS AND THHN INSULATION FOR DRY LOCATIONS.

2. ACCEPTABLE PRODUCTS: GENERAL ELECTRIC, ANACONDA, OKONITE, PARANITE OR TRIANGLE PRODUCTS CONFORMING OR EXCEEDING APPLICABLE IPCEA STANDARDS.

C. OUTLET BOXES, JUNCTION AND PULLBOXES

1. OUTLET BOXES: 4" SQUARE X 1-1/2" DEEP (OR LARGER) GALVANIZED SHEET STEEL KO-TYPE WITH PLASTER RING

AND COVER FOR GENERAL INTERIOR USE AND CAST METAL TYPE FS OR FD WITH MATCHING SCREW COVERS FOR EXTERIOR AND EXPOSED INTERIOR LOCATIONS (GASKETED IN DAMP OR WET LOCATIONS).

2. JUNCTION BOXES (FLOOR BOX NOT INCLUDED) SHALL BE SAME AS OUTLET BOXES UP TO 42 CU. IN. AND

CODE-GAUGE STEEL IN LARGER SIZES WITH SURFACE OR FLUSH-TYPE SCREW-MOUNTED TRIMCOVERS, BOTH BOXES AND COVERS INHIBITOR-PRIMED AND PAINTED INSIDE OUT.

3. PULL BOXES SHALL BE SAME AS JUNCTION BOXES UNLESS INDICATED OTHERWISE ON THE DRAWINGS, WITH COVERS.

4. TELEPHONE OUTLET BOXES SHALL BE THE TYPE AND SIZE REQUIRED BY THE SERVING TELEPHONE COMPANY BUT NOT SMALLER THAN 4-11/16" SQUARE X 2-1/8" DEEP WITH SINGLE-GANG RING AND SIERRA #S-754N SPLIT PLATE BUSHING.

5. UNDERGROUND AND SITE JUNCTION BOXES, HANDHOLES, AND MANHOLES A.)SHALL BE MADE UP OF PRECAST CONCRETE WITH TRAFFIC RATED STEEL COVERS. EXTENSIONS SHALL BE PROVIDED AS NECESSARY TO MEET REQUIRED COVERAGE FOR DUCT BANKS.

B.)PROVIDE 10" X 17' (MIN) FOR PULLBOXES, 36" X 60" (MIN) FOR HANDHOLES, AND 6'X8'X6' (MIN) MANHOLES.

D. WIRING DEVICES AND PLATES

1. WIRING DEVICES AND PLATES SHALL BE LISTED FOR SPECIFIC USE.

2. ALL POWER RECEPTACLES AND SWITCHES FOR GENERAL PURPOSE CIRCUITS SHALL BE NEMA SPECIFICATION GRADE, RATED AS FOLLOWS:

A.)GENERAL PURPOSE RECEPTACLES: NEMA 5-15R OR 5-20R
B.)LAB BENCH RECEPTACLES: NEMA 5-20R
C.)DEDICATED RECEPTACLES: NEMA 5-20R

3. SWITCHES: TWENTY (20) AMPERE.

A.)IN MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, ILLUMINATED LIGHT SWITCHES SHALL BE PROVIDED.

4. ALL GENERAL PURPOSE 20A, 120/250 V RECEPTACLES AND 120/277 V SWITCHES SHALL CONFORM TO NEMA WD-1 SPECIFICATIONS.

5. RECEPTACLES SHALL BE GFCI PROTECTED AND/OR AFCI PROTECTED AND/OR TAMPER RESISTANT AND/OR WEATHER RESISTANT AS REQUIRED PER CEC. EVEN IF NOT SPECIFICALLY CALLED FOR IN THIS DRAWING.

PROVIDE WP COVER AS REQUIRED PER CEC. 6. UNLESS OTHERWISE INDICATED, WIRING DEVICES AND COVER PLATES SHALL BE FURNISHED AND INSTALLED IN COLOR AS DIRECTED BY THE ARCHITECT OR OWNER.

A.)OUTLETS SERVED FROM AN EMERGENCY POWER SYSTEM SHALL BE RED.

B.)OUTLETS SERVED FROM THE NORMAL POWER SYSTEM SHALL BE CONFIRMED WITH ARCHITECT.

C.)OUTLETS SERVED FROM AN ISOLATED GROUND SHALL BE ORANGE WITH ISOLATED GROUND (TRIANGULAR) MARKING.

E. CONDUIT HANGERS

1. FOR INDIVIDUAL CONDUIT RUNS NOT DIRECTLY FASTENED TO THE STRUCTURE, USE ROD HANGERS MANUFACTURED BY CADDY, UNISTRUT OR POWERSTRUT. FOR MULTIPLE CONDUIT RUNS, USE UNISTRUT OR

POWERSTRUT TRAPEZE TYPE CONDUIT SUPPORT DESIGNED FOR MAXIMUM DEFLECTION NOT GREATER THAN 1/8".

2.03 PANELBOARDS
A. UNLESS OTHERWISE NOTED ACCEPTABLE MANUFACTURERS ARE EATON CUTLER HAMMER, SQUARE D, SIEMENS, GENERAL ELECTRIC, OR APPROVED EQUAL. ELECTRICAL EQUIPMENT ARE BASED ON THE FOLLOWING:

1. LIGHTING AND APPLIANCE PANELBOARDS - SQUARE D NF AND NQOD OR EQUAL

2. POWER PANELBOARDS - SQUARE D, I LINE OR EQUAL
A.)CONSTRUCTION: CABINETS SHALL BE OF CODE GAUGE, GALVANIZED STEEL, SURFACE OR FLUSH MOUNTED AS INDICATED. DOORS SHALL BE OF COLD-ROLLED STEEL WITH CONCEALED HINGES AND FLUSH CATCH AND LOCK.

ALL PANELS SHALL BE KEYED ALIKE. PANELS LOCATED ADJACENT TO EACH OTHER SHALL HAVE IDENTICALLY SIZED ENCLOSURE AND TRIMS. MINIMUM PANEL WIDTH SHALL BE 20". FINISH EXPOSED PART WITH ONE COAT OF PRIMER AND ONE COAT OF LIGHT GREY ENAMEL SUITABLE FOR OVER PAINTING IN FIELD IF DESIRED.

B.)BUS BARS: PROVIDE GROUND BLOCK WITH FULL COMPLEMENT OF TERMINALS IN ADDITION TO INSULATED NEUTRAL BUS. FUTURE BREAKER SPACES SHALL HAVE COMPLETE PROVISION INCLUDING BUSSES AND CONNECTING HARDWARE. BUS MATERIAL SHALL BE COPPER OR ALUMINUM FOR INDOOR AND COPPER FOR OUTDOOR.

C.)CIRCUIT BREAKERS: SHALL BE QUICK-MAKE, QUICK-BREAK, MOLDED CASE TYPE:
i. SHALL BE SQUARE D TYPE "QOB" LINE, BOLT-ON TYPE, WITH MINIMUM SYMMETRICAL INTERRUPTING CAPACITY AS SHOWN.
ii. PROVIDE MULTI-POLE UNITS WITH COMMON TRIP ELEMENT.

B. IDENTIFICATION: PROVIDE SCREWED-ON (NO ADHESIVES) BAKELITE OR PHOTO-ETCHED METALLIC NAMEPLATE

IDENTIFICATION ON OUTSIDE OF EACH PANEL SHOWING PANEL DESIGNATION, VOLTAGE, PHASE, PANEL SOURCE AND MAIN FEEDER BREAKER SIZE ( EXAMPLE: "PANEL LA1, 200A, 208Y/120V, 3PH, 4W, FED FROM 200A CB IN PANEL LA") IN MINIMUM 1/8" HIGH LETTERS. EACH PANEL SHALL CONTAIN A METAL-FRAMED CIRCUIT DIRECTORY INSIDE COVER, WITH PLASTIC PROTECTOR.

C. COMPLETE SHOP DRAWINGS ARE REQUIRED. DIMENSIONS SHALL MATCH FLOOR PLANS AND ELEVATIONS.

2.04 LOAD CENTERS (FOR RESIDENTIAL ONLY OR IF ALLOWED BY THE ENGINEER OF RECORD) A. LOAD CENTERS TO BE FURNISHED AND INSTALLED AT LOCATIONS AS SHOWN ON THE DRAWINGS. LOAD CENTERS SHALL BE OF THE TYPE APPROVED, INDICATED, AND SPECIFIED HEREIN.

B. ENCLOSURE SHALL BE FABRICATED OF COLD ROLLED STEEL FOR NEMA 1 AND GALVANNEALED STEEL OR EQUIVALENT RUST-RESISTANT STEEL FOR NEMA 3R. INDOOR TYPE L ENCLOSURES SHALL HAVE A FLUSH FRONT, WITH FINISH TO BE AS SELECTED BY ARCHITECT. WHEN USED, OUTDOOR TYPE 3R ENCLOSURES SHALL HAVE A HASP TO SECURE THE COVER. A DIRECTORY LABEL SHALL BE PROVIDED WITH CIRCUITS IDENTIFIED AS INDICATED ON THE SCHEDULE.

C. BUS BAR CONNECTIONS TO THE BRANCH CIRCUIT BREAKERS SHALL BE THE DISTRIBUTED PHASE TYPE AND SHALL ACCEPT PLUG-ON CIRCUIT BREAKERS. 300-400 A LOAD CENTERS SHALL ACCEPT A 150 A MAXIMUM BOLT-ON BREAKER IN ADDITION TO PLUG-ON TYPES. C. SHORT CIRCUIT CURRENT RATINGS AMPERE RMS SYMMETRICAL SHORT CIRCUIT RATINGS SHALL BE COORDINATED WITH PG&E.

D. CIRCUIT BREAKERS SHALL BE SQUARE D TYPE QO (PLUG-ON) THERMAL MAGNETIC TRIP OR APPROVED EQUAL, WITH AN INTEGRAL CROSSBAR TO ENSURE SIMULTANEOUS OPENING OF ALL POLES IN MULTI-POLE CIRCUIT BREAKERS.

CIRCUIT BREAKERS SHALL HAVE AN OVERCENTER, TRIPFREE, TOGGLE-TYPE OPERATING MECHANISM WITH QUICK-MAKE, QUICK-BREAK ACTION AND POSITIVE HANDLE INDICATION. HANDLES SHALL HAVE ON, OFF, AND "TRIPPED" POSITIONS. IN ADDITION, TRIP INDICATION SHALL INCLUDE A VISI-TRIP INDICATOR APPEARING IN THE WINDOW OF THE CIRCUIT BREAKER CASE (THROUGH 125 AMPERES). CIRCUIT BREAKERS SHALL BE UL LISTED IN ACCORDANCE WITH UL STANDARD 489 WITH CURRENT RATINGS AS NOTED ON THE PLANS. INTERRUPTING RATINGS SHALL BE SELECTED TO PROVIDE THE REQUIRED LOAD CENTER SHORT CIRCUIT CURRENT RATING.

E. MANUFACTURERS: PANELBOARDS SHALL BE GENERAL ELECTRIC TYPE "AQ" OR TYPE "AE" OR EQUIVALENT PRODUCTS OF EATON, SQUARE-D OR SIEMENS-ITE.

2.05 SERVICE ENTRANCE EQUIPMENT
A. SERVICE ENTRANCE EQUIPMENT ARE SUBJECT TO THE REQUIREMENTS OF THE UTILITY COMPANIES PROVIDING SERVICES TO PROJECT SITE. EQUIPMENT SHOWN ON THE CONSTRUCTION DOCUMENTS IS A GENERAL GUIDELINE AND SHALL BE ADJUSTED TO MEET SPECIFIC UTILITIES REQUIREMENTS. CONTRACTOR TO PROVIDE METERING EQUIPMENT SUBMITTALS FOR UTILITY COMPANY REVIEW AND APPROVAL PRIOR TO ORDERING OF EQUIPMENT.

B. ENCLOSURES, PULL SECTIONS, AND TERMINATIONS SHALL BE TOTALLY ENCLOSED, DEAD FRONT, FREE-STANDING, FRONT AND REAR ALIGNED. ACCESSIBILITY SHALL BE FROM THE FRONT. THE EQUIPMENT SHALL BE NEMA TYPE 1 OR NEMA TYPE 3R NON-WALK-IN RAINPROOF. THE FRAMEWORK SHALL BE STEEL, SECURED TOGETHER TO SUPPORT ALL COVER PLATES, BUSSING, AND COMPONENT DEVICES DURING SHIPMENT AND INSTALLATION. ALL COVERS SHALL HAVE UTILITY SEALING PROVISIONS WHERE REQUIRED BY THE UTILITY.

C. THE ENTIRE SERVICE ENTRANCE EQUIPMENT SHALL BE SUITABLE FOR OPERATION AT THE SPECIFIED AVAILABLE FAULT CURRENT. THE EQUIPMENT SHALL BE LABELED TO INDICATE THE MAXIMUM AVAILABLE FAULT CURRENT RATING, TAKING INTO ACCOUNT THE STRUCTURE, BUSSING, MAIN DISCONNECTS, AND TENANT MAIN DISCONNECTS.

D. THE METERING EQUIPMENT THROUGH BUS SHALL BE TIN-PLATED ALUMINUM. THE BUSSING SHALL BE OF SUFFICIENT CROSS-SECTIONAL AREA TO MEET UL STANDARD 891 FOR TEMPERATURE RISE. THE THROUGH BUS SHALL EXTEND THE FULL LENGTH OF THE EQUIPMENT AND BE 100% RATED THROUGHOUT THE LINE-UP. TAPERED BUS IS NOT ACCEPTABLE. THERE SHALL BE PROVISIONS FOR FUTURE SPLICING OF ADDITIONAL SECTIONS FROM EITHER END.

THE NEUTRAL BUS SHALL ALSO BE 100% RATED. THE GROUND BUS SHALL BE SIZED PER UL STANDARD 891, AND OF THE SAME MATERIAL AS THE THROUGH BUS. BUS CONNECTIONS SHALL BE BOLTED WITH GRADE 5 BOLTS AND CONICAL SPRING WASHERS.

E. UTILITY COMPARTMENTS SHALL BE ARRANGED IN HOT SEQUENCE. THE METERING COMPARTMENTS SHALL BE BARRIERED AND COVERS SHALL HAVE SEALING PROVISIONS. THE METERING COMPARTMENTS SHALL MEET EUSERC STANDARDS, OR THE APPLICABLE UTILITIES STANDARDS.

F. THE MAIN DISCONNECT SHALL BE CIRCUIT BREAKER. EQUIPMENT GROUND FAULT SHALL BE PROVIDED WHEN REQUIRED PER THE CALIFORNIA ELECTRICAL CODE (CEC), OR WHEN REQUESTED BY THE CUSTOMER.

G. METER SOCKETS SHALL BE RING TYPE METER SOCKETS SHALL BE RATED AS NOTED IN THE DRAWINGS. THE METER SOCKET SHALL HAVE PROVISIONS FOR A EUSERC APPROVED TEST BLOCK. THE METER SOCKET SHALL PLUG ON TO

A VERTICAL BUS ASSEMBLY ON THE LINE SIDE AND BE CABLED FROM THE LOAD SIDE OF THE METER SOCKET TO THE LINE SIDE OF THE TENANT MAIN DISCONNECT.

H. BRANCH DEVICES - CIRCUIT BREAKERS SHALL BE COMMON TRIP FOR SIMULTANEOUS OPENING OF ALL POLES.

BREAKERS SHALL HAVE AN OVER-CENTER, TRIP-FREE, TOGGLE-TYPE OPERATING MECHANISM WITH QUICK-MAKE, QUICK-BREAK ACTION AND POSITIVE HANDLE INDICATION. CIRCUIT BREAKERS SHALL BE UL LISTED IN ACCORDANCE WITH UL STANDARD 489 AND SHALL BE RATED FOR THE MAXIMUM VOLTAGE SPECIFIED AND WITH CONTINUOUS CURRENT RATINGS AS NOTED ON THE PLANS. THE CIRCUIT BREAKERS SHALL BE CURRENT LIMITING.

I. COMMERCIAL MULTI-METERING SHALL BE TOTALLY ENCLOSED, DEAD FRONT, FREE-STANDING, FRONT AND REAR ALIGNED. ACCESSIBILITY SHALL BE FROM THE FRONT. THE EQUIPMENT SHALL BE NEMA TYPE 1 OR NEMA TYPE 3R NON-WALK-IN RAINPROOF. THE FRAMEWORK SHALL BE STEEL, SECURED TOGETHER TO SUPPORT ALL COVER PLATES, BUSSING, AND COMPONENT DEVICES DURING SHIPMENT AND INSTALLATION. ALL COVERS SHALL HAVE UTILITY SEALING PROVISIONS WHERE REQUIRED BY THE UTILITY.

2.06 CIRCUIT BREAKERS:

A. CIRCUIT BREAKERS NTENDED FOR USE WITH AIR CONDITIONING, HEATING, AND REFRIGERATION EQUIPMENT HAVING MOTOR GROUP COMBINATIONS AND MARKED AS SUCH SHALL HAVE THE HACR MARKING. CIRCUIT BREAKERS INTENDED TO SWITCH LIGHTING ON A REGULAR BASIS SHALL BE LISTED AND MARKED WITH "SWD" TO INDICATE ITS SUITABILITY.

B. 480V CIRCUIT BREAKERS RATED AT 1000A AND ABOVE SHALL BE EQUIPPED WITH GROUND FAULT PROTECTION. THIRD PARTY GFI TESTING OF GFI CIRCUIT BREAKERS SHALL BE PROVIDED.

C. FOR CIRCUIT BREAKERS RATED 1200A AND ABOVE, COMPLY WITH CEC 240.87

2.07 INDIVIDUALLY MOUNTED MOTOR CONTROLLERS
A. FOR POLYPHASE MOTORS: MAGNETIC STARTER OR COMBINATION MOTOR CIRCUIT PROTECTOR AND MAGNETIC STARTER, WITH 3-LEG OVERLOAD PROTECTION. PROVIDE TWO INTERLOCK CONTACTS OF THE INTERCHANGEABLE OPEN-CLOSE TYPE. PROVIDE HAND-OFF-AUTOMATIC SELECTOR SWITCH, MOTOR RUNNING PILOT LIGHT AND RESET BUTTON IN COVER. CIRCUITS 300V AND OVER SHALL BE PROVIDED WITH 120V CONTROL TRANSFORMERS.

B. STARTERS FOR FRACTIONAL HORSEPOWER 120V MOTORS SHALL BE MANUAL TYPE UNLESS SHOWN OTHERWISE, EQUIPPED WITH BUILT-IN OVERLOAD PROTECTION.

C. ACCEPTABLE MANUFACTURERS: GENERAL ELECTRIC, SIEMENS, SQUARE D, EATON, AND ALLEN BRADLEY.

2.08 DISCONNECT SWITCHES
A. SAFETY SWITCHES: HEAVY DUTY TYPE, 480 OR 240V, HORSEPOWER RATED FOR MOTORS, FUSED OR NON-FUSED AS REQUIRED.

B. PROVIDE FUSE AS SHOWN IN CONSTRUCTION DOCUMENTS. MOUNT IN ENCLOSURE WITH NEMA RATING AS REQUIRED FOR THE SPECIFIC APPLICATION.

C. ACCEPTABLE MANUFACTURERS: GENERAL ELECTRIC, SQUARE D OR EATON PART 3: EXECUTION

3.01 GENERAL
A. ELECTRICAL SYSTEM LAYOUTS INDICATED ON THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. GOVERN EXACT ROUTING OF CABLE AND WIRING AND THE LOCATIONS OF OUTLETS BY THE STRUCTURE AND EQUIPMENT SERVED.

TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS.

B. CONSULT ALL OTHER DRAWINGS, VERIFY SCALES AND REPORT ANY DIMENSIONAL DISCREPANCIES OR OTHER CONFLICTS WITH OWNER BEFORE SUBMITTING BID.

C. ALL HOME RUNS TO PANELBOARDS ARE INDICATED AS STARTING FROM THE OUTLET NEAREST THE PANEL AND CONTINUING IN THE GENERAL DIRECTION OF THAT PANEL. CONTINUE SUCH CIRCUITS TO THE PANEL AS THOUGH THE ROUTES WERE COMPLETELY INDICATED. TERMINATE HOMERUNS OF SIGNAL, ALARM, AND COMMUNICATION SYSTEMS IN A SIMILAR MANNER.

D. AVOID CUTTING AND BORING HOLES THROUGH STRUCTURE OR STRUCTURAL MEMBERS WHEREVER POSSIBLE.

OBTAIN PRIOR APPROVAL OF OWNER AND CONFORM TO ALL STRUCTURAL REQUIREMENTS WHEN CUTTING OR BORING THE STRUCTURE IS NECESSARY AND PERMITTED.

E. FURNISH AND INSTALL ALL NECESSARY HARDWARE, HANGERS, BLOCKING, BRACKETS, BRACING, RUNNERS, ETC.

REQUIRED FOR EQUIPMENT SPECIFIED UNDER THIS SECTION. INSTALLATION SHALL MEET SEISMIC 4 REQUIREMENTS.

F. ALL LIGHTING FIXTURES SHALL BE PROVIDED WITH REQUIRED SEISMIC SUPPORT WIRES.

G. PROVIDE NECESSARY BACKING REQUIRED TO INSURE RIGID MOUNTING OF OUTLET BOXES.

H. ELECTRICAL INSTALLATION IN PUBLIC LOCATIONS SHALL BE ACCESSIBLE AND INSTALLATION SHALL COMPLY WITH AMERICAN DISABILITIES ACT (ADA) REQUIREMENTS. ELECTRICAL INSTALLATION SHALL COMPLY WITH APPLICABLE CODES AS LISTED IN CONSTRUCTION DOCUMENTS.

3.02 WIRING METHODS
A. INSTALL ALL WIRING IN RACEWAY, OR USE MC CABLE WHERE APPROVED BY ALL APPLICABLE CODES AND REGULATIONS AND ONLY IF IT MEETS OWNERS/BUILDING STANDARDS AND GUIDELINES. SEE FLOOR PLAN NOTES.

CONDUIT SHALL BE RIGID STEEL, IMC OR EMT AS FOLLOWS:

1. ABOVE GROUND: USE RIGID STEEL, IMC OR EMT.

2. WET LOCATIONS: RIGID STEEL OR IMC ONLY.

3. LOCATIONS SUBJECT TO MECHANICAL INJURY: RIGID STEEL OR IMC ONLY.

4. DRY LOCATIONS AND NOT SUBJECT TO MECHANICAL INJURY: EMT, IMC OR RIGID STEEL CONDUIT.

5. UNDERGROUND: USE RIGID STEEL AT LAST TRANSITION TO ABOVE GROUND.

B. USE FLEXIBLE CONDUITS OR MC CABLE IN THE FOLLOWING APPLICATIONS:

1. FINAL CONNECTIONS TO MOTOR.

2. FINAL CONNECTIONS INTO AND OUT OF THE TRANSFORMER.

3. FINAL CONNECTIONS TO VIBRATING EQUIPMENT.

4. INTER-CONNECTIONS BETWEEN ALL LIGHT FIXTURES (NOT TO INCLUDE HOMERUN FROM FIXTURE OR DEVICE TO PANELBOARD, WHICH MUST BE RIGID).

5. FINAL CONNECTIONS WHERE RIGID CONDUIT IS NOT PRACTICAL.

6. IN WALLS (FOR LIGHT SWITCHES AND 120V POWER RECEPTACLES AND HVAC CONTROL EQUIPMENT).

C. FLEXIBLE METALLIC CONDUIT OR MC CABLE MUST BE THE SAME SIZE AS THE RIGID CONDUIT TO WHICH IT IS CONNECTED.

D. THE CONNECTION TO OUTDOOR EQUIPMENT MUST BE WEATHERPROOF, I.E. LIQUIDTIGHT OR SEALTIGHT.

E. MINIMUM SIZE OF CONDUIT SHALL BE 1/2" FOR INDIVIDUAL LIGHTING FIXTURE CONNECTIONS OR TO INDIVIDUAL LIGHT SWITCHES IF APPROVED BY ALL APPLICABLE CODES. MINIMUM SIZE FOR ALL OTHER LOCATIONS SHALL BE 3/4". IF HVAC CONTROL WIRING IS REQUIRED TO BE RUN IN CONDUIT, IT SHALL BE A 3/4" MINIMUM, UNLESS OTHERWISE NOTED ON DRAWINGS. ALL IN/UNDER FLOOR CONDUITS SHALL BE 3/4" MINIMUM SIZE.

F. USE OF RIGID NON METALLIC CONDUIT IS LIMITED TO OUTDOOR, UNDERGROUND UP TO THE LAST PULLBOX PRIOR TO ENTERING OR TRANSITIONING TO ABOVE GROUND. TRANSITION SHALL BE TAPED WRAPPED RIGID STEEL CONDUIT.

3.03 INSTALLATION OF CONDUITS
A. GENERAL:

1. RUN ALL CONDUITS CONCEALED UNLESS OTHERWISE NOTED OR SHOWN. RUN ALL CONDUIT PARALLEL TO OR AT RIGHT ANGLES TO CENTER LINES OF COLUMNS AND BEAMS. CONDUITS ABOVE CEILINGS SHALL NOT OBSTRUCT REMOVAL OF CEILING TILES, LIGHTING FIXTURES, AIR DIFFUSERS, ETC. CONDUITS SHALL NOT CROSS ANY DUCT SHAFT OR AREA DESIGNATED AS FUTURE DUCT SHAFT HORIZONTALLY. CONDUIT RISERS WHEN ALLOWED IN DUCT SHAFT MUST BE COORDINATED WITH MECHANICAL WORK TO AVOID ANY CONFLICT. CONDUITS SHALL MAINTAIN 5 FEET CLEARANCE IN FRONT OF HVAC SUPPLY AND RETURN OPENINGS. GENERAL USE OF CONDUIT:
a.) RIGID - INSTALL IN TRAFFIC AREA, EXPOSED, FROM FINISHED FLOOR TO 8 FEET b.) EMT - ABOVE EIGHT FEET OF FINISHED FLOOR, CONCEALED c.) PVC - UNDERGROUND, NOT ALLOWED IN MEDICAL INSTALLATION B. CONDUIT SUPPORTS:

1. SUPPORT CONDUITS WITH UNDERWRITER'S LABORATORIES LISTED STEEL CONDUIT SUPPORTS AT INTERVALS REQUIRED BY THE NATIONAL ELECTRIC CODE. WIRES OR SHEET METAL STRIPS ARE NOT ACCEPTABLE FOR CONDUIT SUPPORT. USE CONDUIT HANGERS FOR ALL CONDUITS NOT DIRECTLY FASTENED TO STRUCTURE AND FOR ALL MULTIPLE CONDUIT RUNS. DO NOT ATTACH ANY CONDUIT TO MECHANICAL DUCTS OR PIPES.

2. INDIVIDUAL CONDUITS 1/2" AND 3/4" SIZE FOR LIGHTING MAY BE SUPPORTED FROM CEILING SUPPORT WIRES WITH CADDY CLIPS ONLY IF ACCEPTABLE TO LOCAL CODE. ONLY ONE CONDUIT IS PERMITTED TO BE ATTACHED TO ANY CEILING SUPPORT WIRE. HANG SUCH CONDUIT SO AS NOT TO AFFECT LEVEL OF CEILING.

3. AVOID ATTACHING CONDUIT TO FAN PLENUMS. WHEN IT IS NECESSARY TO SUPPORT CONDUIT FROM FAN

PLENUM, PROVIDE A LENGTH OF FLEXIBLE CONDUIT BETWEEN PORTION ATTACHED FAN PLENUM AND PORTION ATTACHED TO THE BUILDING TO MINIMIZE TRANSMISSION OF VIBRATION TO THE BUILDING STRUCTURE.

C. CONDUIT PENETRATION:

1. PENETRATING FIRE RATED FLOOR OR WALL: INSTALL CONDUIT IN CONDUIT SLEEVE OR FRAMED OPENING. SEAL PENETRATION WITH FIRE RETARDANT SEALANT TO MATCH CONSTRUCTION FIRE RATING.

2. PENETRATING ROOF OR EXTERIOR WALL: AVOID PENETRATING ROOF OR EXTERIOR WALL WHERE POSSIBLE.

WHERE PENETRATIONS ARE NECESSARY, BUILDING WEATHERPROOF INTEGRITY MUST BE PRESERVED.

3. PENETRATING SOUND INSULATED OR AIR PLENUM WALL: INSTALL CONDUIT IN CONDUIT SLEEVE AND SEAL PENETRATION AS DETAILED ON THE DRAWINGS.

4. PENETRATING NON-FIRE RATED DRY WALL: CONDUIT SLEEVES ARE NOT REQUIRED. PENETRATIONS MUST BE SEALED WITH PLASTER PRIOR TO PAINTING. PENETRATIONS MADE AFTER WALL FINISH IS APPLIED MUST BE AS SMALL AS POSSIBLE AND PROVIDED WITH ESCUTCHEONS, ONE ON EACH SIDE OF WALL.

5. PENETRATING SUSPENDED CEILING: CUT HOLE AS SMALL AS POSSIBLE TO PERMIT CONDUIT PENETRATION.

PROVIDE ESCUTCHEON FOR EACH CONDUIT BELOW CEILING.

3.04 CONNECTIONS TO EQUIPMENT
A. GENERAL

1. FURNISH AND INSTALL REQUIRED POWER SUPPLY CONDUIT AND WIRING TO ALL EQUIPMENT IDENTIFIED IN THE CONSTRUCTION DOCUMENTS.

2. PROVIDE PIGTAIL ADAPTOR FOR WIRE TERMINATION EXCEEDING LUG SIZES.

3. FURNISH AND INSTALL A DISCONNECT SWITCH IMMEDIATELY AHEAD OF AND ADJACENT TO EACH MAGNETIC

MOTOR STARTER OR APPLIANCE UNLESS THE MOTOR APPLIANCE IS LOCATED ADJACENT AND WITHIN SIGHT OF THE SERVING PANELBOARD, CIRCUIT BREAKER OR SWITCH. VERIFY ALL EQUIPMENT NAMEPLATE CURRENT RATINGS PRIOR TO INSTALLATION.

4. INSTALL ALL ROUGH-IN WORK FOR EQUIPMENT FROM APPROVED SHOP DRAWINGS TO SUIT THE SPECIFIC REQUIREMENTS OF THE EQUIPMENT.

5. FURNISH AND INSTALL MANUAL THERMAL PROTECTION FOR ALL MOTORS NOT INTEGRALLY EQUIPPED WITH THERMAL PROTECTION.

6. FURNISH CONTROL POWER TO EACH CONTROL PANEL AND TIME SWITCH REQUIRING A SOURCE OF POWER TO OPERATE.

3.05 INSTALLATION OF WIRES
A. PULL NO WIRE INTO ANY PORTION OF THE CONDUIT SYSTEM UNTIL ALL CONSTRUCTION WORK WHICH MIGHT DAMAGE THE WIRE HAS BEEN COMPLETED.

B. INSTALL ALL WIRE CONTINUOUS FROM OUTLET TO OUTLET OR TERMINAL TO TERMINAL. SPLICES IN CABLES WHEN REQUIRED SHALL BE MADE IN HANDHOLES, PULL BOXES OR JUNCTION BOXES. MAKE BRANCH CIRCUIT SPLICES IN OUTLET BOXES WITH 8" OF CORRECTLY COLOR-CODED TAILS LEFT IN THE BOX.

C. SPLICES IN WIRES AND CABLES SHALL BE MADE UTILIZING MATERIALS AND METHODS DESCRIBED HEREIN BEFORE.

D. MAKE ALL GROUND, NEUTRAL AND LINE CONNECTIONS TO RECEPTACLE AND WIRING DEVICE TERMINALS AS RECOMMENDED BY MANUFACTURER. PROVIDE GROUND JUMPER FROM OUTLET BOX TO GROUND TERMINAL OF DEVICES WHEN THE DEVICE IS NOT APPROVED FOR GROUNDING THROUGH THE MOUNTING SCREWS.

E. 120V AND 277V BRANCH CIRCUITS SHALL BE PROVIDED WITH DEDICATED NEUTRAL.

F. PROVIDE BRADY WIRE MARKERS WHERE NUMBER OF CONDUCTORS IN A BOX EXCEEDS FOUR.

3.06 WIRE COLOR CODE:

A. COLOR CODING SHALL BE CONTINUOUS FOR WIRE #12 THROUGH #6 AWG. PHASE CONDUCTORS #4 AND LARGER AND CONDUCTORS OF ANY SIZE IN CABLE ASSEMBLIES MAY HAVE COLORED PHASING TAPE AT TERMINATIONS.

COLOR CODE WIRES AS FOLLOWS:

1. VOLTAGE 120/208V (277/480V)
A.)PHASE A BLACK (BROWN)
B.)PHASE B RED (PURPLE, OR MATCH BUILDING STANDARD)
C.)PHASE C BLUE (YELLOW)
D.)NEUTRAL WHITE (GRAY, GREY)
E.)GROUND GREEN (GREEN)
F.) ISOLATED GROUND GREEN WITH GREEN WITH

ORANGE STRIPE ORANGE STRIPE

3.07 IDENTIFICATION
A. PROVIDE NAMEPLATES FOR ALL ELECTRICAL EQUIPMENT AND ALL SIMILAR EQUIPMENT AND DEVICES. NAMEPLATES

SHALL BE SCREWED (NO ADHESIVES) ENGRAVED BAKELITE OR PHOTO-ETCHED METALLIC NAMEPLATE IDENTIFICATION SHOWING PANEL DESIGNATION, VOLTAGE AND PHASE IN MINIMUM 1/4" HIGH LETTERS.

B. PROVIDE "DYMO" LABELS ON ALL LIGHTING SWITCHES AND CONVENIENCE AND SPECIAL PURPOSE RECEPTACLES TO SHOW PANEL AND CIRCUIT NUMBER TO WHICH THE DEVICE IS CONNECTED.

C. EACH PANELBOARD SHALL CONTAIN A METAL-FRAMED CIRCUIT DIRECTORY INSIDE COVER, WITH PLASTIC PROTECTOR. CONDUCTOR COLOR IDENTIFICATION USED SHALL BE PERMANENTLY POSTED AT EACH PANELBOARD OR SIMILAR DISTRIBUTION EQUIPMENT.

D. PANELBOARD SCHEDULE: AFTER COMPLETION OF WORK, PROVIDE ELECTRONIC UPDATED PANELBOARD SCHEDULES FOR ALL PANELBOARDS. USE EXCEL FORMAT.

3.08 GROUNDING
A. ELECTRICAL SERVICE AND SEPARATELY DERIVED ALTERNATING CURRENT SYSTEM SHALL BE GROUNDED IN ACCORDANCE WITH CEC ART 250.

B. GROUND NON-CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT ENCLOSURES, FRAMES,

CONDUCTOR RACEWAYS OR CABLE TRAYS TO PROVIDE A LOW IMPEDANCE PATH FOR LINE-TO-GROUND FAULT CURRENT AND TO BAND ALL NON-CURRENT CARRYING METAL PARTS TOGETHER. PROVIDE GROUND CONDUCTOR IN EACH RACEWAY SYSTEM IN ADDITION TO CONDUCTORS SHOWN. EQUIPMENT GROUND CONDUCTOR SHALL BE

ELECTRICALLY AND MECHANICALLY CONTINUOUS FROM THE ELECTRICAL CIRCUIT SOURCE TO THE EQUIPMENT TO BE GROUNDED. SIZE GROUND CONDUCTORS PER CEC ART 250 UNLESS LARGER CONDUCTORS ARE SHOWN ON DRAWINGS.

C. GROUNDING CONDUCTORS SHALL BE IDENTIFIED WITH GREEN INSULATION. WHERE GREEN INSULATION IS NOT

AVAILABLE ON LARGER SIZES, BLACK INSULATION SHALL BE USED AND SUITABLY IDENTIFIED WITH GREEN TAPE AT EACH JUNCTION BOX OR DEVICE ENCLOSURE.

3.09 REMODELING WORK
A. EXISTING ELECTRICAL WIRING WHICH WILL NOT BE MADE OBSOLETE AND WHICH WILL BE DISTURBED DUE TO CONSTRUCTION CHANGES REQUIRED BY THIS CONTRACT SHALL BE RESTORED TO OPERATING CONDITION. WHERE CONSTRUCTION CHANGES REQUIRE, OUTLETS AND CONDUIT RUNS SHALL BE RELOCATED. EXTEND CONDUITS AND PULL IN NEW WIRING OR INSTALL JUNCTION BOXES AND SPLICE IN NEW WIRING.

B. OUTLETS FROM WHICH FIXTURES, SWITCHES, RECEPTACLES, AND/OR OTHER ELECTRICAL DEVICES ARE MOVED AND WHICH ARE NOT REPLACED OR REUSED SHALL BE REMOVED, WHERE OUTLETS BOXES, ETC., ARE COMPLETELY REMOVED, THE CONTRACTOR SHALL CUT OFF CONDUITS AND REMOVE WIRING.

C. WHERE CONDUITS EXTENDING THROUGH FLOORS ARE TO BE ABANDONED, THE CONTRACTOR SHALL CUT AND CAP OR PLUG CONDUIT, AND THE CONDUIT SHALL NOT PROTRUDE ABOVE THE FLOOR.

D. WHERE EXISTING CONDUIT IS TO BE ABANDONED, THE CONDUIT SHALL BE REMOVED IF IT IS EXPOSED, IN A CRAWL SPACE OR IN ACCESSIBLE CEILING. WHERE IT IS IMPOSSIBLE TO REMOVE THE CONDUIT, IT SHALL BE CUT OFF AND CAPPED OR PLUGGED.

E. REMOVE ALL EXISTING WIRING NOT TO BE REUSED OR REQUIRED. MAINTAIN CONTINUITY TO CIRCUITS THAT ARE TO REMAIN.

F. THE CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR THE PROPER RESTORATION OF ALL EXISTING

SURFACES REQUIRING PATCHING, PLASTERING, PAINTING AND/OR OTHER REPAIRS DUE TO THE INSTALLATION OF ELECTRICAL WORK UNDER THE TERMS OF THIS SPECIFICATION. CLOSE ALL OPENINGS, REPAIR ALL SURFACES, ETC., AS REQUIRED.

G. FIRESTOP ALL PENETRATIONS.

H. MAINTAIN CIRCUIT CONTINUITY TO AREAS OUTSIDE OF THIS WORK. PROVIDE NEW CONDUIT AND CONDUCTORS AS REQUIRED TO MAINTAIN CONTINUITY AND MAINTAIN AREA AS EXISTING.

3.10 ELECTRICAL ACCEPTANCE TESTING
A. PERFORM PHYSICAL AND VISUAL INSPECTION OF ELECTRICAL INSTALLATION. ENSURE THAT ALL WIRES HAVE BEEN TERMINATED, CONNECTIONS TIGHTENED, AND OPENINGS ARE PROTECTED.

B. PERFORM PHASE ROTATION, CONTINUITY TEST, AND PHASE BALANCE

1. VOLTAGE READINGS SHALL BE TAKEN AT VARIOUS TEST POINTS, OR AT THE DISCRETION OF THE AHJ.

2. VOLTAGE, PHASE, AND AMP READINGS SHALL BE TAKEN ON ALL THREE PHASES UNDER LOAD CONDITIONS.

3. VERIFY THAT MOTORS ARE ROTATING IN THE CORRECT DIRECTION. VERIFY THAT EACH PHASE LOAD IS WITHIN 20% OF EACH OTHER. ADJUST AS NECESSARY.

C. INSULATION TEST

1. PERFORM MEGGER AND RECORD INSULATION RESISTANCE, 1000 VOLT MEGGER FOR ONE MINUTE. MAKE TESTS WITH CIRCUITS ISOLATED FROM SOURCE AND LOAD.

A.)600V CONDUCTORS SIZE #4/0 AND LARGER
B.)MCC, SWITCHGEAR, SWITCHBOARD, AND PANELBOARD BUSS BARS C.)MOTOR AND TRANSFORMER WINDINGS
D. TESTING SHALL BE PER NEMA ACCEPTANCE STANDARDS.

E. PROVIDE OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY, INCLUDING SHORT-CIRCUIT CALCULATIONS.

F. PROVIDE ARC-FLASH HAZARD WARNING LABEL AND CALCULATIONS AS REQUIRED BY AHJ AND PER CEC 110.16.

G. SUBMIT TEST RESULTS TO ENGINEER. EQUIPMENT THAT HAVE FAILED TESTS SHALL BE REPLACED WITHIN 2 WEEKS AND PRIOR TO PROJECT COMPLETION.

END OF SECTION

SPECIFICATIONS

LPC-3
LPC-3
LPC-3
LPC-3 LPC-5
LPC-5
LPC-5
LPC-5
LPC-5
LPC-5
LPC-3
LPC-3
LPC-3 1
LPC-5 1 3 3 4 4 5 5 5 5 5 5 5 5 5 5 2 2 2
11 12
10 11
10 12
11 10
12 10
BA1
(N) PANEL 'LPC'
(N) LIGHTING CONTACTOR
(N) TIMECLOCK
(E) MAIN SWITCHBOARD 'MSB'
LPC-1 68 7 9
DRAWN
DATE 20. MARCH 2026
SCALE LAS ANIMAS VETERANS PARK MANTELLI DR., GILROY, CA 95020 LAS ANIMAS VETERANS PARK PICKLEBALL IMPROVEMENTAS NOTED CL/JV
REVISIONS:

DRAWING TITLE:

PERMIT ISSUE 03/20/26
400 N. McCarthy Blvd, ste 250
Copyright c 2026
[email protected]
fx: (408) 522-5260
ph: (408) 522-5255
Milpitas, CA 95035

ENGINEERING
E100
ADDENDUM 2 05/05/26

ELECTRICAL

SITE PLAN
ELECTRICAL SITE PLAN 1
SCALE
1" = 20' - 0"
A. ALL CONDUIT BELOW GRADE TO BE PVC SCHEDULE 40. LOCATE 2'-6" BELOW GRADE AND PROVIDE CAUTION TAPE 1'-0" BELOW GRADE.

B. ALL CONDUIT STUB-UPS TO BE RIGID GALVANIZED STEEL.

C. PROVIDE 10'-0" x 5/8" COPPER GROUNDS ROD AT BASE OF ALL POLE LIGHTING.

D. ALL OUTDOOR JUNCTION AND/OR PULL BOXES TO BE CAST STEEL NEMA 3R.

E. ALL UNDERGROUND CONDUIT SHALL BE INSTALLED TO MEET THE MINIMUM COVER REQUIREMENT OF CEC TABLE 300.5 AND THE REQUIREMENTS OF ALL OTHER AUTHORITIES HAVING JURISDICTION.

F. REFER TO VOLTAGE DROP TABLE FOR 20A GENERAL RECEPTACLE & LIGHTING BRANCH CIRCUITS ON E300.

G. ALL INSTALLATION AND EQUIPMENT SHALL MEET LOCAL UTILITY CO AND LOCAL AUTHORITIES REQUIREMENTS.

H. COORDINATE LOCATION OF ALL POLE MOUNTED FIXTURES WITH LANDSCAPING FEATURES.

I. DO NOT INSTALL POLE BASES ON THE DRIVEWAYS, WALKWAYS, SIDEWALKS OR PARKING SPACES. IF POLE BASES ARE

INSTALLED IN SUCH AREAS, COORDINATE THE EXACT LOCATION SO IT HAS A MINIMAL IMPACT IN THOSE AREAS AND IT DOES NOT INTERFERE WITH ADA ACCESSIBILITY WHERE APPLICABLE.

J. CONTRACTOR TO PROVIDE UNIT PRICING (CONDUIT, TRAFFIC RATED COVER, PULLBOX & TRENCH) TO GENERAL CONTRACTOR.

K. CONTRACTOR TO PROVIDE PULL BOX FOR EVERY 200' CONDUIT RUN.

L. ALL TRENCHING, SAW-CUTTING, REMOVAL, DISPOSAL, AND PATCHING OF EXISTING CONCRETE/ASPHALT, CONCRETE SLAB

FLOOR AND WALL CORE DRILLING AS REQUIRED FOR THE INSTALLATION OF THE ELECTRICAL SYSTEMS SHOWN SHALL BE BY GENERAL CONTRACTOR. CONTRACTOR TO PROVIDE EXCAVATION AND BACKFILL PER UTILITY REQUIREMENT. PROVIDE PATCHING TO MATCH EXISTING SURFACE.

M. INVESTIGATE EXISTING UNDERGROUND STRUCTURE PRIOR TO START OF EXCAVATION.

N. WORKING CLEARANCE IN FRONT OF ELECTRICAL EQUIPMENT SHALL BE MAINTAINED. COMPLY WITH THE LATEST EDITION OF THE CEC AND UTILITY COMPANY STANDARDS.

PROVIDE EQUIPMENT LAYOUT INDICATING THE WORKING CLEARANCE FOR ARCHITECTS/ENGINEER'S REVIEW PRIOR TO INSTALLATION OF EQUIPMENT.

GENERAL NOTES:

1. NEW SPORTS POLE LIGHTING. PROVIDE UNDERGROUND JUNCTION BOX FOR EVERY TURN.

HOMERUN: 1-#8 H + 1-#8 N + 1-#8G IN 1"C. DOWN STREAM LIGHTING FIXTURE SHALL BE CIRCUITED WITH 1-#10 H + 1-#10 N + 1-#10G IN 3/4"C.

2. FURNISH AND INSTALL ELECTRICAL UNDERGROUND JUNCTION BOX TYPE CHRISTY N09 ELECTRICAL BOX OR EQUAL.

3. TRENCH AND INSTALL 4#8 AWG CU + 1#8G AWG CU IN 1" UNDERGROUND PVC SCHEDULE 40 CONDUIT.

4. TRENCH AND INSTALL 2#8 AWG CU + 1#8G AWG CU IN 1" UNDERGROUND PVC SCHEDULE 40 CONDUIT.

5. TRENCH AND INSTALL 2#10 AWG CU + 1#10G AWG CU IN 3/4" UNDERGROUND PVC SCHEDULE 40 CONDUIT FOR EACH DOWN STREAM LIGHTING FIXTURE.

6. FURNISH AND INSTALL NEW TIMECLOCK INTERMATIC ET90215C AND PHOTOCELL INTERMATIC KC4121C OR EQUAL WITH REMOTE CAPABILITY TO REVISE SCHEDULE FOR CONTROL OF POLE LIGHTING. COORDINATE LIGHTING ON/OFF SCHEDULE WITH CITY REPRESENTATIVE. REFER TO DETAIL 5 ON SHEET E600 FOR MORE INFORMATION.

7. FURNISH AND INSTALL NEW 2 POLE NORMALLY OPEN CONTACTORS SQUARE D 8903LG20V04 OR EQUAL. REFER TO DETAIL 5 ON SHEET E600 FOR MORE INFORMATION.

8. FURNISH AND INSTALL NEW PANEL LPC. REFER TO SINGLE LINE DIAGRAM ON SHEET E300 FOR MORE INFORMATION.

9. FURNISH AND INSTALL OVERRIDE SWITCH. REFER TO DETAIL 5 ON SHEET E600 FOR MORE INFORMATION.

10. EXISTING UNDERGROUND BOX TO BE ADJUSTED TO GRADE.

11. EXISTING LIGHTING TO REMAIN AND PROTECTED DURING CONSTRUCTION.

12. EXISTING ELECTRICAL FEEDER TO REMAIN AND PROTECTED DURING CONSTRUCTION. 13. BID ALTERNATE: EC TO INVESTIGATE EXISTING UNDERGROUND STRUCTURE AND CONFIRM DEPTH OF EXISTING ELECTRICAL CONDUIT. RELOCATE EXISTING ELECTRICAL CONDUIT CLOSER TO PATHWAY AS NECESSARY IF IN CONFLICT WITH EXISTING UTILITIES. ALL TRENCHING, EXCAVATION, DISPOSAL, REMOVAL AND PATCHING / BACKFILLLING OF EXISTING SURFACE AS REQUIRED FOR THE INSTALLATION OF THE ELECTRICAL SYSTEM SHOWN SHALL BE BY GENERAL CONTRACTOR. PROVIDE PATCHING TO MATCH EXISTING SURFACE.

KEY NOTES: X
ELECTRICAL ENLARGED PLAN 2
SCALE
1/8" = 1' - 0"

SEE ELECTRICAL
ENLARGED PLAN 2/E100

DRAWN
DATE 20. MARCH 2026
SCALE LAS ANIMAS VETERANS PARK MANTELLI DR., GILROY, CA 95020 LAS ANIMAS VETERANS PARK PICKLEBALL IMPROVEMENTAS NOTED CL/JV
REVISIONS:

DRAWING TITLE:

PERMIT ISSUE 03/20/26
400 N. McCarthy Blvd, ste 250
Copyright c 2026
[email protected]
fx: (408) 522-5260
ph: (408) 522-5255
Milpitas, CA 95035

ENGINEERING
E300
ADDENDUM 2 05/05/26

ELECTRICAL

SINGLE LINE

DIAGRAM AND

SCHEDULES
PANELBOARD SCHEDULE 1
SCALE
NTS
ELECTRICAL SINGLE LINE DIAGRAM 2
SCALE
NTS
VOLTAGE DROP TABLES 3
SCALE
NTS
A. ALL EQUIPMENT IS EXISTING UNLESS NOTED OTHERWISE AS "(N)" NEW.

B. ALL DEVICES ARE 3 POLE UNLESS OTHERWISE NOTED.

C. ONLY U.L. LISTED EQUIPMENT SHALL BE USED.

D. ALUMINUM WIRE IS ALLOWED.

E. RATING OF ALL OVERCURRENT PROTECTION DEVICES, SWITCHES AND MAGNETIC

STARTERS TO BE VERIFIED WITH NAMEPLATE RATING OF ASSOCIATED UNIT AND TO BE REVISED AS REQUIRED.

F. PROVIDE ALL NECESSARY SIGNAGE AS REQUIRED BY CEC 695 & 700.

G. ELECTRICAL CONTRACTOR TO PROVIDE ALL FUSES AS REQUIRED.

H. WIRING FOR EMERGENCY SOURCE SHALL BE INDEPENDENT FROM NORMAL AND OPTIONAL SYSTEMS PER CEC 700.9.

GENERAL NOTES:

1. FURNISH AND INSTALL NEW 60A, 3 POLE, 480V BREAKER IN EXISTING DISTRIBUTION SECTION IN EXISTING ELECTRICAL ROOM. REFER TO SHEET E100 FOR LOCATION.

2. FURNISH AND INSTALL NEW 100A, 277/480V, 3PH,4W 18 CIRCUIT SURFACE MOUNTED PANEL.

KEY NOTES: X
(E) MAIN SWITCHBOARD 'MSB':
400A, 480/277V, 3PH, 4W, NEMA 1, 65KAIC

PULL SECTION
100A
3P
EXISTING SERVICE PER UTILITY.

DISTRIBUTION

SECTION

UTILITY METER MAIN

SECTION
M
400A
3P
(E)
OAKS

RESTROOM
70A
3P
(E)
30KVA
XFMR
(E)
REC
BLDG
30A
3P
(E)
SPARE
50A
3P
125A
3P
(E)

BALL FIELD

LIGHTING
100A
3P
(E)
TENNIS
COURT
(N) 60A
3P
(N)
PANEL
'LPC'
(E)
PANEL
'A'
(E)
PANEL
'OL'

SPACE SPACE SPACE
DIST. = 10'
V.D. = 0.05%
AIC = 40,216A
(N) 3-#4 H + 1-#4 N + 1-#10G IN 1 1/4"C EXISTING TO REMAIN 1 2

AREA OF WORK

DRAWN
DATE 20. MARCH 2026
SCALE LAS ANIMAS VETERANS PARK MANTELLI DR., GILROY, CA 95020 LAS ANIMAS VETERANS PARK PICKLEBALL IMPROVEMENTAS NOTED CL/JV
REVISIONS:

DRAWING TITLE:

PERMIT ISSUE 03/20/26
400 N. McCarthy Blvd, ste 250
Copyright c 2026
[email protected]
fx: (408) 522-5260
ph: (408) 522-5255
Milpitas, CA 95035

ENGINEERING
E600
ADDENDUM 2 05/05/26

ELECTRICAL

DETAILS
PHOTOMETRIC SITE PLAN 1
SCALE 2 NTS POLE BASE DETAIL (TYPES S03, S04A, S04A-2) SCALE NTS
LIGHTING FIXTURE SCHEDULE 3
SCALE
NTS
IN-GRADE HANDHOLE DETAIL AND TRENCHING DETAIL 4
SCALE
NTS
ELECTRICAL CONTROL DIAGRAM 5
SCALE
NTS

EXTERIOR LIGHTING FIXTURE SCHEDULE

TAG DESCRIPTION MANUFACTURER (QTY)LAMP VOLTS WATTS NOTES P1 POLE MOUNTED LED AREA LIGHT WITH SINGLE HEAD
LSI INDUSTRIES INC.

ZNL-78L-CT-40 (ZONE LARGE)
POLE: RTP-B3-S11G-22-S-BRZ-25-SRTBC-AB-KIT-122588

OR ALTERNATE

NLS LIGHTING
VUE-34X-SP192L-64-40K7 UNV
POLE: RTSP-22-11G-12BC-SGL-BRZ-136
LED
UNV
120-277V
579W
- MOUNT 22'-0" AFG. SEE DETAIL 2 IN THE SAME
SHEET.

GENERAL NOTES:

1. ALL FIXTURES AND LAMPS ARE FURNISHED AND INSTALLED BY CONTRACTOR, UON.

2. ALL LIGHT FIXTURE SHALL BE WET LISTED FOR OUTDOOR INSTALLATION.

TS1
PC
INTERMATIC #K4121C PHOTOCELL MOUNTED ON
ROOF FACING NORTH. VERIFY MOUNTING
LOCATION WITH OWNER'S REPRESENTATIVE.

C1

PROVIDE IN-WALL SPRING
WOUND, 2-HOUR TIMER

EQUAL OR SIMILAR TO
INTERMATIC #FF2H.

H H
LPC-1
SITE LIGHTING TO BE ON FROM DUSK TO 11PM.

CONFIRM DAILY PARK HOURS WITH CITY REPRESENTATIVE.

C1
H N
LPC-3 LTG - LEFT COURT
C2
TITLE 24 COMPLIANT, ASTRONOMICAL
TIME SWITCH WITH 2 CHANNELS
(INTERMATIC ET90215C)
C2
H N
LPC-5 LTG - RIGHT COURT
PC

COORDINATE DEPTH OF SIDEWALK AND
MANUFACTURER'S REQUIREMENTS.

ANCHOR BOLTS PER POLE
2-PIECE BOLT COVER PLATE
2'-6" 6'-0" 24" MIN

LIGHT POLE
3" x 5" HAND HOLE WITH TAMPER

RESISTANT SCREWS

CONCRETE MOW STRIP

FINISHED GRADE
DETAIL NOTES:
(4) 1" PVC SCH. 40 CONDUIT

HOMERUN OR NEXT POLE
EXTEND AS REQUIRED.

TO NEXT POLE
1" PVC COUPLER
SEE CALTRANS STANDARD PLAN ES-7N

UNDISTURBED SOIL OR SELECT

FOR CAST-IN-DRILLED-HOLE PILE
FOUNDATION REINFORCEMENT DETAILS.

BACKFILL COMPACTED

1. CONCRETE TO MEET DIVISION 3 SPECIFICATIONS
(033000). CONCRETE 30 DAY STRENGTH 6000-7000
PSI.

2. BASIS OF DESIGN IS BASED ON PRE-CAST BASE.

3. PROVIDE 1" PVC COUPLINGS AS REQUIRED FOR
RACEWAYS SHOWN.

4. POLE BASE SHALL BE LOCATED BELOW FINISHED

SIDEWALK, COORDINATE EXACT DEPTH REQUIRED
PRIOR TO INSTALLATION.
2'-6" ROUND CONCRETE BASE

DRAWN
DATE 20. MARCH 2026
SCALE LAS ANIMAS VETERANS PARK MANTELLI DR., GILROY, CA 95020 LAS ANIMAS VETERANS PARK PICKLEBALL IMPROVEMENTAS NOTED CL/JV
REVISIONS:

DRAWING TITLE:

PERMIT ISSUE 03/20/26
400 N. McCarthy Blvd, ste 250
Copyright c 2026
[email protected]
fx: (408) 522-5260
ph: (408) 522-5255
Milpitas, CA 95035

ENGINEERING
E601
ADDENDUM 2 05/05/26

EXTERIOR

LIGHTING

CUTSHEETS
EXTERIOR LIGHTING CUTSHEETS 1
SCALE
NTS

1. GUARANTEE:

Contractor shall guarantee irrigation system for one year from date of acceptance.

2. VERIFICATION:

System design is based on 55 P.S.I. and 100 G.P.M. available at discharge outlet of meter or other point of connection. Contractor shall verify same and notify Engineer if such data adversely affects the operation of the system. Such notice shall be made in writing and prior to commencing any irrigation work.

3. UTILITIES:

Contractor shall verify location of all on-site utilities. Restoration of damaged utilities shall be made at the Contractor's expense to the satisfaction of the owner.

4. SCHEMATIC:

System features are shown schematically for graphic clarity. Install all piping and valves in common trenches where feasible and inside planting areas adjacent to walkways and inside medians whenever possible.

5. SPECIFICATIONS:

See irrigation specifications for additional information.

6. CODES:

Irrigation system shall be installed in accordance with all local codes and manufacturer's specifications. Notify Engineer by telephone and in writing of any conflicts prior to installation.

7. QUICK COUPLING VALVES:

Install on double swing joint. Locate 12" away from edge of walks, walls, curbs, and headerboards within planting areas. Provide one swivel, hose ell.

8. CHECK VALVES:

Install check valves in heads on low ends of spray system, as required to minimize line drainage. Contractor shall allow in bid price an amount sufficient to provide and install an additional 3 check valves to accommodate any necessary field changes.

9. SLEEVING:

Contractor shall adequately size Sch. 40 pipe for all wiring and irrigation lines installed under paving areas and that pass through drainage trenches with drain-rock. Install (with ends clearly marked above grade) at the necessary depth prior to the construction of paving areas or field bases. Sleeving to extend 12" from edge of paving or drainage trench into adjacent sub-grade. No piping shall be allowed under paving unsleeved, and no angle or 90 degree bends shall be allowed under paving.

10. HEAD ALLOWANCE:

Contractor shall allow in bid price an amount sufficient to provide and install an additional 5 sprinkler heads of each type specified on plan to accommodate field changes. These heads shall be located as directed by the Engineer. Contractor shall deliver to the owner any unused additional heads at the end of the maintenance period.

11. FIELD VERIFICATION:

Contractor to field verify dimensions of all planting areas to receive irrigation. Contractor to determine nozzle pattern (1/2 head, 1/4 head, Adjustable Arc nozzle, etc.) based on field conditions. Adjust all nozzles in field for optimal coverage and to prevent overspray onto walks, paved areas, building, etc.

12. CONTROLLER:

Contractor to use existing controllers, coordinate with Chris Weske 408-846-0398.

13. POP-UP HEIGHT:

Use 6" pop-up in the turf areas.

13. SCHEDULING:

Prior to the end of the maintenance period, the Contractor shall schedule the controller for repeat cycle irrigation and multiple programming. At least three start times for grass if over 5 minutes in length for any one station. Grass shall be scheduled on a separate program .

14. FLUSH (E) MAIN:

Upon completion of connection to (E) main allowing for solvent setup, flush main line and existing main by flushing nearest quick coupler downstream of P.O.C. on existing main.

IRRIGATION NOTES
I have complied with the criteria of the ordinance and applied them accordingly for the efficient use of water in the irrigation design plan.

MWELO COMPLIANCE STATEMENT
Signed Name Date
Larry Foster
CLA#
2683 04-28-2026

DESCRIPTION SHEET
#
A Project Information

1. Date 04/28/2026

2. Project Applicant City of Gilroy
3: Project Address 400 Wren Avenue, Gilroy CA
4: Landscape Area 15,220 SF
5: Project Type Turf Reduction / Public Park
6: Water Supply Type Potable
7: Checklist
8: Project Contacts See Cover Sheet
9: Applicant Signature See Irrigation Legend and Notes
B Water Efficient Landscape Worksheet
1: Hydrozone Information Table See Irrigation Plan
2: Water Budget Calcs See Irrigation Legend and Notes
C Soil Management Report N/A to be submitted after rough grading is completion
D Landscape Design Plan See Planting Plan
E Irrigation Design Plan See Irrigation Plan

1. Meter & Back-flow Preventer Existing - See Irrigation Legend F Grading Design Plan See Grading Plan

WATER EFFICIENT LANDSCAPE ORDINANCE

LANDSCAPE DOCUMENTATION CHECKLIST
F:\PRODUCTION\Projects\2026\26.016\CAD\26016_02_Irrigation.dwg 5/21/2026 3:45:59 PM DRAWN BY: CZ
DATE Scale

LAS ANIMAS VETERANS

PARK PICKLEBALL

IMPROVEMENTS
Sheet No.
4/29/2026

DESIGNED
1"=20' IR001
BY:

CZ/
BM PROJECT No.

REVIEWED IRRIGATION COVER SHEET SHEET 22 OF 27
BY: BM 26.016
No. DATE BY CITY APPROVALS

CITY OF GILROY

DEPARTMENT OF PUBLIC WORKS
7351 ROSANNA STREET
GILROY, CALIFORNIA 95020
MAIN (408) 846-0223
No. DATE BY REVISIONS
1 04/29/2026 CZ/
BM Building Permit Resubmittal
2 04/29/2026CZ/
BM Design Revisions
AN
FO
E
S TA T
NS
E ICL
R LA
Y M.

DE
L
A
F
L
Date O C A
5-31-2027 Renewal Date RN I
IFO
TECT
HI
STER
Signature
2683 NO.

DSCAPE RC A
4-29-2026

AD
EL BOX
EL BOX
EL BOX
EL BOX
B B
B
P
P
P
P
P
P
H Y D
H Y D
CO
CO
CO
POC
C
1 POC
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
2 1
1 3
3 1
3 2
4 5
6 4

EXISTING IRRIGATION LEGEND

SYMBOL MANUFACTURER DESCRIPTION
Existing Irrigation mainline / lateral line to remain: Preserve & Protect. Verify locations in field. See Irrigation Demolition General Note.

Cut & cap (E) irrigation Mainline. Abandon remaining line below grade; demolish if conflicting with new construction.

Cut & cap (E) lateral line. Abandon remaining line below grade; demolish if conflicting with new construction.

Existing remote control valve / quick coupler / gate valve, & box to remain UON. Preserve & Protect. Verify locations in field.

Existing Quick Coupler / Valve / Gate Valve and box.

Remove and salvage and return to Owner. See General
Note No.1. Cut, cap and abandon remaining line below
grade; demolish if conflicting with new construction.See Irrigation Plan for new equipment and layout.

Existing Controller (C): Preserve and Protect.

Existing sprinkler heads. Preserve & Protect. Verify locations in field. See Irrigation Demolition General Note No.1. and No. 2 Remove and Salvage (E) Sprinkler Head. Return to Owner.

See Irrigation Demolition General Note.

Existing Equipment: Remove and salvage equipment. See
Irrigation Plan for locations of relocated equipment.
01 X
C
01 01X X X

RCV VALVE STATION ID
1 Preserve and protect in place
2 Remove and relocate per Irrigation Plan.
3 Remove and relocate per Irrigation Plan
4 Remove and relocate. See reference note 2
5 Preserve and protect in place.
6 Preserve and protect in place
The existing irrigation mainline shown on this Drawing has been drawn in from the Irrigation drawing dated 2007. It is the reponsibility of the contractor to verify in the field all existing conditions and to notify the Landscape Architect and Owner's Representative of any conditions not shown on the plans.

1. Irrigation Demolition and Adjustment: includes, but is not limited to

1.1. Demolition, cutting & capping of lateral lines

1.2. Installation of new lateral line to match existing

1.3. Sleeving of existing main-lines and lateral lines if under new paving

1.4. Cleaning of sprinkler nozzles or replacement with new nozzles if required to ensure even coverage, adjustment of spray-arc, and minimizing overthrow onto paving areas.

IRRIGATION DEMOLITION GENERAL NOTES

REFERENCE NOTES
(E) Main Line: Location is approximated, contractor to field verify. (E) Valve: Remove and relocate. Valve irrigates turf on opposite side of (E) walkway. (E) Nozzle and lateral line: Unknown location. Contractor to field verify and preserve and protect.
(E) Nozzles to be adjusted to grade along new walkway.
1 2
3 4
F:\PRODUCTION\Projects\2026\26.016\CAD\26016_01_Demo_Irr.dwg 5/5/2026 1:33:31 PM 0 20 40
SCALE: 1" = 20'
AN
FO
E
S TA T
NS
E ICL
R LA
Y M.

ED L
A
F
L
Date O C A
5-31-2027 Renewal Date RN I
IFO
TECT
HI
STER
Signature
2683 NO.

DSCAPE RC A
4-29-2026
DRAWN BY: CZ
DATE Scale

LAS ANIMAS VETERANS

PARK PICKLEBALL

IMPROVEMENTS
Sheet No.
4/29/2026

DESIGNED
1"=20' IR100
BY:

CZ/
BM PROJECT No.

IRRIGATION DEMOLITION
PLAN REVIEWED SHEET 23 OF 27
BY: BM 26.016
No. DATE BY CITY APPROVALS

CITY OF GILROY

DEPARTMENT OF PUBLIC WORKS
7351 ROSANNA STREET
GILROY, CALIFORNIA 95020
MAIN (408) 846-0223
No. DATE BY REVISIONS
1 04/29/2026 CZ/
BM Building Permit Resubmittal
2 04/29/2026CZ/
BM Design Revisions
No. DATE BY REVISIONS
1 04/29/2026 CZ/
BM Building Permit Resubmittal
2 04/29/2026CZ/
BM Design Revisions

AD
EL BOX
EL BOX
EL BOX
EL BOX
B B
B
B
B
P
P
P
P
P
P
H Y D
H Y D
CO
CO
CO C
RCV-B26
RCV-A14 RCV-A15
QC
RCV-B28
RCV-B27
RCV-A13b
RCV-A13a
QC
2" MAIN LINE
4" MAIN LINE
3 1
2 3
4 2"
1 1/2"
1"
1"
1/2"
1/2"
3/4"
3/4"
1/2"
1/2"
1 1/2"
1"
1/2"
1/2"
1/2"
1/2"
1 1/2"
1/2"
1/2"
1 1/2"
1 1/4"
1 1/4"
1 1/4"
1 1/4"
1"
1/2"
1"
1"
1/2"
3/4" 1 1/2"
1 1/4"
1 1/4"
1 1/4"
1 1/4"
1"
1"
1"
3/4"
3/4"
1/2"
1"
1"
1 1/2"
1"
3/4"
1/2"
1/2"
1" 1 1/4" 1 1/4"
1/2"
3/4"
1/2"
1 6
3 5
2 4
3"
1 1/2"
3"
3"
3"
1 1/2"
3"
5 IRRIGATION LEGEND

SYMBOL MANUFACTURER DESCRIPTION PSI GPM RAD PRS
(E) Main Line, size as shown on plan
Main Line: Sch. 40. 24" Depth. See Plan for size.

Lateral Line: Sch. 40. 18" Depth. See Plan for size.

Remote Control Wire in 1 1/4" Conduit
Sleeving: See Irrigation Notes
Rainbird PEB Remote Control Valve: Size as shown on plan. (E) Valves
Buckner QB44LRC-10 Quick Coupler
(E) Quick Coupler Valve
King Brothers Full Port Ball or Gate Valve, Line Size: See (E) Gate Valve
Existing Meter (M) and Backflow preventer (B) to remain UON.

Preserve & Protect. Verify locations in field.

Y"
X"
M B

REFERENCE NOTES
(E) valve and quick coupler.Preserve and protect. Connect (N) main line to (E) main line. See Mainline Connection
Enlargement. Disconnect remote control wires from valve and rewire new connection.
(E) valve: Preserve and protect. Connect (N) lateral to (E) valve. (E) Main Line: Contractor to connect new mainline at the cut line.

Install new round box for new wire splice. See Reference Note 5. (E) valve relocated from Demo plan that irrigates the turf on opposite side of (E) sidewalk. Lateral line unknown. Contractor to field verify location of lateral line and relocate (E) valve along (E) lateral line.

Contractor to perform wire continuity check for valves 1-5. Install new wire and common to new or existing valve locations.

Maintain (E) station number at controller.
1 2
3 4
5 (E) Mainline
(N) Mainline
(E) Connection between
mainline & valve
(E) Valve or quickcoupler
LEGEND - ROTATOR 12" POP UP
SYMBOL MANUF BODY / NOZZLE / (color) PSI GPM RAD
PRECIP
In/hr
Hunter PROS-12-PRS40-CV-F-MP1000-
MAROON
35 0.21-0.49 8'-12' 0.41-0.48
Hunter PROS-12-PRS40-CV-F-MP1000-
OLIVE
35 0.84 8'-12' 0.41-0.48
Hunter PROS-12-PRS40-CV-F-MP2000-
BLACK
35 0.43-0.86 13'-17' 0.41-0.48
Hunter PROS-12-PRS40-CV-F-MP3000-
BLUE
35 0.86-2.12 22'-24' 0.37-0.45
Hunter PROS-12-PRS40-CV-F-MP3000-
YELLOW
35 2.12-2.73 22'-24' 0.39
Hunter PROS-12-PRS40-CV-F-MP3000-
GRAY
35 3.64 22'-24' 0.39
Hunter PROS-12-PRS40-CV-F-MP3500-
LT. BROWN
35 0.86-2.73 22'-30' 0.39-0.45

VALVE LEGEND
Valve
Station
Number
Bubbler
Drip
Rotor
Spray
GPM Size
Irrigation Zone
(Z) & Notes
1 S 22.02 2" Z1 (Turf)
2 S 15.57 1-1/2" Z2 (Bio)
3 S 45.23 2" Z3 (Turf)
4E** S E E Z4 (Turf)
5E* S 45.50 E Z5 (Turf)
6 S 29 2" Z6 (Turf)
0E*: Existing valve remaining in place
0E**: Existing valve irrigates turf on opposite
side of (E) sidewalk. See Reference Note 3.

F:\PRODUCTION\Projects\2026\26.016\CAD\26016_02_Irrigation.dwg 5/21/2026 3:45:59 PM DRAWN BY: CZ
DATE Scale

LAS ANIMAS VETERANS

PARK PICKLEBALL

IMPROVEMENTS
Sheet No.
4/29/2026

DESIGNED
1"=20' IR200
BY:

CZ/B
M PROJECT No.

REVIEWED IRRIGATION PLAN SHEET 24 OF 27
BY: BM 26.016
No. DATE BY CITY APPROVALS

CITY OF GILROY

DEPARTMENT OF PUBLIC WORKS
7351 ROSANNA STREET
GILROY, CALIFORNIA 95020
MAIN (408) 846-0223
No. DATE BY REVISIONS
1 04/29/2026 CZ/
BM Building Permit Resubmittal
2 04/29/2026 CZ/
BM Design Revisions
0 20 40
SCALE: 1" = 20'
AN
FO
E
S TA T
NS
E ICL
R LA
Y M.

ED L
A
F
L
Date O C A
5-31-2027 Renewal Date RN I
IFO
TECT
HI
STER
Signature
2683 NO.

DSCAPE RC A
4-29-2026

MAINLINE CONNECTION ENLARGEMENT
SEE IR001 FOR LEGEND AND NOTES
No. DATE BY REVISIONS
1 04/29/2026 CZ/
BM Building Permit Resubmittal
2 04/29/2026CZ/
BM Design Revisions

AD
EL BOX
EL BOX
EL BOX
EL BOX
P
P
P
P
P
P
H Y D
H Y D
CO
CO
CO
5'-0"
5'-0"
1 2
1 2
3 3
3 I have complied with the criteria of the ordinance and applied them accordingly for the efficient use of water in the landscape design plan.

MWELO COMPLIANCE STATEMENT
Signed Name Date
Larry Foster
CLA#
2683 04-28-2026

PLANT LEGEND
*WUC CODE BOTANICAL NAME COMMON NAME SIZE CHARACTER/NOTES Stormwater
Biofiltration - California Native Sod
Festuca rubra Molate Fescue
Sod available at
Delta Bluegrass
800.637.8873
Hordeum brachyantherum Meadow Barley
Hordeum californicum California Barley
Nasella pulchra Purple Needlegrass
Turf
Enduro Dwarf Tall Fescue 90/10 Sod. See Specs.

Turf - 90 Tall Fescue / 10 Bluegrass. Install by slit seeding, See Specs Tree Ring: See Specs. Install tree ring on existing trees in turf as shown on plan.

1. See Specifications for materials and procedures including, but not limited to, soil preparation, amendments, fertilizers, and herbicides.

2. See Specifications for materials and procedures including plant pit size and staking. See

3. Contractor shall care and maintain all existing grass within the limits of the project site. It is the contractor's responsibility to conform the grade of the existing turf to the new pickleball court at a slope no greater than 1:5. Should the need for turf repair arise around the edges of the new pickleball courts, project edges or at utility trenching, the contractor shall repair with turf sod in lieu of grass seed.

GENERAL NOTES
X/L-X.X X/L-X.X

REFERENCE NOTES
Existing Turf: Contractor, Landscape Architect and Owner will verify the extents of the existing turf to be maintained and cared for during construction and landscape maintenance period. Slit seed into existing grass 90/10 mix and fertilizer as needed to maintain and enhance turf health. See Specs
Install new turf sod where irrigation and utility trenching occurs within existing turf. Seeding not acceptable. See Specs Sod Patching: Install minimum of 5' wide sod patch as shown on plans. Owner, Contractor and Landscape Architect to verify in field extents of existing turf to be removed
1 2
3 F:\PRODUCTION\Projects\2026\26.016\CAD\26016_04_Planting.dwg 5/5/2026 1:33:20 PM 0 20 40
SCALE: 1" = 20'
AN
FO
E
S TA T
NS
E ICL
R LA
Y M.

DE
L
A
F
L
Date O C A
5-31-2027 Renewal Date RN I
IFO
TECT
HI
STER
Signature
2683 NO.

DSCAPE RC A
4-29-2026
DRAWN BY: CZ
DATE Scale

LAS ANIMAS VETERANS

PARK PICKLEBALL

IMPROVEMENTS
Sheet No.
4/29/2026

DESIGNED
1"=20' PL300
BY:

CZ/
BM PROJECT No.

REVIEWED PLANTING PLAN SHEET 25 OF 27
BY: BM 26.016
No. DATE BY CITY APPROVALS

CITY OF GILROY

DEPARTMENT OF PUBLIC WORKS
7351 ROSANNA STREET
GILROY, CALIFORNIA 95020
MAIN (408) 846-0223
No. DATE BY REVISIONS
1 04/29/2026 CZ/
BM Building Permit Resubmittal
2 04/29/2026CZ/
BM Design Revisions
No. DATE BY REVISIONS
1 04/29/2026 CZ/
BM Building Permit Resubmittal
2 04/29/2026CZ/
BM Design Revisions

3 NTS
Spray / Stream Rotor
2 NTS
Remote Control Valve
VALVE BOX W/ BOLT DOWN LID: SEE
SPECS. EPOXY / PASTE / RIVET /
BRAND VALVE ID # ON BOX
INSTALLATION NOTES:

1. SEE SPECS FOR PIPE / FITTINGS TYPE

2. ONE REMOTE CONTROL VALVE ASSEMBLY PER VALVE
BOX.

3. TWO OR MORE REMOTE CONTROL VALVES MUST BE IN
MANIFOLD.

4. INDIVIDUAL BALL VALVES NOT REQUIRED IN MANIFOLD
CONFIGURATION. SEE TYP VALVE MANIFOLD DETAIL.
1/2" CLEAN DRAIN ROCK: BRICK DEPTH
SOLENOID VALVE: SEE IRRIGATION
LEGEND. SEE INSTALLATION NOTE NO.1
2 PVC UNION
PVC MPT TxS ADAPTER. NOTE: BUSH UP

OR DOWN HERE FOR TRANSITIONS TO

LATERAL LINE SIZES

PVC LATERAL

MAINLINE FITTING

PVC MAINLINE / SUBMAIN
PVC NIPPLE (LENGTH AS REQ'D), TYP.

WATER PROOF CONNECTORS

W/ WIRE NUTS
VALVE ID TAG WITH ID #: SEE SPECS.

VALVE WIRE: 36" IN LOOSE COIL
BALL VALVE: SEE IRRIGATION PLAN
LEGEND. SEE NOTE NO.3 BELOW
PVC 90° ELBOW
PVC UNION 12" LATERAL DEPTH
BRICK BLOCKING: ALL CORNERS
RODENT PROTECTION SCREEN: 1/2" X 1/2"
19 GA. WWM, WRAP ENDS OF SCREEN
MFR. ADJUST. PRESSURE REGULATING

DIAL (TREE BUBBLERS ONLY UON)
12" TYP
A
FINISH GRADE: A = 1/2" AT
TURF AREAS, 1-1/2" AT MULCH
AREAS
MULCH: TAPER TO LID AS SHOWN

PVC LATERAL
FINISH GRADE:SEE NOTE BELOW
SPRAY HEAD : SEE IRRIGATION PLANS
INSTALLATION NOTES:

1. SEE SPECS FOR PIPE / FITTINGS TYPE

2. TOP OF ALL IRRIGATION HEADS USED IN PLANTED SHRUB AREAS TO BE INSTALLED FLSUH TO FINISH GRADE, NOT FLUSH TO TOP OF CURB OR SIDEWALK.

2. ALL IRRIGATION HEADS TO BE INSTALLED PERPENDICULAR TO FINISH GRADE.

3. ALL IRRIGATION HEADS TO BE INSTALLED WITH SWING JOINTS AS SHOWN.

4. ALL POP-UP IRRIGATION HEADS SHALL HAVE CHECK VALVE INSTALLED IN THEM.

PVC FITTING

DISTANCE 'D' FROM PAVING OR HEADERBOARD IS
EQUAL TO:

1. MINIMUM 24" IF ADJACENT NON-PERMEABLE
SURFACE DRAINS AWAY FROM PLANTING.

2. 2" / POP-UP HEIGHT IF ADJACENT

NON-PERMEABLE SURFACE DRAINS ENTIRELY
TO PLANTING.

3. 2" / POP-UP HEIGHT IF ADJACENT SURFACE IS

PERMEABLE AND NO RUNOFF OCCURS
SWING JOINT: NDS TSA SCH 80 (OR APPROVED
EQUAL) TRIPLE SWING ASSEMBLY. SIZE AS
NEEDED FOR SPRINKLER INLET, 3/4" MIN. SIZE. WSA SCH 40 (FOR RESIDENTIAL PROJECTS) 'X' = 35 DEGREES MAX; LENGTH OF 'Y' AS REQD. 18" MIN
X
Y
D
INSTALLATION NOTES:

1. REFER TO APPLICABLE CODES FOR MAINLINE DEPTH UNDER ROADWAYS

2. SERPENTINE ALL PLASTIC PIPING.

3. LATERAL SEPARATION DISTANCES SHOWN ARE MINIMUMS UON.

4. SEE SPECIFICATIONS FOR TRENCH BEDDING & BACKFILL MATERIALS.

5. TAPE AND BUNDLE ALL WIRES AT 10' INTERVALS IN TRENCHES

ELECTRICAL LINE IN
CONDUIT:INSTALL IN
ACCORDANCE w/

CALIFORNIA

ELECTRICAL CODE,

LATEST EDITION
3" 3" 3"
BACKFILL MATERIAL:

SEE SPECS

FINISH GRADE

LATERAL LINE

PRESSURE MAINLINE

SUBGRADE

PRESSURE MAINLINE

SUBGRADE
BACKFILL: SEE SPECS

FINISH GRADE

SUBGRADE
SERPENTINE ALL PLASTIC PIPING 18" MIN 24" MIN 24" MIN
VARIES
VARIES 24" MIN

MAINLINE JOINT TRENCH

ELECTRICAL CONDUIT
6" MIN.

TRENCH WALL
TRENCH WALL 12"
BEDDING MATERIAL:

SEE SPECS
BEDDING MATERIAL:

SEE SPECS
BEDDING MATERIAL:

SEE SPECS 12" 12"
MARKING TAPE: SEE
SPECS
MARKING TAPE: SEE
SPECS
3"
3" MIN. 3" MIN.

CONTROL WIRES: SEE

SPECS (DECODER

WIRE IN CONDUIT)
CONTROL WIRES: SEE

SPECS (DECODER

WIRE IN CONDUIT)
BACKFILL MATERIAL:

SEE SPECS

FINISH GRADE
MARKING TAPE: SEE
SPECS
1 NTS
Trench & Pipe Installation
VALVE BOXES: SEE SPECS

QUICK COUPLER BOX
ALIGN

REMOTE CONTROL VALVE BOX
PGA
A16
VALVE TYPE: MFG MODEL NUMBER. GLUE

IDENTIFICATION PLATES TO COVER
VALVE BOX COVER: SEE SPECS
CONTROLLER / STATION (VALVE ID#): SEE
SPECS

EDGE OF PATH OR WALL

SHUT OFF VALVE BOX
QC
SOV
12" MIN 12" MIN 12"
INSTALLATION NOTES:

1. ALL VALVE BOXES MUST BE IDENTIFIED WITH A VALVE ID # ON BOX: SEE SPECIFICATIONS FOR ACCEPTABLE METHODS.

2. VALVE BOXES SHALL HAVE 12" CLEARANCE FROM STRUCTURES AND ANY CONCRETE AREAS. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO CONCRETE, SOUND WALL, HEADERBOARD, ETC.

2. SET BOXES 1-1 /2" ABOVE FINISHED GRADE IN MULCH-COVERED AREAS. SET BOXES 1/2" ABOVE GRADE IN TURF AREAS. BOXES TO BE PERPENDICULAR TO FINISH GRADE.

3. SET VALVE BOX ASSEMBLY IN GROUND COVER / SHRUB AND NOT IN SIDEWALK OR ROADWAY. INSTALL IN LAWN ONLY IF GROUNDCOVER DOES NOT EXIST ADJACENT TO LAWN.

4. INSTALL EXTENSION BY VALVE BOX MANUFACTURER AS REQUIRED TO COMPLETELY ENCLOSE ASSEMBLY FOR EASY ACCESS.

5. RECTANGULAR VALVE BOXES SHALL HAVE 4 BRICKS INSTALLED, ONE UNDER EACH CORNER. ROUND VALVE BOXES SHALL HAVE 2 COMMON BRICKS INSTALLED, AT OPPOSITE SIDES. BRICKS SHALL NOT BE PLACED OVER ANY PIPE OR ITEM THAT COULD FAIL DUE TO BRICK PLACEMENT.

6. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. 18" MAX 18" MAX
4 NTS
Valve Box Installation

VALVE BOX W/ BOLT DOWN
LID: SEE SPECS.

PVC 45's W/ NIPPLES AS
REQUIRED, 18" LENGTH, TYP.

PVC COUPLING TYP.

IRRIGATION SUPPLY LINE, TYP.

BRICK BLOCKING: ALL CORNERS / 2 PER ROUND BOX
RODENT PROTECTION SCREEN: 1/2" X 1/2" 19 GA.

WWM WRAP ENDS OF SCREEN
1/2" CLEAN DRAIN ROCK: BRICK DEPTH
FINISH GRADE: A = 1/2" AT
TURF AREAS, 1-1/2" AT MULCH

AREAS SUPPLY LINE

COMPACTED SUBGRADE
ISOLATION VALVE: SEE
IRRIGATION PLAN. INSTALL
W/ HANDLE @/TOP 12"
12" TYP
A
MULCH: TAPER TO LID

AS SHOWN
5 NTS
Isolation (Ball) Valve
F:\PRODUCTION\Projects\2026\26.016\CAD\26016_03_Irrigation Details.dwg 5/21/2026 3:51:10 PM AN
FO
E
S TA T
NS
E ICL
R LA
Y M.

ED L
A
F
L
Date O C A
5-31-2027 Renewal Date RN I
IFO
TECT
HI
STER
Signature
2683 NO.

DSCAPE RC A
4-29-2026
DRAWN BY: CZ
DATE Scale

LAS ANIMAS VETERANS

PARK PICKLEBALL

IMPROVEMENTS
Sheet No.
4/29/2026

DESIGNED
1"=20' LD400
BY:

CZ/
BM PROJECT No.

IRRIGATION & PLANTING

DETAILS
REVIEWED SHEET 26 OF 27
BY: BM 26.016
No. DATE BY CITY APPROVALS

CITY OF GILROY

DEPARTMENT OF PUBLIC WORKS
7351 ROSANNA STREET
GILROY, CALIFORNIA 95020
MAIN (408) 846-0223
No. DATE BY REVISIONS
1 04/29/2026 CZ/
BM Building Permit Resubmittal
2 04/29/2026CZ/
BM Design Revisions
No. DATE BY REVISIONS
1 04/29/2026 CZ/
BM Building Permit Resubmittal
2 04/29/2026CZ/
BM Design Revisions

1 NTS
Finish Grade
2 NTS
Tree Planting & Staking
3 NTS
Root Barrier

FINISH AMENDED GRADE AT PLANTING OR

UNAMENDED GRADE AT MULCH-ONLY AREAS

AFTER WATERING / NATURAL SETTLEMENT
TRANSITION TO FULL DEPTH MULCH 1/3 WIDTH
OF PLANTING BED OR 12" WHICHEVER IS LESS.
12" MAX

FINISH AMENDED GRADE AT TURF AFTER

WATERING / NATURAL SETTLEMENT
NOTE: USE AMENDED EXISTING /

STOCKPILED SOIL

AND/OR IMPORTED TOPSOIL TO MEET
FINISH GRADE REQUIREMENT. SEE SPECS.

PAVEMENT, CURB OR MOW BAND 1" MAX
AT FLAT AREAS 1" MAX
FLAT RUBBER TIES: SEE SPECS
ROOT BARRIER: INSTALL 1/2" ABOVE FINISHED GRADE. SEE
SPECS
STAKES 12" MIN.

INTO SUB-SOIL
2 LODGEPOLE STAKES: SEE SPECS

BENDING POINT WHEN NURSERY STAKE IS REMOVED

PLAN VIEW
WIND

TREE STAKE

ROOT BALL

TREE TRUNK

FLAT RUBBER TIES

EDGE OF PLANTING PIT CUT-OUT
TREE RING IN ALL TURF AREAS. FILL
WITH MULCH: SEE SPECS. (TREE
RING DIAMETER=ROOTBALL+12")
TOP OF ROOTBALL 1/2" ABOVE BACKFILL FINISH GRADE
BACKFILL MIX: SEE SPECS
MULCH: SEE SPECS. KEEP 8" CLEAR ALL AROUND AT TRUNK

TREE PIT
SEE TABLE 6" 6"

UNDISTURBED SOIL OR COMPACTED UNAMENDED

SUB-GRADE
ROOT BARRIER: INSTALL AT EDGE OF

PLANT PIT, UON

TREE PIT SIZE TABLE
PLANT
SIZE

PIT SIZE - ROOTBALL
PLUS
5 GAL 8" ALL AROUND
15 GAL 10" ALL AROUND
24" BOX 12" ALL AROUND
>24" BOX MIN.12" ALL AROUND
FERTILIZER TABLET HALFWAY DOWN THE SIDES.

SEE TABLE. SEE SPECS

FERTILIZER TABLET

QUANTITY TABLE

CONTAINER

SIZE QTY
5 GAL 3
15 GAL 9
24" BOX 12
A >24" BOX 12
A
C
B

PLANTERS INSIDE PAVING
SIZE (A x A) 24" PANELS
4' x 4' 7
5' x 5' 9
6' x 6' 11
RECTANGULAR PLANTERS: NO. OF
PANELS = ((B x 2 + C x 2)-2)) / 2

PLANTING BEDS ALONG PAVING
BOX SIZE 24" PANELS
24" 7
36" 9
48" 11
60" 13

TREES IN PARKWAY STRIPS

EXISTING OR PROP

CANOPY DIA
24" PANELS / SIDE
MIN. (*)
12' (SMALL) 6
18' (MEDIUM) 9
24' (LARGE) 12

SQUARE IN-GROUND PLANTER

PARKWAY STRIP OR LINEAR IN-GROUND PLANTER

RECTANGULAR IN-GROUND PLANTER
SEE TABLE FOR NO. OF PANELS 10' OR LESS
(*) ROOT BARRIERS NOT REQUIRED AT
CURBS 18" OR GREATER DEPTH
STANDARD 5-FT WIDE PARKING MEDIAN ISLAND 5' TYP
14 PANELS, TYP. UON
F:\PRODUCTION\Projects\2026\26.016\CAD\26016_03_Irrigation Details.dwg 5/5/2026 1:33:23 PM AN
FO
E
S TA T
NS
E ICL
R LA
Y M.

ED L
A
F
L
Date O C A
5-31-2027 Renewal Date RN I
IFO
TECT
HI
STER
Signature
2683 NO.

DSCAPE RC A
4-29-2026
DRAWN BY: CZ
DATE Scale

LAS ANIMAS VETERANS

PARK PICKLEBALL

IMPROVEMENTS
Sheet No.
4/29/2026

DESIGNED
1"=20' LD401
BY:

CZ/
BM PROJECT No.

IRRIGATION & PLANTING

DETAILS
REVIEWED SHEET 27 OF 27
BY: BM 26.016
No. DATE BY CITY APPROVALS

CITY OF GILROY

DEPARTMENT OF PUBLIC WORKS
7351 ROSANNA STREET
GILROY, CALIFORNIA 95020
MAIN (408) 846-0223
No. DATE BY REVISIONS
1 04/29/2026 CZ/
BM Building Permit Resubmittal
2 04/29/2026CZ/
BM Design Revisions
No. DATE BY REVISIONS
1 04/29/2026 CZ/
BM Building Permit Resubmittal
2 04/29/2026CZ/
BM Design Revisions

Form Rev. 7/3/2014
City of Gilroy Public Works Department
Specifications for
Las Animas Park Pickleball Courts
No. 26-PW-305

Nisha Patel, PE
City Engineer
Bids Due by: 1:00 pm, Thursday, May 14, 2026

i

CITY OF GILROY

PUBLIC WORKS DEPARTMENT
Las Animas Park Pickleball Courts
Project No. 26-PW-305
SECTION 00020 ........................................................................................................................................... 1 NOTICE TO PROSPECTIVE BIDDERS ................................................................................................... 1 SECTION 00100 ........................................................................................................................................... 3 INSTRUCTIONS TO BIDDERS ................................................................................................................ 3 SECTION 00220 ......................................................................................................................................... 18 GEOTECHNICAL DATA ......................................................................................................................... 18 SECTION 00300 ......................................................................................................................................... 19 BID .......................................................................................................................................................... 19 SECTION 00310 ......................................................................................................................................... 21 BID SCHEDULE ..................................................................................................................................... 21 SECTION 00410 ......................................................................................................................................... 25 BID GUARANTY BOND .......................................................................................................................... 25 SECTION 00420 ......................................................................................................................................... 26 CERTIFICATION OF BIDDER’S EXPERIENCE AND QUALIFICATIONS ............................................. 26 SECTION 00425 ......................................................................................................................................... 28 PROPOSED BOND PROVIDER ............................................................................................................. 28 SECTION 00430 ......................................................................................................................................... 29 PROPOSED SUBCONTRACTORS ....................................................................................................... 29 SECTION 00480 ......................................................................................................................................... 31 NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID ........... 31 SECTION 00490 ......................................................................................................................................... 32 WAGE THEFT PREVENTION POLICY CONTRACTOR CERTIFICATION ........................................... 32 SECTION 00500 ......................................................................................................................................... 33 AGREEMENT ......................................................................................................................................... 33 SECTION 00610 ......................................................................................................................................... 37 FAITHFUL PERFORMANCE BOND....................................................................................................... 37 SECTION 00620 ......................................................................................................................................... 39 PAYMENT BOND ................................................................................................................................... 39 SECTION 00630 ......................................................................................................................................... 41 CERTIFICATE OF INSURANCE ............................................................................................................ 41 SECTION 00650 ......................................................................................................................................... 46 WORKERS’ COMPENSATION INSURANCE CERTIFICATE ................................................................ 46

ii
SECTION 00670 ......................................................................................................................................... 47 NOTICE OF NONDISCRIMINATION IN EMPLOYMENT ....................................................................... 47 SECTION 00700 ......................................................................................................................................... 48 GENERAL CONDITIONS ....................................................................................................................... 48 SECTION 00800 ......................................................................................................................................... 97 FEDERAL PROVISIONS AND REQUIREMENTS .................................................................................. 97 SECTION 00810 ......................................................................................................................................... 98 MODIFICATIONS TO GENERAL CONDITIONS .................................................................................... 98 SECTION 00820 ....................................................................................................................................... 100 LIABILITY AND INSURANCE REQUIREMENTS ................................................................................. 100 SECTION 01010 ....................................................................................................................................... 106 SUMMARY OF WORK .......................................................................................................................... 106 SECTION 01025 ....................................................................................................................................... 109 MEASUREMENT AND PAYMENT ....................................................................................................... 109 SECTION 01035 ....................................................................................................................................... 119 MODIFICATION PROCEDURES ......................................................................................................... 119 SECTION 01050 ....................................................................................................................................... 125 FIELD ENGINEERING .......................................................................................................................... 125 SECTION 01060 ....................................................................................................................................... 127 REGULATORY REQUIREMENTS ....................................................................................................... 127 SECTION 01090 ....................................................................................................................................... 129 REFERENCES ..................................................................................................................................... 129 SECTION 01200 ....................................................................................................................................... 138 PROJECT MEETINGS ......................................................................................................................... 138 SECTION 01300 ....................................................................................................................................... 140 SUBMITTALS ....................................................................................................................................... 140 SECTION 01310 ....................................................................................................................................... 142 PROJECT SCHEDULE ......................................................................................................................... 142 SECTION 01340 ....................................................................................................................................... 146 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES ..................................................................... 146 SECTION 01400 ....................................................................................................................................... 151 QUALITY CONTROL ............................................................................................................................ 151 SECTION 01500 ....................................................................................................................................... 154 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS ........................................................ 154 SECTION 01600 ....................................................................................................................................... 167 MATERIAL AND EQUIPMENT ............................................................................................................. 167 SECTION 01660 ....................................................................................................................................... 172

iii
SYSTEM TESTING ............................................................................................................................... 172 SECTION 01700 ....................................................................................................................................... 173 CONTRACT CLOSEOUT ..................................................................................................................... 173 SECTION 02140 ....................................................................................................................................... 178 DEWATERING...................................................................................................................................... 178 TECHNICAL SPECIFICATIONS .............................................................................................................. 181 DIVISION 1 ............................................................................................................................................... 182 GENERAL REQUIREMENTS ............................................................................................................... 182 SECTION 01 57 23 ................................................................................................................................... 183 TEMPORARY WATER POLLUTION CONTROL ................................................................................. 183 SECTION 11 68 23 ................................................................................................................................... 187 PICKLEBALL NET TENSION SYSTEM ................................................................................................ 187 SECTION 01 71 23 ................................................................................................................................... 189 FIELD ENGINEERING .......................................................................................................................... 189 SECTION 12 93 00 ................................................................................................................................... 192 SITE FURNISHINGS ............................................................................................................................ 192 SECTION 31 00 01 ................................................................................................................................... 197 EARTHWORK ....................................................................................................................................... 197 SECTION 31 11 11 ................................................................................................................................... 202 TREE PROTECTION ............................................................................................................................ 202 SECTION 31 11 13 ................................................................................................................................... 207 SITE CLEARING ................................................................................................................................... 207 SECTION 31 13 13 ................................................................................................................................... 209 TREE REMOVAL AND PRUNING ........................................................................................................ 209 SECTION 31 11 17 ................................................................................................................................... 214 DEMOLITION ........................................................................................................................................ 214 SECTION 31 23 33 ................................................................................................................................... 217 TRENCHING ......................................................................................................................................... 217 SECTION 32 01 90 ................................................................................................................................... 223 LANDSCAPE MAINTENANCE ............................................................................................................. 223 SECTION 32 11 00 ................................................................................................................................... 227 AGGREGATE BASE COURSE ............................................................................................................ 227 SECTION 32 12 17 ................................................................................................................................... 231 ASPHALT CONCRETE PAVING .......................................................................................................... 231 SECTION 32 13 14 ................................................................................................................................... 233 CONCRETE PAVING ........................................................................................................................... 233 SECTION 32 18 00 ................................................................................................................................... 240

iv
ATHLETIC AND RECREATIONAL SURFACING ................................................................................. 240 SECTION 32 19 00 ................................................................................................................................... 242 SITE CONCRETE ................................................................................................................................. 242 SECTION 32 31 13 ................................................................................................................................... 249 CHAIN LINK FENCING ......................................................................................................................... 249 SECTION 32 84 00 ................................................................................................................................... 254 IRRIGATION ......................................................................................................................................... 254 SECTION 32 91 13 ................................................................................................................................... 265 SOIL PREPARATION ........................................................................................................................... 265 SECTION 32 91 16 ................................................................................................................................... 273 BIORETENTION SOIL .......................................................................................................................... 273 SECTION 32 93 03 ................................................................................................................................... 279 PLANTING ............................................................................................................................................ 279 SECTION 33 40 00 ................................................................................................................................... 286 STORM DRAINAGE UTILITIES ............................................................................................................ 286 APPENDIX A ................................................................................................................................................ 1 GEOTECHNICAL DATA.................................................................................................................................. 1 APPENDIX B ................................................................................................................................................ 1 BIORETENTION ATTACHMENTS ..................................................................................................................... 1

Las Animas Park Pickleball Courts SECTION 00020
Project No. 26-PW-305 NOTICE TO PROSPECTIVE BIDDERS-1
SECTION 00020

NOTICE TO PROSPECTIVE BIDDERS
Notice is hereby given that SEALED BIDS will be received by the Purchasing Coordinator in person at the City of Gilroy Council Chambers, 7351 Rosanna Street, Gilroy, CA 95020, from 12:30 PM to 1:00 PM, Thursday, May 14, 2026 for the Las Animas Park Pickleball Courts, Project No. 26-PW-305. Bids will be publicly opened and read at 1:00 PM.

The work includes furnishing all labor, materials, equipment, and incidentals necessary to construct six pickleball courts at Las Animas Veterans Park, including demolition and site preparation, grading, construction of six pickleball courts, concrete work, paving, striping and signage, fencing and gates, storm drainage system, stormwater treatment facility, water and irrigation system, lighting and associated electrical system, site furnishings, landscaping, and other minor site improvements, as indicated in these Plans and Specifications.

Bids received after the stated time and date will not be accepted. The City of Gilroy will not be responsible for delayed deliveries or deliveries made to a location other than that specified above. Bids shall be in a sealed envelope plainly marked with the project title, project number, bidder’s name, and time and date of the bid opening. Electronic copies of the bid documents are available at https://www.cityofgilroy.org/Bids.aspx. All prospective parties shall check the City’s website for any addendums prior to the bid opening.

Bids delivered before the bid opening date and time must be delivered to the City Hall Information Desk at the northeast entrance of City Hall. City Hall is open Monday through Thursday from 8:30 AM to 4:30 PM. Bidders may also view or purchase bid documents from ARC Planwell at:
https://customer.e-arc.com/arcEOC/PWELL_Main.asp?mem=23.

The anticipated project schedule is provided below:

Event Date
Bid Advertisement April 10, 2026
Addendum #1 April 23, 2026
Addendum #2 (tentative date) May 5,, 2026, at 2:00 PM
Deadline for Questions May 7, 2026, at 2:00 PM
Addendum #3 (tentative date) May 8, 2026
Bid Opening May 14, 2026 at 1:00 PM
Award Contract June 15, 2026
Pre-Construction Meeting July 6, 2026
Construction Start Date July 17, 2026
Time of Completion 60 Working Days

Las Animas Park Pickleball Courts SECTION 00020
Project No. 26-PW-305 NOTICE TO PROSPECTIVE BIDDERS-2
Pursuant to Section 1770, et. seq., of the California Labor Code, the successful bidder shall pay not less than the prevailing rate of per diem wages as determined by the Director of the California Department of Industrial Relations.

Bidding procedures are prescribed in the Project Manual. Bids shall be executed upon the forms bound and made a part of said Manual. Bid guaranty in an amount not less than ten percent (10%) of the total bid dollar amount conforming to the prescribed bidding procedures is required to be submitted with each bid, as a guaranty to be forfeited should the bidder, if awarded the contract, fails to enter into the same, or fails to furnish in a timely manner the bonds and/or proof of insurance.

Pursuant to Public Contract Code Section 22300, for monies earned by the Contractor and withheld by the City of Gilroy to ensure the performance of the Contract, the Contractor may, at its option, choose to substitute securities meeting the requirements of said Public Contract Code Section 22300.

All bidders shall be licensed under the provisions of Chapter 9, Division 3 of the Business and Professions Code of the State of California to do the type of work contemplated in the project. In accordance with provisions of California Public Contract Code Section 3300, the City has determined that the Contractor shall possess a valid Class A license at the time that the bid is submitted. Contractor or contractor’s subcontractor shall possess a valid Class C-10 Electrical Contractor license. Failure to possess the specified licenses shall render the bid as non-responsible.

For any bid proposal submitted on or after March 1, 2015, and any contract for public work entered into on or after April 1, 2015, Section 1725.5 of the California State Labor Code requires that a contractor must be registered with the California State Department of Industrial Relations to be qualified to bid on, be listed in a bid proposal or engage in the performance of any public work contract that is subject to the requirements of this chapter. “Contractor” includes subcontractors as defined by the Code Section 1722.1.

Failure of the contractor and subcontractors to be registered at the time of bidding as required by the labor code shall render the bid as non-responsible.

NOTE: LICENSE REQUIRED PRIOR TO AWARD FOR PROJECTS WITH FEDERAL FUNDS. ALL OTHER CONTRACTS REQUIRE LICENSE
PRIOR TO BID.

Each bidder shall submit with its bid a statement setting forth its experience on the forms included in the Bid Proposal.

No bidder may withdraw its bid for a period of sixty (60) days after the date set for the opening of bids.

The City of Gilroy reserves the right to reject any or all bids, and to waive any irregularities in the bids. Award of contract, if any be made, shall be made to the Contractor with the lowest responsive responsible bid based on the Total Base Bid.

Date: By:

Nisha Patel, PE
City Engineer
Posted April 10, 2026
***END OF SECTION***

Las Animas Park Pickleball Courts SECTION 00100
Project No. 26-PW-305 INSTRUCTIONS TO BIDDERS-3
SECTION 00100

INSTRUCTIONS TO BIDDERS

1.0 WORK TO BE DONE
It is the intention of the City to construct improvements as shown and set forth on the plans, profiles and detailed drawings, and in the particular locations shown on the drawings. All of the work is particularly set forth in the plans and specifications, and all of said work, together with all other work incidental thereto, is included.

The work includes furnishing all labor, materials, incidentals, and equipment necessary to construct six pickleball courts at Las Animas Veterans Park, including demolition and site preparation, grading, construction of six pickleball courts, concrete work, paving, striping and signage, fencing and gates, storm drainage system, stormwater treatment facility, water and irrigation system, lighting and associated electrical system, site furnishings, landscaping, and other minor site improvements, as indicated in these Plans and Specifications. The cost of all such incidental work shall be included in the various bid item prices and no additional or direct payment will be made therefor.

The quantities shown in the bid schedule form(s) are approximate only and given as a basis for the comparison of bids. The City does not expressly or by implication assert that the actual amount of work will correspond herewith and reserves the right to increase or decrease the amount of any portion of the work or to omit portions of the work as may be deemed necessary.

The Contractor shall be required to provide, at its own cost and expense, all necessary insurance, as required by law or these specifications, and shall pay the cost and expense of any and all incidental matters herein required.

2.0 EXAMINATION OF CONTRACT DOCUMENTS
Each bidder shall thoroughly examine and be familiar with those Contract Documents contained in the Project Manual, drawings and addenda (if any). The submission of a bid shall constitute as acknowledgment upon which the City may rely that the bidder has thoroughly examined and is familiar with the Contract Documents. The failure or neglect of a bidder to receive or examine any of the Contract Documents shall in no way relieve it from any obligation with respect to its proposal or to the Contract. No claim for additional compensation will be allowed which is based upon a lack of knowledge of any Contract Documents.

3.0 INSPECTION OF SITE
Bidders are required to inspect the site of the work to satisfy themselves by personal examination or by such other means as they may prefer, of the location

Las Animas Park Pickleball Courts SECTION 00100
Project No. 26-PW-305 INSTRUCTIONS TO BIDDERS-4
of the proposed work, and of the actual conditions, including subsurface, of and at the site of work. If, during the course of its examination, a bidder finds facts or conditions which appear to be in conflict with the letter or spirit of the bidding documents, the Bidder may apply to the City, in writing, for additional information and explanation before submitting its bid.

Submission of a bid by the bidder shall constitute conclusive evidence that, if awarded the Contract, it has relied and is relying on its own examination of (1) the site of the work, (2) access to the site, (3) all other data and matters requisite to the fulfillment of the work and on its own knowledge of existing facilities on and in the vicinity of the site of the work to be constructed under the Contract, (4) the conditions to be encountered, (5) the character, quality and scope of the proposed work, (6) the quality and quantity of the materials to be furnished, and (7) the requirements of the bid, the plans, the specifications, and the other Contract Documents.

4.0 INTERPRETATION OF CONTRACT DOCUMENTS
No oral representations or interpretations will be made to any bidder as to the meaning of the Contract Documents. Requests for interpretation shall be submitted via e-mail by May 7, 2026 at 2:00 pm to:

[email protected] and
[email protected]
Requests to clarify the source of materials, equipment, suppliers or any other such matter which does not modify, change, increase, or decrease the scope of work requires no action by the City other than a response to the bidder requesting the clarification. Requests to clarify possible ambiguous or incomplete statements or designs, or any other such clarification which modifies, changes, increases or decreases the scope of work, requires issuance of an addendum by the City for the interpretation to become effective.

5.0 POSTPONEMENT OF OPENING
The City reserves the right to postpone the date and time for receiving and/or opening of bids at any time prior to the date and time established in the Invitation to Bid. Postponement notices shall be mailed to plan holders of record in the form of addenda.

6.0 OPENING OF BIDS
All bids, irrespective of any irregularities or informalities, if received on time, will be opened and publicly read aloud at the time and place set forth in the Invitation to Bid. Bidders, their representatives and other interested persons may be present at the opening and reading of bids.

Las Animas Park Pickleball Courts SECTION 00100
Project No. 26-PW-305 INSTRUCTIONS TO BIDDERS-5
Any bids received after the time for receiving and opening bids as set forth in the Invitation to Bid or as postponed by addenda will be considered non-responsive and will not be opened. Any such bids will be returned unopened to the Bidder.

The public reading of each bid will include at least the following:

A. Name and address of bidders.

B. The total amount of bid.

C. The nature and amount of the security furnished with the bid.

7.0 PREPARATION OF BID FORMS
Bids shall be made on the blank forms in this manual and must be submitted at the time and place stated in the Invitation to Bid. All blanks in the bid forms must be appropriately filled in, either in ink or typed, and all prices must be stated in figures.

All bids must be submitted in sealed envelopes bearing on the outside the name of the bidder, its address, and the name of the project for which the bid is submitted. It is the sole responsibility of the bidder to see that its bid is received in proper time. Any bid received after the scheduled closing time for receipt of bids will be returned to the bidder unopened. City shall not be responsible for errors or omissions in the bid. Bidders shall write their names on each bid form at the space provided.

8.0 BIDDER’S SIGNATURE AND AUTHORITY
If the bid is made by an individual, his/her name, signature, and post office address must be shown; if made by a firm or partnership, the name and post office address of the firm or partnership, a list of the partners, and the signature of at least one of the general partners must be shown; if made by a corporation, the bid shall show the name of the state under the laws of which the corporation is chartered, the name and post office address of the corporation, and the title of the person who signs on behalf of the corporation. If the corporation makes the bid, a certified copy of the bylaws or resolution of the Board of Directors of the corporation shall be furnished showing the authority of the officer signing the bid to execute Contracts on behalf of the corporation. If the bid is made by a joint venture, a representative of one of the joint venture firms shall sign the bid. Additionally, the bid shall include a copy of the resolution or agreement empowering the representative to execute the bid and bind the joint venture.

9.0 ERASURES AND CORRECTIONS
The bid submitted must not contain any erasure, interlineation, or other corrections unless each such correction is suitably authenticated by affixing in the margin immediately opposite the correction the signature or signatures of the person or persons submitting the bid.

Las Animas Park Pickleball Courts SECTION 00100
Project No. 26-PW-305 INSTRUCTIONS TO BIDDERS-6

10.0 BID IRREGULARITIES
Changes in or additions to the bid form, recapitulations of the work bid upon, alternative bids, or any other modifications of the bid form which are not specifically called for in the Contract Documents may result in rejection of the bid by the City, as not being responsive to the Invitation to Bid. No oral or telephonic modification of any bid submitted will be considered.

11.0 MODIFICATION OF BID
On written request filed with the City, a bid already received may be modified or withdrawn at any time prior to the time established for receiving bids. The request must be executed by the bidder or its authorized representative as described in Paragraph 00100-8.0, BIDDER’S SIGNATURE AND AUTHORITY. Modifications shall be made in writing, executed, and submitted in the same form and manner as the original bid. Withdrawal of a bid does not prejudice a bidder’s right to submit a new bid within the time designated for the submission of bids. No bid may be withdrawn after the time established for receiving bids except as provided in Paragraph 00100-12.0, WITHDRAWAL OF BIDS.

12.0 WITHDRAWAL OF BIDS
In accordance with Public Contract Code 5103, within five days after the opening of bids, a bidder may withdraw its bid providing the bidder can establish to the City’s satisfaction that a mistake was made in preparing the bid. A bidder desiring to withdraw shall give written notice to the City, specifying, in detail, how the mistake occurred and how the mistake made the bid materially different than it was intended to be. Withdrawal will not be permitted for mistakes resulting from errors in judgment or carelessness in inspecting the site of the work or in reading the Contract Documents.

13.0 ADDENDA
Addenda issued during the time of bidding shall become a part of the documents furnished bidders for the preparation of bids, shall be covered in the bids, and shall be made a part of the Contract. Each bid shall include specific acknowledgement in the space provided of receipt of all Addenda issued during the bidding period.

Failure to so acknowledge may result in the bid being rejected as not responsive.

Failure of any bidder to receive such Addenda shall not be grounds for noncompliance with the terms of the instructions.

14.0 BID PRICES
Bid prices shall include everything necessary for the completion of the work including but not limited to providing the materials, equipment, tools, plant and other facilities, and the management, superintendence, labor and services. Bid prices shall include allowance for all federal, state and local taxes.