King City City Council
September 23, 2025

City Council Special Meeting
September 9, 2025

1.__CALL TO ORDER:

Special Meeting called to order at 6:00pm by Mayor LeBarre.

2.__ROLL CALL:

City Council: Mayor Mike LeBarre, Mayor Pro Tem Carlos DeLeon, Council member Carlos Victoria, Council members Oscar Avalos, Council members Robert Cullen City Staff: City Manager Steve Adams, City Attorney Roy Santos

3. CLOSED SESSION
A. Conference with Legal Counsel Regarding Initiating Litigation Pursuant to Government Code Section 54956.9(d)(4).

Cases: One (1)
ADJOURNMENT:

Mayor LeBarre adjourned the meeting at 9:00p.m.

Approved Signatures:

Mayor Mike LeBarre City Clerk, Erica Sonne
City of King City of King
9(D)
Item No. 9 (E)

REPORT TO THE CITY COUNCIL
DATE: SEPTEMBER 23, 2025
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: DOREEN LIBERTO, AICP, COMMUNITY DEVELOPMENT

DIRECTOR
RE: CONSIDERATION OF AN ORDINANCE AMENDING

TEMPORARY USE PERMIT REQUIREMENTS
RECOMMENDATION:

It is recommended the City Council waive the second reading by title only and adopt Ordinance No. 2025-836 amending provisions of Chapter 7.60 of Title 7 of the King City Municipal Code pertaining to temporary use Permit requirements.

BACKGROUND:

At the September 24, 2024 meeting, staff presented a summary of issues and recommendations involving food trucks in response to inquiries that have been received. One of the issues identified is that the City allows food trucks on a temporary basis with a temporary use permit (TUP), but the requirements are not clearly identified in the Municipal Code. Therefore, staff were directed to prepare an Ordinance that would more clearly establish standard requirements. The Ordinance was presented to and introduced by the City Council at the September 9, 2025 meeting.

DISCUSSION:

The proposed Ordinance will amend the TUP Ordinance to set forth the process, locations allowed, time allowed for operation, and the number of days operation is allowed. Staff have not received additional inquiries or experienced other issues since the discussion with City Council
COST ANALYSIS:

There are no costs associated with staff’s recommendation.

ORDINANCE NO. 2025-837

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
KING, CALIFORNIA, AMENDING CHAPTER 7.60 OF TITLE 7 OF

THE KING CITY MUNICIPAL CODE, TEMPORARY USE AND

SPECIAL EVENT PERMITS
WHEREAS, the City of King (“City”) is authorized by the California Constitution, Article XI, Section 7 to make and enforce within its limits all local, police, sanitary, and other ordinances and regulations not in conflict with general laws; and
WHEREAS, the City of King establishes regulations regarding a temporary use permit (TUP) and special event permit (SEP) to regulate those uses and activities of a temporary nature that may affect the public peace, health, safety, and general welfare; and WHEREAS, issues have been identified involving use of food trucks that require clarification.

NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF KING FINDS AND ORDAINS AS FOLLOWS:

SECTION 1. The above recitals are all true and correct and are hereby adopted as findings.

SECTION 2. The Ordinance is exempt from the California Environmental Quality Act (“CEQA”) because it can be seen with certainty that there is no possibility that it will have a significant effect on the environment. (CEQA Guidelines § 15061(b)(3).) Further, the adoption and implementation of this Ordinance is not a project, as defined in CEQA Guidelines section 15378, because it has no potential for resulting in physical change to the environment, either directly or indirectly, and is therefore not subject to environmental review under CEQA pursuant to CEQA Guidelines section 15060(c)(3).

SECTION 3. The Sub-Section of Chapter 7.60, Section 7.60.020 of the King City Municipal code is hereby amended to read as follows; all other portions of Chapter 7.60 remain in full force and effect.

Section 7.60.020. Definitions
The following definitions shall apply to this chapter:
“Applicant” means any person, firm, association, corporation, organization, club or ad hoc committee who or which seeks a temporary use permit from the city through the community development director, or a special event permit from the city, through the chief of police, to conduct or sponsor events governed by this chapter. An applicant must be eighteen years of age or older.

The applicant shall be the individual who is directly responsible for organizing and/or conducting the temporary use or special event and/or the facility manager. -2-
“Assembly” means any meeting, demonstration, picket line, rally, gathering, or group of one hundred or more persons, animals, or vehicles, or a combination thereof, having a common purpose, design, or goal, upon any public street, sidewalk, alley, park, or other public place, which assembly substantially inhibits the usual flow of pedestrian or vehicular travel or which occupies any public area, other than a parade, as defined in this section.
“Bounce house” means temporary inflatable structures, buildings and similar items, such as inflatable trampolines, inflatable waterslides, bouncy houses, bouncy castles, moon bounce, and moonwalks.
“Chief building official” means the building and safety director or designee. “Chief of police” means the police chief or designee.
“Circus” means any transient, travelling, or transportable show or exhibition where a variety of performances by acrobats, clowns, and/or trained animals and restricted animals are a substantial attraction or principle business.
“City clerk” means the city clerk of the city or designee. “City manager” means the city manager of the city or authorized deputy or designee. “Commercial filming use” means and includes all activity attendant to staging or shooting commercial motion pictures, television programs, or commercials. “Community development director” means the community development director or designee. “Entertainment” means providing to the public food and/or beverages; live or recorded music; dancing; mechanical, animal or carnival rides; games of chance; performances and/or plays; animal or restricted animal performances; audiovisual presentations; amplified sound; competitive or sporting events; and/or promotional events.
“Event” means uses subject to either a temporary use permit or special event permit. “Event sponsor” means any person, entity, business, or group who operates or conducts, or shares in the revenue of, an event subject to this chapter.
“Extraordinary police services” means responsive police services which are in addition to and in excess of the normal police services provided to the facility or off-site as a direct result of the event at the facility.
“Facility” means the building, room, location or place where the special event is to take place. “Farmers market” or “seasonal sale of agricultural goods” means certified farmers’ markets as California agricultural point of sale locations for the purposes of California Food and Agricultural Code Section 47004(a) as may be amended. Generally, this is a multi-stall market location where certified California farmers sell fresh products that they have grown and harvested themselves -3-
directly to consumers who intend to consume the products. It may also include meat and dairy products.
“Fee” means the nonrefundable fee to be paid by the permit applicant at the time the application is filed for a temporary use permit or special event permit per a fee schedule approved by the city council addressing the actual costs of processing the applications. “Food cart” means a mobile kitchen that is set up on the street to facilitate the sale and marketing of street food to people from local pedestrian traffic. “Manufactured home” means a structure, transportable in one or more sections, which is built on a permanent chassis and is designed for use with or without a permanent foundation when connected to the required utilities.
“Open air market” means any outdoor place, in an approved location, or for an approved activity where new or used goods or secondhand personal property is offered for sale or exchange to the general public by a multitude of individual licensed vendors, usually in compartmentalized spaces.

The “open air market” is interchangeable with and applicable to: swap meet, flea markets, auctions, or other similarly named or labeled activities; but the term does not include farmers markets, supermarket or department store retail operations.
“Open to the public” means an event not limited to invitees and otherwise open to any member of the public with or without an admission fee or charge.
“Parade” means any march, demonstration, procession, motorcade, or promenade consisting of persons, animals, or vehicles, or a combination thereof, having a common purpose, design, destination, or goal, upon any public place, which parade, march, demonstration, procession, motorcade, or promenade does not comply with normal and usual traffic regulations or control. “Public benefit” means if the nonprofit provides a benefit to the public generally, or a sufficient section of the public, of a type acceptable to the city to promote public health, safety or welfare. “Push cart” means any of the various types of wheeled light cart to be pushed by hand, as one used by street vendors.
“Recreational vehicle” means a vehicle which is: (1) built on a single chassis; (2) four hundred square feet or less when measured at the largest horizontal projection; (3) designed to be selfpropelled or permanently towable by a light-duty truck; and (4) designed primarily not for use as a permanent dwelling but as temporary living quarters for recreational, camping, travel, or seasonal use.
“Responsible party” means, for the purpose of determining liability for damage to city or public facilities as a result of a special event and liability for the cost of extraordinary police services, any person or entity (including those who caused the damage, as well as those acting in a supervisory capacity or hosting the event including applicant(s), event sponsor(s), and/or promoter(s) and/or facility operator(s) and their respective designees) responsible for creating, causing, committing, or contributing to said damage.
-4-
“Restricted animal” means those animals listed in Fish and Game Code Section 2119 and Title 14, California Code of Regulations Section 671 et seq. “Security officer” means a state-licensed uniform security guard, or off-duty law enforcement. “Sidewalk sales” means a retail event in which a group of four or more merchants within a defined business district is allowed to display merchandise for sale outside of the merchants’ places of business during normal business hours.
“Small photography shoot” means the act of taking photos where: (1) three or fewer persons are engaged in the staging or shooting of photographs or operating the photography equipment, not including the subjects of the shoot; (2) the photographer uses no more than three pieces of photography equipment; (3) the photography equipment used is of a size and weight that each piece can be carried by one person; and (4) the entire production is finished in one calendar day. “Special event” means an event sponsored by any person, entity, business or group including at any special event venue or public right-of-way within the city and open to the public. “Temporary food trucks” mean a large vehicle equipped with facilities for cooking and selling of food.
“Temporary portable storage container” means any temporary structure that is a reusable, enclosed, or open vessel, cargo container or truck trailer which is used for the storage of freight, articles, goods, solid waste, personal belongings, commodities, or similar uses, including metal cargo containers, steel cargo containers, shipping containers, freight containers, portable storage containers, ISO containers, cargo boxes or sea vans.
“Temporary use” means temporary utilization of property for a special, unique or limited duration not otherwise either authorized by this code or permits granted for uses normally operated on that property.

SECTION 4. The Sub-Section of Chapter 7.60, Section 7.60.040 of the King City Municipal Code is hereby amended to read as follows; all other portions of Chapter 7.60 remain in full force and effect:

Section 7.60.040. Uses requiring temporary use permit.
(a) Temporary Use Permit Required. A temporary use permit shall be required for any temporary use(s) not expressly exempt pursuant to this chapter or which are specifically authorized by this code.
(b) Temporary Assembly (e.g., Circuses, Carnivals, Rodeos, Open Air Market). Temporary assemblies shall require a temporary use permit. Those temporary assemblies that are traveling amusements shall be limited to not more than fifteen days, or more than three weekends, of operation in any one-hundred-eighty-day period. If adjacent to residential uses, issues such as noise and traffic shall be evaluated to determine incompatible impacts on a residential neighborhood. If incompatible impacts are identified which cannot be resolved, the application may be denied.
-5-
Adequate provisions for traffic circulation, off-street parking and pedestrian safety shall be provided to the satisfaction of the community development director including accommodations for deliveries and employee parking. Restroom facilities shall be provided.

All lighting for temporary assemblies shall be directed away from adjacent properties and public rights-of-way. Noise attenuation for generators and carnival rides shall be provided to the satisfaction of the community development director and be consistent with the city’s noise standards. All food preparation areas shall be inspected by the Monterey County Health Department and obtain an active permit prior to operating the event. (c) Temporary Food Trucks. Temporary food trucks shall apply for a temporary use permit.

Food trucks shall be parked on private property from which operators sell prepared food and beverages to the public (hereafter “food trucks”) shall comply with the following conditions and requirements:
(1) Property Owner Consent. A signed letter shall be submitted with the temporary use permit application from the property owner allowing the location of a temporary food truck.
(2) Approval Restrictions. Temporary food trucks are allowed at a single location for up to 180 days per calendar year with an additional 180 days extension, which must be approved by the community development director. A request for extension beyond the 180 days must be submitted to the community development department at least thirty (30) days prior to expiration of the 180 days. Food trucks are allowed to operate a maximum of two days a week. Food trucks shall not operate for more than five (5) hours per site per day.
(3) Each business is allowed one temporary use permit. After the approved temporary use permit expires, food trucks cannot relocated to another area and ask for a new temporary use permit.
(4) Food trucks shall only operate between the hours of 11:00 a.m. and 9:00 p.m. (5) Registration. Food trucks shall be registered with the California Department of Motor Vehicles and shall be permitted by the Monterey County Environmental Health Division, and operators shall possess a valid City of King business license and food vendors permit.
(6) Locations. Food trucks shall be permitted only in commercial zoning districts. Food trucks shall be permitted only on developed sites with existing occupied or unoccupied buildings permitted for commercial, industrial or public and semipublic uses. Food truck operations, including seating areas but excluding customer parking, shall not utilize more than ten (10%) percent of on-site parking spaces. (7) Rubbish. Food trucks shall maintain trash receptacles on-site and pick up any trash left on-site prior to ceasing daily operations.

SECTION 4: EFFECTIVE DATE.
-6-
This Ordinance shall take effect and be in full force and effect from and after thirty (30) calendar days after its final passage and adoption. Within fifteen (15) calendar days after its adoption, the Ordinance, or a summary of the Ordinance, shall be published once in a newspaper of general circulation.

I HEREBY CERTIFY that the foregoing Ordinance was introduced by the City Council after waiving reading, except by Title, at a regular meeting thereof held on the _____ day of _________________ 2025, and adopted the Ordinance after the second reading at a regular meeting held on the ____ day of _______________ 2025, by the following roll call vote:

AYES:

NOES:

ABSTAIN:

ABSENT:

ATTEST
ERICA SONNE, City Clerk

CITY OF KING
By:

MIKE LEBARRE, Mayor
APPROVED AS TO FORM:

By:

ROY C. SANTOS, City Attorney
Aleshire & Wynder, LLP
I, ______________________________, City Clerk of the City of King, California, DO HEREBY CERTIFY that the foregoing is a true and accurate copy of the Ordinance passed and adopted by the City Council of the City of King on the date and by the vote indicated herein.

Item No. 9(F)

REPORT TO THE CITY COUNCIL
DATE: SEPTEMBER 23, 2025
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: ROBERT MASTERSON, CHIEF OF POLICE
RE: CONSIDERATION OF ACCEPTANCE OF OFFICE OF TRAFFIC

SAFETY SELECTIVE TRAFFIC ENFORCEMENT PROGRAM
GRANT
RECOMMENDATION:

It is recommended the City Council: 1) adopt a Resolution authorizing the Chief of Police to accept the Selective Traffic Enforcement Program "(STEP)" grant and enter into the grant agreement and any amendments with the California Office of Traffic Safety (OTS); and 2) appropriate the funds to the FY 2025-26 budget.

BACKGROUND:

In 2024, the King City Police Department (KCPD) took a total of eighty-five traffic collision reports, which was a decrease from 2023 when KCPD took a total of ninety-one traffic collision reports. While there was a decrease in the total number of traffic collision reports year to year, 2023 also saw a decrease in the number of traffic collision reports involving injury and collision reports citing alcohol as a factor.

In 2024, KCPD took a total of twenty-four traffic collision reports with twenty-eight people reporting injuries, a decrease from 2023 when KCPD took twenty-seven traffic collision reports with thirty-nine people reporting injuries. Additionally, in 2024, KCPD took nineteen traffic collision reports where alcohol was cited as a factor, an increase from 2023 when KCPD took eighteen traffic collision reports where alcohol was cited as a factor.

In 2024, the King City Police Department made forty-two arrests for driving under the influence of alcohol (DUI), an increase from the forty-one KCPD made in 2023.

CITY COUNCIL

CONSIDERATION OF ACCPETANCE OF OFFICE OF TRAFFIC SAFETY

STEP GRANT
OCTOBER 23, 2025
PAGE 2 OF 3
The decrease in traffic collisions with reported injuries and traffic collisions citing alcohol as a factor are an improvement, but there is still more room for improvement. KCPD makes traffic enforcement a priority in our jurisdiction.

However, due to ongoing staffing issues, the traffic enforcement program has not been as robust as desired. KCPD is striving to be fully staffed and more prepared to address traffic complaints and traffic-related issues. In years prior, KCPD was awarded a STEP grant which was utilized to provide advanced training to our officers in the field of DUI enforcement and conduct DUI and traffic enforcement specific operations. This will continue with funds provided by this STEP grant.

With a continued partnership between KCPD and OTS, we will provide extra enforcement efforts and training to our officers, which will assist us in our efforts to make our city safer for everyone.

DISCUSSION:

The STEP grant focuses on a comprehensive approach to enforce and encourage compliance with seat belt use, impaired driving, speed limit, and other traffic laws. Education and enforcement are two very important components of collision reduction. The acceptance of the STEP grant will allow the King City Police Department to bolster its enforcement and education efforts in all of the problem areas mentioned.

The grant award for $75,000 will allow KCPD to perform overtime operations related to DUI checkpoints and saturation patrols, as well as traffic enforcement operations linked to distracted driving and primary collision factors. These comprehensive programs have a long-lasting impact in reducing both fatal and injury collisions. The grant will also fund expenses related to training personnel to identifying persons driving under the influence of alcohol and/or drugs.

The City has previously been awarded an OTS grant and has successfully managed the award activities. Staff urges the Council to accept the STEP grant in the amount of $65,000 and approve the budget amendment to use these funds for the approved activities.

COST ANALYSIS:

The OTS STEP grant is in the amount of $75,000 for the period of October 1, 2025 through September 30, 2026. The total cost of this project will not exceed $75,000. Grant revenues will be deposited into a specified budget code to directly offset expenditure. This grant will fund overtime, benefits, equipment, training costs, and reduce additional General Fund expenditures resulting in a zero net difference to the approved budget.

RESOLUTION NO. 2025-5061

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF KING ACCEPTING AN OFFICE

OF TRAFFIC SAFETY (OTS) SELECTIVE TRAFFIC ENFORCEMENT PROGAM (STEP) GRANT
WHEREAS, the City of King (“City”) is committed to providing for the health and welfare of its community and providing educational outreach and enforcement of laws related to vehicular and traffic safety; and
WHEREAS, the City was awarded a one-year Office of Traffic Safety, Selective Traffic Enforcement Program (“STEP”) Grant in the amount of $75,000 on October 1, 2025, as outlined in Exhibit 1; and
WHEREAS, the City is in need of supplemental funding to support its efforts in providing increased education and enforcement of traffic laws and safety enforcement and education; and WHEREAS, the City will accept the grant funds awarded by the Office of Traffic Safety in its August 20, 2025 email to the City.

NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of King does herby authorize and resolve as follows:

1. Approved the acceptance of the Office of Traffic Safety STEP Grant; and

2. Certifies that said applicant will expend grant funds per the grant requirements; and

3. Appoints the City manager or a designee, to execute and submit all documents including, but not limited to, agreements, amendments, payment requests and so on, which may be necessary for the completion of the project.

PASSED AND ADOPTED at a regular meeting of the City Council on October 23, 2025, by the following vote:

AYES:

NAYS:

ABSENT:

ABSTAIN:
_____________________________
Mike LeBarre, Mayor
ATTEST:
_________________________________
Erica Sonne, City Clerk
APPROVED AS TO FORM:
__________________________________
Roy Santos, City Attorney
EXHIBIT 1
September 26, 2023
8/20/2025 9:39:17 AM Page 1 of 19
State of California – Office of Traffic Safety

GRANT AGREEMENT

GRANT NUMBER
PT26139

1. GRANT TITLE
Selective Traffic Enforcement Program (STEP)

2. NAME OF AGENCY 3. Grant Period
King City Police Department From:

To:
10/01/2025
09/30/2026 4. AGENCY UNIT TO ADMINISTER GRANT
King City Police Department

5. GRANT DESCRIPTION
Best practice strategies will be conducted to reduce the number of persons killed and injured in crashes involving alcohol and other primary crash factors. The funded strategies may include impaired driving enforcement, enforcement operations focusing on primary crash factors, distracted driving, night-time seat belt enforcement, special enforcement operations encouraging motorcycle safety, enforcement and public awareness in areas with a high number of bicycle and pedestrian crashes, and educational programs. These strategies are designed to earn media attention thus enhancing the overall deterrent effect. In addition, the department will participate in community collaboration and engagement activities to engage in conversations regarding traffic safety with community members.

6. Federal Funds Allocated Under This Agreement Shall Not Exceed:

Allocation is contingent upon availability of federal funds. $75,000.00

7. TERMS AND CONDITIONS: The parties agree to comply with the terms and conditions of the following which are by this reference made a part of the Agreement:
 Schedule A – Problem Statement, Goals and Objectives and Method of Procedure  Schedule B – Detailed Budget Estimate and Sub-Budget Estimate (if applicable)  Schedule B-1 – Budget Narrative and Sub-Budget Narrative (if applicable)  Exhibit A – Certifications and Assurances
 Exhibit B* – OTS Grant Program Manual
 Exhibit C – Grant Electronic Management System (GEMS) Access *Items shown with an asterisk (*), are hereby incorporated by reference and made a part of this agreement as if attached hereto. These documents can be viewed at the OTS home web page under Grants: www.ots.ca.gov.

We, the officials named below, hereby swear under penalty of perjury under the laws of the State of California that we are duly authorized to legally bind the Grant recipient to the above described Grant terms and conditions.

IN WITNESS WHEREOF, this Agreement has been executed by the parties hereto.

8. Approval Signatures
A. GRANT DIRECTOR B. AUTHORIZING OFFICIAL
NAME:

TITLE:

EMAIL:

PHONE:

ADDRESS:

Anthony Shaw
Sergeant
[email protected]
(831) 386-5996
415 Bassett Street
King City, CA 93930
NAME:

TITLE:

EMAIL:

PHONE:

ADDRESS:

Steve Adams
City Manager
[email protected]
(831) 386-5917
212 South Vanderhurst Avenue
King City, CA 93930
(Signature) (Date) (Signature) (Date)
C. FISCAL OFFICIAL D. AUTHORIZING OFFICIAL OF OFFICE OF TRAFFIC SAFETY NAME:

TITLE:

EMAIL:

PHONE:

ADDRESS:

Mike Howard
Finance Director
[email protected]
(831) 674-5562
212 N. Vanderhurst
King City, CA 93930
NAME:

TITLE:

EMAIL:

PHONE:

ADDRESS:

Stephanie Dougherty
Director
[email protected]
(916) 509-3030
2208 Kausen Drive Suite 300
Sacramento, CA 95758
(Signature) (Date) (Signature) (Date)
8/20/2025 9:39:17 AM Page 2 of 19

10. PROJECTED EXPENDITURES
FUND CFDA ITEM/APPROPRIATION F.Y. CHAPTER STATUTE PROJECTED

EXPENDITURES

AGREEMENT
TOTAL $75,000.00

AMOUNT ENCUMBERED BY THIS DOCUMENT
I CERTIFY upon my own personal knowledge that the budgeted funds for the current budget year are available for the period and purpose of the expenditure stated above.
$75,000.00

PRIOR AMOUNT ENCUMBERED FOR THIS

AGREEMENT
$ 0.00
OTS ACCOUNTING OFFICER’S SIGNATURE DATE SIGNED TOTAL AMOUNT ENCUMBERED TO DATE $75,000.00
E. ACCOUNTING OFFICER OF OFFICE OF TRAFFIC SAFETY 9. SAM INFORMATION NAME: Carolyn Vu SAM #:

REGISTERED
ADDRESS:

CITY:

ZIP+4:

V1ZFGBFWF7H9
212 S. Vanderhurst Avenue
King City
93930
ADDRESS: 2208 Kausen Drive, Suite 300
Elk Grove, CA 95758
8/20/2025 9:39:17 AM Page 3 of 19
State of California – Office of Traffic Safety

GRANT AGREEMENT
Schedule A

GRANT NUMBER
PT26139

1. PROBLEM STATEMENT
Describe the city, county, or jurisdiction this grant will impact.

The King City Police Department (PD) provides law enforcement services for the City of King, which has a population of approximately 14,105 residents. Located in southern Monterey County within the Salinas Valley of California's Central Coast along US 101, King City covers just under 4 square miles. The city features a high school, five public elementary and middle schools, a major hospital, a golf course, and a municipal airport. Surrounded by agricultural land, King City hosts four migrant camps that accommodate seasonal workers. As a key stopping point for travelers along US 101, the city offers a variety of small, locally owned stores, restaurants, and numerous gas stations near the highway exits.

In addition to the six public schools in King City, there is an Aviation School, along with several preschools, co-ops, and private schools that attract students from neighboring areas. This influx of students increases traffic volume during the morning and creates a heavy afternoon commute. Consequently, there is significant pedestrian and bicycle activity within our community. On weekends, King City sees many out-of-town travelers stopping for food, gas, and hotel accommodations on their way home.

Since 2018, King City PD has experienced an increase in injury traffic crashes, although this declined in 2024. That year, there were 24 injury crashes resulting in 28 injuries. The highest number of injury crashes occurred in 2023, with 32 incidents leading to 49 injuries. This represented an increase from 2022, which had 27 injury crashes and 39 injuries. In 2024, King City PD made 42 DUI arrests and reported 19 alcoholrelated crashes, an increase from 2023, which saw 41 DUI arrests and 18 alcohol-related crashes. In 2024, King City PD filed 85 total crash reports, down from 91 in 2023 and 124 in 2022, indicating a 31% decrease in total crash reports when compared to 2022.

Despite prioritizing traffic enforcement and DUI checks, King City PD continues to face ongoing challenges with traffic crashes in the area. Speeding vehicles remain a significant issue, primarily due to the number of vehicles passing through King City enroute to other destinations in the Central Valley. The presence of a large agricultural community also contributes to commercial trucks traveling within the city, which can lead to impatient drivers attempting to pass in prohibited areas. Additionally, advancements in vehicle technology have made cars faster, and some drivers exploit these capabilities by speeding through town. To address these issues, officers are trained to use radar equipment to enforce speed limits on newly surveyed roads.

While King City PD prioritizes traffic enforcement, traffic complaints and concerns continue to be the top issue facing the department. The PD is actively recruiting new officers to replace those who have left for other agencies. To strengthen traffic enforcement efforts, the department expanded its training program to include Standardized Field Sobriety Testing, radar, and lidar techniques during the Field Training Program.

This initiative ensures that traffic enforcement remains a focus for all officers. The department developed and implemented a plan for uninterrupted enforcement, allowing officers to address the community's trafficrelated concerns more effectively.

Describe the problem(s) to be addressed, supported by current and relevant crash data. (most recent calendar year data/stats).

Since 2018, King City PD has experienced an increase in injury traffic crashes; however, there was a decrease in 2024. In that year, there were 24 injury traffic crashes resulting in 28 people being injured. The highest number of injury traffic crashes occurred in 2023, with 32 incidents resulting in 49 injuries. This was an increase from 2022, which had 27 injury crashes and 39 people injured. In 2024, King City PD made 42 DUI arrests and reported 19 alcohol-related crashes, which represents an increase from 2023, where there were 41 DUI arrests and 18 alcohol-related crashes. In total, King City PD took 85 crash reports in 2024, a decrease from 91 reports in 2023, which had also decreased from 124 reports in 2022.

This marks a 31% decrease in total crash reports compared to 2022. While King City PD prioritizes traffic enforcement and DUI enforcement within the community, we continue to see a significant number of traffic 8/20/2025 9:39:17 AM Page 4 of 19
crashes throughout the town. Speeding remains a prominent issue, exacerbated by the volume of vehicles traveling through the city to reach other areas in California's Central Valley. Additionally, our large agricultural community sees many commercial vehicles on the roads, which can lead to impatience among drivers attempting to pass in areas where it is not permitted. The increasing capabilities of vehicle technology are allowing cars to reach higher speeds, and some drivers are exploiting this by speeding through the city. To address the speeding concerns, officers receive training to utilize radar on recently surveyed roads.

The King City PD's makes traffic enforcement a priority; however, traffic complaints and concerns continue to be the number one issue facing our department. We are actively hiring new officers to fill vacancies left by those who have moved to other agencies. The department has expanded its training program, which includes instruction on SFST, radar, and lidar for all officers during their Field Training Program, to ensure that traffic enforcement remains a focal point. King City PD has developed and implemented a plan for uninterrupted enforcement, which enables our officers to effectively address our community's traffic-related issues. Through a continued partnership between King City PD and OTS, we can enhance our enforcement efforts and training for officers, ultimately making our city safer for everyone.

Define the target population the grant intends to serve and how they are affected by the problem(s).

The City of King has a population of approximately 14,105 residents and spans just under 4 square miles. It features a high school, five public elementary schools, a major hospital, a golf course, and a municipal airport. King is surrounded by agricultural land and has four migrant camps that provide housing for migrant workers. As a stopping point for travelers along US 101, the City of King offers various small locally-owned shops and restaurants, along with numerous gas stations conveniently located near the highway exits.

In addition to the six public schools, the City of King is home to an aviation school. There are also several preschools, co-ops, and private schools that attract students from neighboring cities, which contribute to increased traffic volume during the morning and heavy congestion in the afternoon. This leads to high levels of pedestrian and bicycle activity in our community. Furthermore, the City of King experiences an influx of out-of-town travelers on weekends, as they stop for food, gas, and accommodations on their way home.

The King City PD is committed to making roadways safer for community members and commuters alike. Our partnership with the Office of Traffic Safety (OTS) is vital for conducting targeted traffic enforcement operations and continued training efforts that will support our ongoing efforts to reduce traffic injuries and fatalities. This partnership also bolsters the City’s investment in the safety and mobility of its residents and workforce. With support from the OTS, King City PD will have the opportunity to continue focused traffic enforcement and implement strategies designed to enhance safety for everyone in our community.

2. PERFORMANCE MEASURES
A. Goals:

1. Reduce the number of persons killed in traffic crashes.

2. Reduce the number of persons injured in traffic crashes.

3. Reduce the number of pedestrians killed in traffic crashes.

4. Reduce the number of pedestrians injured in traffic crashes.

5. Reduce the number of bicyclists killed in traffic crashes.

6. Reduce the number of bicyclists injured in traffic crashes.

7. Reduce the number of persons killed in alcohol-involved crashes.

8. Reduce the number of persons injured in alcohol-involved crashes.

9. Reduce the number of persons killed in drug-involved crashes.

10. Reduce the number of persons injured in drug-involved crashes.

11. Reduce the number of persons killed in alcohol/drug combo-involved crashes.

12. Reduce the number of persons injured in alcohol/drug combo-involved crashes.

13. Reduce the number of motorcyclists killed in traffic crashes.

14. Reduce the number of motorcyclists injured in traffic crashes.

15. Reduce hit & run fatal crashes.

16. Reduce hit & run injury crashes.

17. Reduce nighttime (2100 - 0259 hours) fatal crashes. 8/20/2025 9:39:17 AM Page 5 of 19

18. Reduce nighttime (2100 - 0259 hours) injury crashes.

B. Objectives: Target Number

1. Issue a news release announcing the kick-off of the grant by December 31st. The kick-off news releases and media advisories, alerts, and materials must be emailed to the OTS Public Information Officer at [email protected], and copied to your OTS Coordinator, for approval 7 days prior to the issuance date of the release.
1 2. Participate and report data (as required) in the following campaigns; Quarter 1:

National Pedestrian Safety Month, National Walk to School Day, National Teen Driver Safety Week, NHTSA Winter Mobilization; Quarter 3: National Distracted Driving Awareness Month, National Motorcycle Safety Month, National Bicycle Safety Month, National Click it or Ticket Mobilization; Quarter 4: National Speed Prevention Campaigns, NHTSA Summer Mobilization, National Child Passenger Safety Week, and California's Pedestrian Safety Month.
12 3. Develop (by December 31) and/or maintain a “DUI BOLO” program to notify patrol and traffic officers to be on the lookout for identified repeat DUI offenders with a suspended or revoked license as a result of DUI convictions. Updated DUI BOLOs should be distributed to patrol and traffic officers monthly. 12 4. Send law enforcement personnel to the NHTSA Standardized Field Sobriety Testing (SFST) (minimum 16 hours) POST-certified training. 3 5. Send law enforcement personnel to the NHTSA Advanced Roadside Impaired Driving Enforcement (ARIDE) 16 hour POST-certified training. 4 6. Send law enforcement personnel to the DRE Recertification training. 2

7. Conduct DUI/DL Checkpoints. A minimum of 1 checkpoint should be conducted during the NHTSA Winter Mobilization and 1 during the Summer Mobilization. To enhance the overall deterrent effect and promote high visibility, it is recommended the grantee issue an advance press release and conduct social media activity for each checkpoint. For combination DUI/DL checkpoints, departments should issue press releases that mention DL's will be checked at the DUI/DL checkpoint. Signs for DUI/DL checkpoints should read "DUI/Driver's License Checkpoint Ahead." OTS does not fund or support independent DL checkpoints. Only on an exception basis and with OTS pre-approval will OTS fund checkpoints that begin prior to 1800 hours. When possible, DUI/DL Checkpoint screeners should be DRE- or ARIDE-trained.
2 8. Conduct DUI Saturation Patrol operation(s). 10

9. Conduct Warrant Service operation(s) targeting multiple DUI offenders who fail to appear in court.
1 10. Conduct Traffic Enforcement operation(s), including but not limited to, primary crash factor violations.
4 11. Conduct highly publicized Distracted Driving enforcement operation(s) targeting drivers using hand held cell phones and texting.
6 12. Conduct highly publicized pedestrian and/or bicycle enforcement operation(s) in areas or during events with a high number of pedestrian and/or bicycle crashes resulting from violations made by pedestrians, bicyclists, and drivers. 1 13. Participate in highly visible collaborative DUI Enforcement operations. 2

14. Participate in highly visible collaborative Traffic Enforcement operations. 2

15. Send law enforcement personnel to DUI Checkpoint Planning and Management training.
1 16. Participate in community collaboration and engagement activities to engage in conversations regarding traffic safety to both share information and receive input from the community members.
5 3. METHOD OF PROCEDURE
A. Phase 1 – Program Preparation (1st Quarter of Grant Year)  The department will develop operational plans to implement the “best practice” strategies outlined in the objectives section.
 Conduct all training needed to implement the program, in the first quarter.  Purchase all grant related supplies and materials to implement the program, in the first quarter. 8/20/2025 9:39:17 AM Page 6 of 19
 Items with a unit cost of $5,000 more (including tax and shipping) must comply with Buy America.  In order to develop/maintain the “DUI BOLOs,” research will be conducted to identify the “worst of the worst” repeat DUI offenders with a suspended or revoked license as a result of DUI convictions. The DUI BOLO may include the driver’s name, last known address, DOB, description, current license status, and the number of times suspended or revoked for DUI. DUI BOLOs should be updated and distributed to traffic and patrol officers at least monthly.  Implementation of the STEP grant activities will be accomplished by deploying personnel at high crash locations.

Media Requirements
Issue a news release approved by the OTS PIO announcing the kick-off of the grant by December 31 and after the grant is signed and executed, but no sooner than October 1, the start of the grant year. The kick-off release must be approved by the OTS PIO. If you are unable to meet the December 31 deadline to issue a kick-off press release, communicate reasons to your OTS grant coordinator and OTS PIO.

B. Phase 2 – Program Operations (Throughout Grant Year) Media Requirements
The following requirements are for all grant-related activities:
 Send all media advisories, alerts, videos, graphics, artwork, posters, radio/PSA/video scripts, storyboards, digital and/or print educational materials for grant-related activities to the OTS PIO at [email protected] for approval and copy your OTS grant coordinator. Optimum lead time would be 7 days before the scheduled release but at least 3 business days prior to the scheduled release date for review and approval is appreciated.
 Send all PowerPoint presentations, online presentations and trainings for grant-related activities to the OTS PIO at [email protected] for approval and copy your OTS grant coordinator. Certified training courses are EXEMPT from the approval process.
 The OTS PIO is responsible for the approval of the design and content of materials. The agency understands OTS PIO approval is not authorizing approval of budget expenditure or cost. Any cost approvals must come from the OTS grant coordinator.  Pre-approval is not required when using any OTS-supplied template for media advisories, news releases, social media graphics, videos or posts, or any other OTS-supplied educational material.

However, copy the OTS PIO at [email protected] and your OTS grant coordinator when any material is distributed to the media and public, such as a news release, educational material, or link to social media post.
 If an OTS-supplied template, educational material, social media graphic, post or video is substantially changed, the changes shall be sent to the OTS PIO at [email protected] for approval and copy your OTS grant coordinator.
 News releases, social media posts and alerts on platforms such as NextDoor and Nixle reporting immediate and time-sensitive grant activities (e.g. enforcement operations, day of event highlights or announcements, event invites) are EXEMPT from the OTS PIO approval process.

The OTS PIO and your OTS grant coordinator should still be notified when the grant-related activity is happening (e.g. car seat checks, bicycle rodeos, community presentations, DUI checkpoints, etc.).
 Enforcement activities such as warrant and probation sweeps, court stings, etc. that are embargoed or could impact operations by publicizing in advance are EXEMPT from the PIO approval process. However, announcements and results of activities should still be copied to the OTS PIO at [email protected] and your OTS grant coordinator with the embargoed date and time or with “INTERNAL ONLY: DO NOT RELEASE” message in subject line of email.  Any earned or paid media campaigns for TV, radio, digital or social media that are part of a specific grant objective, using OTS grant funds, or designed and developed using contractual services by a subgrantee, requires prior approval.
 Social media posts highlighting state or national traffic safety campaigns (Distracted Driving Month, Motorcycle Safety Awareness Month, etc.), enforcement operations (DUI checkpoints, etc.), or any other grant-related activity such as Bicycle rodeos, presentations, or events, are highly encouraged but do not require prior approval.
 Submit a draft or rough-cut of all digital, printed, recorded or video material (brochures, posters, scripts, artwork, trailer graphics, digital graphics, social posts connected to an earned or paid 8/20/2025 9:39:17 AM Page 7 of 19
media campaign grant objective) to the OTS PIO at [email protected] and copy your OTS grant coordinator for approval prior to the production or duplication.  Use the following standard language in all press, media, and printed materials, space permitting:

Funding for this program was provided by a grant from the California Office of Traffic Safety, through the National Highway Traffic Safety Administration.  Space permitting, include the OTS logo on all grant-funded print materials, graphics and paid or earned social media campaign grant objective; consult the OTS PIO and copy your OTS grant coordinator for specifics, format-appropriate logos, or if space does not permit the use of the OTS logo.
 Email the OTS PIO at [email protected] and copy your OTS grant coordinator at least 21 days in advance, or when first confirmed, a short description of any significant grant-related traffic safety event or program, particularly events that are highly publicized beforehand with anticipated media coverage so OTS has sufficient notice to arrange for attendance and/or participation in the event.

If unable to attend, email the OTS PIO and coordinator brief highlights and/or results, including any media coverage (broadcast, digital, print) of event within 7 days following significant grantrelated event or program. Media and program highlights are to be reflected in QPRs.  Any news releases, work plans, scripts, storyboards, artwork, graphics, videos or any educational or informational materials that received OTS PIO approval in a prior grant year needs to be resubmitted for approval in the current grant year.
 For additional guidance, refer to the OTS Grants Materials Approval Process Guidelines and OTS Grants Media Approval Process FAQs on the OTS website.  Contact the OTS PIO or your OTS grant coordinator for consultation when changes from any of the above requirements might be warranted.

C. Phase 3 – Data Collection & Reporting (Throughout Grant Year)

1. Prepare and submit grant claim invoices (due January 30, April 30, July 30, and October 30)

2. Prepare and submit Quarterly Performance Reports (QPR) (due January 30, April 30, July 30, and October 30)
 Collect and report quarterly, appropriate data that supports the progress of goals and objectives.  Provide a brief list of activity conducted, procurement of grant-funded items, and significant media activities. Include status of grant-funded personnel, status of contracts, challenges, or special accomplishments.
 Provide a brief summary of quarterly accomplishments and explanations for objectives not completed or plans for upcoming activities.
 Collect, analyze and report statistical data relating to the grant goals and objectives.

4. METHOD OF EVALUATION
Using the data compiled during the grant, the Grant Director will complete the “Final Evaluation” section in the fourth/final Quarterly Performance Report (QPR). The Final Evaluation should provide a brief summary of the grant’s accomplishments, challenges and significant activities. This narrative should also include whether goals and objectives were met, exceeded, or an explanation of why objectives were not completed.

5. ADMINISTRATIVE SUPPORT
This program has full administrative support, and every effort will be made to continue the grant activities after grant conclusion.
8/20/2025 9:39:17 AM Page 8 of 19
State of California – Office of Traffic Safety

GRANT AGREEMENT
Schedule B

GRANT NUMBER
PT26139

FUND NUMBER CATALOG

NUMBER (CFDA)

FUND DESCRIPTION TOTAL AMOUNT
164AL-26 20.608 Minimum Penalties for Repeat
Offenders for Driving While
Intoxicated
$38,000.00
402PT-26 20.600 State and Community Highway
Safety
$20,000.00
405e DDL-26 20.616 Distracted Driving Laws $10,000.00
1906-26 20.611 Racial Profiling Prohibition Grants $7,000.00

COST CATEGORY FUND
NUMBER

UNIT COST OR
RATE

UNITS TOTAL COST TO
GRANT
A. PERSONNEL COSTS
Straight Time
$0.00
Overtime
DUI/DL Checkpoints 164AL-26 $5,500.00 2 $11,000.00
DUI Saturation Patrols 164AL-26 $1,775.00 10 $17,750.00 Warrant Service Operations 164AL-26 $2,000.00 1 $2,000.00 Collaborative DUI Enforcement 164AL-26 $1,775.00 2 $3,550.00 Benefits 164AL OT @ 1.45% 164AL-26 $34,300.00 1 $497.00 Traffic Enforcement 402PT-26 $1,600.00 4 $6,400.00
Pedestrian and Bicycle Enforcement 402PT-26 $1,600.00 1 $1,600.00 Collaborative Traffic Enforcement 402PT-26 $1,600.00 2 $3,200.00 Traffic Safety Educational Presentations 402PT-26 $500.00 2 $1,000.00 Benefit 402PT OT @ 1.45% 402PT-26 $12,200.00 1 $177.00
Distracted Driving Enforcement 405e DDL26$1,642.83 6 $9,857.00 Benefit 405e DDL OT @ 1.45% 405e DDL26$9,857.00 1 $143.00 Community Collaboration Engagement 1906-26 $575.00 5 $2,875.00 Benefits 1906 OT @ 1.45% 1906-26 $2,875.00 1 $42.00
Category Sub-Total $60,091.00
B. TRAVEL EXPENSES
In State Travel 402PT-26 $4,623.00 1 $4,623.00
$0.00
Category Sub-Total $4,623.00
C. CONTRACTUAL SERVICES
$0.00
Category Sub-Total $0.00
D. EQUIPMENT
$0.00
Category Sub-Total $0.00
E. OTHER DIRECT COSTS
DUI Checkpoint Supplies 164AL-26 $3,203.00 1 $3,203.00
Radar Device 402PT-26 $3,000.00 1 $3,000.00
Computer or Tablet 1906-26 $1,200.00 2 $2,400.00
8/20/2025 9:39:17 AM Page 9 of 19
Community Collaboration & Engagement
Educational Materials
1906-26 $1,683.00 1 $1,683.00
Category Sub-Total $10,286.00
F. INDIRECT COSTS
$0.00
Category Sub-Total $0.00
GRANT TOTAL $75,000.00
8/20/2025 9:39:17 AM Page 10 of 19
State of California – Office of Traffic Safety

GRANT AGREEMENT
Schedule B-1

GRANT NUMBER
PT26139

BUDGET NARRATIVE

PERSONNEL COSTS
DUI/DL Checkpoints - Overtime for grant funded law enforcement operations conducted by appropriate department personnel.

DUI Saturation Patrols - Overtime for grant funded law enforcement operations conducted by appropriate department personnel.

Warrant Service Operations - Overtime for grant funded Warrant Service Operations conducted by appropriate department personnel.

Collaborative DUI Enforcement - Overtime for grant funded Collaborative DUI Enforcement operations conducted by appropriate department personnel
Benefits 164AL OT @ 1.45% - Claimed amounts must reflect actual benefit costs for overtime hours charged to the grant.

Total Benefits:

Medicare 1.45%
Traffic Enforcement - Overtime for grant funded law enforcement operations conducted by appropriate department personnel.

Pedestrian and Bicycle Enforcement - Overtime for grant funded law enforcement operations conducted by appropriate department personnel.

Collaborative Traffic Enforcement - Overtime for grant funded Collaborative Traffic Enforcement operations conducted by appropriate department personnel
Traffic Safety Educational Presentations - Overtime for grant funded traffic safety educational presentations conducted by appropriate department personnel.

Benefit 402PT OT @ 1.45% - Claimed amounts must reflect actual benefit costs for overtime hours charged to the grant.

Total Benefits:

Medicare 1.45%
Distracted Driving Enforcement - Overtime for grant funded law enforcement operations conducted by appropriate department personnel.

Benefit 405e DDL OT @ 1.45% - Claimed amounts must reflect actual benefit costs for overtime hours charged to the grant.

Total Benefits:

Medicare 1.45%
Community Collaboration Engagement - Overtime for grant funded community collaborative engagement conducted by appropriate department personnel. Community Collaboration: 4 officers ($444) = $444.00 per hour X 1 hours = $444 per presentation X 5 presentations = $2,220.

Benefits 1906 OT @ 1.45% - Claimed amounts must reflect actual benefit costs for overtime hours charged to the grant.

Total Benefits:

Medicare 1.45%

TRAVEL EXPENSES
In State Travel - Costs are included for appropriate staff to attend conferences and training events supporting the grant goals and objectives and/or traffic safety. Local mileage for grant activities and meetings is included. Anticipated travel may include the OTS Traffic Safety Law Enforcement Forum. All conferences, seminars or training not specifically identified in the Budget Narrative must be approved by OTS. All travel claimed must be at the agency approved rate. Per Diem may not be claimed for meals provided at conferences when registration fees are paid with OTS grant funds.

CONTRACTUAL SERVICES
-

EQUIPMENT
-

OTHER DIRECT COSTS
8/20/2025 9:39:17 AM Page 11 of 19
DUI Checkpoint Supplies - On-scene supplies needed to conduct sobriety checkpoints. Costs may include 28" traffic cones, MUTCD compliant traffic signs, MUTCD compliant high visibility vests (maximum of 10), traffic counters (maximum of 2), generator, gas for generators, lighting, reflective banners, electronic flares, PAS Device Supplies, PAS Calibration Supplies, heater, propane for heaters, fan, anti-fatigue mats, and canopies. Additional items may be purchased if approved by OTS. The cost of food and beverages will not be reimbursed.

Radar Device - To measure the speed of motor vehicles. This device will be used for speed enforcement.

Computer or Tablet - For use in tracking or conducting grant activities and producing required reports. Costs may include a desktop computer, monitor, laptop, tablet, printer, software and accessories.

Community Collaboration & Engagement Educational Materials - Costs of purchasing, developing, or printing brochures, pamphlets, fliers, coloring books, posters, signs, banners, and training materials associated with grant activities. Items shall include a traffic safety message and if space is available, the OTS logo. Draft materials must be submitted to OTS for approval. Additional items may be purchased if approved by OTS.

INDIRECT COSTS
-

STATEMENTS/DISCLAIMERS
There will be no program income generated from this grant.

Nothing in this “agreement” shall be interpreted as a requirement, formal or informal, that a particular law enforcement officer issue a specified or predetermined number of citations in pursuance of the goals and objectives here under.

Benefits for personnel costs can only be applied to straight time or overtime hours charged to the grant. 8/20/2025 9:39:17 AM Page 12 of 19
Appendix A to Part 1300—Certifications and Assurances for Highway Safety Grants (23 U.S.C. Chapter 4 or Section 1906, Public Law 109-59, as amended by Section 25024, Public Law 117- 58)
The officials named on the grant agreement, certify by way of signature on the grant agreement signature page, that the Grantee Agency complies with all applicable Federal statutes, regulations, and directives and State rules, guidelines, policies, and laws in effect with respect to the periods for which it receives grant funding.

Applicable provisions include, but are not limited to, the following:

GENERAL REQUIREMENTS
The State will comply with applicable statutes and regulations, including but not limited to:
 23 U.S.C. Chapter 4—Highway Safety Act of 1966, as amended;  Sec. 1906, Public Law 109-59, as amended by Sec. 25024, Public Law 117-58;  23 CFR part 1300—Uniform Procedures for State Highway Safety Grant Programs;  2 CFR part 200—Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards;
 2 CFR part 1201—Department of Transportation, Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards.

NONDISCRIMINATION
(applies to subrecipients as well as States)
The State highway safety agency [and its subrecipients] will comply with all Federal statutes and implementing regulations relating to nondiscrimination (“Federal Nondiscrimination Authorities”). These include but are not limited to:
 Title VI of the Civil Rights Act of 1964 (42 U.S.C. 2000d et seq., 78 stat. 252), (prohibits discrimination on the basis of race, color, national origin);
 49 CFR part 21 (entitled Non-discrimination in Federally-Assisted Programs of the Department of Transportation—Effectuation of Title VI of the Civil Rights Act of 1964);  28 CFR 50.3 (U.S. Department of Justice Guidelines for Enforcement of Title VI of the Civil Rights Act of 1964);
 The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. 4601), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-aid programs and projects);
 Federal-Aid Highway Act of 1973, (23 U.S.C. 324 et seq.), and Title IX of the Education Amendments of 1972, as amended (20 U.S.C. 1681-1683 and 1685-1686) (prohibit discrimination on the basis of sex);
 Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. 794 et seq.), as amended, (prohibits discrimination on the basis of disability) and 49 CFR part 27;  The Age Discrimination Act of 1975, as amended, (42 U.S.C. 6101 et seq.), (prohibits discrimination on the basis of age);
 The Civil Rights Restoration Act of 1987, (Pub. L. 100-209), (broadens scope, coverage, and applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms “programs or activities” to include all of the programs or activities of the
Federal aid recipients, subrecipients and contractors, whether such programs or activities are Federallyfunded or not);  Titles II and III of the Americans with Disabilities Act (42 U.S.C. 12131-12189) (prohibits discrimination on the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing) and 49 CFR parts 37 and 38
State of California – Office of Traffic Safety

GRANT AGREEMENT
Exhibit A

GRANT NUMBER
PT26139
8/20/2025 9:39:17 AM Page 13 of 19
The preceding statutory and regulatory cites hereinafter are referred to as the “Acts” and “Regulations,” respectively.

GENERAL ASSURANCES
In accordance with the Acts, the Regulations, and other pertinent directives, circulars, policy, memoranda, and/or guidance, the Recipient hereby gives assurance that it will promptly take any measures necessary to ensure that:
“No person in the United States shall, on the grounds of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination under any program or activity, for which the Recipient receives Federal financial assistance from DOT, including NHTSA.”
The Civil Rights Restoration Act of 1987 clarified the original intent of Congress, with respect to Title VI of the Civil Rights Act of 1964 and other non-discrimination requirements (the Age Discrimination Act of 1975, and Section 504 of the Rehabilitation Act of 1973), by restoring the broad, institutional-wide scope and coverage of these nondiscrimination statutes and requirements to include all programs and activities of the Recipient, so long as any portion of the program is Federally assisted.

SPECIFIC ASSURANCES
More specifically, and without limiting the above general Assurance, the Recipient agrees with and gives the following Assurances with respect to its Federally assisted Highway Safety Grant Program:

1. The Recipient agrees that each “activity,” “facility,” or “program,” as defined in 49 CFR part 21 will be (with regard to an “activity”) facilitated, or will be (with regard to a “facility”) operated, or will be (with regard to a “program”) conducted in compliance with all requirements imposed by, or pursuant to the Acts and the Regulations.

2. The Recipient will insert the following notification in all solicitations for bids, Requests For Proposals for work, or material subject to the Acts and the Regulations made in connection with all Highway Safety Grant Programs and, in adapted form, in all proposals for negotiated agreements regardless of funding source:
“The [name of Recipient], in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 U.S.C 2000d to 2000d-4) and the Regulations, hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award.”

3. The Recipient will insert the clauses of appendix A and E of this Assurance (also referred to as DOT order 1050.2A) [1]in every contract or agreement subject to the Acts and the Regulations.

4. The Recipient will insert the clauses of appendix B of DOT Order 1050.2A, as a covenant running with the land, in any deed from the United States effecting or recording a transfer of real property, structures, use, or improvements thereon or interest therein to a Recipient.

5. That where the Recipient receives Federal financial assistance to construct a facility, or part of a facility, the Assurance will extend to the entire facility and facilities operated in connection therewith.

6. That where the Recipient receives Federal financial assistance in the form of, or for the acquisition of, real property or an interest in real property, the Assurance will extend to rights to space on, over, or under such property.

7. That the Recipient will include the clauses set forth in appendix C and appendix D of this DOT Order 1050.2A, as a covenant running with the land, in any future deeds, leases, licenses, permits, or similar instruments entered into by the Recipient with other parties:
a. for the subsequent transfer of real property acquired or improved under the applicable activity, project, or program; and
b. for the construction or use of, or access to, space on, over, or under real property acquired or improved under the applicable activity, project, or program.

8. That this Assurance obligates the Recipient for the period during which Federal financial assistance is extended to the program, except where the Federal financial assistance is to provide, or is in the 8/20/2025 9:39:17 AM Page 14 of 19
form of, personal property, or real property, or interest therein, or structures or improvements thereon, in which case the Assurance obligates the Recipient, or any transferee for the longer of the following periods:
a. the period during which the property is used for a purpose for which the Federal financial assistance is extended, or for another purpose involving the provision of similar services or benefits; or
b. the period during which the Recipient retains ownership or possession of the property.

9. The Recipient will provide for such methods of administration for the program as are found by the Secretary of Transportation or the official to whom he/she delegates specific authority to give reasonable guarantee that it, other recipients, sub-recipients, sub- grantees, contractors, subcontractors, consultants, transferees, successors in interest, and other participants of Federal financial assistance under such program will comply with all requirements imposed or pursuant to the Acts, the Regulations, and this Assurance.

10. The Recipient agrees that the United States has a right to seek judicial enforcement with regard to any matter arising under the Acts, the Regulations, and this Assurance.

By signing this ASSURANCE, the State highway safety agency also agrees to comply (and require any subrecipients, sub-grantees, contractors, successors, transferees, and/or assignees to comply) with all applicable provisions governing NHTSA's access to records, accounts, documents, information, facilities, and staff. You also recognize that you must comply with any program or compliance reviews, and/or complaint investigations conducted by NHTSA. You must keep records, reports, and submit the material for review upon request to NHTSA, or its designee in a timely, complete, and accurate way. Additionally, you must comply with all other reporting, data collection, and evaluation requirements, as prescribed by law or detailed in program guidance.

The State highway safety agency gives this ASSURANCE in consideration of and for obtaining any Federal grants, loans, contracts, agreements, property, and/or discounts, or other Federal-aid and Federal financial assistance extended after the date hereof to the recipients by the U.S. Department of Transportation under the Highway Safety Grant Program. This ASSURANCE is binding on the State highway safety agency, other recipients, sub-recipients, sub-grantees, contractors, subcontractors and their subcontractors', transferees, successors in interest, and any other participants in the Highway Safety Grant Program. The person(s) signing below is/are authorized to sign this ASSURANCE on behalf of the Recipient.

THE DRUG-FREE WORKPLACE ACT OF 1988 (41 U.S.C. 8103)
The Subgrantee will provide a drug-free workplace by:
a. Publishing a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession or use of a controlled substance is prohibited in the grantee's workplace, and specifying the actions that will be taken against employees for violation of such prohibition; b. Establishing a drug-free awareness program to inform employees about:

1. The dangers of drug abuse in the workplace;

2. The grantee's policy of maintaining a drug-free workplace;

3. Any available drug counseling, rehabilitation, and employee assistance programs;

4. The penalties that may be imposed upon employees for drug violations occurring in the workplace;

5. Making it a requirement that each employee engaged in the performance of the grant be given a copy of the statement required by paragraph (a); c. Notifying the employee in the statement required by paragraph (a) that, as a condition of employment under the grant, the employee will—

1. Abide by the terms of the statement;

2. Notify the employer of any criminal drug statute conviction for a violation occurring in the workplace no later than five days after such conviction; d. Notifying the agency within ten days after receiving notice under subparagraph (c)(2) from an employee or otherwise receiving actual notice of such conviction; e. Taking one of the following actions, within 30 days of receiving notice under subparagraph (c)(2), with respect to any employee who is so convicted—

1. Taking appropriate personnel action against such an employee, up to and including termination;

2. Requiring such employee to participate satisfactorily in a drug abuse assistance or 8/20/2025 9:39:17 AM Page 15 of 19
rehabilitation program approved for such purposes by a Federal, State, or local health, law enforcement, or other appropriate agency;
f. Making a good faith effort to continue to maintain a drug-free workplace through implementation of all of the paragraphs above.

POLITICAL ACTIVITY (HATCH ACT)
(applies to subrecipients as well as States)
The State will comply with provisions of the Hatch Act (5 U.S.C. 1501-1508), which limits the political activities of employees whose principal employment activities are funded in whole or in part with Federal funds.

CERTIFICATION REGARDING FEDERAL LOBBYING
(applies to subrecipients as well as States)

CERTIFICATION FOR CONTRACTS, GRANTS, LOANS, AND COOPERATIVE AGREEMENTS The undersigned certifies, to the best of his or her knowledge and belief, that:

1. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement;

2. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, “Disclosure Form to Report Lobbying,” in accordance with its instructions;

3. The undersigned shall require that the language of this certification be included in the award documents for all sub-awards at all tiers (including subcontracts, subgrants, and contracts under grant, loans, and cooperative agreements) and that all subrecipients shall certify and disclose accordingly.

This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by section 1352, title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure.

RESTRICTION ON STATE LOBBYING
(applies to subrecipients as well as States)
None of the funds under this program will be used for any activity specifically designed to urge or influence a State or local legislator to favor or oppose the adoption of any specific legislative proposal pending before any State or local legislative body. Such activities include both direct and indirect (e.g., “grassroots”) lobbying activities, with one exception. This does not preclude a State official whose salary is supported with NHTSA funds from engaging in direct communications with State or local legislative officials, in accordance with customary State practice, even if such communications urge legislative officials to favor or oppose the adoption of a specific pending legislative proposal.

CERTIFICATION REGARDING DEBARMENT AND SUSPENSION
(applies to subrecipients as well as States)

INSTRUCTIONS FOR PRIMARY TIER PARTICIPANT CERTIFICATION (STATES) 8/20/2025 9:39:17 AM Page 16 of 19

1. By signing and submitting this proposal, the prospective primary tier participant is providing the certification set out below and agrees to comply with the requirements of 2 CFR parts 180 and 1200.

2. The inability of a person to provide the certification required below will not necessarily result in denial of participation in this covered transaction. The prospective primary tier participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective primary tier participant to furnish a certification or an explanation shall disqualify such person from participation in this transaction.

3. The certification in this clause is a material representation of fact upon which reliance was placed when the department or agency determined to enter into this transaction. If it is later determined that the prospective primary tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default or may pursue suspension or debarment.

4. The prospective primary tier participant shall provide immediate written notice to the department or agency to which this proposal is submitted if at any time the prospective primary tier participant learns its certification was erroneous when submitted or has become erroneous by reason of changed circumstances.

5. The terms covered transaction, civil judgment, debarment, suspension, ineligible, participant, person, principal, and voluntarily excluded, as used in this clause, are defined in 2 CFR parts 180 and 1200. You may contact the department or agency to which this proposal is being submitted for assistance in obtaining a copy of those regulations.

6. The prospective primary tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is proposed for debarment under 48 CFR part 9, subpart 9.4, debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction.

7. The prospective primary tier participant further agrees by submitting this proposal that it will include the clause titled “Instructions for Lower Tier Participant Certification” including the “Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion—Lower Tier Covered Transaction,” provided by the department or agency entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions and will require lower tier participants to comply with 2 CFR parts 180 and 1200.

8. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that it is not proposed for debarment under 48 CFR part 9, subpart

9.4, debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any prospective lower tier participants, each participant may, but is not required to, check the System for Award Management Exclusions website
( https://www.sam.gov/).

9. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of a participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings.

10. Except for transactions authorized under paragraph 6 of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is proposed for debarment under 48 CFR part 9, subpart 9.4, suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate the transaction for cause or default.

CERTIFICATION REGARDING DEBARMENT, SUSPENSION, AND OTHER RESPONSIBILITY MATTERS—PRIMARY TIER

COVERED TRANSACTIONS

1. The prospective primary tier participant certifies to the best of its knowledge and belief, that it and 8/20/2025 9:39:17 AM Page 17 of 19
its principals:
a. Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency;
b. Have not within a three-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State, or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property; c. Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State, or local) with commission of any of the offenses enumerated in paragraph (1)(b) of this certification; and d. Have not within a three-year period preceding this application/proposal had one or more public transactions (Federal, State, or local) terminated for cause or default.

2. Where the prospective primary tier participant is unable to certify to any of the Statements in this certification, such prospective participant shall attach an explanation to this proposal.

INSTRUCTIONS FOR LOWER TIER PARTICIPANT CERTIFICATION

1. By signing and submitting this proposal, the prospective lower tier participant is providing the certification set out below and agrees to comply with the requirements of 2 CFR parts 180 and 1200.

2. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension or debarment.

3. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances.

4. The terms covered transaction, civil judgment, debarment, suspension, ineligible, participant, person, principal, and voluntarily excluded, as used in this clause, are defined in 2 CFR parts 180 and 1200. You may contact the person to whom this proposal is submitted for assistance in obtaining a copy of those regulations.

5. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is proposed for debarment under 48 CFR part 9, subpart 9.4, debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this transaction originated.

6. The prospective lower tier participant further agrees by submitting this proposal that it will include the clause titled “Instructions for Lower Tier Participant Certification” including the “Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion—Lower Tier Covered Transaction,” without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions and will require lower tier participants to comply with 2 CFR parts 180 and 1200.

7. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that it is not proposed for debarment under 48 CFR part 9, subpart

9.4, debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any prospective lower tier participants, each participant may, but is not required to, check the System for Award Management Exclusions website
( https://www.sam.gov/).

8. Nothing contained in the foregoing shall be construed to require establishment of a system of 8/20/2025 9:39:17 AM Page 18 of 19
records in order to render in good faith the certification required by this clause. The knowledge and information of a participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings.

9. Except for transactions authorized under paragraph 5 of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is proposed for debarment under 48 CFR part 9, subpart 9.4, suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension or debarment.

CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION—LOWER TIER

COVERED TRANSACTIONS

1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal department or agency.

2. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal.

BUY AMERICA
(applies to subrecipients as well as States)
The State and each subrecipient will comply with the Buy America requirement (23 U.S.C. 313) when purchasing items using Federal funds. Buy America requires a State, or subrecipient, to purchase with Federal funds only steel, iron and manufactured products produced in the United States, unless the Secretary of Transportation determines that such domestically produced items would be inconsistent with the public interest, that such materials are not reasonably available and of a satisfactory quality, or that inclusion of domestic materials will increase the cost of the overall project contract by more than 25 percent. In order to use Federal funds to purchase foreign produced items, the State must submit a waiver request that provides an adequate basis and justification for approval by the Secretary of Transportation.

CERTIFICATION ON CONFLICT OF INTEREST
(applies to subrecipients as well as States)

GENERAL REQUIREMENTS
No employee, officer, or agent of a State or its subrecipient who is authorized in an official capacity to negotiate, make, accept, or approve, or to take part in negotiating, making, accepting, or approving any subaward, including contracts or subcontracts, in connection with this grant shall have, directly or indirectly, any financial or personal interest in any such subaward. Such a financial or personal interest would arise when the employee, officer, or agent, any member of his or her immediate family, his or her partner, or an organization which employs or is about to employ any of the parties indicated herein, has a financial or personal interest in or a tangible personal benefit from an entity considered for a subaward. Based on this policy:

1. The recipient shall maintain a written code or standards of conduct that provide for disciplinary actions to be applied for violations of such standards by officers, employees, or agents. a. The code or standards shall provide that the recipient's officers, employees, or agents may neither solicit nor accept gratuities, favors, or anything of monetary value from present or potential subawardees, including contractors or parties to subcontracts. b. The code or standards shall establish penalties, sanctions, or other disciplinary actions for violations, as permitted by State or local law or regulations.

2. The recipient shall maintain responsibility to enforce the requirements of the written code or standards of conduct.

DISCLOSURE REQUIREMENTS
8/20/2025 9:39:17 AM Page 19 of 19
No State or its subrecipient, including its officers, employees, or agents, shall perform or continue to perform under a grant or cooperative agreement, whose objectivity may be impaired because of any related past, present, or currently planned interest, financial or otherwise, in organizations regulated by NHTSA or in organizations whose interests may be substantially affected by NHTSA activities. Based on this policy:

1. The recipient shall disclose any conflict of interest identified as soon as reasonably possible, making an immediate and full disclosure in writing to NHTSA. The disclosure shall include a description of the action which the recipient has taken or proposes to take to avoid or mitigate such conflict.

2. NHTSA will review the disclosure and may require additional relevant information from the recipient.

If a conflict of interest is found to exist, NHTSA may (a) terminate the award, or (b) determine that it is otherwise in the best interest of NHTSA to continue the award and include appropriate provisions to mitigate or avoid such conflict.

3. Conflicts of interest that require disclosure include all past, present, or currently planned organizational, financial, contractual, or other interest(s) with an organization regulated by NHTSA or with an organization whose interests may be substantially affected by NHTSA activities, and which are related to this award. The interest(s) that require disclosure include those of any recipient, affiliate, proposed consultant, proposed subcontractor, and key personnel of any of the above. Past interest shall be limited to within one year of the date of award. Key personnel shall include any person owning more than a 20 percent interest in a recipient, and the officers, employees or agents of a recipient who are responsible for making a decision or taking an action under an award where the decision or action can have an economic or other impact on the interests of a regulated or affected organization.

PROHIBITION ON USING GRANT FUNDS TO CHECK FOR HELMET USAGE (applies to subrecipients as well as States)
The State and each subrecipient will not use 23 U.S.C. Chapter 4 grant funds for programs to check helmet usage or to create checkpoints that specifically target motorcyclists.

POLICY ON SEAT BELT USE
In accordance with Executive Order 13043, Increasing Seat Belt Use in the United States, dated April 16, 1997, the Grantee is encouraged to adopt and enforce on-the-job seat belt use policies and programs for its employees when operating company-owned, rented, or personally-owned vehicles. The National Highway Traffic Safety Administration (NHTSA) is responsible for providing leadership and guidance in support of this Presidential initiative. For information and resources on traffic safety programs and policies for employers, please contact the Network of Employers for Traffic Safety (NETS), a public-private partnership dedicated to improving the traffic safety practices of employers and employees. You can download information on seat belt programs, costs of motor vehicle crashes to employers, and other traffic safety initiatives at www.trafficsafety.org. The NHTSA website ( www.nhtsa.gov) also provides information on statistics, campaigns, and program evaluations and references.

POLICY ON BANNING TEXT MESSAGING WHILE DRIVING
In accordance with Executive Order 13513, Federal Leadership On Reducing Text Messaging While Driving, and DOT Order 3902.10, Text Messaging While Driving, States are encouraged to adopt and enforce workplace safety policies to decrease crashes caused by distracted driving, including policies to ban text messaging while driving company-owned or rented vehicles, Government-owned, leased or rented vehicles, or privately-owned vehicles when on official Government business or when performing any work on or behalf of the Government. States are also encouraged to conduct workplace safety initiatives in a manner commensurate with the size of the business, such as establishment of new rules and programs or reevaluation of existing programs to prohibit text messaging while driving, and education, awareness, and other outreach to employees about the safety risks associated with texting while driving.

Item No. 9(G)

REPORT TO THE CITY COUNCIL
DATE: SEPTEMBER 23, 2025
TO: HONORABLE MEMBERS OF THE PARKS AND RECREATION

COMMISSION
FROM: ANDREA WASSON, RECREATION MANAGER
RE: CONSIDERATION OF THE MILLS RANCH SOUTHEAST

COMMUNITY PARK NAMING SELECTION

RECOMMENDATION
It is recommended the City Council accept the King City Parks and Recreation Commission’s decision to rename the new Southeast Community Park “Railroad Park.”

BACKGROUND
Staff has been working with Nino Homes on development of the Southeast Community Park. The Park includes 17.61 acres of park land and is planned to serve the entire community with a playground, green space, softball park and basketball courts. As an alternative to naming the park the “Southeast Community Park”, the Parks and Recreation Commission was asked to conduct a Park Naming Contest to name the new park and the name “Railroad Park” was selected from over 100 submitted entries.

DISCUSSION
The King City Recreation Department conducted a Park Naming Contest during April and May 2025. Over 100 entries were received via email and dropped off at City Hall. The King City Parks and Recreation Commission discussed the entries during the August 25, 2025 Special Meeting and recommended the name “Railroad Park” as the railroad was an important part of King City’s history and the new park is close to the railroad tracks.

Item No. 11(A)

REPORT TO THE CITY COUNCIL
DATE: SEPTEMBER 23, 2025
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: OCTAVIO HURTADO, PUBLIC WORKS DIRECTOR / CITY

ENGINEER
RE: CONSIDERATION OF APPROVAL OF FINAL PLANS AND

SPECIFICATIONS FOR THE BROADWAY AND SAN ANTONIO

DRIVE ROUNDABOUT AND AUTHORIZATION TO ADVERTISE

FOR BIDS
RECOMMENDATION:

It is recommended that the City Council: 1) approve the final plans and specifications for the Broadway and San Antonio Road Roundabout, Project 2020-10 (Project) to construct a roundabout at the intersection of Broadway and San Antonio Road; and 2) authorize the Public Works Director to advertise the Project’s Invitation to bid.

BACKGROUND:

The project was identified as a recommended roadway improvement in the 2016 Regional Roundabout Study prepared for the Transportation Agency of Monterey County (TAMC). The results were presented, and the City Council approved proceeding with the process of obtaining approval and funding to design and construct a roundabout at the Broadway Street and San Antonio Drive intersection.

On March 15, 2017, the Monterey Bay Unified Air Pollution Control District approved a grant for the City of King to prepare a Roundabout Project Study Report – Project Development Support (PSR/PDS) for Broadway Street & US 101 Northbound Ramp Terminal in the amount of $138,521. On July 19, 2017, the City released a Request for Qualifications for professional services to prepare a Roundabout Project Study Report – Project Development Support (PSR/PDS) for Broadway Street & US 101 Northbound Ramp Terminal and selected KimleyHorn.

CITY COUNCIL

CONSIDERATION OF APPROVAL OF FINAL PLANS AND SPECIFICATIONS

FOR THE BROADWAY AND SAN ANTONIO DRIVE ROUNDABOUT AND

AUTHORIZATION TO ADVERTISE FOR BIDS
SEPTEMBER 9, 2025
PAGE 2 OF 5
On January 23, 2018, the City awarded a contract to Kimley Horn for the Project Initiation Document (PID). The work plan of a PID is based on the work plan documented in the grant application for a PSR-PDS. A PSR/PDS is part of the normal process required by Caltrans for projects associated with State highways, which involve a number of steps and can take many years to complete.

However, not all elements of the PSR-PDS are required for a decision point based PID.

On January 22, 2019, City Council approved the concept layout of the roundabout and authorized staff to prepare and request a scope amendment for the grant agreement with the Monterey Bay Air Resources District. The purpose of the scope change was to approve the rescoping of services by Kimley-Horn to stop work on the Project Initiation Document (PID) and use the remaining grant funds to begin Environmental Review, preparation of design reports and preparation of Plans Specifications and Estimates (PS&E). As the PID moved forward, an alternative was developed that reduced both the size of the proposed roundabout and improvements within State right-of-way. As a result, it was agreed with Caltrans that further streamlining of the project is possible by utilizing a Permit Engineering Evaluation Report (PEER) process, which is essentially an encroachment permit.

On March 24, 2021 the review period for the Public Notice of Availability commenced. The Planning Commission hearing date was May 18, 2021 and a notice of Determination was filed on May 19, 2025.

On December 19, 2023, an Initial Study/Mitigated Negative Declaration was prepared and uploaded to the State Clearinghouse.

With the successful ATP grant application to install a separated bike path along San Antonio Drive and Broadway Street, the roundabout design was modified to account for the separated bike path going through the roundabout. The final plans, including landscaping options, were presented to the community in a public workshop to solicit input. A proposed wind sculpture will also anchor the landscape design in the center of roundabout.

On February 7, 2024, a public workshop on the proposed roundabout project at the intersection of Broadway Street and San Antonio Drive was held in the City Council Chambers. The City’s consultants shared the current designs and provided an opportunity for public input on options regarding landscaping, hardscape and other aesthetic design features.

CITY COUNCIL

CONSIDERATION OF APPROVAL OF FINAL PLANS AND SPECIFICATIONS

FOR THE BROADWAY AND SAN ANTONIO DRIVE ROUNDABOUT AND

AUTHORIZATION TO ADVERTISE FOR BIDS
SEPTEMBER 9, 2025
PAGE 3 OF 5
Having PS&E and Environmental nearly completed, the City was positioned to apply for funding by various sources with a shelf ready project. The following grants were received;
• Competitive RSTP grant in the amount of $3,519,000 on 3/27/2023. • AB 2766 Motor Vehicle Emissions Reduction Grant in the amount of $255,000 on March 19, 2024.
• Mid-cycle Competitive RSTP grant in the amount of $1,488,000 on 8/27 2025.

DISCUSSION:

The Broadway Street and San Antonio Road Roundabout Project No 2020-10, involves replacing the existing signalized intersection at Broadway Street and San Antonio Drive with a roundabout (Project). In addition to the roundabout structure, the project includes improvements to the US 101 Northbound off and on ramps. These improvements will improve circulation, address conflicting turning movements, increase vehicle and pedestrian safety, and prevent future traffic congestion. It will also feature landscaping and a wind sculpture to beautify the entrance to the City. The project design is complete and was coordinated with the San Antonio Drive bike path project.

The project was identified through a Countywide Intersection Control Evaluation (ICE) Study and the City's Local Road Safety Plan (LRSP); both plans identified the project as a high safety priority project with a benefit to cost ratio higher than that of a stop sign or traffic signal.

The project is currently 100% designed and in final review by Caltrans for Encroachment Permit. The City has received 100% funding necessary to construct the project and is looking to advertise for bids to be ready to begin construction.

COST ANALYSIS:

The total estimated cost including engineering, construction management, and construction is $5,526,466. A total of $5,007,000 is being funded by two competitive RSTP grants and $393,521 is being funded by two AB 2766 Motor Vehicle Emissions Reduction grants. Staff recommend using funds from TAMC/RSTP, AB2766 Motor Vehicle Emissions Reduction Grant, Traffic Impact Fee, gas tax, and/or funds from the TAMC Measure X sales tax to cover the remaining difference depending upon the final actual cost.

101
101

SALINAS RIVER

PROJECT

LOCATION

KING CITY
SOUTH 1st ST E.SAN ANTONIO

BROADWAY
STREET

SAN ANTONIO DR

BROADWAY ST

BROADWAY ST
US 101 NB ON RAMP US 101 NB OFF RAMP
US 101
MON R41.19R

BROADWAY CIR

CALTRANS

CALTRANS

CALTRANS

CITY OF KING

CITY OF KING

CITY OF KING

CITY OF KING PRIVATE CITY OF KING
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CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38

BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT

KING CITY, MONTEREY COUNTY, CALIFORNIA
CITY PROJECT #: 2020-10

PROJECT DESCRIPTION

VICINITY MAP

PROJECT AREA
NTS

TO BE SUPPLEMENTED BY CITY OF KING DESIGN STANDARDS,
2024 CALTRANS STANDARD PLANS AND SPECIFICATIONS, AND THE 2014 CALIFORNIA MUTCD, REVISION 8

COVER SHEET
1 CV-01

PROJECT AREA
EXHIBIT 1
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CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38

GENERAL NOTES
2 GN-01

DESIGN ENGINEER'S NOTES
“ ”
“ ” ABBREVIATIONS

SAN ANTONIO DR

BROADWAY ST

BROADWAY ST
US 101 NB ON RAMP US 101 NB OFF RAMP
US 101

BROADWAY CIR
D
D A
A
B
B
C
C
E
E
F
F

SURVEY CONTROL
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CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38
NORTH

HORIZONTAL CONTROL
3 HC-01
NOTES
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CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38

TYPICAL CROSS SECTIONS
4 TX-01

TYPICAL SECTION A-A ON BROADWAY STREET

TYPICAL SECTION B-B ON BROADWAY STREET

TYPICAL SECTION C-C ON BROADWAY STREET

TYPICAL PAVEMENT STRUCTURAL SECTION

EXISTING PAVEMENT STRUCTURAL SECTIONS
NOTES

BROADWAY ST

BROADWAY ST

SAN ANTONIO DR

BROADWAY CIR
C
C
B
B
A
A
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CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38

TYPICAL CROSS SECTIONS
5 TX-02

TYPICAL SECTION D-D ON BROADWAY STREET

TYPICAL SECTION E-E ON SAN ANTONIO DRIVE

TYPICAL CURB REFERENCE POINTS
TYPICAL SECTION F-F ON US 101 NB OFF RAMP

BROADWAY ST

BROADWAY ST

BROADWAY ST

SAN ANTONIO DR

BROADWAY CIR
D
D
F
F
E
E
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CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38

DETAILS
6 DT-01

TRUCK APRON AND MOUNTABLE CURB DETAIL

TYPE RA CURB & GUTTER DETAIL (SPILL GUTTER)

RETAINING WALL DETAIL
NTS

MODIFIED TYPE RA CURB & GUTTER DETAIL (CATCH GUTTER)
MODIFIED A1-8 CURB DETAIL
6" DEEPENED RETAINING CURB DETAIL
8" DEEPENED RETAINING CURB DETAIL
8" RETAINING CURB DETAIL

TRANSITION CURB DETAIL
6" RETAINING CURB DETAIL
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CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38

DETAILS
7 DT-02

BIKE RAMP DETAIL

SECTION D-D
PLANTER RETAINING CURB (TYPE 1) PLANTER RETAINING CURB (TYPE 2)

CURB NOTCH DETAIL

SAN LORENZO PARK SIGN RELOCATION DETAIL

BROADWAY ST

SAN ANTONIO DR

BROADWAY ST
LEGEND
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CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38
NORTH

DEMOLITION NOTES

DEMOLITION PLAN
8 DM-01
SEE DM-02
"SA-1" LINE STA 55+50
SEE DM-02
"SA-1" LINE STA 53+75

BROADWAY CIR
US 101 NB ON RAMP
US 101 NB OFF RAMP
LEGEND

SAN ANTONIO DR

SAN ANTONIO DR
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DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38
NORTH

DEMOLITION NOTES
NORTH
SEE DM-01
"SA-1" LINE STA 55+50

DEMOLITION PLAN
9 DM-02 SEE DM-01 "SA-1" LINE STA 53+75

BROADWAY ST

BROADWAY CIR
SAN

ANTONIO
DR

BROADWAY ST
LEGEND
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CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38
NORTH

CONSTRUCTION NOTES

LAYOUT PLAN
10 L-01
SEE L-02
"SA-1" LINE STA 55+75
SEE L-02
"SA-1" LINE STA 53+75 SEE L-02 "B-1" LINE STA 12+50

BROADWAY CIR
US 101 NB OFF RAMP
US 101 NB ON RAMP

SAN ANTONIO DR
LEGEND

BROADWAY ST
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CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38

CONSTRUCTION NOTES
SEE L-01
"SA-1" LINE STA 55+75

LAYOUT PLAN
11 L-02 SEE L-01 "SA-1" LINE STA 53+75
NORTH
NORTH SEE L-01 "B-1" LINE STA 12+50
+ 69.96 10
LEGEND
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CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38

CONSTRUCTION NOTES
MEDIAN DETAIL 1
SCALE: 1"=10'
MEDIAN DETAIL 2
SCALE: 1"=10'

CONSTRUCTION DETAILS
12 CD-01
NORTH
NORTH
KEYMAP
NTS

MEDIAN DETAIL X

BROADWAY ST

BROADWAY CIR

GENERAL NOTES
+

75.39 0
LEGEND
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CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38
MEDIAN DETAIL 4
SCALE: 1"=10'

CONSTRUCTION NOTES
MEDIAN DETAIL 3
SCALE: 1"=10'

CONSTRUCTION DETAILS
13 CD-02
NORTH
NORTH
KEYMAP
NTS

MEDIAN DETAIL X

SAN ANTONIO DR

BROADWAY ST

GENERAL NOTES
LEGEND
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DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38

CONSTRUCTION NOTES
KEYMAP
NTS
RAMP DETAIL 1
HORIZ: 1"=5'
RAMP DETAIL 2
HORIZ: 1"=5'
RAMP DETAIL 4
HORIZ: 1"=5'
RAMP DETAIL 6
HORIZ: 1"=5'
RAMP DETAIL 7
HORIZ: 1"=5'
RAMP DETAIL 8
HORIZ: 1"=5' NORTH

CONSTRUCTION DETAILS
14 CD-03

RAMP DETAIL X
RAMP DETAIL 3
HORIZ: 1"=5'
RAMP DETAIL 5
HORIZ: 1"=5'

GENERAL NOTES
LEGEND
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CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38

CONSTRUCTION NOTES
KEYMAP
NTS
RAMP DETAIL 9
HORIZ: 1"=5'
RAMP DETAIL 10
HORIZ: 1"=5'
RAMP DETAIL 11
HORIZ: 1"=5'
RAMP DETAIL 12
HORIZ: 1"=5'
NORTH

CONSTRUCTION DETAILS
15 CD-04

MEDIAN ISLAND DETAIL
HORIZ: 1"=5'

RAMP DETAIL X
RAMP DETAIL 13
HORIZ: 1"=5'

GENERAL NOTES

ONIO DR

BROADWAY ST

BROADWAY ST
US 101 NB ON RAMP US 101 NB OFF RAMP
US 101

BROADWAY CIR

SAN ANTONIO DR
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CITY OF KING

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BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38
NORTH

ALIGNMENT PLANS
16 AL-01

ONIO DR

BROADWAY ST

BROADWAY ST
US 101 NB ON RAMP US 101 NB OFF RAMP
US 101

BROADWAY CIR

SAN ANTONIO DR
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DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38
NORTH

ALIGNMENT PLANS
17 AL-02
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CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38

PROFILES
19 PR-02
"CI" - LIP OF GUTTER PROFILE
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4'
"NE LIP" - LIP OF GUTTER PROFILE
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4'
"NW LIP" - LIP OF GUTTER PROFILE
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4'
"SE LIP_1" - LIP OF GUTTER PROFILE
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4'
"SE LIP_2" - LIP OF GUTTER PROFILE
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4'
"SW LIP_1" - LIP OF GUTTER PROFILE
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4'
"SW LIP_2" - LIP OF GUTTER PROFILE
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4'
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CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38

PROFILES
18 PR-01
"SE MEDIAN TC" - TOP OF CURB PROFILE
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4'
"W SI TC" - TOP OF CURB PROFILE
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4'
"E SI TC" - TOP OF CURB PROFILE
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4'
"N SI TC" - TOP OF CURB PROFILE
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4'
"S SI TC" - TOP OF CURB PROFILE
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4'
"GB ESE" - GRADE BREAK PROFILE
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4' "GB NNE" - GRADE BREAK PROFILE
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4'
"GB SSW" - GRADE BREAK PROFILE
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4'
"GB WSW" - GRADE BREAK PROFILE
HORIZ SCALE: 1"=40'
VERT SCALE: 1"=4'

SAN ANTONIO DR

BROADWAY ST

BROADWAY CIR
US 101 NB OFF RAMP
US 101 NB ON RAMP

BROADWAY ST
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BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38
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CONTOUR GRADING
20 CG-01
LEGEND

BROADWAY ST

BROADWAY ST
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BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38
NORTH

UTILITY NOTES

STORM DRAIN NOTES

DRAINAGE AND UTILITY PLAN
21 DU-01
SEE DU-03
"SA-1" LINE STA 55+25
SEE DU-02
"SA-1" LINE STA 53+50
NOTES

LEGEND AND ABBREVIATIONS

PROFILE STORM LINE A PROFILE STORM LINE E
”

SAN ANTONIO DR
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CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38 SEE DU-01 "SA-1" LINE STA 53+50 NORTH

DRAINAGE AND UTILITY PLAN
22 DU-02
NOTES

UTILITY NOTES

STORM DRAIN NOTES

LEGEND AND ABBREVIATIONS

PROFILE STORM LINE F

CURB CUT IN CURB AND GUTTER
NTS
CONCRETE 2500 PSI. CURB HEIGHT PER PLAN. CONTRACTION JOINTS CONSISTING OF 1" DEEP SCORES SHALL BE PLACED AT 15' INTERVALS O.C.

WHERE A WALK IS ADJACENT TO THE CURB THE JOINTS SHALL ALIGN WITH JOINTS IN THE WALK.
6" MIN AB (CLASS 2) OVER COMPACTED SUBGRADE PER GEOTECHNICAL REPORT

RECOMMENDATIONS
#4 BAR CONTINUOUS
SLOPE 1
4" PER FOOT

TYPE C CURB AND GUTTER (MODIFIED)
CONCRETE 2500 PSI. CURB HEIGHT PER PLAN. CONTRACTION JOINTS CONSISTING OF 1" DEEP SCORES SHALL BE PLACED AT 15' INTERVALS O.C.

WHERE A WALK IS ADJACENT TO THE CURB THE JOINTS SHALL ALIGN WITH JOINTS IN THE WALK.
6" MIN AB (CLASS 2) OVER COMPACTED SUBGRADE PER GEOTECHNICAL REPORT

RECOMMENDATIONS
#4 BAR CONTINUOUS
SLOPE 1
4" PER FOOT
TYPE A2-6 CURB AND GUTTER (MODIFIED)

BIORETENTION AREA DETAIL
NTS
”

BROADWAY CIR

BROADWAY CIR
101 ON RAMP
101 OFF RAMP
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CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38
SEE DU-01
"SA-1" LINE STA 55+25
NORTH

DRAINAGE AND UTILITY PLAN
23 DU-03
NOTES

UTILITY NOTES

STORM DRAIN NOTES

PROFILE STORM LINE D PROFILE STORM LINE G

LEGEND AND ABBREVIATIONS

BROADWAY ST
101 ON RAMP
San Antonio Dr
Broadway Cir
Broadway St
Broadway St

SAN ANTONIO DR

BROADWAY ST
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DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38

SIGNING AND STRIPING PLAN
24 SS-01
SEE SS-03 "SA-1" LINE STA 56+00 SEE SS-04 "B-1" LINE STA 13+50 SEE SS-03
"SA-1" LINE STA 52+25
NORTH

LEGEND AND ABBREVIATIONS

GENERAL NOTES

SIGNING NOTES

BROADWAY ST
101 ON RAMP

SAN ANTONIO DR

BROADWAY ST
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BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38

SIGNING AND STRIPING PLAN
25 SS-02

ENTRANCE LINE DETAIL

CROSSWALK DETAIL
SEE SS-03
"SA-1" LINE STA 56+00 SEE SS-04 "B-1" LINE STA 13+50
SEE SS-03
"SA-1" LINE STA 52+25 LEGEND AND ABBREVIATIONS

GENERAL NOTES
NORTH

STRIPING NOTES

GREEN BIKE LANE CONFLICT MARKING DETAIL

NO SCALE
101 OFF RAMP
San Antonio Dr
Broadway
St
Broadway St
NORTH
101
U S
Broadway Cir BROADWAY CIR

SAN ANTONIO DR
Broadway St
San Antonio Dr
Broadway
St
101
U S
NORTH
Broadway Cir
101 OFF RAMP
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CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38

SIGNING AND STRIPING PLAN
26 SS-03
SEE SS-01
"SA-1" LINE STA 56+00 SEE SS-01 "SA-1" LINE STA 52+25
NORTH
NORTH

LEGEND AND ABBREVIATIONS

GENERAL NOTES

SIGNING NOTES STRIPING NOTES

BROADWAY ST

BROADWAY ST
San Antonio Dr
Broadway
St
Broadway St
NORTH
101
U S
Broadway Cir
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DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38

SIGNING AND STRIPING PLAN
27 SS-04 SEE SS-01 AND SS-02 "B-1" LINE STA 13+50
NORTH

SIGNING NOTES

LEGEND AND ABBREVIATIONS

GENERAL NOTES
D1-5a SIGN DETAIL

SAN ANTONIO DR

BROADWAY ST

BROADWAY ST

BROADWAY CIR
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BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38
NORTH

LIGHTING PLAN
LT-01

LUMINAIRE SCHEDULE

LUMINAIRE ID LUMINAIRE DETAILS
NEW 180W STREET LIGHT, LEOTEK
GC1-80F-MV-NW-3-GY-700 ON TYPE 15
POLE PER CALTRANS 2024 STANDARD
PLAN ES-6A
L1

CONSTRUCTION NOTES GENERAL NOTES
LEGEND
28 SYMBOL QTY BOTANICAL / COMMON NAME CONT HEIGHT/SPREAD CAL. WUCOLS SIZE AT MATURITY TREES
10 ARBUTUS X `MARINA` / MARINA MADRONE
STANDARD TRUNK 24" BOX LOW 20` H X 20` W
4 KOELREUTERIA PANICULATA / GOLDEN RAIN TREE 24" BOX MODERATE 25-35` HT. X 25-35` SPR.

SYMBOL QTY BOTANICAL / COMMON NAME CONT. SPACING WUCOLS MATURE SIZE DETAIL SHRUBS
9 AGAVE ATTENUATA / FOXTAIL AGAVE
NATIVE 15 GAL. AS SHOWN LOW 4` HT. X 4` SPR.
489 CAREX DIVULSA / EUROPEAN GREY SEDGE 1 GAL. AS SHOWN LOW 2` HT. X 2` SPR. 99 DIETES BICOLOR / FORTNIGHT LILY 1 GAL. AS SHOWN LOW 2-3` HT. X 2-3` SPR. 87 ELEGIA ELEPHANTINA / LARGE CAPE RUSH 5 GAL. AS SHOWN LOW 3-4` HT. X 3-4` SPR. 302 ERIGERON KARVINSKIANUS / SANTA BARARA DAISY 5 GAL. AS SHOWN LOW 1-2` HT. X 1-2` SPR. 42 GAURA LINDHEIMERI `SISKIYOU PINK` / SISKIYOU PINK GAURA 5 GAL. AS SHOWN MODERATE 4` HT. X 4` SPR. 70 GAURA LINDHEIMERI `SO WHITE` / SO WHITE GAURA 5 GAL. AS SHOWN MODERATE 3` HT. X 4` SPR. 556 JUNCUS PATENS `ELK BLUE` / SPREADING RUSH
NATIVE 5 GAL. AS SHOWN LOW 2` HT. X 2` SPR.
160 LAVANDULA X INTERMEDIA / LAVENDIN 5 GAL. AS SHOWN LOW 3` HT X 3` W 100 MUHLENBERGIA RIGENS / DEER GRASS 5 GAL. AS SHOWN LOW 4` HT. X 4` SPR. 68 MYRTUS COMMUNIS 'COMPACTA' / DWARF COMMON MYRTLE 5 GAL. AS SHOWN LOW 3` HT X 3` W 66 SALVIA LEUCANTHA / MEXICAN BUSH SAGE 5 GAL. AS SHOWN LOW 3` HT. X 4` SPR. 552 TEUCRIUM CHAMAEDRYS / GERMANDER 5 GAL. AS SHOWN LOW 2` HT. X 2` SPR. 12 WESTRINGIA FRUTICOSA `MORNING LIGHT` / MORNING LIGHT COAST ROSEMARY 15 GAL. AS SHOWN LOW 3` HT X 3` W

INERT MATERIAL
45 ROCK BOULDERS / 3' DIAMETER
PALE GREY AND DARK GREY BLEND ROCK - - 24 ROCK BOULDERS / 4' DIAMETER PALE GREY AND DARK GREY BLEND ROCK - - 11 ROCK BOULDERS / 5' DIAMETER PALE GREY AND DARK GREY BLEND ROCK - - SYMBOL QTY BOTANICAL / COMMON NAME CONT. SPACING WUCOLS

GROUND COVERS
12 BACCHARIS X 'STARN' / STARN THOMPSON® COYOTE BRUSH 5 GAL. 5` O.C. VERY LOW 701 FESTUCA GLAUCA `ELIJAH BLUE` / ELIJAH BLUE FESCUE 1 GAL. 1.5` O.C. LOW 461 MUHLENBERGIA DUBIA / PINE MUHLY 1 GAL. 4` O.C. LOW
33 ROSMARINUS OFFICINALIS 'PROSTRATE' / PROSTRATE ROSEMARY 5 GAL. 3` O.C. LOW

EXISTING
2,721 SF EXISTING LANDSCAPE / TO REMAIN
PROTECT IN PLACE - - - 310 LF ROOT BARRIER - SEE DETAIL 'J' ON SHEET PL-05 485 LF METAL EDGER - SEE DETAIL 'I' ON SHEET PL-05

SYMBOL QTY BOTANICAL / COMMON NAME REMARKS

INERT MATERIAL
2,319 SF DECOMPOSED GRANITE
NON-STABILIZED; CALIFORNIA
GOLD 1/2" MINUS. 2" MINIMUM
DEPTH
14,392 SF ROCK MULCH
2"-3" CRUSHED STONE, 3" DEPTH,

COLOR SHALL BE SONOMA GOLD

WITH HUES OF TAN, GRAY, AND
BROWN OR APPROVED EQUAL.

SEE DETAIL 'F' ON SHEET PL-05
16,312 SF WOOD BARK MULCH 3" MIN DEPTH
SEE DETAIL D ON SHEET PL-05

PLANT SCHEDULE
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DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38

PLANTING SCHEDULE & NOTES
PL-01

1. THE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS AND THE MOST CURRENT EDITION OF THE APPLICABLE CITY AND/OR REGIONAL STANDARDS. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO OBTAIN COPIES OF THESE STANDARDS,

SPECIFICATIONS AND DRAWINGS, AS WELL AS ALL OTHER STANDARDS AND SPECIFICATIONS WHICH MAY BE NECESSARY TO COMPLETE AND ACCURATELY INTERPRET THESE PLANS.

2. ALL QUANTITIES LISTED IN THE LANDSCAPE SCHEDULE ARE FOR THE CONVENIENCE OF THE CONTRACTOR. IN THE CASE OF ANY DISCREPANCIES, PLANS SHALL OVERRIDE THE LANDSCAPE AND BID SCHEDULE QUANTITIES. CONTRACTOR SHALL VERIFY QUANTITIES SHOWN ON THE PLANS AND BASE THEIR BID ACCORDINGLY.

3. RESPONSIBILITY FOR ESTABLISHING SUBGRADES IS NOT INCLUDED IN THIS WORK. INSPECT SUBGRADES PRIOR TO COMMENCING WORK TO CONFIRM SUBGRADE DEPTHS AND GRADES.

ADVISE LANDSCAPE ARCHITECT OF DISCREPANCIES WITH DRAWINGS OR SPECIFICATIONS.

ALL PLANTING AREAS SHALL BE LEFT FREE OF CONSTRUCTION DEBRIS AND/OR TOXIC MATERIAL AND GRADED TO A LEVEL TO PERMIT LANDSCAPE CONSTRUCTION. TRENCHES OR OTHER FILLED EXCAVATIONS SHALL BE COMPACTED PRIOR TO LANDSCAPE INSTALLATION.

4. SITE GRADING NECESSITATED BY THE WORK AS IT PROGRESSES AND NOT SPECIFICALLY CALLED OUT ON THE PLANS WILL BE CONSIDERED INCIDENTAL WORK.

5. ALL LANDSCAPE AREAS SHALL BE UNIFORMLY GRADED SO THAT FINISHED SURFACES CONFORM TO THE TYPICAL SECTIONS AND PROPOSED GRADES SHOWN. FINISHED

SURFACES SHALL BE REASONABLY SMOOTH, COMPACTED, AND FREE FROM IRREGULAR SURFACE DRAINAGE. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR

ESTABLISHING THE FINISH GRADE AND SHALL BEAR FINAL RESPONSIBILITY FOR PROPER SURFACE DRAINAGE OF PLANTED AREAS.

11. AFTER ROUGH GRADING HAS OCCURRED, CONTRACTOR SHALL OBTAIN AN AGRONOMIC

SOILS REPORT AND SUBMIT TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO AMENDMENTS AND/OR PLANTING. CONTRACTOR SHALL APPLY RECOMMENDATIONS UNLESS OTHERWISE NOTED BY LANDSCAPE ARCHITECT.

12. BACKFILL MIX SHALL BE PLACED IN 6" LIFTS AND TAMPED INTO PLACE AROUND THE PLANT.

NO TRANSPLANTING SHALL BE DONE WHEN SOIL IS EXCESSIVELY WET. DO NOT COUNTERSINK AROUND CACTI OR SUCCULENTS. PROVIDE POSITIVE DRAINAGE AWAY FROM PLANT.

13. ALL TREES SHALL BE PLANTED A MINIMUM OF 5 FEET, ALL SHRUBS AND ACCENTS A MINIMUM OF 24", AND ALL GROUNDCOVERS 18" FROM EDGE OF CURBS, WALKS, WALLS, PADS, ETC., UNLESS DIRECTED OTHERWISE BY THE LANDSCAPE ARCHITECT.

14. EXCAVATE PITS, AS SHOWN ON DRAWINGS AND DETAILS. LOOSEN HARD SUBSOIL IN BOTTOM OF PIT. TEST DRAINAGE OF TREE, SHRUB AND PLANT PITS BY FILLING WITH WATER TWICE IN SUCCESSION. THE RETENTION OF WATER IN PLANTING PITS FOR MORE THAN TWENTY-FOUR (24) HOURS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. SUBMIT IN WRITING A PROPOSAL FOR THE CORRECTION TO THE OWNER'S REPRESENTATIVE FOR APPROVAL BEFORE PROCEEDING WITH WORK.

15. IF ROCK, UNDERGROUND CONSTRUCTION, ADVERSE DRAINAGE CONDITIONS, OR OTHER

OBSTRUCTIONS ARE ENCOUNTERED IN EXCAVATION FOR PLANTING OF ANY PLANT MATERIAL, NOTIFY THE OWNER'S REPRESENTATIVE. NEW LOCATIONS MAY BE SELECTED BY

THE OWNER'S REPRESENTATIVE, OR INSTRUCTIONS MAY BE ISSUED TO DIRECT REMOVAL OF OBSTRUCTION. PROCEED WITH WORK ONLY AFTER APPROVAL OF THE OWNER'S REPRESENTATIVE.

16. DO NOT MAKE SUBSTITUTIONS. IF SPECIFIED LANDSCAPE MATERIAL IS NOT OBTAINABLE,

SUBMIT PROOF OF NON-AVAILABILITY FROM AT LEAST FIVE SOURCES TO THE OWNER'S

REPRESENTATIVE, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL FOR FINAL APPROVAL.

17. ALL PLANT MATERIAL AND SPECIFICATIONS TO CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK STANDARDS UNLESS OTHERWISE NOTED.

18. LAY OUT INDIVIDUAL TREE AND PLANT LOCATIONS AND AREAS FOR MULTIPLE PLANTINGS,

STAKE LOCATIONS AND OUTLINE AREAS AND SECURE THE OWNER'S REPRESENTATIVE'S ACCEPTANCE BEFORE START OF PLANTING WORK. MAKE MINOR ADJUSTMENTS AS DIRECTED.

19. ALL SHRUBS SHALL HAVE A FULL HEAD THAT COVERS THE CAN DIAMETER (CAN FULL) AND A MINIMUM OF THREE STEMS/BRANCHES.

20. FINISH GRADE FOR PLANTED AREAS SHALL BE 1" BELOW ALL CURBS, WALKS AND PAVING WITH SMOOTH EVEN LINES AT EDGES OF STRUCTURES.

21. FINISH LANDSCAPE GRADES SHALL SLOPE AT A 2% GRADE AWAY FROM CURBS, WALKS, AND WALLS.

22. ALL LANDSCAPE AREAS SHALL RECEIVE A 3" DEPTH OF MULCH, UNLESS OTHERWISE NOTED ON THESE PLANS. TREES TO HAVE A 6" DIAMETER RING AROUND TRUNK FREE OF MULCH.

MULCH SHALL EXTEND UNDER ALL SHRUBS AND PLANTS. APPLY PRE-EMERGENT HERBICIDE PRIOR TO AND AFTER MULCH INSTALLATION.

23. PROVIDE SAMPLES OF PROPOSED MULCH SHOWING COLOR, GRADATION SIZE RANGE AND TEXTURE INCLUDING PROPOSED SOURCE. PROVIDE 1/2 CUBIC FOOT SAMPLE OF EACH.

24. ANY ROCK MULCH OR DECOMPOSED GRANITE SHALL NOT CONTAIN LUMPS OR BALLS OF CLAY, CALICHE, ORGANIC MATTER OR CALCAREOUS COATING. PROVIDE WEED BARRIER UNDER ALL DG AND/OR ROCK MULCH. THE CONTRACTOR SHALL ENSURE THAT SUFFICIENT QUANTITY IS AVAILABLE FROM A SINGLE SOURCE TO COMPLETE THE PROJECT. THE OWNER'S REPRESENTATIVE SHALL APPROVE SAMPLES PRIOR TO ORDERING.

25. NO JOB WILL BE CONSIDERED COMPLETE UNTIL ALL CURBS, PAVEMENT AND SIDEWALKS HAVE BEEN SWEPT CLEAN OF ALL DIRT AND DEBRIS ACCORDING TO PLANS.

26. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ANY PERMITS REQUIRED. (SEE THE CITY GENERAL CONDITIONS)

27. ALL CONSTRUCTION ROADS AND COMPACTED AREAS DEVELOPED THROUGH

CONSTRUCTION THAT ARE WITHIN THE LANDSCAPE AREAS SHALL BE SCARIFIED AND LOOSENED TO A DEPTH OF 12" PRIOR TO LANDSCAPE AND IRRIGATION WORK BEGINNING

28. PLANTINGS WITHIN THE SIGHT VISIBILITY TRIANGLE LINE SHALL BE MAINTAINED SO THAT NO LIMBS HANG LOWER THAN SEVEN (7) FEET AND SHRUBS OR OTHER PLANTS PLANTED WITHIN THE SIGHT VISIBILITY TRIANGLE LINE SHALL BE NO TALLER THAN TWO (2) FEET AT FULL GROWTH.

I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AB-1881 AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN.

GENERAL PLANTING NOTES

1. THE TERM “LANDSCAPE ARCHITECT” USED HEREIN SHALL MEAN THE LANDSCAPE ARCHITECT WHO

HAS SIGNED AND SEALED THESE PLANS AND IS IN RESPONSIBLE CHARGE OF THE LANDSCAPE ARCHITECTURE DESIGN. THE TERM “CONTRACTOR” USED HEREIN SHALL MEAN ANY GENERAL CONTRACTOR OR SUBCONTRACTOR USING THESE PLANS. ANY AGENCY SIGNATURE OR APPROVAL ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES.

2. THE LANDSCAPE ARCHITECT WILL NOT PROVIDE, OBSERVE, COMMENT ON NOR ENFORCE ANY SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND

MAINTAIN ALL SAFETY MEASURES AND SHALL BE SOLELY RESPONSIBLE FOR SAME AND

COMPLYING WITH ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. THE CONTRACTOR AGREES THAT SHE/HE SHALL ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR JOBSITE CONDITIONS AND SAFETY OF ALL PERSONS AND PROPERTY DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

3. THE LANDSCAPE ARCHITECT SHALL HAVE NO RESPONSIBILITY FOR ANY OF THE CONTRACTOR'S

MEANS AND METHODS OF CONSTRUCTION, TECHNIQUES, EQUIPMENT CHOICE AND USAGE,

SEQUENCE, SCHEDULE, SAFETY PROGRAMS, OR SAFETY PRACTICES, NOR SHALL THE LANDSCAPE

ARCHITECT HAVE ANY AUTHORITY OR RESPONSIBILITY TO STOP OR DIRECT THE WORK OF ANY CONTRACTOR.

4. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE LANDSCAPE ARCHITECT AND

OWNER, THEIR AGENTS AND EMPLOYEES, HARMLESS FROM ANY AND ALL CLAIMS, DEMANDS,

JUDGMENTS, LOSS, DAMAGES, COSTS, EXPENSES, FEES OR LIABILITY WHATSOEVER, REAL OR

ALLEGED, IN CONNECTION WITH, IN WHOLE OR IN PART, DIRECTLY OR INDIRECTLY, THE

PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE LANDSCAPE ARCHITECT.

5. IF THERE ARE ANY QUESTIONS REGARDING THESE PLANS, THE CONTRACTOR SHALL REQUEST IN

WRITING FROM THE LANDSCAPE ARCHITECT AND THE OWNER, AN INTERPRETATION BEFORE DOING ANY RELATED OR IMPACTED WORK.

6. THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO PROTECT THE PROPERTY FROM ANY

EROSION AND SILTATION THAT RESULT FROM CONTRACTOR OPERATIONS BY APPROPRIATE

MEANS UNTIL SUCH TIME THAT THE PROJECT IS COMPLETED AND ACCEPTED FOR MAINTENANCE BY WHOMEVER IS TO BE ULTIMATELY RESPONSIBLE FOR MAINTENANCE.

7. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO STARTING WORK NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH UTILITY COMPANY REPRESENTATIVES.

8. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED FROM A SEARCH OF READILY AVAILABLE RECORDS. NO REPRESENTATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF SAID UTILITY INFORMATION. THE

CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND ANY OTHERS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ALL

DAMAGES THERETO CAUSED BY THE CONTRACTOR SHALL BE REPAIRED TO THE APPROPRIATE SPECIFICATIONS AND STANDARDS AT THE SOLE EXPENSE OF THE CONTRACTOR.

9. THE LOCATION, ELEVATIONS, SIZE, TYPE AND CONDITION OF EXISTING IMPROVEMENTS ADJACENT

TO THE PROPOSED WORK INDICATED ON THESE PLANS SHALL BE CONFIRMED BY THE

CONTRACTOR BY FIELD MEASUREMENTS AND OBSERVATIONS PRIOR TO CONSTRUCTION OF NEW WORK. THE CONTRACTOR WILL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT IN WRITING IF ANY DISCREPANCIES OR CONFLICTING INFORMATION IS FOUND.

10. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING

UNDERGROUND FACILITIES AS NEEDED, SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT

REVISIONS TO PLANS IF REVISIONS ARE NECESSARY DUE TO THE ACTUAL LOCATION, SIZE, TYPE, OR CONDITION OF EXISTING FACILITIES DIFFERING FROM WHAT IS SHOWN ON THESE PLANS.

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ANY DAMAGE TO THE EXISTING IMPROVEMENTS AND REPLACEMENT TO THE SATISFACTION OF THE OWNER.

12. SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS THE CONTRACTOR SHALL NOTIFY

THE LANDSCAPE ARCHITECT IN WRITING IMMEDIATELY BEFORE PROCEEDING WITH THE WORK IN QUESTION.

13. ANYTHING MENTIONED IN THE SPECIFICATIONS, IF ANY, AND NOT SHOWN ON THE DRAWINGS, OR

SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS, SHALL BE OF LIKE EFFECT AS IF SHOWN OR MENTIONED IN BOTH.

PLANTING SCHEDULE LANDSCAPE ARCHITECT NOTES
RANDALL A KOPFF JR, LLA 6633
29 MULCHING SCHEDULE

SAN ANTONIO DR

BROADWAY ST BROADWAY ST

BROADWAY CIR

SYMBOL BOTANICAL / COMMON NAME
TREES
ARBUTUS X `MARINA` / MARINA MADRONE

KOELREUTERIA PANICULATA / GOLDEN RAIN TREE
SHRUBS

AGAVE ATTENUATA / FOXTAIL AGAVE

CAREX DIVULSA / EUROPEAN GREY SEDGE

DIETES BICOLOR / FORTNIGHT LILY

ELEGIA ELEPHANTINA / LARGE CAPE RUSH

ERIGERON KARVINSKIANUS / SANTA BARARA DAISY
GAURA LINDHEIMERI `SISKIYOU PINK` / SISKIYOU PINK GAURA GAURA LINDHEIMERI `SO WHITE` / SO WHITE GAURA
JUNCUS PATENS `ELK BLUE` / SPREADING RUSH

LAVANDULA X INTERMEDIA / LAVENDIN

MUHLENBERGIA RIGENS / DEER GRASS

MYRTUS COMMUNIS 'COMPACTA' / DWARF COMMON MYRTLE

SALVIA LEUCANTHA / MEXICAN BUSH SAGE

TEUCRIUM CHAMAEDRYS / GERMANDER
WESTRINGIA FRUTICOSA `MORNING LIGHT` / MORNING LIGHT COAST ROSEMARY

INERT MATERIAL
ROCK BOULDERS / 3' DIAMETER
ROCK BOULDERS / 4' DIAMETER
ROCK BOULDERS / 5' DIAMETER

GROUND COVERS
BACCHARIS X 'STARN' / STARN THOMPSON® COYOTE BRUSH
FESTUCA GLAUCA `ELIJAH BLUE` / ELIJAH BLUE FESCUE

MUHLENBERGIA DUBIA / PINE MUHLY

ROSMARINUS OFFICINALIS 'PROSTRATE' / PROSTRATE ROSEMARY

EXISTING

EXISTING LANDSCAPE / TO REMAIN

PLANT SCHEDULE

ROOT BARRIER

METAL EDGER
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CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38
NORTH

PLANTING PLAN
30 PL-02
SEE PL-03
"SA-1' LINE STA 55+50
PLANT LEGEND (FOR FULL SCHEDULE SEE PL-01)

SYMBOL BOTANICAL / COMMON NAME
TREES
ARBUTUS X `MARINA` / MARINA MADRONE

KOELREUTERIA PANICULATA / GOLDEN RAIN TREE
SHRUBS

AGAVE ATTENUATA / FOXTAIL AGAVE

CAREX DIVULSA / EUROPEAN GREY SEDGE

DIETES BICOLOR / FORTNIGHT LILY

ELEGIA ELEPHANTINA / LARGE CAPE RUSH

ERIGERON KARVINSKIANUS / SANTA BARARA DAISY
GAURA LINDHEIMERI `SISKIYOU PINK` / SISKIYOU PINK GAURA GAURA LINDHEIMERI `SO WHITE` / SO WHITE GAURA
JUNCUS PATENS `ELK BLUE` / SPREADING RUSH

LAVANDULA X INTERMEDIA / LAVENDIN

MUHLENBERGIA RIGENS / DEER GRASS

MYRTUS COMMUNIS 'COMPACTA' / DWARF COMMON MYRTLE

SALVIA LEUCANTHA / MEXICAN BUSH SAGE

TEUCRIUM CHAMAEDRYS / GERMANDER
WESTRINGIA FRUTICOSA `MORNING LIGHT` / MORNING LIGHT COAST ROSEMARY

INERT MATERIAL
ROCK BOULDERS / 3' DIAMETER
ROCK BOULDERS / 4' DIAMETER
ROCK BOULDERS / 5' DIAMETER

GROUND COVERS
BACCHARIS X 'STARN' / STARN THOMPSON® COYOTE BRUSH
FESTUCA GLAUCA `ELIJAH BLUE` / ELIJAH BLUE FESCUE

MUHLENBERGIA DUBIA / PINE MUHLY

ROSMARINUS OFFICINALIS 'PROSTRATE' / PROSTRATE ROSEMARY

EXISTING

EXISTING LANDSCAPE / TO REMAIN

PLANT SCHEDULE

ROOT BARRIER

METAL EDGER
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CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38
NORTH
SEE PL-02
"SA-1" LINE STA 55+50

PLANTING PLAN
31 PL-03
PLANT LEGEND (FOR FULL SCHEDULE SEE PL-01)

SAN ANTONIO DR

BROADWAY ST BROADWAY ST

BROADWAY CIR

SYMBOL BOTANICAL / COMMON NAME

INERT MATERIAL

DECOMPOSED GRANITE

ROCK MULCH

WOOD BARK MULCH
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CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38
NORTH

MULCH PLAN
32 PL-04
MULCH LEGEND (FOR FULL SCHEDULE SEE PL-01)
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CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38

PLANTING DETAILS
33 PL-05
6"
NOTES:

1. REFERENCE PLANTING SPECIFICATIONS/

SPECIAL PROVISIONS FOR ADDITIONAL
INFORMATION.

2. DOUBLE STAKE ALL TREES #15 (15 GAL.)
SIZE AND LARGER.

3. FOR SINGLE STAKED TREES, PLACE
STAKE ON WINDWARD SIDE OF TREE.

4. FOR DOUBLE STAKED TREES, PLACE

STAKES PERPENDICULAR TO WINDWARD
SIDE OF TREE.

5. LOCATE ALL STAKES OUTSIDE OF
ROOTBALL. DO NOT DRIVE STAKES INTO
ROOTBALL. STAKE SHALL BE DRIVEN MIN.
24" INTO NATIVE SOIL AT BOTTOM OF
PLANTING PIT.

6. REMOVE ANYTHING (IE. BURLAP, WIRES,
STRAPS, ETC.) THAT COULD GIRDLE TREE
OR RESTRICT TREE GROWTH.
3 X ROOTBALL WIDTH
3" MULCH LAYER
4" HIGH BERM, FIRMLY COMPACTED
6" DIA. CLEAR OF MULCH AT TRUNK FLARE
FINISHED GRADE.

FERTILIZER TABLETS (MAX 3" DEEP)

SCARIFY BOTTOM AND SIDES OF PLANTING PIT

SET ROOTBALL ON UNDISTURBED

STABLE SUBSOIL SO THAT TOP OF
ROOTBALL IS 1" ABOVE FINISHED GRADE
AND TO PREVENT SETTLING.

PREPARED BACKFILL

TYPICAL TREE PLANTING B NTS

TRUNK/ROOTBALL TO BE CENTERED AND

PLUMB/LEVEL IN PLANTING PIT

UNDISTURBED NATIVE SOIL

TYPICAL SHRUB PLANTING C NTS
9-12"
3 X

ROOTBALL WIDTH
6"
2-3" MULCH LAYER AS SPECIFIED
4" HIGH BERM, FIRMLY

COMPACTED
3" DIA. CLEAR OF MULCH FROM
TRUNK
FINISHED GRADE.

UNDISTURBED NATIVE SOIL

SCARIFY BOTTOM AND SIDES OF

PLANTING PIT

SET ROOTBALL ON UNDISTURBED

STABLE SUBSOIL SO THAT TOP
OF ROOTBALL IS 1" ABOVE
FINISHED GRADE.

PREPARED BACKFILL

PLANT TO BE INSTALLED CENTERED

AND PLUMB/LEVEL IN PLANTING PIT

TYPICAL GROUNDCOVER PLANTING
E NTS
2-3" MULCH LAYER
4" HIGH BERM FIRMLY

COMPACTED
FINISHED GRADE.

UNDISTURBED NATIVE SOIL
PREPARED PLANTING SOIL. AMEND

ENTIRE BED FOR GROUNDCOVER
BEDS.

MINIMUM
PLAN

SECTION
FERTILIZER TABLETS (MAX 3"
DEEP)
NOTES:

1. REFERENCE PLANTING SPECIFICATIONS/ SPECIAL PROVISIONS FOR ADDITIONAL INFORMATION.

2. WHEN SHRUBS MASSED WITH GROUNDCOVER BEDS, ENTIRE BED TO BE AMENDED.

3. WHEN SHRUBS ARE USED IN MASSES, PRUNE ALL SHRUBS TO ACHIEVE UNIFORM

MASS/HEIGHT

SECTION

SECTION

SCARIFY BOTTOM AND SIDES OF

PLANTING PIT
24"

REFER TO CITY STANDARD DETAIL THIS
SHEET.
6"
4"
4" PERFORATED PVC

STANDPIPE WITH GRATE

CAP AT MULCH LEVEL,

WRAPPED IN FILTER

FABRIC, EXTEND TO

BOTTOM OF PLANTER PIT

REFER TO CITY STANDARD DETAIL THIS
SHEET.

BEST FACE OF SHRUB TO FACE

FRONT OF PLANTING BED

REFER TO PLANT SCHEDULE AND

PLANS FOR SPACING/LAYOUT
PLAN

BEST FACE OF PLANT TO FACE

FRONT OF PLANTING BED

REFER TO PLANT SCHEDULE AND

PLANS FOR SPACING/LAYOUT
PLAN
NOTES:

1. REFERENCE PLANTING

SPECIFICATIONS/ SPECIAL PROVISIONS
FOR ADDITIONAL INFORMATION.
4"

FRONT OF BED

FRONT OF BED
4"

ROOT CONTROL BARRIER
J NTS
10' MIN.
10' MIN.

ROOT BARRIER REQUIRED WITHIN
10' OF TREE TRUNK

TREE TRUNK

ROOT BARRIER

TREE TRUNK
24" DEPTH ROOT BARRIER

FINISHED GRADE
TOP OF ROOT BARRIER 1/2"

ABOVE FINISHED GRADE

BUT NOT HIGHER THAN

ADJACENT HARDSCAPE

ROOT BARRIER REQUIRED WITHIN
10' OF TREE TRUNK

HARDSCAPE, WALLS,

BUILDINGS, BROW

DITCHES, OR OTHER

IMPROVEMENTS

SECTION
PLAN
NOTES:

1. ROOT BARRIER SHALL BE INSTALLED ADJACENT TO THE IMPROVEMENT AND NOT AROUND THE ROOTBALL.

2. ROOT BARRIER REQUIRED WHEN TREE TRUNK IS WITHIN 10' OF HARDSCAPE, WALLS, BUILDINGS, BROW

DITCHES, OR OTHER IMPROVEMENTS

CL TREE

DECOMPOSED GRANITE MULCH
H NTS

TYPE A CURB AND GUTTER,

SEE LAYOUT SHEETS

COMPACT SUBGRADE TO
90% PROCTOR DENSITY

SIDEWALK
1"FREE BOARD
VARIES

WRAP WEED BARRIER ON SIDE OF PAVING

AND ADHERE W/CONSTRUCTION

ADHESIVE
3" DEPTH ROCK MULCH

BOULDER G NTS
85% COMPACTED NATIVE SOIL
NOTE: PLACE ALL BOULDERS SUCH THAT 1/3

OF THE TOTAL MASS OF EACH BOULDER IS
BELOW FINISH GRADE.

BOULDERS TO BE SURFACE SELECT, NATIVE
STONE, CLEAN AND UNSCARRED. SIZE TO BE

AS INDICATED ON PLANS

BOULDERS SHOWN IN A GROUP

ARE TO BE PLACED TOUCHING

EACH OTHER IN A NATURAL

CONFIGURATION

FINISH GRADE

BOULDER

ROCK MULCH
F NTS

CITY STANDARD DWG - TREE STAKING A NTS
APPLY PRE-EMERGENT 1/2" MAX

METAL EDGER

ROCK MULCH

LANDSCAPE
12" METAL STAKES TO LOCK

INTO PERFORMED LOOPS ON
EDGING
NOTE:

1. INSTALL PER MANUFACTURES INSTALLATION
GUIDELINES.

2. 8'-0" SECTIONS TO INCLUDE (3) 12" METAL STAKES.

3. 16'-0" SECTIONS TO INCLUDE (5) 12" METAL STAKES.

4. CORNERS - CUT BASE EDGING UP HALFWAY AND
FOR A CONTINUOUS CORNER.

COMPACT GRADES

ADJACENT TO EDGING TO

AVOID SETTLING

METAL EDGER
I NTS
PREPARED PLANTING SOIL 1/2"

CONCRETE
CURB
3" DEPTH WOOD BARK MULCH

WOOD BARK MULCH D NTS

APPLY PRE-EMERGENT HERBICIDE PRIOR

TO LAYING MULCH
PREPARED PLANTING SOIL 1/2"

CONCRETE
CURB
3" DECOMPOSED GRANITE

WEED BARRIER,
MIRAFI 140N OR APPROVED EQUAL AND

APPLY PRE-EMERGENT HERBICIDE

PRIOR TO LAYING MULCH

NUMBER MODEL SIZE TYPE GPM HEADS DESIGN PSI
1 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 10.07 1,511 LF 15 2 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 5.92 887.6 LF 15 3 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 4.95 742.3 LF 15 4 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 8.09 1,214 LF 15 5 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 8.97 1,346 LF 15 6 RAIN BIRD PEB 1" BUBBLER 2 8 15
7 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 10.19 1,529 LF 15 8 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 8.9 1,335 LF 15 9 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 9.3 1,395 LF 15 10 RAIN BIRD PEB 1" BUBBLER 2 8 15
11 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 1.72 258.0 LF 15 12 RAIN BIRD PEB 1-1/2" SHRUB ROTOR 14.8 9 35
13 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 5.14 771.2 LF 15 14 RAIN BIRD PEB 1" SHRUB ROTOR 10.72 16 35
15 RAIN BIRD PEB 1" SHRUB ROTOR 12.8 10 35
16 RAIN BIRD PEB 1" BUBBLER 3 12 15
17 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 10.36 1,555 LF 15 18 RAIN BIRD XCZ-100-PRB-COM 1" AREA FOR DRIPLINE 8.42 1,262 LF 15 P.O.C. NUMBER: 01
Water Source Information: SEE UTILITY PLANS

FLOW AVAILABLE
Water Meter Size: 1"
Flow Available 37.5 GPM

PRESSURE AVAILABLE
Static Pressure at POC: 60 PSI
Elevation Change: 0.00 ft
Service Line Size: 2"
Length of Service Line: 0 ft
Pressure Available: 60 PSI

DESIGN ANALYSIS
Maximum Station Flow: 14.8 GPM
Flow Available at POC: 37.5 GPM
Residual Flow Available: 22.7 GPM
Critical Station: 13
Design Pressure: 35 PSI
Friction Loss: 1.25 PSI
Fittings Loss: 0.13 PSI
Elevation Loss: 0 PSI
Loss through Valve: 1.88 PSI
Pressure Req. at Critical Station: 38.3 PSI
Loss for Fittings: 0.1 PSI
Loss for Main Line: 1.03 PSI
Loss for POC to Valve Elevation: 4.38 PSI
Loss for Backflow: 12.3 PSI
Loss for Master Valve: 0.77 PSI
Loss for Water Meter: 0.77 PSI
Critical Station Pressure at POC: 57.6 PSI
Pressure Available: 60 PSI
Residual Pressure Available: 2.44 PSI

SYMBOL MANUFACTURER/MODEL QTY ARC PSI GPM RADIUS
RAIN BIRD 1806-SAM-5 SERIES STREAM W/ PCS 5Q-25 28 90 15 0.25 3' RAIN BIRD 1806-SAM-5 SERIES STREAM W/ PCS 5Q-25 28 90 15 0.25 3'

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
RAIN BIRD 3500-S-PC-SAM 0.75

SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL
CIRCLE. WITH SEAL-A-MATIC CHECK VALVE.
16 RAIN BIRD 3500-S-PC-SAM 1.5

SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL
CIRCLE. WITH SEAL-A-MATIC CHECK VALVE.
11 RAIN BIRD 3500-S-PC-SAM 2.0

SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL
CIRCLE. WITH SEAL-A-MATIC CHECK VALVE.
8 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
RAIN BIRD XCZ-100-PRB-COM

WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. 1IN. BALL VALVE WITH 1IN. PESB VALVE
AND 1IN. PRESSURE REGULATING 40PSI QUICK-CHECK
BASKET FILTER. 5 GPM-20 GPM.
12 NETAFIM 65ARIB1-150
1" COMBINATION AIR VENT. MALE PIPE THREAD.

CONTINUOUS ACTING, MAXIMUM OPERATING PRESSURE
150 PSI. PERFORMS BOTH FUNCTIONS AS AN AIR/VACUUM
RELIEF VENT AND AUTOMATIC AIR RELEASE VENT.
12 RAIN BIRD OPERIND
DRIP SYSTEM OPERATION INDICATOR, STEM RISES 6IN.

FOR CLEAR VISIBILITY WHEN DRIP SYSTEM IS CHARGED
TO A MINIMUM OF 20PSI. INCLUDES 16IN. OF 1/4IN.

DISTRIBUTION TUBING WITH CONNECTION FITTING
PRE-INSTALLED.
12 AREA TO RECEIVE DRIPLINE
NETAFIM TLCV-06-18

TECHLINE PRESSURE COMPENSATING LANDSCAPE
DRIPLINE WITH CHECK VALVE. 0.6 GPH EMITTERS AT 18"
O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN. 17MM.
20,707 SF

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

RAIN BIRD PEB
1", 1.5" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION.
6 RAIN BIRD 44-LRC
1" BRASS QUICK-COUPLING VALVE, WITH

CORROSION-RESISTANT STAINLESS STEEL SPRING,
LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE
BODY.
5 GATE SHUT OFF VALVE
BRASS GATE VALVE. THREADED BONNET, NON-RISING
STEM, PRESSURE RATED TO 200 PSI. SAME SIZE AS
MAINLINE.
10 RAIN BIRD EFB-CP-PRS-D 1"
1" BRASS MASTER VALVE, THAT IS CONTAMINATION
PROOF W/SELF-FLUSHING FILTER SCREEN. GLOBE

CONFIGURATION, RECLAIMED WATER COMPATIBLE, AND

PURPLE HANDLE COVER DESIGNATES NON-POTABLE
WATER USE. WITH PRESSURE REGULATOR.
1 FEBCO 825Y 1"

REDUCED PRESSURE BACKFLOW PREVENTER
1 EXISTING CONTROLLER

RUN NEW WIRE FROM PROPOSED VALVES TO EXISTING
CONTROLLER. FIELD VERIFY THAT THE CONTROLLER CAN
ACCOMODATE THE PROPOSED VALVES.
1 WEATHERMATIC SLFSI-T10
1" TEE TYPE INSERT FLOW SENSOR USED WITH THE

SMARTLINK FLOW AIRCARD
1 WATER METER 1"

SEE UTILITY PLANS
1 IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1,888 LF
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 1,153 LF
PIPE SLEEVE: PVC SCHEDULE 40 502.9 LF
i
BF
C
M
#"
#
Valve Number
Valve Size
Valve Flow
Valve Callout
#-#
Controller Letter
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CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38

IRRIGATION SCHEDULE IRRIGATION NOTES

VALVE SCHEDULE

CRITICAL ANALYSIS

STATE OF CALIFORNIA ESTIMATED WATER USE

TOTAL WATER USE IS CALCULATED BY SUMMING THE AMOUNT OF WATER ESTIMATED FOR EACH HYDROZONE. WATER USE FOR EACH HYDROZONE IS ESTIMATED WITH THE FOLLOWING FORMULA:

ESTIMATED TOTAL WATER USE (ETWU) = GAL / YEAR PER HYDROZONE ET ADJUSTMENT FACTOR (ETAF) =

0.55 ETAF FOR RESIDENTIAL LANDSCAPE

0.45 ETAF FOR NON-RESIDENTIAL LANDSCAPE

0.8 ETAF FOR EXISTING NON-REHABILITATED LANDSCAPE
SPECIAL LANDSCAPE SHALL NOT EXCEED 1.0 ETAF
PLANT FACTOR (PF) = WATER USE CLASSIFICATION OF LANDSCAPE SPECIES HYDROZONE AREA (HA) = (SF OF LANDSCAPE) OR (32 SF / TREE)

CONVERSION FACTOR (CONVERTS ACRE-INCHES PER ACRE PER YEAR TO GALLONS PER SQUARE FOOT PER YEAR = 0.62
IRRIGATION EFFICIENCY (IE) = 0.75 (OVERHEAD SPRAY) 0.81 (DRIP) SPECIAL LANDSCAPE AREA (SLA) = SF OF EDIBLE PLANTS, RECREATIONAL AREAS, AREAS

IRRIGATED WITH RECYCLED WATER, OR WATER FEATURS USING RECYCLED WATER EVAPOTRANSPIRATION RATE (ETo) = QUANTITY OF WATER EVAPORATED FROM ADJ. SOIL AND

TRANSPIRED BY PLANTS OVER A SPECIFIED TIME
ETWU = [(ETo) * (PF) * (HA) * (0.62)] / (IE)
MAWA = (ETo) * (0.62) [ETAF) * (SUM OF SLA & HA)] + [(1-ETAF) * (SLA)] HYDROZONE "A" (DRIP)

ETO PF HA CONVERSION FACTOR IE SLA ETWU (GAL/YEAR)

49.60 0.30 1,886 0.62

0.81 - 21,480.84
HYDROZONE "B" (BUBBLER)

ETO PF HA CONVERSION FACTOR IE SLA ETWU (GAL/YEAR)

49.60 0.30 448 0.62

0.75 - 5,510.76
HYDROZONE "C" (SHRUB SPRAY)

ETO PF HA CONVERSION FACTOR IE SLA ETWU (GAL/YEAR)

49.60 0.30 8,761 0.62

0.75 -
107,767.31
ESTIMATED TOTAL WATER USE (GAL/YEAR) 134,758.91

MAXIMUM APPLIED WATER ALLOWANCE (MAWA)

ETO SUM OF HA CONVERSION FACTOR ETAF
SUM OF
SLA

MAWA(GAL/YEAR)

49.60 11,095.00

0.62 0.45 - 153,537.05
MAXIMUM APPLIED WATER ALLOWANCE (GAL/YEAR) 153,537.05

MAXIMUM APPLIED WATER ALLOWANCE PERCENT OF ESTIMATED TOTAL

WATER USE

87.77%

IRRIGATION NOTES & SCHEDULES
34 IR-01

1. LOW-FLOW BUBBLER ZONES WILL BE DRAINED IN COLD WEATHER SITUATIONS USING THE MANUAL FLUSH VALVES.

2. FILTER CLEANING AND REPLACEMENT ON A REGULAR BASIS.

3. CHECKING FOR LEAKS AT EACH VALVE AND INSPECTION OF EACH ZONE ON A MONTHLY BASIS.

4. HAVE THE CONTRACTOR WALK EACH SECTION OF LOW-FLOW BUBBLERS TO CHECK FOR CLOGGING OR PROBLEMS.

5. IF AN ON-SITE WEATHER STATION IS SPECIFIED, IT NEEDS TO BE CALIBRATED REGULARLY TO PROVIDE ACCURATE DATA. BECAUSE OF THE COST OF MAINTAINING AN ON-SITE WEATHER STATION, IT IS

RECOMMENDED TO USE A CONTROL SYSTEM WHICH UTILIZES A NETWORK OF ET DATA THAT CAN ASSURE ACCURACY TO WITHIN ON KILOMETER OF THE SITE.

MAINTENANCE:

1. THE WATER SYSTEM IN KING CITY IS OWNED AND OPERATED BY CAL WATER. ALL WORK SHALL BE IN ACCORDANCE TO CAL WATER SPECIFICATIONS.

2. THE SYSTEM HAS BEEN DESIGNED TO PROVIDE 100% COVERAGE. ANY CHANGES MADE IN THE LAYOUT DUE TO FIELD CONDITIONS SHALL BE IN ACCORDANCE WITH THESE STANDARDS. QUANTITIES IN SCHEDULE ARE ESTIMATED. PLAN SHALL TAKE PRECEDENCE.

3. ALL IRRIGATION LINES AND VALVES ARE SHOWN DIAGRAMMATICALLY. ALL LINES AND VALVES TO BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE.

4. CONTRACTOR TO FIELD LOCATE ALL PROPOSED IRRIGATION WATER MAIN LINE LOCATIONS. CONTACT

LANDSCAPE ARCHITECT PRIOR TO START OF WORK IF DISCREPANCIES BETWEEN THIS PLAN AND EXISTING CONDITIONS ARE FOUND.

5. LOCATE ALL VALVES INSIDE LANDSCAPE AREAS, ALLOWING ACCESS FOR MAINTENANCE PURPOSES, BUT HIDING THEM FROM PUBLIC VIEW WHENEVER POSSIBLE.

6. ALL PRESSURE MAINLINES UNDER ASPHALT PAVEMENT SHALL BE PLACED WITHIN SLEEVES AS NOTED.

WHERE ELECTRIC VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER MAIN OR LATERAL LINES THEY SHALL BE CONTAINED WITHIN A SEPARATE, SMALLER CONDUIT.

7. CONTRACTOR SHALL PROVIDE "AS-BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER AT SUBSTANTIAL COMPLETION BEFORE RECEIVING FINAL PAYMENT.

8. ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR, WHETHER INSTALLED BY HIM OR NOT, SHALL BE LOCATED ON THE "AS-BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF EACH SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS-BUILT" DRAWINGS. ALL SLEEVES SHALL BE SIZED TWO PIPE SIZES GREATER THAN PIPE IT CARRIES.

9. ALL DRIP ZONES SHALL BE INSTALLED WITH A SELF-FLUSHING DISC FILTER, OR APPROVED EQUAL

10. IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON-SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE OWNER/GENERAL CONTRACTOR. WORK IN THE R.O.W. SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND/OR STATE HIGHWAY JURISDICTION.

11. VERIFY CONTROLLER AND RAIN SENSOR LOCATION AND MAINLINE POINT OF CONNECTION AT PROJECT SITE WITH OWNER.

12. ELECTRIC SERVICE TO CONTROLLER SHALL BE PROVIDED BY THE GENERAL CONTRACTOR.

13. ALL 24 VAC WIRING SHALL BE OF DIRECT BURIAL COPPER WIRE AS FOLLOWS: · CONTROL WIRES - #14 · COMMON WIRES - #12

13. INSTALLATION OF WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS IN SUCH A MANNER AS TO ALLOW FOR A SPEEDY AND ORDERLY COMPLETION OF ALL WORK ON THE SITE.

14. COORDINATE WITH PLANTING PLAN FOR PLANTER BED LOCATIONS AND TREE LOCATIONS.

15. CONTRACTOR SHALL COORDINATE WITH DEVELOPER FOR OPERATING PARAMETERS OF MASTER SYSTEM. THIS DESIGN REQUIRES 60 PSI TO OPERATE. IF THE MASTER SYSTEM CANNOT PROVIDE THESE

PARAMETERS, CONTRACTOR SHALL MAKE ADJUSTMENTS TO THE DESIGN BY ADDING CONTROL VALVES, A BOOSTER PUMP, PRESSURE REDUCING VALVE, OR OTHER EQUIPMENT, AS NECESSARY. CONTRACTOR

SHALL SUBMIT DESIGN REVISIONS TO OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO SUBMITTING BID.

16. A FINAL REPORT FOR THE TESTING AND ADJUSTING OF ALL NEW SYSTEMS SHALL BE COMPLETED PRIOR TO FINAL APPROVAL BY THE FIELD INSPECTOR. THIS REPORT SHALL BE SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESES SERVICES.

17. A LAMINATED DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES.

18. A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE SIGNER OF THE

LANDSCAPE PLANS, THE SIGNER OF THE IRRIGATION PLANS, OR THE LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT.

19. AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION.

THE IRRIGATION MAINTENANCE SCHEDULE TASKS LISTED BELOW ARE INTENDED A S MINIMUM STANDARDS AND MORE FREQUENT ATTENTION MAY BE REQUIRED DEPENDING ON THE PARTICULAR SITE CONDITIONS.

MAINTENANCE SHALL BE DONE TO ENSURE WATER EFFICIENCY. REPAIR OF IRRIGATION EQUIPMENT SHALL BE DONE WITH THE ORIGINALLY SPECIFIED MATERIALS OR APPROVED EQUIVALENTS.

FREQUENCY - QUARTERLY
TASK - CONTROLLER CABINET : OPEN CABINET AND CLEAN OUT DEBRIS AND REPLACE BATTERY AS NECESSARY.CHECK WIRING AND REPAIR AS NEEDED AND CHECK CLOCK AND RESET IF NECESSARY.

FREQUENCY - MONTHLY
TASK - IRRIGATION SCHEDULE: ADJUST SCHEDULE FOR SEASONAL VARIATIONS AND OTHER CONDITIONS WHICH MAY AFFECT THE AMOUNT OF WATER NEEDED TO MAINTAIN PLANT HEALTH. ADJUST AS NECESSARY.

FREQUENCY - QUARTERLY
TASK - POC: VISUALLY INSPECT COMPONENTS FOR LEAKS, PRESSURE SETTINGS, SETTLEMENT OR OTHER DAMAGE AFFECTING THE OPERATION OF A COMPONENT. REPAIR AS NEEDED.

FREQUENCY - QUARTERLY
TASK - REMOTE CONTROL VALVES : ISOLATION VALVES AND QUICK COUPLER VALVES: VISUALLY INSPECT FOR LEAKS, SETTLEMENTS, WIRE CONNECTIONS AND PRESSURE SETTINGS. REPAIR AS NEEDED.

FREQUENCY - QUARTERLY
TASK - MAINLINE AND LATERALS: VISUALLY INSPECT FOR LEAKS OR SETTLEMENTS OF TRENCH.

FREQUENCY - WEEKLY

TASK - FILTERS AND STRAINERS - VISUALLY CHECK FOR ANY BROKEN MALIGNED OR CLOGGED HEADS, HEADS WITH INCORRECT ARC, INADEQUATE COVERAGE OR OVERSPRAY AND LOW HEAD DRAINAGE. REPAIR AS NEEDED.

FREQUENCY - MONTHLY
TASK - FILTERS AND STRAINERS: VISUALLY CHECK FOR LEAKS, BROKEN FITTINGS. CLEAN AND FLUSH SCREENS.

IRRIGATION MAINTENANCE SCHEDULE:

M
BF C 112" 112" 1 112" 112" 112" i i i i i i i i i i SAN ANTONIO DR

BROADWAY ST

BROADWAY ST

BROADWAY CIR

SYMBOL MANUFACTURER/MODEL
RAIN BIRD 1806-SAM-5 SERIES STREAM W/ PCS 5Q-25

SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD 3500-S-PC-SAM 0.75

SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL
CIRCLE. WITH SEAL-A-MATIC CHECK VALVE.

RAIN BIRD 3500-S-PC-SAM 1.5

SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL
CIRCLE. WITH SEAL-A-MATIC CHECK VALVE.

RAIN BIRD 3500-S-PC-SAM 2.0

SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL
CIRCLE. WITH SEAL-A-MATIC CHECK VALVE.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD XCZ-100-PRB-COM

WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. 1IN. BALL VALVE WITH 1IN. PESB VALVE
AND 1IN. PRESSURE REGULATING 40PSI QUICK-CHECK
BASKET FILTER. 5 GPM-20 GPM.

NETAFIM 65ARIB1-150
1" COMBINATION AIR VENT. MALE PIPE THREAD.

CONTINUOUS ACTING, MAXIMUM OPERATING PRESSURE
150 PSI. PERFORMS BOTH FUNCTIONS AS AN AIR/VACUUM
RELIEF VENT AND AUTOMATIC AIR RELEASE VENT.

RAIN BIRD OPERIND
DRIP SYSTEM OPERATION INDICATOR, STEM RISES 6IN.

FOR CLEAR VISIBILITY WHEN DRIP SYSTEM IS CHARGED
TO A MINIMUM OF 20PSI. INCLUDES 16IN. OF 1/4IN.

DISTRIBUTION TUBING WITH CONNECTION FITTING
PRE-INSTALLED.

AREA TO RECEIVE DRIPLINE
NETAFIM TLCV-06-18

TECHLINE PRESSURE COMPENSATING LANDSCAPE
DRIPLINE WITH CHECK VALVE. 0.6 GPH EMITTERS AT 18"
O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN. 17MM.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

RAIN BIRD PEB
1", 1.5" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION.

RAIN BIRD 44-LRC
1" BRASS QUICK-COUPLING VALVE, WITH

CORROSION-RESISTANT STAINLESS STEEL SPRING,
LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE
BODY.

GATE SHUT OFF VALVE
BRASS GATE VALVE. THREADED BONNET, NON-RISING
STEM, PRESSURE RATED TO 200 PSI. SAME SIZE AS
MAINLINE.

RAIN BIRD EFB-CP-PRS-D 1"
1" BRASS MASTER VALVE, THAT IS CONTAMINATION
PROOF W/SELF-FLUSHING FILTER SCREEN. GLOBE

CONFIGURATION, RECLAIMED WATER COMPATIBLE, AND

PURPLE HANDLE COVER DESIGNATES NON-POTABLE
WATER USE. WITH PRESSURE REGULATOR.

FEBCO 825Y 1"

REDUCED PRESSURE BACKFLOW PREVENTER

EXISTING CONTROLLER

RUN NEW WIRE FROM PROPOSED VALVES TO EXISTING
CONTROLLER. FIELD VERIFY THAT THE CONTROLLER CAN
ACCOMODATE THE PROPOSED VALVES.

WEATHERMATIC SLFSI-T10
1" TEE TYPE INSERT FLOW SENSOR USED WITH THE

SMARTLINK FLOW AIRCARD
WATER METER 1"

SEE UTILITY PLANS
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21
PIPE SLEEVE: PVC SCHEDULE 40 i
BFCM
#" #
Valve Number
Valve Size
Valve Flow
Valve Callout
#-#
Controller Letter ® Know what's below.

Call before you dig.

CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38 NORTH

IRRIGATION NOTES (TYPICAL FOR ALL AREAS) IRRIGATION SCHEDULE

IRRIGATION PLAN
35 IR-02
SEE IR-03
"SA-1" LINE STA 55+50

1. UNDER NO CIRCUMSTANCES SHALL NEW IRRIGATION LINES AND WIRE BE INSTALLED UNDER HARDSCAPE WITHOUT A SLEEVE. ALL SLEEVES SHALL BE TWO (2) TIMES THE SIZE OF THE PIPE(S) IT CARRIES. BACKFILL WITH CLEAN NATIVE SOIL COMPACTED TO 90%.

2. MAINLINES SHOWN IN HARDSCAPE FOR GRAPHIC CLARITY ONLY. INSTALL ALL MAINLINES AND CONTROL WIRES IN PLANTING AREAS. IF SHOWN IN HARDSCAPE, INSTALL IN PLANTING AREA DIRECTLY ADJACENT.

3. LATERAL LINE SHOWN IN HARDSCAPE FOR CLARITY ONLY. INSTALL LATERAL LINES IN PLANTING AREAS. IF SHOWN IN HARDSCAPE, INSTALL IN PLANTING AREA DIRECTLY ADJACENT.

4. INSTALL NEW ELECTRIC CONTROL VALVES IN ADJACENT PLANTER. REFER TO IRRIGATION LEGEND FOR MAKE AND MODEL. WIRE TO NEW CONTROLLER, STATION

NUMBER AS IDENTIFIED IN THE VALVE CALL-OUT, WITH NEW CONTROL WIRES INSTALLED AND WATERPROOF CONNECTORS AS PART OF THIS WORK.

5. INSTALL NEW QUICK COUPLERS IN ADJACENT PLANTER. REFER TO IRRIGATION LEGEND FOR MAKE AND MODEL. LOCATE QUICK COUPLERS SO THEY ARE EASILY ACCESSIBLE FROM ADJACENT HARDSCAPE.

6. INSTALL SHUT OFF VALVES IN ADJACENT PLANTING AREA.

7. LIGHT POLES AND OTHER FIXED VERTICAL OBJECTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS FOR REFERENCE ONLY. CONTRACTORS SHALL ADJUST IRRIGATION TO ACCOMMODATE IN THE FIELD, PROVIDING 100% COVERAGE WITH NO OVER-SPRAY.

8. INSTALL SUPPLEMENTAL TREE BUBBLERS (TWO PER TREE). INSTALL PER LEGEND AND DETAILS. LOCATE ON SEPARATE VALVES FROM ALL OTHER IRRIGATION DEVICES.

9. LOCATE DRIP INDICATORS / MANUAL FLUSH VALVES IN PLANTER AREAS AND IN THE LOWEST ELEVATION POINT OF THE DRIP ZONE.

10. HATCHED AREAS REPRESENT SUB-SURFACE DRIP LINE IRRIGATION. INSTALL PER DETAILS AND MANUFACTURERS RECOMMENDATION.
112" 112" 112" 112" i i BROADWAY CIR

SYMBOL MANUFACTURER/MODEL
RAIN BIRD 1806-SAM-5 SERIES STREAM W/ PCS 5Q-25

SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD 3500-S-PC-SAM 0.75

SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL
CIRCLE. WITH SEAL-A-MATIC CHECK VALVE.

RAIN BIRD 3500-S-PC-SAM 1.5

SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL
CIRCLE. WITH SEAL-A-MATIC CHECK VALVE.

RAIN BIRD 3500-S-PC-SAM 2.0

SHRUB ROTOR, FIXED RISER, ADJUSTABLE AND FULL
CIRCLE. WITH SEAL-A-MATIC CHECK VALVE.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD XCZ-100-PRB-COM

WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL
APPLICATIONS. 1IN. BALL VALVE WITH 1IN. PESB VALVE
AND 1IN. PRESSURE REGULATING 40PSI QUICK-CHECK
BASKET FILTER. 5 GPM-20 GPM.

NETAFIM 65ARIB1-150
1" COMBINATION AIR VENT. MALE PIPE THREAD.

CONTINUOUS ACTING, MAXIMUM OPERATING PRESSURE
150 PSI. PERFORMS BOTH FUNCTIONS AS AN AIR/VACUUM
RELIEF VENT AND AUTOMATIC AIR RELEASE VENT.

RAIN BIRD OPERIND
DRIP SYSTEM OPERATION INDICATOR, STEM RISES 6IN.

FOR CLEAR VISIBILITY WHEN DRIP SYSTEM IS CHARGED
TO A MINIMUM OF 20PSI. INCLUDES 16IN. OF 1/4IN.

DISTRIBUTION TUBING WITH CONNECTION FITTING
PRE-INSTALLED.

AREA TO RECEIVE DRIPLINE
NETAFIM TLCV-06-18

TECHLINE PRESSURE COMPENSATING LANDSCAPE
DRIPLINE WITH CHECK VALVE. 0.6 GPH EMITTERS AT 18"
O.C. DRIPLINE LATERALS SPACED AT 18" APART, WITH
EMITTERS OFFSET FOR TRIANGULAR PATTERN. 17MM.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

RAIN BIRD PEB
1", 1.5" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION.

RAIN BIRD 44-LRC
1" BRASS QUICK-COUPLING VALVE, WITH

CORROSION-RESISTANT STAINLESS STEEL SPRING,
LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE
BODY.

GATE SHUT OFF VALVE
BRASS GATE VALVE. THREADED BONNET, NON-RISING
STEM, PRESSURE RATED TO 200 PSI. SAME SIZE AS
MAINLINE.

RAIN BIRD EFB-CP-PRS-D 1"
1" BRASS MASTER VALVE, THAT IS CONTAMINATION
PROOF W/SELF-FLUSHING FILTER SCREEN. GLOBE

CONFIGURATION, RECLAIMED WATER COMPATIBLE, AND

PURPLE HANDLE COVER DESIGNATES NON-POTABLE
WATER USE. WITH PRESSURE REGULATOR.

FEBCO 825Y 1"

REDUCED PRESSURE BACKFLOW PREVENTER

EXISTING CONTROLLER

RUN NEW WIRE FROM PROPOSED VALVES TO EXISTING
CONTROLLER. FIELD VERIFY THAT THE CONTROLLER CAN
ACCOMODATE THE PROPOSED VALVES.

WEATHERMATIC SLFSI-T10
1" TEE TYPE INSERT FLOW SENSOR USED WITH THE

SMARTLINK FLOW AIRCARD
WATER METER 1"

SEE UTILITY PLANS
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21
PIPE SLEEVE: PVC SCHEDULE 40 i
BFCM
#" #
Valve Number
Valve Size
Valve Flow
Valve Callout
#-#
Controller Letter ® Know what's below.

Call before you dig.

CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38 NORTH

IRRIGATION NOTES (TYPICAL FOR ALL AREAS) IRRIGATION SCHEDULE SEE IR-02
"SA-1" LINE STA 55+50

IRRIGATION PLAN
36 IR-03

1. UNDER NO CIRCUMSTANCES SHALL NEW IRRIGATION LINES AND WIRE BE INSTALLED UNDER HARDSCAPE WITHOUT A SLEEVE. ALL SLEEVES SHALL BE TWO (2) TIMES THE SIZE OF THE PIPE(S) IT CARRIES. BACKFILL WITH CLEAN NATIVE SOIL COMPACTED TO 90%.

2. MAINLINES SHOWN IN HARDSCAPE FOR GRAPHIC CLARITY ONLY. INSTALL ALL MAINLINES AND CONTROL WIRES IN PLANTING AREAS. IF SHOWN IN HARDSCAPE, INSTALL IN PLANTING AREA DIRECTLY ADJACENT.

3. LATERAL LINE SHOWN IN HARDSCAPE FOR CLARITY ONLY. INSTALL LATERAL LINES IN PLANTING AREAS. IF SHOWN IN HARDSCAPE, INSTALL IN PLANTING AREA DIRECTLY ADJACENT.

4. INSTALL NEW ELECTRIC CONTROL VALVES IN ADJACENT PLANTER. REFER TO IRRIGATION LEGEND FOR MAKE AND MODEL. WIRE TO NEW CONTROLLER, STATION

NUMBER AS IDENTIFIED IN THE VALVE CALL-OUT, WITH NEW CONTROL WIRES INSTALLED AND WATERPROOF CONNECTORS AS PART OF THIS WORK.

5. INSTALL NEW QUICK COUPLERS IN ADJACENT PLANTER. REFER TO IRRIGATION LEGEND FOR MAKE AND MODEL. LOCATE QUICK COUPLERS SO THEY ARE EASILY ACCESSIBLE FROM ADJACENT HARDSCAPE.

6. INSTALL SHUT OFF VALVES IN ADJACENT PLANTING AREA.

7. LIGHT POLES AND OTHER FIXED VERTICAL OBJECTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS FOR REFERENCE ONLY. CONTRACTORS SHALL ADJUST IRRIGATION TO ACCOMMODATE IN THE FIELD, PROVIDING 100% COVERAGE WITH NO OVER-SPRAY.

8. INSTALL SUPPLEMENTAL TREE BUBBLERS (TWO PER TREE). INSTALL PER LEGEND AND DETAILS. LOCATE ON SEPARATE VALVES FROM ALL OTHER IRRIGATION DEVICES.

9. LOCATE DRIP INDICATORS / MANUAL FLUSH VALVES IN PLANTER AREAS AND IN THE LOWEST ELEVATION POINT OF THE DRIP ZONE.

10. HATCHED AREAS REPRESENT SUB-SURFACE DRIP LINE IRRIGATION. INSTALL PER DETAILS AND MANUFACTURERS RECOMMENDATION.
® Know what's below.

Call before you dig.

CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38
POPUP BUBBLER AT PLANT PIT 1ELECTRIC REMOTE CONTROL VALVE 2 MASTER CONTROL VALVE 3BRASS BALL ISOLATION VALVE 4 BRASS ISOLATION VALVE 5 QUICK COUPLING VALVE IN BOX 6FLOW SENSOR ASSEMBLY 7IRRIGATION TRENCHING 8 RP BACKFLOW W/ENCLOSURE 9

IRRIGATION DETAILS
37 IR-04
® Know what's below.

Call before you dig.

CITY OF KING

DEPARTMENT OF PUBLIC WORKS
BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT 38

END FEED EXAMPLE CENTER FEED EXAMPLE

TECHLINE CV MAXIMUM LENGTH OF SINGLE LATERAL (FEET)
TECHLINE FLOW PER 100 FEET

TECHLINE CV GENERAL GUIDELINES FOR WATERING TIME

SUPPLY AND EXHAUST HEADER SIZING CHART (UNLESS NOTED ON PLANS)

TYPICAL NETAFIM TECHLINE CV REQUIREMENTS
N.T.S.

LAYOUT
ISLAND

ODD CURVES

IRREGULAR BRANCHING OUT

LATERALS

JOINING LATERALS
AREAS: TRIANGULAR

IRREGULAR

SLOPE FEED LAYOUT

PARKING ISLAND TYPICAL LAYOUT
1 328413.56-04
DRIP AIR RELIEF VALVE IN BOX 3DRIP VALVE/FILTER/REGULATOR 4

IRRIGATION DETAILS
38 IR-05
PIPE BENEATH PAVEMENT 5
1 2
3 4
5 1
2 LEGEND:

ECO INDICATOR
3 4 PVC LATERAL PIPE

FINISHED GRADE

ADJACENT MULCH
5 SWING JOINT
DRIP INDICATOR 2

TECHNICAL SPECIFICATIONS
BROADWAY STREET AND SAN ANTONIO DRIVE TECHNICALSPECIFICATIONS - 1

ROUNDABOUT PROJECT

FOR THE

BROADWAY STREET AND SAN ANTONIO DRIVE ROUNDABOUT

PROJECT
CITY PROJECT NO. 2020-10
The Technical Specifications contained herein have been prepared by or under the direction of the following Registered Engineers.

ROADWAY

REGISTERED CIVIL ENGINEER
ELECTRICAL:

REGISTERED CIVIL ENGINEER
LANDSCAPE ARCHITECTURE:

EXHIBIT 2

TECHNICAL SPECIFICATIONS
BROADWAY STREET AND SAN ANTONIO DRIVE TECHNICALSPECIFICATIONS - 2

ROUNDABOUT PROJECT

TABLE OF CONTENTS

1.0 GENERAL ......................................................................................................................................................5

1.01 LOCATION .........................................................................................................................................................5

1.02 DESCRIPTION OF PROJECT ...........................................................................................................................5

1.03 TIME OF COMPLETION ....................................................................................................................................5

1.04 LIQUIDATED DAMAGES ...................................................................................................................................5

1.05 COORDINATION ................................................................................................................................................5

1.06 ORDER OF WORK ............................................................................................................................................5

1.07 HOURS OF WORK ............................................................................................................................................6

1.08 DUST CONTROL ...............................................................................................................................................7

1.09 PUBLIC NOTIFICATION ....................................................................................................................................7

1.10 PUBLIC CONVENIENCE ...................................................................................................................................8

1.11 SUBMITTALS .....................................................................................................................................................8

1.12 AS-BUILT PLANS ...............................................................................................................................................8

1.13 PROJECT APPEARANCE .................................................................................................................................9

1.14 STAGING AREA .................................................................................................................................................9

1.15 PROPERTY AND FACILITY PRESERVATION .............................................................................................. 10

1.16 PRIVATE PROPERTY WORK ........................................................................................................................ 10

1.17 PRECONSTRUCTION PHOTOGRAPHS ....................................................................................................... 11

1.18 CALTRANS COORDINATION ........................................................................................................................ 11

1.19 MEASUREMENT AND PAYMENT.................................................................................................................. 11

2.00 MOBILIZATION............................................................................................................................................... 12

2.01 MEASUREMENT AND PAYMENT.................................................................................................................. 12

3.00 TRAFFIC CONTROL SYSTEM....................................................................................................................... 13

3.01 MATERIALS .................................................................................................................................................... 13

3.02 EXECUTION .................................................................................................................................................... 13

3.03 PUBLIC ACCESSIBILITY ................................................................................................................................ 14

3.04 ON-STREET PARKING ................................................................................................................................... 16

3.05 PORTABLE CHANGEABLE MESSAGE SIGNS ............................................................................................. 17

3.06 CONSTRUCTION AREA SIGNS..................................................................................................................... 17

3.07 PROJECT INFORMATION SIGN .................................................................................................................... 17

3.08 MEASUREMENT AND PAYMENT.................................................................................................................. 18

4.00 CONSTRUCTION STAKING .......................................................................................................................... 19

4.01 MEASUREMENT AND PAYMENT.................................................................................................................. 19

5.00 STORM WATER POLLUTION PREVENTION PLAN (SWPPP).................................................................... 20

5.01 SWPPP PREPARATION, APPROVAL, AND UPDATES ............................................................................... 20

5.02 SWPPP IMPLEMENTATION AND MAINTENANCE....................................................................................... 22

5.03 MEASUREMENT AND PAYMENT.................................................................................................................. 23

6.00 CLEARING AND GRUBBING ........................................................................................................................ 24

6.01 TREE TRIMMING AND PROTECTION .......................................................................................................... 24

6.02 IRRIGATION SYSTEMS ................................................................................................................................. 24

6.03 GROUND COVER REMOVAL AND REPLACEMENT ................................................................................... 25

6.04 SHRUB REMOVAL AND REPLACEMENT ..................................................................................................... 25

6.05 PRUNING ........................................................................................................................................................ 25

6.06 CLEANUP ........................................................................................................................................................ 25

6.07 GUARANTEE AND REPLACEMENT.............................................................................................................. 25

6.08 MEASUREMENT AND PAYMENT.................................................................................................................. 26

7.00 POTHOLING ................................................................................................................................................... 27

TECHNICAL SPECIFICATIONS
BROADWAY STREET AND SAN ANTONIO DRIVE TECHNICALSPECIFICATIONS - 3

ROUNDABOUT PROJECT

7.01 MEASUREMENT AND PAYMENT.................................................................................................................. 27

8.00 REMOVE TREE............................................................................................................................................... 28

8.01 NESTING BIRD SURVEY ............................................................................................................................... 28

8.02 MEASUREMENT AND PAYMENT.................................................................................................................. 28

9.00 MISCELLANEOUS ITEMS OF WORK........................................................................................................... 29

9.01 PAVEMENT MARKERS/DELINEATORS/STRIPING/PAVEMENT MARKINGS/SIGNAGE ........................... 29

9.02 SALVAGE ELECTRICAL EQUIPMENT .......................................................................................................... 29

9.03 RELOCATE SAN LORENZO PARK SIGN ...................................................................................................... 29

9.04 MEASUREMENT AND PAYMENT.................................................................................................................. 30

10.00 REMOVE CONCRETE.................................................................................................................................. 31

10.01 MEASUREMENT AND PAYMENT................................................................................................................ 31

11.00 ROADWAY EXCAVATION........................................................................................................................... 33

11.01 MEASUREMENT AND PAYMENT................................................................................................................ 33

12.00 AGGREGATE BASE .................................................................................................................................... 34

12.01 DAILY SUBMITTAL ....................................................................................................................................... 34

12.02 MEASUREMENT AND PAYMENT................................................................................................................ 35

13.00 SLURRY SEAL ............................................................................................................................................. 36

13.01 MEASUREMENT AND PAYMENT................................................................................................................ 36

14.00 HOT MIX ASPHALT...................................................................................................................................... 37

14.01 MATERIALS .................................................................................................................................................. 37

14.02 EXECUTION .................................................................................................................................................. 37

14.03 DAILY SUBMITTAL ....................................................................................................................................... 39

14.04 MEASUREMENT AND PAYMENT................................................................................................................ 39

15.00 CONCRETE................................................................................................................................................... 40

15.01 EXECUTION .................................................................................................................................................. 40

15.02 DETECTABLE WARNING SURFACE .......................................................................................................... 44

15.03 DAILY SUBMITTAL ....................................................................................................................................... 44

15.04 MEASUREMENT AND PAYMENT................................................................................................................ 44

16.00 TRAFFIC STRIPING AND PAVEMENT MARKINGS................................................................................... 46

16.01 TEMPORARY STRIPING AND PAVEMENT MARKINGS ............................................................................ 46

16.02 MATERIAL ..................................................................................................................................................... 47

16.03 APPLICATION ............................................................................................................................................... 47

16.04 TOLERANCES AND APPEARANCE ............................................................................................................ 48

16.05 PAVEMENT MARKERS ................................................................................................................................ 48

16.06 MEASUREMENT AND PAYMENT................................................................................................................ 48

17.00 ROADSIDE SIGNS ....................................................................................................................................... 50

17.01 EXISTING ROADSIDE SIGNS AND POSTS ................................................................................................ 50

17.02 MEASUREMENT AND PAYMENT................................................................................................................ 50

18.00 STORM DRAIN ............................................................................................................................................. 52

18.01 RCP PIPE ...................................................................................................................................................... 52

18.02 HDPE PIPE .................................................................................................................................................... 52

18.03 GRATED LINE DRAIN .................................................................................................................................. 53

18.04 FIELD DRAINAGE INLET ............................................................................................................................. 53

18.05 STORM DRAIN MANHOLE ........................................................................................................................... 53

18.06 MEASUREMENT AND PAYMENT................................................................................................................ 54

19.00 EXISTING FACILITIES ................................................................................................................................. 56

19.01 EXECUTION .................................................................................................................................................. 56

19.02 MEASUREMENT AND PAYMENT................................................................................................................ 57

TECHNICAL SPECIFICATIONS
BROADWAY STREET AND SAN ANTONIO DRIVE TECHNICALSPECIFICATIONS - 4

ROUNDABOUT PROJECT

20.00 BIORETENTION ZONES .............................................................................................................................. 58

20.01 SOIL MIX ....................................................................................................................................................... 58

20.02 VERIFICATION OF ALTERNATIVE BIORETENTION SOIL MIXES ............................................................ 61

20.03 ROCK MULCH............................................................................................................................................... 63

20.04 PERMEABLE ROCK ..................................................................................................................................... 63

20.05 PERFORATED PIPE ..................................................................................................................................... 63

20.06 MEASUREMENT AND PAYMENT................................................................................................................ 63

21.00 LANDSCAPE AND IRRIGATION ................................................................................................................. 64

21.01 GENERAL ...................................................................................................................................................... 64

21.02 EARTHWORK AND TOPSOIL PLACEMENT ............................................................................................... 64

21.03 ROOT BARRIER ........................................................................................................................................... 65

21.04 PLANTING ..................................................................................................................................................... 65

21.05 ROCK MULCH AND ROCK COBBLE ........................................................................................................... 67

21.06 METAL EDGING............................................................................................................................................ 68

21.07 ROCK BOULDER .......................................................................................................................................... 68

21.08 IRRIGATION SYSTEM INSTALLTION ......................................................................................................... 68

21.09 LANDSCAPE AND IRRIGATION MAINTENANCE ....................................................................................... 71

21.10 RECORD DRAWINGS .................................................................................................................................. 71

21.11 MEASUREMENT AND PAYMENT................................................................................................................ 73

22.00 ELECTRICAL SYSTEMS.............................................................................................................................. 74

22.01 SCHEDULE OF VALUES .............................................................................................................................. 74

22.02 MAINTAING EXISTING AND TEMPORARY ELECTRICAL SYSTEMS....................................................... 74

22.03 FOUNDATIONS............................................................................................................................................. 74

22.04 CONDUIT ...................................................................................................................................................... 74

22.05 PULL BOXES ................................................................................................................................................ 75

22.06 CONDUCTORS AND WIRING ...................................................................................................................... 76

22.07 PHOTOELECTRIC CONTROLS ................................................................................................................... 76

22.08 LUMINAIRES ................................................................................................................................................. 76

22.09 MEASUREMENT AND PAYMENT................................................................................................................ 77

23.00 QUALITY ASSURANCE PROGRAM ........................................................................................................... 78

23.01 ACCEPTANCE TESTING ............................................................................................................................. 78

23.02 CERTIFICATE OF COMPLIANCE ................................................................................................................ 78

23.03 BUY AMERICA .............................................................................................................................................. 79

23.04 MEASUREMENT AND PAYMENT................................................................................................................ 79

TECHNICAL SPECIFICATIONS
BROADWAY STREET AND SAN ANTONIO DRIVE TECHNICALSPECIFICATIONS - 5

ROUNDABOUT PROJECT

1.0 GENERAL
All references to the State Standard Specifications means the 2024 State of California Standard Specifications issued by the California Department of Transportation.

1.01 LOCATION
The work under this contract is located at the intersection of San Antonio Drive and Broadway Street and is located within City of King City and State rights-of-way.

1.02 DESCRIPTION OF PROJECT
The City of King City Broadway Street and San Antonio Drive Roundabout Project consists of improvements to San Antonio Drive, Broadway Street, Broadway Circle, and the Northbound US 101 on and off ramps. Improvements include installing a roundabout at the San Antonio Dive and Broadway Street intersection with raised median islands, along with other intersection improvements, and installation of new pedestrian pathways and bike path.

1.03 TIME OF COMPLETION
For the purpose of this contract, all work for the base project under this contract shall be complete within 160 WORKING DAYS beginning on the first effective working day as specified in the Notice to Proceed (NTP).

1.04 LIQUIDATED DAMAGES
For the purpose of this contract, Liquidated Damages shall be set at the amount of Five Thousand Two Hundred Dollars ($5,200) per working day.

1.05 COORDINATION
The Contractor shall coordinate activities in a manner that will provide the least interference with the City's operations, other contractors, and utility companies working in the area and agencies exercising jurisdiction over the project area or portions thereof.

At a minimum, the Contractor shall coordinate work with the following:
• King City Public Works Department
Contractor shall notify_______________, a minimum of ten (10) working days before any work begins.
• Caltrans.
• Utility Owners.

1.06 ORDER OF WORK
Order of work shall conform to the provisions in Section 5, "Control of Work," of the State Standard Specifications and these Technical Specifications.

The following shall be performed prior to the Notice to Proceed:

TECHNICAL SPECIFICATIONS
BROADWAY STREET AND SAN ANTONIO DRIVE TECHNICALSPECIFICATIONS - 6

ROUNDABOUT PROJECT

1. Prepare and submit Local Assistance Procedures Manual (LAPM) Exhibit 16-B, Subcontracting Request, and Exhibit 16-I, Notice of Materials to Be Used, and receive written approval of such prior to any work commencing under this contract. These forms are located on at the following website: https://dot.ca.gov/programs/local-assistance/forms/local-assistance-proceduresmanual-forms.

2. Prepare and submit a work plan, progress schedule for all items of work and traffic and pedestrian control plans in a form provided by or acceptable to the Engineer. The work plan and schedule shall be updated weekly to reflect all items of work performed at the site and shall clearly indicate the proposed completed date. No work may begin under contract until the Progress Schedule and Traffic Control Plan have been approved by the Engineer. Time required for review and approval of these items shall not constitute a basis for time extension.

3. Each member of the contracting team, prime and subcontractors, shall prepare and submit a City of King City Encroachment Permit application.

4. Prepare and submit a Storm Water Pollution Prevention Plan (SWPPP), as specified in these Technical Specifications, in a form acceptable to the Engineer. Submit the Notice of Intent to the State Water Resources Control Board. Work shall not commence until the plan is reviewed and approved by the Engineer and has been uploaded to the State’s SMARTS website for reporting.

5. Place the order for the street lighting poles and electrical equipment. The Engineer shall be furnished a statement from the vendor that the order for the equipment has been received and accepted by the vendor. The Contractor shall also provide evidence to the City regarding the delivery of the equipment.

6. Before commencement of any demolition work on the project, the Contractor shall visit each private property to verify existing conditions of private irrigation facilities that may be impacted by the project. The Contractor shall submit a log listing each address, the date of testing, and whether the existing system within the footprint of the project is functional; see the Clearing and Grubbing section of these Technical Specifications for additional details.

7. The Contractor shall prepare and submit for review a training program that outlines the number of trainees (apprentices) to be trained for each classification, which training program will be used (must be USDOL approved), the training start date for each classification, and include copies of registered trainees certifications by USDOL, Bureau of Apprenticeship and Training. The Training Plan shall be approved prior to the start of any work on the project.

The above item(s) shall clearly disclose the Contractor’s proposed procedures and methods of operation, including identifying any special equipment intended for use on the project and method of addressing traffic. It will be the responsibility of the Contractor to arrange for the towing and removal of any vehicles which have not been removed by the owner and which interfere with any operations.

1.07 HOURS OF WORK
The Contractor may work during daytime hours, which are defined as 7 AM to 7 PM. A minimum of one lane is required to be open in each direction on Broadway Street, San Antonio Drive, and Broadway Circle, subject to the City’s standard lane closure hours. Should the Contractor wish to perform work during nighttime hours, which are defined as 7 PM to 7 AM, the Contractor shall obtain approval from the City. It is the Contractor’s responsibility to determine how to most efficiently complete the project.

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The Contractor shall be aware that any work in or near a traffic signalized intersection, and which necessitates the traffic signal be placed in flash mode for the safety of the traveling public or the Contractor, as determined by the City, may automatically trigger night work. Should the City mandate night work for construction activities within or near a traffic signalized intersection, no additional payment will be made to the Contractor. For the purposes of this section, the term “near” shall mean within 400 feet of the stop bar/crosswalk of the traffic signal.

1.08 DUST CONTROL
Dust control shall conform to the provisions in Section 10-5, “Dust Control,” of the State Standard Specifications.

The Contractor shall provide adequate levels of watering to control dust as well as street sweeping. At a minimum, the Contractor shall sweep the street once a week, or more often as directed by the Engineer/Inspector, to ensure dust is controlled, especially during grading operations. The Contractor shall furnish all water necessary for dust control.

The Contractor shall:
• enclose, cover, or water twice daily all soil piles;
• water exposed soil with adequate frequency for continued moist soil; • water all haul roads twice daily; and
• cover loads of all haul/dump trucks securely.

1.09 PUBLIC NOTIFICATION
The Contractor shall be required to notify, in writing, the public, residents, businesses, public transit companies, utility companies and any other persons or agencies affected by this project at least two (2) weeks prior to starting construction. Other notifications may be required during project construction as outlined below. City staff will coordinate with law enforcement and fire districts.

Two-Week Notice: A written notice (in letter format) to residents and businesses to provide general information about the project, approximate range of dates on when construction will take place, time of work, and Contractor’s name and phone number. Notice to be approved by City prior to distributing to the public.
72-Hour Notice: Door hanger (or other approved notice) shall include date(s), times and other pertinent information as directed by the Engineer with a link to the City’s project-specific website. The notice shall include the Contractor’s name and phone number for residents and businesses to contact with any concerns after hours and on weekends. Notice to be approved by City prior to distributing to the public.

Door hangers shall be provided for:
• Traffic delays and alternate routes
• Tree removals
• Driveway closures
• Water service interruptions
• Temporary relocation of bus stops
• Tree trimming
• Adjustment of utilities

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Failure to comply with the notification requirement will result in a stop work order. The Contractor shall maintain an updated and chronological record at the job site of all written notifications along with a list of recipients. Such records shall be made available upon request by the Engineer.

1.10 PUBLIC CONVENIENCE
The Contractor shall comply with Sections 7-1.03, “Public Convenience,” and 7-1.04, “Public Safety,” of the State Standard Specifications.

1.11 SUBMITTALS
The Contractor shall comply with the submittal requirements as set forth in Section 5-1.23, “Submittals,” of the State Standard Specifications and these Technical Specifications.

The Contractor shall submit via email or via an online platform (e.g., Procore, Virtual Project Manager, etc. as determined by the City’s construction management team), one electronic PDF of each material submittal to the Engineer at minimum ten (10) days prior to using said material. Submittals will be reviewed and one (1) copy will be returned to the Contractor with conditions and/or approvals.

The Contractor shall review the Quality Assurance Program section of these Technical Specifications for materials requiring certificates of compliance (COCs); submit COCs with material submittals.

See individual sections for submittal requirements included in, but not limited to the following sections:

1. Progress Schedule

2. Storm Water Pollution Prevention Plan

3. Traffic Control, Pedestrian Access, and Stage Construction Plan

4. Hot Mix Asphalt Design

5. Concrete Mix Design

6. Aggregate Base

7. Pavement Striping and Marking Literature and Specifications

8. Roadside Signs and Mounting Literature and Specifications

9. Detectable Warning Surfaces

10. Pre-Construction Log of Survey Monuments, if any

11. Log or Map of Utility Facilities Adjusted to Grade

12. Storm Drain Materials (i.e., inlets, pipe, manholes, etc.)

13. Mix Design for Colored Concrete

14. Certificates of Compliance

15. Street Lighting Literature and Specifications

16. Landscaping/Irrigation Literature and Specifications

17. Steel Reinforcement Tags

18. Qualifications/resume of I.S.A. certified arborist

19. As-Built Plans

20. Subcontracting Request Form

21. Proof of Prompt Payment to All Subcontractors

22. Trainees/Apprentices Training Plan

23. Any other items required by the City

1.12 AS-BUILT PLANS
Upon completion of the work, the Contractor shall furnish to the City a complete set of as-built plans showing all changes or deviations from the plans taking care to note the location of objects not installed at the location

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shown on the plans. Improvements will not be accepted by the City for permanent maintenance until the Contractor has submitted all as-built plans to the Engineer. The as-built plans shall conform to the following:

1. The plans must be stamped or otherwise noted “AS-BUILT,” be neat, clear, and readable.

2. As-built plans must contain the Contractor’s name, permanent address, date prepared, and signature.

3. Disclaimer statements of any kind that differ from the obligations and protections provided by Sections 6735 through 6735.6 of the California Business and Professions Code must not be included on the as-built plans.

1.13 PROJECT APPEARANCE
The Contractor shall maintain a neat appearance to the work. In areas visible to the public, the following shall apply:

A. When practicable, broken concrete and debris developed during construction activities shall be disposed of concurrently with its removal. Debris stockpiling is not allowed in the public right of way or on private property. If stockpiling is necessary, the Contractor is to stockpile at Contractor’s yard.

B. All streets, driveways, sidewalks, and haul routes within the project limits shall be kept clean and clear of debris, dirt and dust in a manner acceptable to the Engineer. The Contractor shall sweep works areas on a daily basis.

Failure to meet these requirements of this section may result in a “Stop Work” notice. The “Stop Work” notice will not be rescinded until the appearance of the work is acceptable to the Engineer.

At the end of each workday, all debris, branches, roots, removed fence, rubbish, and other debris in the work area shall be collected and placed in a suitable disposal bin or pile. Materials to be used later in construction shall be neatly stockpiled. All parts of the work shall be left in a neat and presentable condition at the end of the work shift.

1.14 STAGING AREA
The City will not provide a staging area for the work. Should the Contractor plan to utilize a staging area, the following provisions shall apply:

On-Site Staging Area (within or immediately adjacent to the limits of work) - a. Agreement. The Contractor shall enter into an agreement with the property owner for use of the property as a staging area. A copy of the executed agreement with the property owner shall be provided to the City.
b. Appearance/Safety. The Contractor shall erect and maintain temporary fencing and/or screening as needed to keep the site safe. Perimeter fencing shall be setback a minimum of five feet from the curb/sidewalk or street in the case of no sidewalks, to allow passage by pedestrians. The City may require additional fencing and screening methods depending on location of the temporary construction staging area at no additional cost to the City.

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c. Dust Control. The Contractor shall implement and maintain appropriate “Best Management Practices” (BMP) at the site and along adjacent streets to minimize dust, erosion and sediment in accordance with State and local laws and to the satisfaction of the City. BMPs for this purpose shall be in accordance with the approved stormwater pollution prevention plan (SWPPP), which document is covered elsewhere in these Technical Specifications. d. Noise. All activities shall comply with the City’s Noise Ordinance. e. Notification. The Contractor shall notify in writing all residents within 500 feet of the construction staging area of the activities that will be occurring at the site. The notice shall include a contact name and phone number of a person responsible for the management of the temporary construction staging area.
f. Setbacks. Loose material (dirt, rock, sand, etc.) shall not be stored within 20 feet of a residential building.
g. Signage. The Contractor shall erect and maintain a sign at the entrance to the temporary construction staging area indicating: “Temporary Construction Staging Area”, the name of the Contractor performing the work, and a 24 hour emergency phone number of a person responsible for the management of the temporary construction staging area. h. Vacation of Area. Within 10 working days of substantial completion of the project, the Contractor shall remove all construction materials, equipment, and temporary fencing and apply appropriate permanent erosion control measures to the satisfaction of the City.

1.15 PROPERTY AND FACILITY PRESERVATION
Attention is directed to Section 5-1.36, “Property and Facility Preservation,” of the State Standard Specifications and these Technical Specifications.

Existing hardscape, retaining walls, curb, utilities, trees, shrubs, other plants and irrigation facilities not called out on the plans to be removed, which are injured or damaged by reason of the Contractor's operations, shall be replaced or restored by the Contractor at the Contractor’s expense.

The minimum size of tree replacement shall be 24-inch box and the minimum size of shrub replacement shall be 5-gallon and maximum of 15-gallon, whichever is most appropriate for the species of plant, as determined by the Engineer. Replacement ground cover plants shall be from 1-gallon containers and shall be planted 12 inches on center. Replacement planting shall conform to the requirements in Section 20-4.03F, “Replacement Plants,” of the State Standard Specifications. The Contractor shall water replacement plants in conformance with the provisions in Section 20-4.03G, "Watering," of the State Standard Specifications. Replacement planting of injured or damaged trees, shrubs, and other plants shall be completed prior to the start of the plant establishment period.

All work shall follow any and all Contractor-supplied arborist recommendations and all work within the drip line shall be monitored by the certified arborist. See the Clearing and Grubbing bid item specifications for more information on Tree Preservation and work near protected trees.

1.16 PRIVATE PROPERTY WORK
Contractor's attention is directed to Section 5-1.36, "Property and Facility Preservation," of the State Standard Specifications. The Contractor shall protect all on-site private improvements, not indicated for removal, from damage.

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1.17 PRECONSTRUCTION PHOTOGRAPHS
Preconstruction photographs shall be taken by the Contractor before any construction begins. Each photograph shall be taken from a point between four feet (4’) and eight feet (8’) above the ground. All photographs shall show good details in both shadow and sunlit areas. The Contractor shall submit digital photography files either in .TIF or uncompressed .JPEG raster files. All photos shall be time and date stamped to confirm existing field conditions at the time the notice to proceed with construction is issued.

The Contractor shall submit all photos taken to the City on a USB flash drive or provide a link to a file sharing site where the files may be downloaded. Photographs shall be grouped according to street, lateral or line, and in sequence.

The views in preconstruction photographs shall include the entire construction zone and, in particular, show the interface between the right-of-way and construction zone, and abutting property features such as, but not limited to, condition of existing streets, sidewalks, driveways, fences, landscaping, buildings abutting work site, and existing surface utility facilities on and close to the work.

A sample of six (6) photographs shall be submitted to the City for approval before proceeding with the remaining photographs. All photographs which do not conform to these Technical Specifications, as determined by the City, shall be retaken.

1.18 CALTRANS COORDINATION
All work to be performed within State right-of-way shall be coordinated directly with Caltrans. All lane closure requirements or working hour requirements identified in the approved Caltrans Encroachment Permit shall govern over City standard hours of work defined in Section 1.07 of these Technical Specifications.

The status of the Caltrans Encroachment Permit is pending. Therefore, as part of the Contractor’s bid, the Contractor shall assume the following when working within State right-of-way:
• All work shall be night work.
• On/off ramp work will require a full closure of the associated ramp. • Traffic control will be required on US 101 for ramp closures. The Contractor shall prepare appropriate detour plans and receive Caltrans approval for such. • Sidewalk, which is adjacent to curb and gutter, shall not be poured monolithically with the curb and gutter.

Once the Caltrans Encroachment Permit has been issued, should the Permit requirements deviate from the assumptions listed above, the City and Contractor shall meet and confer to discuss appropriate next steps, including the potential for cost impacts. Should any work require adjustments to the contract, the City will issue a contract change order to address any negotiated changes.

1.19 MEASUREMENT AND PAYMENT
Full compensation for conforming to the requirements of this Section of these Technical Specifications shall be considered as included in the prices paid for the various items of work involved and no additional compensation will be allowed therefore.

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2.00 MOBILIZATION
Mobilization shall conform to Section 9-1.16D, “Mobilization,” of the State Standard Specifications and consist of preparatory work and operations, including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for the establishment of all facilities necessary for work on the project; and for all other work and operations which must be performed or costs incurred prior to beginning work on the various contract items on the project site.

It is the Contractor’s responsibility to plan and perform all work within the time of completion as allowed in this contract.

This section also includes all necessary permits required by the Contractor, including a Caltrans Encroachment Permit for work within State right-of-way.

2.01 MEASUREMENT AND PAYMENT
Mobilization shall be measured and paid for on a LUMP SUM basis. The lump sum price paid for mobilization shall include full compensation for furnishing all labor, materials, tools, equipment, administrative cost, permit fees, and incidentals for doing all work involving mobilization as specified in these Technical Specifications, the State Standard Plans and Specifications and as directed by the Engineer and no additional compensation will be allowed, therefore.

Compensation for mobilization will be as follows:

1. No more than 50% of the mobilization lump sum price in the first month’s payment.

2. No more than 30% of the mobilization lump sum price in the second month’s payment.

3. No more than 10% of the mobilization lump sum price in any subsequent monthly payment until the entire lump sum amount has been paid.

The City shall not pay additional mobilization compensation for a contract change order or for any additional mobilization if the project is extended due to weather or for any temporary suspension of work specified herein.

Payment for mobilization will be subject to retention.

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3.00 TRAFFIC CONTROL SYSTEM
This work shall include signage, flagging, traffic-handling equipment, devices and other related items to provide for safety and convenience to the public and traffic during construction.

3.01 MATERIALS
Traffic control shall conform to Section 12, “Temporary Traffic Control,” Section 7-1.03, “Public Convenience,” and Section 7- 1.04, “Public Safety”, of the State Standard Specifications, and the Manual on Uniform Traffic Control Devices, current California edition, available at the following website:
https://dot.ca.gov/programs/safety-programs/camutcd.

All materials necessary to accomplish the phasing process identified in the Construction Phasing Plans is included in the Traffic Control System bid item.

3.02 EXECUTION
Prior to installation of temporary traffic control devices, the Contractor shall have a field meeting with the foreman overseeing installation of traffic control and the Engineer to review the approved traffic control plans and discuss their implementation. Traffic control will be an agenda item at each weekly construction meeting.

Traffic Control Plans (hereinafter "TCP") shall be developed for the Project to assure that adequate consideration is given to the safety and convenience of motorists, pedestrians, bicyclists, and workers during construction. The TCP shall include all work within the City rights-of-way, and applicable, private streets adjacent to the construction zone. Individual TCP’s shall be submitted to the Engineer for review a minimum of ten (10) working days prior to starting any work covered by a particular TCP. Noncompliance with any stipulation of this Section will be justification for the City to stop work.

Pedestrian access shall be provided throughout construction areas within the right of way, and as appropriate, on private property where City construction may occur.

The Contractor shall notify the local transit agency and other agencies required by the Engineer as to any road closures, the expected duration, and detours. City staff will notify law enforcement and fire department personnel.

Driveways shall be usable at all times, unless the Contractor has made special arrangements with the property owner to close the driveway. The City shall be provided a written copy of the arrangement approved by the property owner. To the greatest extent practical, the Contractor shall reconstruct driveways in sections allowing for traffic on one half of the driveway while constructing the remaining half.

At no time may the Contractor completely close off access to a private property. If a property has more than one driveway, a full driveway closure of the other driveways may be considered and approved by the Engineer.

The Contractor shall be solely responsible for pedestrian and vehicular movement through the project area and shall assume full liability for any and all claims arising out of the construction of the project.

All traffic control devices including, but not limited to, traffic cones or portable delineators, telescoping flag trees, arrow boards, barricades, and signs shall be placed before beginning work and shall be removed from the right-of-way at the end of each day or shift, or, for long-term closures, when no longer needed, and shall be placed so as to not obstruct bicycle lanes and pedestrian facilities. All traffic control devices left in the right-of-way by the Contractor are subject to removal by the City.

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The Contractor shall be required to pay any costs incurred by the City associated with the removal of these devices. No equipment shall be parked within any traffic lanes, medians, or within the public right of way at any time of day or night, including holidays and weekends, without an approved lane or road closure.

The Contractor shall notify the City a minimum of three (3) Working Days in advance of any lane closure and twenty (20) Working Days in advance of any road closure.

The Contractor shall furnish and install “Businesses Open During Construction” and “Driveway Entrance” signs as part of the bid item Traffic Control System. For the purposes of estimating, the Contractor shall assume installation of up to 10 each of these temporary signs to be placed on barricades, which signs shall be reused as the Contractor progresses along the corridor. Should signs require replacement for whatever reason, the Contractor shall replace signs at no additional cost to the contract.

Flagging
Flaggers shall perform their duties and shall be provided with the necessary equipment in accordance with Manual and the current “Flagging Handbook” published by the American Traffic Safety Services Association (ATSSA). The equipment shall be furnished and kept clean and in good repair by the Contractor at the Contractor's expense. All flaggers shall be trained as required by Cal/OSHA Title 8, Section 1599, and proof of such training shall be made available by the Contractor upon request by the City. Any flagger, in the opinion of the City, not performing in a safe manner or in a manner conducive to public safety must be removed and replaced by the Contractor immediately.

Flaggers shall be used where necessary to control the flow of traffic through the construction site and shall be used in all cases where traffic is being routed through the construction zone under one-lane, two-way traffic controls, or when ordered by the City.

Flagging Costs
Unless specified elsewhere in these Technical Specifications, the cost of furnishing all flaggers, including transporting flaggers to provide for passage of public traffic through the construction site shall be considered included in the Traffic Control System bid item and no additional compensation will be made.

3.03 PUBLIC ACCESSIBILITY
The Contractor shall provide access to the public through the project site at all times. The Contractor shall provide access to adjacent properties at all times. The Contractor shall maintain access to properties and pedestrian access even after hours for the life of the construction. Temporary access ramps shall be installed to maintain access and shall be shown on the Contractors staging plan.

The Contractor shall be responsible for designing working drawings, constructing and providing a safe and adequate continuous, accessible and safe path of travel around or through localized construction work zones and to each building, business and property utilized by the public. The Contractor shall use temporary asphalt, aggregate base, wood/metal ramps, signs, cones, barricades, flashers, and flaggers to direct and channel the public during and after construction. All proposed closures of a pedestrian access path shall be submitted in writing to the Engineer for review and approval. Advance warning shall be provided to the public should an access path be closed. All safe paths of travel shall be in compliance with Americans with Disabilities Act Accessibility Guidelines (ADAAG), Americans with Disabilities Act (ADA) regulations and the California Manual on Uniform Traffic Control Devices (CAMUTCD).

Materials
Materials used for public accessibility during construction include, but is not limited to:

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 Temporary Hot-mix Asphalt Concrete (cut back asphalt concrete not permitted)  Temporary Wood Ramp
 Aluminum Modular Ramps. EZ-Access, or approved equal.

Contact info: www.ezaccess.com, Phone 800-451-1903.
 Four (4) foot wide minimum walking surface with running slope not to exceed eight (8) percent.  Barricade materials: Delineators, A-Frames, Barrier Caution Tape, Fencing Material  Non-skid tape
 Four (4) inch timber, or equivalent, at the bottom of any railing to provide for the sight impaired Installation
Temporary ramps shall be constructed so installation and removal will not damage existing pavement, curb and/or gutter.

Temporary ramps shall have a minimum four (4) foot wide walking surface and a running slope not to exceed eight (8) percent.

Temporary ramps shall meet existing surfaces without gaps. When required for drainage, a Schedule 40 PVC pipe, with minimum 2-inch diameter, shall be installed under or through ramp in gutter or flow line.

Transitions between temporary ramps and the street or sidewalk surfaces shall be smooth.

Sides of the temporary ramps shall be protected where drop-offs exceed six (6) inches.

Temporary ramps at the corners of the intersections shall be made of temporary AC pavement to ensure that a smooth transition is provided for the public as well as auto traffic. All temporary wooden ramps shall be maintained throughout the construction project. The Contractor shall maintain the structural integrity of the ramps. No loose, splintered boards or nails will be acceptable.

Maintenance of a Clear and Accessible Public Corridor
The Contractor shall maintain a four (4) foot accessible corridor that provides at least one safe path of travel for the public at all times for the duration of the project. Conversely, if a safe path of travel is not available, the Contractor shall post the sidewalk as being closed, however, access must still be maintained to each business. Signage shall be placed at the location of closure and at the next intersection in both directions, advising of the closure but noting that access is still available to all businesses. All proposed closures of a pedestrian access path shall be submitted in writing to the Engineer for review and approval.

The Contractor shall provide a path to the businesses and residents, using aggregate base to backfill, after demolition of the concrete sidewalk, curb and gutter. The aggregate base shall be firmly packed to establish a safe and ADA compliant path, along the entire work zone.

Installation of Barricades
Barricades, which will provide protection for the public from traffic or construction operations, shall be installed in the following locations:
 Between the access route and any adjacent construction site.  Between the alternate circulation path and any adjacent construction site.  Between the alternate circulation path and the vehicular way, if the alternate circulation path is diverted into the street.
 Between the alternate circulation path and any protruding objects, drop-offs, or other hazards to the public.
 At the down curb ramp of an intersection, if opposite up curb ramp is temporarily or completely blocked, and no adjacent alternative circulation path is provided.

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Surfacing of Public Corridors
During construction, tripping hazards and barriers must be removed to maintain an accessible safe path of travel. The surface of the path of travel shall be skid resistant and free of irregularities.

Opened crosswalks, ramps and walkways in general shall be kept free of debris and obstructions.

Identification of Safe Path of Travel
If alternate circulation routes are provided for the public to bypass the construction site, the route shall be clearly defined and advance warning shall be provided to clearly delineate the alternate circulation route.

Any change of level in a path of travel that is over ¼ inch (1/2” maximum) height must be beveled at 45 degrees to provide a smooth, non-tripping transition. The Engineer shall review and approve any public access limitations and notification requirements for pedestrians with mobility or vision impairments.

When using A-frames for defining a path of travel, A-frames shall be placed end to end (no spacing between barricades) to provide a continuous guide for individuals using canes. A-frames shall be connected with 2x4’s that are continuous and are attached to the base of the barricade system at two (2) to four (4) inches from the ground.

Caution tapes shall not be used as barricades or to define a path of travel but may be used to highlight danger or in conjunction with barricades. Excavated areas shall be secured by means of barricades or temporary fences.

The bottom three (3) inches of any fencing material used shall be made solid to act as a guide for canes used by the visually impaired. Wood, sheet metal, railings, or other approved material may be used at the bottom portion of the fence.

Curb ramps leading to closed crosswalks shall be appropriately barricaded. Temporary ramps shall be provided at temporary crosswalks and shall be able to direct blind pedestrians to and through the temporary path of travel. R9-3a and R9-3b signs shall be mounted on the barricade to advise pedestrians of closed sidewalk and directed routes.

No trucks or equipment shall be parked or obstructing the public path of travel at any time.

Warning Signs
The Contractor shall provide warning signs for temporary ramps and barricades. Warning signs shall be located at both the near side and the far side of the intersection preceding a temporarily completely blocked public way.

Restoration of Public Routes
After construction, the site shall be restored to its former condition, or new condition as required.

3.04 ON-STREET PARKING
Contractor shall furnish, install, maintain and remove “No Parking” signs in areas where the Contractor’s work will require restricted parking. The Contractor shall place notification for the elimination of on-street parking, if required, at least forty-eight (48) hours, but not more than seventy-two (72) hours prior to the start of work. The signs shall clearly show the date(s) and hours of the parking prohibition, as well as the date and time the signs were posted. The notification shall include the Contractor's phone number and the phrase "VEHICLES WILL BE TOWED PURSUANT TO CVC SECTION 22654 (d)". This notice shall be affixed to a Type II barricade that is placed in the lane of the road, near lip of gutter, (max. 200 ft. spacing) used for on-street parking. No other location or method of placement is acceptable. The

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notification shall be in a form approved by the Engineer. Non-compliance with any stipulation of this section will be justification for the City to stop work.

In the event that towing is required after proper notifications have been delivered and posted, and reasonable attempt have been made to the property owner or resident, the Contractor shall be responsible for contacting the Citrus Heights Police Department (916-727-5500) to dispatch a towing company. It will be the Contractor’s responsibility to determine if towing is required. The City will not be responsible for any claims made as a result of towing from the Contractor.

3.05 PORTABLE CHANGEABLE MESSAGE SIGNS
Portable Changeable Message Signs (CMS) shall be furnished, placed, operated, and maintained at locations designated by the Engineer and shall conform to the provisions in Section 12, “Temporary Traffic Control,” of the State Standard Specifications and these Technical Specifications. Messages displayed on the portable changeable message signs shall be as directed by the Engineer and shall conform to Section 12-3.32 “Portable Changeable Message Signs,” of the State Standard Specifications and “Traffic Control System” of these Technical Specifications.

A minimum of one (1) CMS board shall be placed on each approach to the intersection of Broadway Street and San Antonio Drive at least 14 calendar days prior to any construction activity and shall remain in place until project completion. A portable changeable message sign shall be placed in advance of the first warning sign for each stationary lane closure.

Should the CMS boards need to be located on private property due to lack of room within the public right of way, the Contractor shall coordinate this effort with private property owners and furnish written proof to the City of the property owner’s acceptance.

A messaged displayed on a portable changeable message sign shall first be approved by the City.

In addition to the five (5) CMS boards placed on the intersection approaches for the duration of the project, the Contractor shall provide a minimum of two more CMS boards to be deployed for full roadway closures (minimum of seven (7) total boards) should the City approve a full road closure. If the City or Caltrans requires additional CMS boards, the Contractor shall provide such at no additional cost.

Signs shall be installed prior to commencing construction and shall remain in place for the duration of the project.

3.06 CONSTRUCTION AREA SIGNS
Construction Area Signs shall be furnished, placed, and maintained at locations designated by the Engineer and shall conform to the provisions in Section 12, “Temporary Traffic Control,” of the State Standard Specifications and these Technical Specifications.

3.07 PROJECT INFORMATION SIGN
Project information Sign shall be furnished, placed, and maintained at locations designated by the Engineer and shall conform to the provisions in Section 12, “Temporary Traffic Control,” of the State Standard Specifications and these Technical Specifications.

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3.08 MEASUREMENT AND PAYMENT
Traffic Control System, Project Information Signs, and Construction Area Signs shall be measured and paid for on a LUMP SUM basis. The lump sum price paid for Traffic Control System, Project Information Signs, and Construction Area Signs shall include full compensation for furnishing all labor, material, tools, equipment and incidentals, including but not limited to private property coordination as necessary, preparing and maintaining an adequate traffic control plan, furnishing portable changeable message signs, construction area signs, “business open during construction” and “driveway entrance” signs, furnishing, placing, removing storing, maintaining, moving to new locations, replacing, and disposing of the components of the temporary traffic control system, and temporary construction signs, as specified in these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed therefore.

The cost to temporarily relocate or furnish temporary roadway signage on temporary posts and/or barricades until such a time as the permanent signage shown on the plans can be installed shall be included in the price paid for the Traffic Control System bid item and no additional payment will be allowed therefore.

The City shall not pay additional traffic control compensation for a change work order or for a second mobilization if the project is extended due to weather. Payment for traffic control will be subject to retention.

The adjustment provisions in Section 4-1.05, “Changes and Extra Work,” of the State Standard Specifications, shall not apply to the item of Traffic Control System. Adjustments in the compensation for Traffic Control System will be made only for increased or decreased traffic control system required by changes ordered by the Engineer and will be made on the basis of the cost of the increased or decreased traffic control necessary. Such adjustment will be made on a force account basis as provided in Section 9-1.04, “Force Account,” of the State Standard Specifications for increased work, and estimated on the same basis in the case of decreased work.

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4.00 CONSTRUCTION STAKING
The Contractor shall furnish and set all construction stakes and marks to establish the lines and grades required for the completion of the work as shown on the plans and as specified in the State Standard Specifications and these Technical Specifications.

Prior to any construction work, the Contractor shall adequately survey the existing horizontal and vertical control points of all facilities that are to be restored to their original locations at the end of construction.

Before starting any survey work, the Contractor shall submit in writing for approval to the Engineer, the proposed procedures, methods, equipment, and typical stake markings to be used. All procedures, methods, and typical markings shall be in accordance with the Caltrans Surveys Manual, Chapter 12, “Construction Surveys,” and which is available at https://dot.ca.gov/programs/right-of-way/surveysmanual-and-interim-guidelines.

The Contractor shall provide a copy of staking notes to the Engineer prior to any stakes being used.

Construction staking shall be performed as necessary to control the work. Construction stakes and marks shall be furnished and set with accuracy adequate to assure that the completed work conforms to the lines, grades, and sections shown on the Plans.

In the event the project control points or construction staking is destroyed or removed for whatever reason, the Contractor shall replace project control points and construction staking at Contractor’s expense, subject to verification by the Engineer. The cost of any such verification by the Engineer will be deducted from any moneys due or to become due the Contractor. The Contractor will not be allowed any adjustment in contract time for such verification of project control points by the Engineer.

Construction stakes shall be removed from the site of the work when no longer needed.

It shall be the Contractor’s responsibility to notify the Engineer of any discrepancies found between the field conditions and grades and notes shown on the Plans.

4.01 MEASUREMENT AND PAYMENT
Construction Staking shall be paid for on a LUMP SUM basis and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in performing construction staking and land surveying work, as shown on the Plans, as specified in these Technical Specifications and as directed by the Engineer and no additional compensation will be allowed therefore.

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5.00 STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
The Contractor shall develop and implement a SWPPP in accordance with Section 13, “Water Pollution Control,” of the State Standard Specifications, and these Technical Specifications.

The Contractor shall generate the SWPPP permit and submit the Notice of Intent (NOI) to the State Water Resources Control Board as soon as the project has been awarded and as part of the first deliverables for this project.

Within this section, references to Water Pollution Control shall be consistent with content and requirements of the Project SWPPP preparation, execution, reporting, and final stabilization requirements.

This project shall conform to the requirements of General Permit No. CAS000002 issued by the Regional Water Quality Control Board. This permit, hereafter referred to as the “Permit”, regulates storm water discharges associated with construction activities.

Unless arrangements for disturbance of areas outside the project limits are made by the City and made part of the contract, it is expressly agreed that the City assumes no responsibility whatsoever to the Contractor or property owner with respect to any arrangements made between the Contractor and property owner to allow disturbance of areas outside the project limits.

The Contractor shall be responsible for the costs and for liabilities imposed by law as a result of the Contractor’s failure to comply with the provisions set forth in these Technical Specifications, including but not limited to, compliance with the provisions of the 2009 Approved Stormwater Quality Improvement Plan (SQIP), the Permit, and Federal, State, and local regulations. For the purposes of this paragraph, costs and liabilities include, but are not limited to, fines, penalties, and damages whether assessed against the City or Contractor, including those levied under the Federal Clean Water Act and the State Porter Cologne Water Quality Act.

At reasonable times and upon presentation of credentials and other documents as may be required by law, the Contractor shall allow authorized agents of the California Regional Water Quality Control Board, State Water Resources Control Board, United States Environmental Protection Agency and the local storm water management agency to:

A. Enter upon the construction site and the Contractor’s facilities pertinent to the work; B. Have access to and copy records that must be kept as specified in the Permit; C. Inspect the construction site and related soil stabilization practices and sediment control measures; and
D. Sample or monitor for the purpose of ensuring compliance with the Permit.

The Contractor shall notify the Engineer immediately upon request from the regulatory agencies to enter, inspect, sample, monitor or otherwise access the project site or the Contractor’s records.

5.01 SWPPP PREPARATION, APPROVAL, AND UPDATES
The Contractor must provide a Qualified SWPPP Developer (QSD) to prepare the SWPPP and submit the NOI. The Contractor will provide a QSD and Qualified SWPPP Practitioner (QSP) to perform the testing and inspection. This does not relieve the Contractor from their duties to amend and follow the SWPPP to include inspections and implementing corrections.

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The Contractor shall be required to amend the SWPPP and submit to the Engineer for review and comment.

Within 20 working days of receiving a copy of the fully executed contract, the Contractor shall submit a copy of the SWPPP to the Engineer. The Engineer will have 10 days to review the SWPPP. If revisions are required, as determined by the Engineer, the Contractor shall revise and resubmit the SWPPP to the Engineer within 15 days of receipt of the Engineer’s comments. The Engineer will have 5 days to review the revisions. Upon the Engineer’s approval of the SWPPP, the Contractor must submit to the SMARTS system for NOI. Once the waste discharge identification (WDID) number is assigned, the Contractor must provide a copy of the SWPPP to the Engineer. A copy of the SWPPP shall be kept on the job site (in the job trailer) at all times.

Soil stabilization Best Management Practices (BMPs) shall be maintained on any area disturbed. All BMPs shall be installed/implemented and maintained year round. These BMPs shall include (but not be limited to) the BMPs checked on the Construction Site BMPs.

The Contractor shall provide a QSP to perform regular inspection of the site and the installed BMPs. The Contractor’s QSP shall place a record of all inspections in the project SWPPP binder within 24 hours of any inspection. The project SWPPP binder shall be made available to the City for review at any time during normal working hours.

Erosion and sediment control BMPs shall be placed, monitored for effectiveness, and maintained throughout the construction process.

The following precautions shall be implemented regardless of the season:

1. A stabilized construction site access should be constructed at any construction staging and/or stockpile site as determined appropriate by the Engineer.

2. Temporary stockpiling of construction materials, including vehicles and portable equipment, supplies, fuels and chemicals, will be restricted to designated construction staging areas within the project area.

3. Any wet season requirement shall be implemented if conditions exist which may cause erosion and sedimentation.

4. The Contractor shall not be limited to the requirements listed above but shall be responsible for implementing whatever measures are necessary to prevent erosion and sedimentation.

The Contractor shall recommend amendments to the SWPPP, graphically and in narrative form, whenever there is a change in construction activities or operations which may affect the discharge of significant quantities of pollutants to surface waters, ground waters, municipal storm drain systems or when deemed necessary by the Engineer. The SWPPP shall be amended by the Contractor’s QSD if the SWPPP is in violation of any condition of the Permit or has not effectively achieved the objective of reducing pollutants in storm water discharges. Amendments shall show additional control measures or revised operations, including those in areas not shown in the initially approved SWPPP, which are required on the project to control water pollution effectively. Amendments to the SWPPP shall be submitted to the Engineer for review and approval in the same manner specified for the initially approved SWPPP. Approved amendments shall be dated and logged in the SWPPP. Upon approval of the amendment, the Contractor shall implement the additional control measures or revised operations within 3 business days or prior to any forecast rain event of 50% or greater per National Oceanic and Atmospheric Administration (NOAA).

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If the project is in non-compliance at any time, the Contractor shall make a written report to the Engineer within 15 calendar days of identification of non-compliance.

5.02 SWPPP IMPLEMENTATION AND MAINTENANCE
Upon approval of the SWPPP, the Contractor shall be responsible throughout the duration of the project for installing, constructing, inspecting, and maintaining the control measures included in the SWPPP and any amendments thereto and for removing and disposing of temporary control measures. Unless otherwise directed by the Engineer or specified in these Technical Specifications, the Contractor's responsibility for SWPPP implementation shall continue throughout any temporary suspension of work.

Soil-disturbed area of the project site shall be not more than 3 acres. The Engineer may approve, on a case-by-case basis, expansions of the active, soil-disturbed area limit. The Contractor shall demonstrate the ability and preparedness to fully deploy soil stabilization practices and sediment control measures to protect soil-disturbed areas on the project site before the onset of precipitation. A quantity of soil stabilization and sediment control materials shall be maintained on site equal to 100 percent of that sufficient to protect unprotected, soil-disturbed areas on the project site. A detailed plan for the mobilization of sufficient labor and equipment shall be maintained to fully deploy control measures required for the protection of soil-disturbed areas on the project site prior to the onset of precipitation. A current inventory of control measure materials and the detailed mobilization plan shall be included as part of the SWPPP.

Soil-disturbed areas of the project site shall be considered to be non-active whenever soil disturbance activities are to be discontinued for a period of 20 or more days and the areas are fully protected. Areas that will become non-active during the wet season shall be fully protected with soil stabilization practices and sediment control measures within 10 days of the discontinuance of soil disturbing activities or prior to the onset of precipitation, whichever is first to occur.

Private property grading areas shall be stabilized by permanent erosion control seeded blanket.

Soil-disturbed areas of the project site shall be fully protected at the end of each day with soil stabilization practices and sediment control measures unless fair weather is predicted through the following workday.

The Contractor shall monitor the weather forecast on a daily basis. The NOAA forecast shall be used. If precipitation is predicted at 50% or greater within 48 hours, and during business hours, the Contractor’s QSP shall develop a Rain Event Action Plan (REAP) and deliver to the Contractor. The Contractor shall implement the REAP 24 hours prior to the forecast rain event, and shall maintain a paper copy of the REAP on site. Construction scheduling shall be modified, as required, and functioning control measures shall be deployed prior to the onset of the precipitation.

The Contractor shall comply with all provisions of the Construction General Permit, including inspection and maintenance during the life of the project, including any work stoppages for any reason, including weather, holidays, moratorium, utility conflicts, etc.

If the Contractor or the Engineer identifies a deficiency in the deployment or functioning of an identified control measure, the deficiency shall be corrected immediately. The deficiency may be corrected at a later date and time if requested by the Contractor and approved by the Engineer in writing, but not later than the onset of subsequent precipitation. The correction of deficiencies shall be at no additional cost to the City.

Materials shall be per the Construction Contractor’s Guide and Specifications of the Caltrans Construction Site BMP Manual, current version.

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5.03 MEASUREMENT AND PAYMENT
Storm Water Pollution Prevention Plan (SWPPP) shall be paid for as LUMP SUM and include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in preparing the SWPPP and Notice of Intent (NOI) for uploading the latest SWPPP plan, Best Management Practices (BMP) plan, and other required reporting to the State CASQA SMARTS database. This bid item includes implementing measures prescribed in amendments, and installing, constructing, maintaining, removing, and disposing of control measures, as shown in the plans, as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer.

Payment for SWPPP will be subject to retention.

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6.00 CLEARING AND GRUBBING
Clearing and grubbing shall conform to Section 17-2, “Clearing and Grubbing,” of the State Standard Specifications and these Technical Specifications.

The Contractor shall remove and dispose of trash from the site work area. Objectionable materials removed shall be disposed of outside the street right of way in accordance with the State Standard Specifications.

The Contractor shall repair any private, landscaped areas damaged by construction activities that are not identified on the plans for removal. The repairs shall be considered incidental to the work and included in the lump sum price paid for clearing and grubbing with no additional payment allowed therefore.

If ground disturbance or vegetation removal is to take place during the breeding season (February to August), a pre-construction nesting bird survey shall be conducted within 7 days prior to vegetation removal. Vegetation surveyed shall include all trees, bushes, tall grasses, and emergent vegetation.

Within 2 weeks of the nesting bird survey, all vegetation cleared by the biologist shall be removed by the Contractor. A minimum 100 foot no-disturbance buffer shall be established around any active nest.

6.01 TREE TRIMMING AND PROTECTION
Clearing and grubbing does not include the removal of existing trees but does include the removal of shrubs and other ground cover necessary to prosecute the work. Trees to remain shall be protected and any root cutting of trees to remain shall be done under the direction of a Contractor-provided arborist certified by the International Society of Arboriculture (I.S.A.). Roots shall be removed to a minimum depth of 12 inches below the grading plane, typically.

The Contractor shall submit to the City, in writing, the name of the I.S.A. certified arborist, a minimum of five (5) working days prior to the start of Clearing and Grubbing operations.

All work by the Contractor-furnished certified arborist shall be considered incidental to the work and included in the price paid for Clearing and Grubbing and no additional payment will be allowed therefore.

This includes support from the certified arborist for work performed under the Tree Removal or other bid items necessitating a certified arborist.

All tree trimming associated with the Project shall be done under the direction of a certified arborist. Tree trimming shall be limited to tree limbs required to be removed to allow for Project construction activities, minimum required vehicular clearance, and tree root cutting required for earthwork and trenching. All roots 6 inches in diameter or greater shall be cut cleanly and sealed by the arborist or by the arborist's staff.

All work within oak tree driplines shall be supervised by a certified arborist. The arborist shall conduct (or direct and supervise) all necessary root pruning of the oak trees. No limb pruning shall occur unless absolutely necessary to avoid limb damage.

All work shall also follow any and all arborist recommendations and all work within the drip line shall be monitored by a licensed arborist.

6.02 IRRIGATION SYSTEMS
The removal and repair of any existing irrigation/sprinkler systems (private or public) shall be conducted in accordance with these Technical Specifications and that the Contractor shall relocate, repair or replace

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as necessary any irrigation lines, sprinkler heads, etc. which interfere with the clearing and grubbing, sidewalk construction, or any other improvements on the plans to the satisfaction of the Engineer. The Contractor shall adjust irrigation valves to grade that are not identified to be moved or relocated if they conflict with new proposed slopes. The Contractor shall repair any private irrigation systems damaged by construction activities that is not covered under by a separate bid item. The irrigation systems shall be reinstalled within 48 hours unless approved by the Engineer and property owner. The Contractor shall water existing landscaping in the interim using alternate methods, as directed by the Engineer. The price paid for meeting landscape and irrigation repair provisions of this paragraph, including furnishing all water, shall be included in the price paid for Clearing and Grubbing with no additional payment allowed therefore.

As noted in Section, “Order of Work”, of these Technical Specifications, before commencement of any demolition work on the project, the Contractor shall visit each private property to verify existing conditions of private irrigation facilities that may be impacted by the project. The Contractor shall submit a log listing each address visited, the date of testing, and whether the existing system within the footprint of the project is functional. If no irrigation is present on private property that may be impacted by construction, the Contractor need not coordinate with said property owner.

6.03 GROUND COVER REMOVAL AND REPLACEMENT
Ground cover disturbance shall be kept to a minimum and removal confined to an immediate area of required excavation. Replacement shall be with healthy new plant material of a like variety at the direction of the Engineer.

New ground cover shall be installed where required within fourteen (14) days of completion of the trench or excavation. It shall be the Contractor’s responsibility to notify the property occupant in writing to water the newly replaced ground on a regular basis as required.

6.04 SHRUB REMOVAL AND REPLACEMENT
Any shrubbery, which must be removed, as directed by the Engineer, shall be removed by the Contractor so as not to damage it. If any damage is done to the shrubbery, the Contractor at no cost to the City or property owner shall replace it. Replacement shrubs shall be 5-gallon minimum size and shall match the size of the removed shrub.

6.05 PRUNING
Pruning of any shrubbery shall be conducted under the direction of the City and follow sound horticultural practice. Pruning shall be limited to the minimum necessary to provide access to work, to remove injured twigs and branches and to compensate for loss of roots during a transplant.

6.06 CLEANUP
Any excess soil, imported fill, prunes, or other debris shall be removed daily from the work zone and disposed of in a lawful manner at the Contractor’s expense.

6.07 GUARANTEE AND REPLACEMENT
All irrigation and plant material and sod installed, new or reused, under this Contract shall be guaranteed for sixty (60) days from time of installation against any and all poor, inadequate, or inferior materials and/or workmanship or improper maintenance, as determined by the City.

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6.08 MEASUREMENT AND PAYMENT
Clearing and Grubbing shall be measured and paid for on a LUMP SUM basis. The lump sum price paid for Clearing and Grubbing shall include all labor, materials, tools, equipment, and incidentals, and for doing all the clearing and grubbing work involved as specified in these Technical Specifications, as specified in the State Standard Specifications, as shown on the Plans and as directed by the Engineer and no additional compensation will be allowed therefore.

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7.00 POTHOLING
Attention is directed to Section 15, “Existing Facilities,” of the State Standard Specifications and these Technical Specifications.

The Contractor’s attention is directed to the existence of certain underground facilities that may require special precautions be taken by the Contractor to protect the health, safety and welfare of workmen and of the public.

The Contractor shall notify the Engineer and the appropriate regional notification center for operators of subsurface installations not less than two working days, but not more than 14 calendar days, prior to performing any excavation or other work close to any underground pipeline, conduit, duct, wire or other structure. Regional notification centers include but are not limited to the following:

Notification Center
Underground Service Alert - Northern California (USA)
1(800) 227-2600
It is not the intent of the plans to show the exact location of existing or relocated utilities, and the Engineer assumes no responsibility therefore. Whenever any such utilities are indicated thereon and identified through the Underground Service Alert process, the Contractor shall be responsible for positively verifying their actual location and depth in the field. The Contractor shall notify USA prior to any excavation. The Contractor shall provide the City with the results of potholing activity.

The Contractor is responsible for potholing where potential conflicts exist between existing utilities, identified through USA, and proposed improvements. Potholing shall consist of excavating to fully expose underground utilities and facilities so that their exact horizontal and vertical alignment can be determined.

The location and number of potholes shall be determined in the field by the Contractor after the underground facilities have been marked in the field through USA. It is the Contractor’s responsibility to coordinate any potholing work with the necessary utilities.

The Contractor shall backfill and replace the street section in place following potholing activity in a manner acceptable to the City and the utility.

The Contractor will not be entitled to damages or additional payment for delays, mobilization or demobilization caused by a utility conflict with any of the proposed improvements or the utility company’s failure to appear on site at the designated date and time whether for potholing or any other private utility work.

In the event existing and proposed facilities are found to be in conflict after potholing, the Engineer reserves the right to change the alignment and grade of the proposed improvements.

7.01 MEASUREMENT AND PAYMENT
Full compensation for conforming to the requirements of this section, including backfilling, street surface restoration, and utility coordination for the Contractor to complete the work as designed shall be considered as included in the prices paid for the various items of work involved and no additional compensation will be allowed therefore.

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8.00 REMOVE TREE
Remove Tree shall conform to the provisions in Section 17-2.03D, “Disposal of Materials,” of the State Standard Specifications, and Section 8, “Clearing and Grubbing,” of these Technical Specifications.

Only trees shown on the plans for removal shall be removed, unless agreed upon with the Engineer. Tree stumps shall be removed to a point one foot (1’) below finished grade, unless otherwise shown on plans.

Tree roots that interfere with construction shall be cut off in a workmanlike manner only after consulting with the Contractor-provided certified arborist. Any voids left from removal of tree stumps within the limits of the structural pavement section, sidewalk section, or retaining wall shall be backfilled with Class 2 aggregate base compacted to 95% relative compaction. Any void left from removal of tree stumps outside of the limits identified above shall be backfilled with 60% relative compacted native soil.

The Contractor shall field mark trees to be removed. These field markings of trees to be removed shall be verified by the Engineer prior to any tree removals.

The Contractor shall submit to the City, in writing, the name of the I.S.A. certified arborist, a minimum of ten (10) working days prior to the start of clearing and grubbing and/or tree removal operations.

8.01 NESTING BIRD SURVEY
If tree removal for construction will occur during the nesting season (February through July), a minimum of two pre-construction surveys should be conducted in construction areas for nesting birds. Surveys shall be conducted by a Contractor-provided qualified wildlife biologist.

Surveys should be conducted no more than 14 calendar days prior to the initiation of tree removal activities during the early part of the breeding season (February through April) and no more than 30 days prior to the initiation of these activities during the late part of the breeding season (May through July).

If the wildlife biologist deems that an active bird nest is close enough to the construction area to be disturbed, they should determine the extent of the construction-free buffer zone to be established around the nest. However, if an active raptor nest is located, a minimum 500 foot no-disturbance buffer shall be established with no work occurring within the buffer until a qualified biologist determines the young have fledged.

8.02 MEASUREMENT AND PAYMENT
Tree removal shall be based on the contract unit price paid per EACH tree removed and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in Remove Tree and/or stump, complete in place, including, tree removal, excavation, removal, and disposal, stump grinding, backfill with Class 2 aggregate base, and a wildlife biologist to perform nesting bird surveys, as shown on the plans, as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer.

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9.00 MISCELLANEOUS ITEMS OF WORK
The work shall consist of removing items in the field to construct the improvements as shown on the plans. The scope of work covered by Miscellaneous Items of Work covers the items listed in the following subsections.

Removed items shall become the property of the Contractor and shall be disposed of outside the City’s and/or State’s right of way.

9.01 PAVEMENT MARKERS/DELINEATORS/STRIPING/PAVEMENT MARKINGS/SIGNAGE The Contractor shall remove all existing pavement markers, delineators, traffic striping, pavement markings and signage from within the limits of the streets in accordance with Section 84-9, “Existing Roadside Signs and Markers,” of the State Standard Specifications.

Sandblasting of traffic stripes shall not be permitted. Removal of traffic stripes shall be by grinding, or by other methods approved in writing by the Engineer. Drain inlets adjacent to areas to be ground shall be protected from grinding entering the storm drain system.

For removal of pavement markings, a rectangular area shall be ground to prevent ghosting of the original markings. Conflicting striping shall be removed completely.

All striping or pavement markings damaged during construction shall be repaired at the Contractor’s expense. Repairs shall consist of complete replacement of markings or legends, replacement of sections of striping, and replacement of damaged or missing markers as directed by the Engineer.

9.02 SALVAGE ELECTRICAL EQUIPMENT
The Contractor shall remove, handle, transport, store, and dispose of all existing electrical equipment, including light bulbs, and all other construction or installation related refuse in compliance with City’s current practice and all applicable laws and regulations in such a manner as to minimize potential adverse environmental impacts on this project at no additional cost to the City. The City encourages recycling where possible.

Ballasts and transformers that contain polychlorinated biphenyls (PCB’s) are designated as extremely hazardous wastes and fluorescent tubing and mercury lamps are designated as hazardous wastes under Title 22, Division 4.5, Chapter 11, Article 4.1 and Article 5, of the California Code of Regulations.

Contractor shall provide evidence of proper disposal of hazardous waste.

All traffic signal and street lighting equipment shown on the Plans as salvaged shall be salvaged to the City of King City Public Works Department. The salvaged material shall be delivered, in the same condition as before removal, by the Contractor to the site as directed by the City. The Contractor is responsible for unloading of equipment. The Contractor shall call ahead and confirm drop-off at least 48 hours in advance of delivery.

All other equipment shown on the Contract plans to be removed or discarded shall become the property of the Contractor and shall be removed from the right-of-way and disposed of by the Contractor.

9.03 RELOCATE SAN LORENZO PARK SIGN
The Contractor shall document the existing condition of the San Lorenzo County Park sign, to the satisfaction of the Inspector and/or Engineer, prior to removing the sign. The sign shall be removed prior

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to commencement of any nearby demolition work. The sign shall be reinstalled in the new location, where shown on the plans, to match existing in kind.

The Contractor is to assume that the relocation of the San Lorenzo County Park sign will require four new wooden posts w/foundations and new fastening hardware, and no additional compensation will be allowed therefore.

9.04 MEASUREMENT AND PAYMENT
Miscellaneous Items of Work shall be paid for on a LUMP SUM basis. The lump sum price paid for Miscellaneous Items of Work shall include all labor, materials, tools, equipment, and incidentals, and for doing all the work involved as specified in these Technical Specifications, as specified in the State Standard Specifications, as shown on the Plans, and as directed by the Engineer and no additional compensation will be allowed therefore.

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10.00 REMOVE CONCRETE
Existing concrete curb and gutter, sidewalk, and retaining wall shall be removed to the limits as shown on the plans and in accordance with Section 15-1.03B, “Removing Concrete,” of the State Standard Specifications.

Sidewalk, estimated to be 4” thick, designated on the plans to be removed or which conflicts with the proposed improvements under this contract shall be removed. Sidewalk limits are measured from back of sidewalk to back of curb.

Concrete shall be cut with a concrete saw to a minimum depth of 2-inches before removing concrete so that the visible edge of the remaining concrete form a neat, straight line. Concrete saw cuts shall be at score marks.

Removal of existing concrete sidewalks shall include construction of temporary construction barriers.

Pedestrian access through the construction areas shall be provided as specified in the Traffic Control System bid item of these Technical Specifications.

Concrete material removed shall be properly disposed offsite by the Contractor in accordance with the State Standard Specifications.

Concrete removal shall be staged to present the least amount of disruption to the general public. Removal of all curb ramps at one intersection at the same time shall not be allowed. Sidewalk, driveway, curb, gutter, or other miscellaneous concrete not identified on the plans for removal which is damaged as a result of the Contractor’s operations shall be removed and replaced in kind at the Contractor’s expense and no additional compensation will be allowed therefore.

No demolished concrete shall remain on the job site overnight.

Removed items shall become the property of the Contractor and shall be disposed of outside the City’s right of way.

10.01 MEASUREMENT AND PAYMENT
Payment for Remove Concrete Sidewalk shall be based at the unit price bid per SQUARE FOOT and shall include full compensation for all labor, materials, tools, equipment, and incidentals, and for doing all work involved with removing concrete of the various types shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications, and as directed by the Engineer and no additional compensation shall be paid therefore.

Payment for Remove Concrete Curb and Gutter shall be based at the unit price bid per LINEAR FOOT and shall include full compensation for all labor, materials, tools, equipment, and incidentals, and for doing all work involved with removing concrete of the various types shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications, and as directed by the Engineer and no additional compensation shall be paid therefore.

Payment for Remove Retaining Wall shall be based at the unit price bid per LINEAR FOOT and shall include full compensation for all labor, materials, tools, equipment, and incidentals, and for doing all work involved with removing concrete of the various types shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications, and as directed by the Engineer and no additional compensation shall be paid therefore.

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Remove Concrete bid items shown in the bid schedule are final pay items. No additional payment will be made should the Contractor remove more concrete than shown on the plans in order to sawcut and remove concrete at the nearest joint in the field as directed and agreed upon by the Engineer.

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11.00 ROADWAY EXCAVATION
Roadway Excavation shall conform to Section 19-2, “Roadway Excavation,” of the State Standard Specifications and these Technical Specifications. Roadway Excavation shall consist of removal of existing pavement section and other materials necessary to construct the improvements on the plans.

As is the case with any project that includes excavation, the potential exists for unknown hazardous contamination to be revealed during project construction (such as previously undetected petroleum hydrocarbon contamination from nearby gas stations). Should any previously unknown hazardous waste/material be encountered during construction, the procedures outlined in Caltrans Hazards Procedures for Construction shall be followed.

Existing asphalt concrete pavement, aggregate base, subbase, and native material shall be removed to the limits shown on the project plans. On the line at which the asphalt concrete is to be removed, a straight, neat cut, with a power-driven saw (or other acceptable means) shall be made to the full depth of the existing asphalt concrete prior to the removal of the asphalt concrete pavement.

Removal operations shall be performed with minimum damage to any portion of the asphalt concrete pavement that is to remain in place. All damage to the existing asphalt concrete to remain in place shall be repaired to a condition equal to or superior to that existing prior to the beginning of removal operations at the Contractor’s own expense.

Residue from cutting operations shall not be permitted to flow into storm drains or across lanes occupied by traffic and shall be removed from the pavement surface, concurrent with the cutting operation. All excavated material shall be removed and disposed of outside the City/State right of way in accordance with the State Standard Specifications.

Surplus excavated materials are the property of the Contractor and must be disposed of away from the project site. No excavated material will be allowed to be stockpiled overnight in or adjacent to public right of way, or on private property, unless approved by the City.

Unless otherwise provided for in these Technical Specifications, the excavation may not be left without backfill during non-working hours except with prior written approval from the Engineer. Excavations left without backfill shall be barricaded and covered or otherwise protected to ensure public safety.

The Contractor shall assume that existing concrete flatwork is poured on native material, and which native material will not be permitted to remain. As such, excavation required to install aggregate base beneath all minor concrete as shown on the plans shall be included in the bid item for Roadway Excavation.

The Contractor is hereby made aware that existing asphalt pavement thicknesses vary across the project limits. Refer to the Plans for potholing results obtained during the design phase of the project.

11.01 MEASUREMENT AND PAYMENT
Payment for Roadway Excavation shall be based at the unit price bid per CUBIC YARD and shall include full compensation for all labor, materials, tools, equipment, and incidentals, and for doing all work involved with removing asphalt concrete, aggregate base, subbase, and native material of the various types shown on the Plans, including sawcutting, as specified in the State Standard Specifications, these Technical Specifications, and as directed by the Engineer and no additional compensation shall be paid therefore.

Roadway Excavation is a final pay item. No additional payment will be made should the Contractor remove more material than shown on the plans.

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12.00 AGGREGATE BASE
Aggregate Base shall be Class 2 and shall be furnished and installed in accordance with Section 26, “Aggregate Bases,” of the State Standard Specifications, and these Technical Specifications.

Aggregate base shall be produced from commercial quality aggregate consisting of broken stone, crushed gravel, clean, rough-surfaced gravel and sand, or a combination thereof. The grading of the material shall be three-fourth inch (3/4”) maximum. Spreading and compacting shall be performed by methods that will produce a uniform base when firmly and properly compacted free from pockets and coarse or fine material.

Class 2 Aggregate Base shall be placed, where shown on the plans and under new pavement, curb, gutter or other flatwork as specified in these Technical Specifications, and as directed by the Engineer.

Class 2 Aggregate Base material shall contain sufficient moisture to prevent segregation. Aggregate base materials shall be immediately spread to its planned grade and cross section. Segregation or excessive drifting or spotting material will not be permitted.

The surface of the finished aggregate base at any point shall not vary more than 0.05-foot above or below the grade established by the City.

The Engineer shall have the option of leaving existing aggregate base in place if deemed suitable. The Contractor shall not assume there is existing aggregate base under existing flatwork. If existing aggregate base exist and is reused, the bid item quantity shall be reduced accordingly.

The Contractor shall install aggregate base rock from one source to the greatest extent practical to ensure compaction testing results are reliable and consistent for the duration of the project. If additional suppliers are to be considered, the Contractor shall provide material submittals for review and approval. The Contractor shall coordinate with the Engineer to agree upon where a particular type of base rock is to be installed thereby avoiding the mixing of aggregate base rock from multiple suppliers in one area.

The Contractor shall achieve at a minimum 95% relative compaction as outlined in the City’s Quality Assurance Program. The Contractor shall refer to the Quality Assurance Program section of these Technical Specifications for information related to materials testing requirements.

Proposed recycled materials shall not be used in the work unless a material submittal is approved in writing by the City.

The Contractor shall provide a material submittal to the City with laboratory test data no more than six weeks old certifying that the proposed materials meet all the quality requirements of Section 25, “Aggregate Subbases,” and 26, “Aggregate Bases,” of the State Standard Specifications. Proposed recycled materials shall not be used in the work unless a material submittal is approved in writing by the City.

The Contractor shall verify that the mix design, with ID number written on weighmaster tags, delivered to the job site matches the approved mix design. If the mix design ID numbers do not match, the product shall be rejected at no cost to the City.

12.01 DAILY SUBMITTAL
The Contractor shall submit tickets indicating the quantity of material delivered as the material arrives at the job site, or at any time upon request of the Engineer. If the Contractor does not submit the tickets at the end of each day when aggregate base is installed, a temporary stop work order may be issued on

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the construction activity with no associated cost incurred by the City. The construction activity may resume with the Engineer’s written approval upon receiving and reviewing all tickets.

12.02 MEASUREMENT AND PAYMENT
Aggregate Base shall be measured and paid for per CUBIC YARD and shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved in installation of aggregate base rock complete in place, including compaction and all incidental work, all as specified in the State Standard Specifications, these Technical Specifications, and as directed by the Engineer and no additional compensation will be made therefore.

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13.00 SLURRY SEAL
Contractor shall apply a Type 2 slurry seal at the locations and to the limits specified on the plans and as directed by the Engineer. Slurry seal work shall conform to Section 37-3, “Slurry Seals and Microsurfacings,” of the State Standard Specifications, as specified in these Technical Specifications, and as directed by the Engineer.

Slurry Seal shall consist of a mixture of an approved emulsified asphalt, mineral aggregate, water, and specified additives, proportioned, mixed and uniformly spread over a properly prepared asphalt surface.

The completed Slurry Seal shall leave a homogeneous mat, adhere firmly to the prepared surface, and have a skid-resistant surface texture throughout its service life.

Aggregate
The smooth textured crusher fines shall have less than 1.25% water absorption. The aggregate shall be volcanic in origin and black in color with 100% fractured faces, clean and free from organic matter or other deleterious substances and clay balls. Oversized granular material and/or presence of clay balls will require the project to be stopped. Aggregate shall in all other respects comply with Caltrans requirements for Type II aggregates.

Emulsified Asphalt Material
The liquid emulsion shall be water-based emulsified asphalt comprised of straight-run vacuum tower bottoms, synthetic SBR latex polymer, and emulsification agents. The SBR polymer shall be co-milled during the emulsification process such that a bicontinuous polymer-asphalt network is formed upon curing of the finished emulsion. The emulsion shall be pumpable and suitable for use in a Slurry Seal machine.

Submittal
At least 10 working days before the slurry seal placement commences, the Contractor shall submit for approval of the Engineer a laboratory report of test results and a proposed mix design from an AASHTO accredited laboratory for AASHTO accredited laboratory for asphalt emulsions and pavement preservation. The laboratory report and mix design must be signed by the laboratory.

The Contractor shall ensure that the completed mixture shall be such that the slurry seal mixture has proper workability. At the expiration of the road closure hours, and in conformance with the City’s traffic control and road closure requirements, the slurry seal mixture shall be sufficiently cured to support unrestricted traffic.

13.01 MEASUREMENT AND PAYMENT
Slurry Seal will be measured and paid by SQUARE YARD and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved including testing, furnishing mix design, cleaning the paving surface, placement of the slurry seal, protecting utility covers, and protecting the slurry seal until it has set, all as shown on the plans, as specified in these Technical Specifications, and as directed by the Engineer, and no additional compensation will be made therefore.

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14.00 HOT MIX ASPHALT
The Contractor shall furnish and install Type A Hot Mix Asphalt (HMA) at the locations and to the depths shown on the plans in accordance with Section 39-2, “Hot Mix Asphalt,” of the State Standard Specifications, and these Technical Specifications.

Prior to HMA work occurring, all existing striping, markings, and markers shall be fully removed. The Contractor is referred to the “Miscellaneous Items of Work” section of these Technical Specifications for additional information.

14.01 MATERIALS
The Contractor shall submit in writing to the Engineer a complete mix design as described in Section 39-

2.01A(3)(b), “Job Mix Formula,” of the State Standard Specifications. Mix designs must include the name of the material plant, the product name, a mix design ID number, and item of work in which it is to be used.

The Contractor shall comply with Section 39-2.02B(4)(b) except the final top overlay lift shall be ½” aggregate.

All asphalt binder shall be PG 64-10 and shall conform to the requirements of Section 92, “Asphalt Binders,” of the State Standard Specifications.

The Contractor shall furnish and install an emulsified asphalt (Type CSS-1h or SS-1h) tack coat conforming to Sections 39-2.01C(3)(f), “Tack Coat,” and 94, “Asphaltic Emulsions,” of the State Standard Specifications.

The Contractor shall submit certification from the supplier that the material he is furnishing has been properly tested within the last 6 weeks and designed so as to meet the aforementioned specifications.

Cost of any such testing shall be the responsibility of the Contractor and/or supplier. Once a supplier's material has been found acceptable, the Contractor shall furnish material from no other source without the prior approval of the Engineer in writing.

The Contractor shall verify that the mix design, with ID number written on weighmaster tags, delivered to the job site matches the approved mix design. If the mix design ID numbers do not match, the product shall be rejected at no cost to the City.

14.02 EXECUTION
Surface preparation and tack coat application shall be in accordance with the State Standard Specifications. The surfaces upon which asphalt concrete is to be placed shall be thoroughly cleaned of all dirt, vegetation, and debris.

Prior to application of tack coat, the street shall be cleaned with a vacuum street sweeper and be clean of all dust.

Existing paved surfaces shall be given a tack coat by spraying with penetration type emulsified asphalt at the rates listed in the table in Section 39-2.01C(3)(f), “Tack Coat,” and as directed by the Engineer.

The HMA shall be placed in 3-inch maximum lifts after compaction. Conform sections shall be squared off and hand raked to a neat straight line. Edges at curb shall be hand raked and rolled with a small roller or tamper when larger roller cannot be used.

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The Contractor shall construct raised crosswalks of HMA material where shown on the plans.

A. Spreading and Compaction

1. Vehicles used for hauling HMA mixtures must have tight, smooth, metal beds, and must be free from dust, screenings, excessive petroleum oils, volatiles, or other mineral spirits that may affect the mix being hauled. Trucks must be provided with tarpaulins or cargo covers of sufficient size and weight to protect the entire load.

2. Placement of asphalt concrete shall be in accordance with Section 39-2, “Hot Mix Asphalt,” of the State Standard Specifications, and these Technical Specifications.

3. Should the methods and equipment furnished by the Contractor fail to produce a layer of HMA conforming to the requirements, including straightedge tolerance, of Section 39-2.01C(2), “Spreading and Compacting Equipment,” of the State Standard Specifications, the paving operations shall be discontinued, and the Contractor shall modify his equipment or furnish substitute equipment.

4. Gutter Lip – Placing of the asphaltic concrete adjacent to the lips of gutters shall be such that a rise above said lips of 1/4 inch shall remain after compaction, except adjacent to curb ramps, where the HMA shall be flush with the lip.

B. Finishing Roadway

1. The completed surface shall be thoroughly compacted, smooth, and true to grade and cross section, free from ruts, humps, depressions or irregularities. When a straight edge 12 feet long is laid on the finished surface and parallel with the center line of the highway, the surface shall not vary more than 0.01 feet from the lower edge of the straight edge. When tested transversely to traffic, the surface shall incline continuously in the direction of the drainage so that no depressions, which will not drain, remain in the surface after rolling. Any ridges, indentations or other objectionable marks left in the surface of the HMA by equipment shall be eliminated by rolling or other means. The use of any equipment that leaves ridges, indentations or other objectionable marks in the HMA shall be discontinued and other acceptable equipment shall be furnished by the Contractor.

2. A drop-off of more than 2 inches will not be allowed at any time between adjacent lanes open to public traffic.

3. Half-width surfacing operations shall be conducted in such manner that, at the end of each day’s work, the distance between the ends of adjacent surfaced lanes shall not be greater than can be completed in the following day of normal surfacing operations.

4. Finishing roadway shall conform to Section 22, “Finishing Roadway,” of the State Standard Specifications. The entire roadway and right-of-way shall be left in a neat and presentable condition to the satisfaction of the Engineer.

5. Temporary pavement markings shall be installed for all roadway centerlines, stop lines and channelizing lines following the final lift of HMA overlay. Temporary pavement markers shall be the same color as the lane line or centerline markers being replaced. Temporary pavement markings shall comply with ‘Temporary pavement markers for short term day/night use (14 days or less) of Section 12-6, “Temporary Pavement Delineation,” of the State Standard Specifications. The costs of temporary pavement markings or floppies are included in the asphalt concrete bid item.

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C. Testing and Certification
During the work, the City may periodically sample and test the furnished material to ensure quality assurance in accordance with the City’s Quality Assurance Program. The Contractor will perform all required quality control testing. The City will assume the cost of all quality assurance testing, however, the Contractor will be required to pay for all failing test.

14.03 DAILY SUBMITTAL
The Contractor shall submit HMA Weighmaster’s Certificates as the material arrives at the job site, or at any time upon request of the Engineer. If the Contractor does not submit the Certificates at the end of the day when HMA is installed, a temporary stop work order may be issued on the paving operation with no associated cost incurred by the City. The paving operation may resume with the Engineer’s written approval upon receiving and reviewing the Certificates.

14.04 MEASUREMENT AND PAYMENT
Hot Mix Asphalt as determined by Weighmaster’s Certificates, shall be per TON and shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals, and for doing all the work involved in furnishing and installing hot mix asphalt, including production, delivery, placement, and compaction of HMA, complete in place, including tack coat, and all incidental work, as shown on the project plans, as specified in the State Standard Specifications, these Technical Specifications, and as directed by the Engineer, and no additional compensation will be made therefore.

Hot Mix Asphalt – Plug Paving as determined by Weighmaster’s Certificates, shall be per TON and shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals, and for doing all the work involved in furnishing and installing hot mix asphalt, including production, delivery, placement, and compaction of HMA, complete in place, including tack coat, and all incidental work, as shown on the project plans, as specified in the State Standard Specifications, these Technical Specifications, and as directed by the Engineer, and no additional compensation will be made therefore.

Quantities of material wasted or disposed of in a manner not called for under the contract, or rejected loads of material, including material rejected after it has been placed by reason of the failure of the Contractor to conform to the provisions of the contract, or materials placed outside the lines indicated from the transporting vehicle, or material remaining on hand after completion of the work, will not be paid for and such quantities will be deducted from the final total quantities. No compensation will be allowed for hauling rejected material.

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15.00 CONCRETE
All Minor Concrete for curbs, gutter, retaining wall, sidewalk, bike path, median, and mountable truck apron shall be constructed in accordance with Section 73, “Concrete Curbs and Sidewalks,” of the State Standard Specifications unless otherwise directed in these Technical Specifications. Minor Concrete shall be in accordance with Section 90-2, “Minor Concrete,” of the State Standard Specifications and shall achieve a minimum of 3,000 psi compressive strength by 28-calendar days after placement.

The Contractor shall coordinate with the City for material sampling and testing. The City’s independent consultant shall have full access to all areas of the worksite necessary to sample and test required materials. Any material tested which does not meet the minimum design standards as outlined in this Technical Specification or the City’s approved Quality Assurance Plan shall be removed and replaced at no cost to the City. The City will assume the cost of the testing.

The Engineer shall be notified 24 hours prior to concrete pour. The Contractor shall provide string lines and forms delineating the proposed concrete surface for Engineer observation a minimum of 4 (four) hours prior to concrete pour. No concrete shall be poured until the Engineer has approved the forms.

All oil, paint, tire, graffiti and other marks shall be removed from all minor concrete construction by sandblasting or complete replacement prior to acceptance by the Engineer. Cement mortar will not be an acceptable substitute for sandblasting or complete replacement.

The Contractor shall assume that existing concrete flatwork is poured on native material, and which native material will not be permitted to remain. As such, excavation required to install aggregate base beneath all minor concrete as shown on the plans shall be included in the bid item for Roadway Excavation.

Any finished concrete not conforming to the slope specifications found in these specifications and as detailed in the drawings shall be removed and replaced by and at the expense of the Contractor.

15.01 EXECUTION
A. Subgrade Preparation

1. Remove 6” below existing subgrade. Scarify subgrade to a min. of 12”, moisture condition, and compact to a min. of 95% per CTM 216.

2. The Geotechnical Engineer of record shall be allowed to inspect prepared subgrade prior to installation of form boards. The Contractor shall coordinate with the Engineer a minimum of 48 hours prior to placement of form boards such that the Engineer can request the Geotechnical Engineer to make a site visit. Should the Geotechnical Engineer be unable to make a site visit at the date and time appointed, the Contractor shall reschedule work at no cost to the City.

B. Curb Ramps and Passageways

1. No utility pull box, traffic signal pull box, traffic signal pole foundation, or any other facility that is visible on or above the surface of a curb ramp/passageway may be located within the area of a curb ramp/passageway without prior approval of the Engineer. For the purpose of these Technical Specifications, the area of the curb ramp shall be the area of curb, gutter, sidewalk, and retainer curb (back of walk) including and bounded by the 4-foot transition adjacent to the inclined portions of the ramp.

2. All curb ramps and passageways shall be constructed in accordance with this section, State Standard Plan A88A and A88B, except as noted on the plans, and all Federal, State and local

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codes and regulations. Any variations from the details or code requirements must be approved in writing by the Engineer, prior to placing concrete.

If a ramp/passageway constructed by the Contractor is not in full compliance with the requirements of this section, as determined by the Engineer, the Contractor shall remove and reconstruct the entire ramp/passageway at their sole cost and expense. Note: To ensure full compliance of all curb ramps and passageways with the standard details and codes, the City’s Inspector shall use appropriate means including, but not limited to, a 2-foot smart level and a tape measure.

To the greatest extent practical, curb ramp and passageway locations shall be open for pedestrian use on weekends and holidays. For the purpose of this project “full and safe pedestrian use” means removal of all formwork, restoration of pavement or placement of properly compacted temporary patch material in front of ramp, removal of construction debris and elimination of all other barriers to pedestrian travel.

C. Curb, Curb and Gutter and Retaining Curb
Curb, Curb and Gutter and Retaining Curb shall be constructed to the dimensions, lines, grades, and details shown on the plans. The contractor shall immediately notify the Engineer of any discrepancies in limits.

D. Retaining Wall
Retaining Wall shall be constructed to the dimensions, lines, grades, and details shown on the plans. The contractor shall immediately notify the Engineer of any discrepancies in limits. 3” weep holes shall be spaced a minimum of 15’ apart, center to center.

The gradation for pervious backfill material shall comply with the gradation specified for 1-1/2- by-3/4 inch primary aggregate in section 90-1.02C(4)(b) of the State Standard Specifications.

E. Colored Concrete
Cycle Track
All cycle track surfaces with a colored concrete shall be constructed to the dimensions, lines, grades, details shown on the plans, and finished with medium broom. The color shall be Davis Cocoa #6130 or an approved equal.

Truck Apron and Median Hardscape
All truck apron and median hardscape surfaces with a stamped, colored concrete shall be constructed to the dimensions, lines, grades, and details shown on the plans. The pattern shall be an “offset brick” pattern per the plans and color “brick”.

General Information on Colored Concrete
Contractor shall submit product data and manufacturer's instructions for color additives, stamp pattern, and curing compounds.

Contractor shall follow all manufacturer's recommendations regarding mixing, batching, curing and finishing. The Contractor for this work shall have at least five years of experience working with colored concrete.

For the truck apron, the Contractor shall provide a 2’x4’ mock-up sample of stamped and colored concrete flatwork for approval by the Engineer. If another agreeable size for a mock-up is acceptable to the Contractor and Engineer, that size can be demonstrated.

For the cycle track, the Contractor shall provide one full size sample panel of each pattern for field review.

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All samples shall demonstrate methods of obtaining consistent visual appearance, including materials, workmanship, and curing method. Test sample shall be poured and finished at least 30 days prior to request for approval. Engineer shall not approve sample that has been poured for less than 30 days. Once the City has approved the mock-up, the Contractor shall retain approved mock-up during construction as standard for judging completed work.

Flatwork shall be cured and sealed with an acrylic co-polymer curing compound “Color Seal II” as manufactured by Davis Colors or approved equal unless otherwise noted on the plans.

Application and coverage shall conform to the manufacturer’s specifications.

The concrete color admixture shall be added at the concrete batch plant in accordance with manufacturer’s specifications. Minimum batch size shall be three (3) yards. All integrally colored concrete shall contain the proper proportion of admixture for conditioned concrete as determined by the manufacturer.

Contractor shall place, finish, cure, and seal stamped and colored concrete pavement as shown on the plans. Adjoining sections of colored concrete shall be placed within the same work shift as practical to avoid mismatching colors.

F. Curb Cuts
Curb cut inlets shall be constructed to the dimensions, lines, grades, and details shown on the plans to allow storm drain runoff into bioretention zones. Curb Cuts are not a standalone bid item and shall be included in the bid item for the immediately adjacent curb and gutter, as shown on the plans.

G. Doweling

1. When pouring new concrete to existing concrete, the existing concrete vertical face shall be doweled three feet on center with 16-inch long, grade 60, #4 rebar penetrating four-inches into the existing curb, four-inches below top of curb. The dowel hole shall be 5/8-inch diameter at a light angle horizontally. The penetrating portion the dowel and adjoining existing concrete shall be 95% coated with two-part epoxy.

2. Abutting curb and gutter ends shall be doweled twice, 18-inches apart, centered on the curb and gutter section.

3. If the existing edge is damaged during doweling, the concrete shall be saw cut again at the Engineer's discretion, at no additional cost to the City.

H. Concrete

1. Before placing concrete, subgrade shall be well dampened.

2. Extruded curb will not be allowed.

3. All newly placed concrete shall be cured in accordance with Section 90-1.03B, “Curing Concrete,” of the State Standard Specifications and these Technical Specifications.

4. Exposed surfaces of all minor concrete shall be coated with a pigmented curing compound immediately following surface finishing prior to the moisture sheen disappearing from the surface.

Curing compound shall be uniformly applied at a rate of one gallon per 150 square feet per the manufacturer’s recommendations, whichever is greater, unless otherwise specified. The Contractor shall use caution that the pigmented compound is contained within the intended area of work and does not discolor asphalt concrete or other adjoining improvements.

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I. Expansion Joints, Weakened Plane Joints, and Score Marks

1. In sidewalks, an expansion joint shall be placed at the end of round corners and at major structures such as utility vaults, at portions of sidewalk that include a manhole, and at other as shown on the Plans or as directed by the Engineer. In addition, expansion joints shall be placed at sixty-foot (60’) intervals of all sidewalks, and concrete median pavement.

2. Expansion joint material shall be one-half inch (1/2”) thick, be shaped to fit the geometry of the sidewalks and extend for the full depth of the sidewalks. Expansion joint material shall conform to Section 73-1.02, “Materials”, of the State Standard Specifications. Expansion joints shall be at right angles to the line of the work. Sealant shall be placed over the expansion joint material if directed by the City. Contractor shall not place “Felt” in expansion joints of both sidewalk and curb and gutter.

3. Weakened plane joints and score marks shall be placed through the curbs and gutter section at the following intervals for the sidewalk widths indicated

4. All four-foot (4’) wide sidewalk/ramp shall be scored at four-foot (4’) intervals. In lieu of every third score mark, at twelve-foot (12’) intervals, weakened plane joints shall be constructed.

5. All five-foot (5’) wide sidewalk/ramp shall be scored at five-foot (5’) intervals. In lieu of every third score mark, at ten-foot (10’) intervals, weakened plane joints shall be constructed.

6. Weakened plane joints shall extend through both the sidewalk and the curb and gutter when constructed at the same time and monolithically.

7. All score mark shall be placed at the back of the curb for the total length of all monolithic curb, gutter and sidewalk.

J. Concrete Finish

1. Concrete shall not be placed or finished in the rain.

2. Curb and gutter shall be free from humps, sags, or other irregularities.

3. All concrete surfaces shall be completed with a medium broom finish transverse to the line of work unless otherwise specified

4. All gutters shall be flow tested with water post concrete pour to assure proper drainage. If positive drainage is not achieved, the Contractor shall remove and reconstruct gutter to achieve positive flow at their sole cost and expense.

5. All exposed surfaces of minor concrete shall be free from rock pockets, discoloration, graffiti, and blemishes. Surfaces shall have a uniform texture and appearance free of bulges, depressions, or other imperfections. Surfaces shall not vary by more than one quarter of an inch (1/4") from a ten-foot (10’) straight edge except at grade changes.

K. Damage Repairs
All damage done or openings cut in concrete walks, curbs or gutters during the progress of the work shall be repaired by the Contractor to the satisfaction of the City. Patching of damaged areas may be allowed at the discretion of the Engineer. Partial removal and replacement of sections of sidewalk, portions of curbs and/or gutters less than four (4’) feet in length will not be allowed.

All removal of damaged sidewalk, curb and gutter sections shall extend to the nearest score marks, weakened plane joint, construction joint within three (3’) feet of the limit of damage concrete. All damaged areas shall be removed and replaced as specified by the Engineer without compensation.

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All voids behind side of walk created by the installation of minor concrete shall be backfilled with suitable material and properly compacted within 10 working days of concrete placement.

15.02 DETECTABLE WARNING SURFACE
Detectable Warning Surface shall be installed in each curb ramp in accordance with State Standard Plan A88A, Section 73, “Concrete Curbs and Sidewalks,” of the State Standard Specifications, these Technical Specifications, and as directed by the Engineer.

A detectable warning surface must be on the Caltrans Authorized Material List for detectable warning surfaces and must match yellow color no. 33538 of AMS-STD-595.

15.03 DAILY SUBMITTAL
The Contractor shall provide delivery tickets at the time of delivery of each load of concrete. Each delivery ticket shall state the total yield in cubic yards, date, and time of day corresponding to when the batch was loaded, when it was dispatched, when it arrived at the job, and the time that unloading began. Each delivery ticket shall include the mix design number such that the Engineer can confirm the placed concrete matches the approved material submittal.

The Contractor shall provide the Certificate of Compliance at the time the final load of concrete is delivered each work day on which concrete is installed.

15.04 MEASUREMENT AND PAYMENT
Curb Ramps – Payment for the work required to construct the Curb Ramps, complete in place, shall be considered as included in other bid items that make up the work including, but not limited to, Minor Concrete Sidewalk, Minor Concrete Curb and Gutter of the various types shown on the plans, and Detectable Warning System, and no additional compensation will be allowed, therefore.

Minor Concrete (Sidewalk, Cycle Track, Median Hardscape, and Truck Apron) – The Contract unit price paid per SQUARE FOOT for minor concrete of the items listed above shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in constructing the flatwork, complete in place, including integral color, preparing the subgrade, all form work, finishing and curing the concrete, stamping the colored mountable truck apron, scoring, installing steel rebar, placing dowels and epoxy, water testing, and repairing any damage as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications, and as directed by the Engineer and no additional compensation shall be allowed therefore.

Minor Concrete Curb/Curb and Gutter (all types) - The Contract unit price paid per LINEAR FOOT for Minor Concrete Curb/Curb and Gutter of the various types shown on the plans, shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in constructing curb (and gutter where applicable), complete in place including, preparing the subgrade, all form work, furnishing and curing the concrete, scoring, installing steel rebar, placing dowels and epoxy, curb and gutter water testing, and repairing any damage as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications, and as directed by the Engineer and no additional compensation shall be allowed therefore. The 5’ transition curb shall be measured and paid for as part of the Minor Concrete (Curb and Gutter (Caltrans Type A2-6 Deepened)) bid item.

Minor Concrete (Retaining Curbs, Retaining Walls, Planter Retaining Curbs, (all types) - The Contract unit price paid per LINEAR FOOT for Minor Concrete Retaining Curb or Retaining Wall shown on the plans, shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in constructing retaining walls complete in place including,

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excavations, off-haul of soils, preparing the subgrade, all form work, furnishing and curing the concrete, installing steel rebar, and working around utilities that may conflict with the retaining wall as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications, and as directed by the Engineer and no additional compensation shall be allowed therefore.

Detectable Warning Surface - The contract unit price per SQUARE FOOT for Detectable Warning Surface (DWS) shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all work involved in constructing detectable warning surface, complete in place, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications, and as directed by the Engineer and no additional compensation shall be allowed therefore. This bid item is strictly for the DWS and does not include the concrete or aggregate base rock beneath the DWS.

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16.00 TRAFFIC STRIPING AND PAVEMENT MARKINGS
Traffic stripes and pavement markings, of the various colors indicated on the plans (white, yellow, and green), shall be installed in accordance with these Technical Specifications and Section 84, “Markings,” of the State Standard Specifications.

Traffic stripes and pavement markings shall be removed at the locations shown on the plans and as directed by the Engineer. All conflicting striping and pavement markings shall be removed. All temporary tape, floppies, etc. shall be removed following the installation of permanent striping and pavement markings. Attention is directed to “Miscellaneous Items of Work” Section of these Technical Specifications for additional information on removal of existing striping and pavement markers.

Before obliterating any pavement delineation (traffic stripes, pavement markings, and pavement markers) that is to be replaced on the same alignment and location, as determined by the Engineer, the pavement delineation shall be referenced by the Contractor, with a sufficient number of control points to reestablish the alignment and location of the new pavement delineation. The references shall include the limits or changes in striping pattern, including one and two way barrier lines, limit lines, crosswalks and other pavement markings.

The Contractor shall install cat-tracks at least 5 working days ahead of, and receive written approval from the Engineer prior to, installation of any permanent striping and pavement markings in the public right of way.

Thermoplastic stripes and pavement markings shall not be placed over utility covers including, but not limited to, manhole covers, utility boxes, hand holes, or water valves covers.

Thermoplastic traffic stripes and pavement markings shall be free of runs, bubbles, craters, drag marks, stretch marks, and debris.

Retroreflectivity of the thermoplastic traffic stripes and pavement markings shall conform to the requirements in ASTM Designation: D6359-99. White thermoplastic traffic stripes and pavement markings shall have a minimum initial retroreflectivity of 250 mcd⋅m-2⋅lx-1. Yellow thermoplastic traffic stripes and pavement markings shall have a minimum initial retroreflectivity of 150 mcd⋅m-2⋅lx-1.

Permanent striping and pavement markings shall be installed following the final lift of hot mix asphalt per the State Standard Specifications, unless approved otherwise by the Engineer.

16.01 TEMPORARY STRIPING AND PAVEMENT MARKINGS
The Contractor shall supply and install temporary striping in the public right of way to control traffic until permanent striping and pavement markings are installed. All temporary striping, pavement markings, tape, floppies, etc. shall be removed when no longer needed to safely direct traffic.

Painted white striping/pavement markings shall conform to Section 84-2.03B(6), “Paint,” of the State Standard Specifications.

The Contractor is not required to remove painted temporary traffic stripes that will be covered by paving work.

Full compensation for furnishing and installing temporary striping and pavement markings is included in the prices paid for the various items of work involved and no additional compensation will be allowed therefore.

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16.02 MATERIAL
Green pavement markings shall be Ennis-Flint Methyl Methacrylate (MMAX) Colored Lane Treatment, with corundum aggregate. MMAX pavement markings shall be mixed onsite and applied per the manufacture’s recommendations. Color shall be EF Green, specialized for bike lane treatments.

Thermoplastic shall be Alkyd type for extrusion application and shall produce an adherent reflectorized strip capable of resisting deformation by traffic.

Thermoplastic material shall be free of lead and chromium and shall conform to the requirements in State Specification PTH-02ALKYD.

The thermoplastic material shall be 100 percent solids. The binder shall consist of synthetic alkyd resins and shall be homogeneously incorporated with all the necessary prime pigments, fillers, and glass beads to produce a traffic coating to meet the requirements as specified herein.

Characteristics of Finished Thermoplastic:

White Yellow
Glass Beads, AASHTO M-247, Type I, percent by
weight, min. (Cal. Test Method 423)
30 30
Titanium Dioxode (TiO2), percent by weight, min.
(AASHTO T250-77)
10 Lead Chromate, Medium Heat Stability, percent by
weight, min.

2.5 Specific Gravity, max. (Cal. Test Method 423) 2.15 2.15 Binder, percent by weight, min.
(Cal. Test Method 423)
18 18
Ring & Ball Softening Point, °F (ASTM E28) 200-240 200-240 Bond Strength to Concrete, 0.125-inch-thick film
drawdown at 425°F test at 75°F + 2°F, psi, min
(Cal. Test Method 423)
180 180
Brookfield Thermosel Viscosity, Spindle SC4-27, 20
RPM at 425°F, Poise (Cal. Test Method 423)
30 – 45 30 – 45
Impact Resistance, Falling Ball Method, 0.125-inch-thick film drawdown at 425°F on concrete. Test at 75°F + 2°F
inch-lbs., (ASTM D2794)
10 10
Daylight Luminous Reflectance, min. (ASTM E97) 75 40
Yellowness Index, max., (ASTM E313) .15
Hardness, Shore A-2 Durometer with 2-kilogram weight
at 115°F (Cal. Test 423)
60 – 80 60 – 80
Low Temperature Stress Cracking, Resistance at 25°
(AASHTO)
No Crack No Crack
Color Match, Federal Std. No. 595a, Color No. 33538 Passes

16.03 APPLICATION
Thermoplastic Traffic Striping Material, Alkyd Binder, White and Yellow. All thermoplastic must be applied per Section 84-2.03B(2)(b), “Extruded Thermoplastic,” of the State Standard Specifications.

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The Contractor shall apply an adhesive primer base coat prior to the application of any thermoplastic material on treated pavement, stamped pavement, colored pavement, concrete surfaces, or pavement older than 30 days.

Unless otherwise specified in these Technical Specifications, the thermoplastic material for traffic stripes shall be applied at a minimum thickness of 0.075-inch. Thermoplastic Material for pavement markings shall be applied at a minimum thickness of 0.125-inch. Glass beads shall be applied immediately to the surface of the molten thermoplastic material, at a rate of not less than 8 lbs. per 100 sq. ft. The amount of glass beads applied shall be measured by stabbing the glass beads tank with a calibrated rod.

16.04 TOLERANCES AND APPEARANCE
The completed traffic stripes and markings shall have clean and well-defined edges without deformations and shall be free of tears or other disfigurements. Improperly placed, defective, or disfigured traffic stripes and markings shall be immediately removed from the pavement surface by methods approved by the Engineer. All such removal work shall be at the Contractor's expense.

Completed traffic stripes shall be uniform, shall be straight on tangent alignment, and shall be on a true arc on curved alignment. On tangent alignment, when a 100' string line is stretched taught and placed directly on the outer edge of the completed traffic stripe, the distance between the string and the edge of the traffic stripe shall not exceed three-fourths of one inch (3/4") when measured anywhere along any 100' interval of the tangent alignment. On curved alignment, the outer edge of the traffic stripe shall not deviate more than three-fourths of one inch (3/4") from the true arc. The lengths of the gaps and individual stripes that form broken traffic stripes shall not deviate more than 2" from the lengths required to produce a uniformly repeating, broken-stripe pattern.

16.05 PAVEMENT MARKERS
Pavement markers shall be placed in conformance with the provisions in Section 84, “Markings,” of the State Standard Specifications and these Technical Specifications.

Retroreflective pavement markers shall comply with the specific intensity provisions for reflectance after abrading the lens surface in conformance with the “Steel Wool Abrasion Procedure” specified for pavement markers placed in pavement recesses in Section 81-3.02C, “Retroreflective Pavement Markers,” of the State Standard Specifications.

Blue raised reflective fire hydrant markers with two reflective faces shall be included in this item of work. Hydrant markers shall be placed in the street, 6”-12” off the centerline and perpendicular to the fire hydrant.

16.06 MEASUREMENT AND PAYMENT
Thermoplastic traffic stripes (Bid Item by Detail or Description) shall be measured and paid for by the LINEAR FOOT, for the various detail numbers referenced in the project plans, along the line of the traffic stripes, without deductions for gaps in broken traffic stripes. The price shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for all work involved in furnishing and installing traffic stripes, including pavement markers, blue reflective pavement markers identifying fire hydrants, replacement of damaged stripes, and pavement surface preparation, all per the project plans, State Standard Plans/Specifications, and these Technical Specifications, and no additional compensation will be allowed therefore.

Thermoplastic Pavement Markings, including letters, turn arrows, symbols, limit lines, roundabout entrance lines, crosswalks, and green pavement markings shall be measured and paid for by the

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SQUARE FOOT, which price shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in placing pavement markings, replacement of damaged pavement markings, and pavement surface preparation, all per the project plans, State Standard Plans/Specifications, and these Technical Specifications, and no additional compensation will be allowed therefore.

The square foot area of pavement markings will be determined from the most recent State Standard Plans.

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17.00 ROADSIDE SIGNS
The Contractor shall install roadside signs in accordance with the most recent edition of the California Supplement to the Manual of Uniform Traffic Devices (CA-MUTCD), the State Standard Specifications, State Standard Plans, and these Technical Specifications. Sign panels and fastening hardware shall conform to Section 82, “Signs and Markers,” of the State Standard Specifications. Signs shall be fabricated with aluminum sheeting and single sheet aluminum panels. Reflective sheeting and legends must comply with ASTM D9465.

Installation of sign panels shall conform to Section 82-3, “Roadside Signs,” of the State Standard Specifications. Signs shall be installed on metal posts.

Metal posts shall be 2-inch diameter steel post with breakaway sleeve. Metal posts shall be subject to review and approval by the City prior to installation. Wood posts within City right-of-way are not permitted.

Back braces for signs must be commercial quality, mild steel, and hot-dip galvanized after fabrication.

Straps and saddle brackets for mounting sign panels on sign posts must be stainless steel under ASTM A167, Type 302 or 304.

The lag screws, metal washer, and nuts must be commercial quality steel and hot-dip galvanized after fabrication. Fiber washers must be commercial quality.

All sign locations shall be approved by the Engineer prior to installation.

All sign posts and materials within State right of way shall comply with Caltrans standard plans and specifications.

17.01 EXISTING ROADSIDE SIGNS AND POSTS
The Contractor’s attention is directed to the Traffic Control System section of these Technical Specifications for roadway signage that must be temporarily relocated out of the construction zone and yet is necessary for the direction of public traffic. The Miscellaneous Items of Work bid item includes the ultimate removal of the sign and post while the Traffic Control System bid item includes payment for any temporary and/or interim installations during construction.

Existing roadside signs, posts, and foundations/footings at locations shown on the plans to be removed shall be removed and disposed of. Existing roadside signs shall not be removed until replacement signs have been installed or until the existing signs are no longer required for the direction of public traffic, unless otherwise directed by the Engineer.

Existing roadside signs at locations shown on the plans to be removed and salvaged shall be removed and returned to the City. The Contractor shall coordinate with the City, as to where the signs shall be returned to. Existing roadside signs shall not be removed until replacement signs have been installed or until the existing signs are no longer required for the direction of public traffic, unless otherwise directed by the Engineer.

17.02 MEASUREMENT AND PAYMENT
Install New Roadside Sign on New Post (1 post) shall be paid for as EACH and shall include full compensation for furnishing all labor, material, tools, equipment, and incidentals for furnishing and installing new roadside sign(s), on a new post, complete in place, including excavation, disposal of spoils, concrete footing, as shown on the Plans, as specified in the State Standard Specifications, these

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Technical Specifications, and as directed by the Engineer and no additional compensation shall be allowed.

Install New Roadside Sign on New Post (2 post per sign) shall be paid for as EACH and shall include full compensation for furnishing all labor, material, tools, equipment, and incidentals for furnishing and installing new roadside sign(s), on a new post, complete in place, including excavation, disposal of spoils, concrete footing, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications, and as directed by the Engineer and no additional compensation shall be allowed.

Relocate Existing Roadside Sign to New Post shall be paid for as EACH and shall include full compensation for furnishing all labor, material, tools, equipment, and incidentals for doing all work involved in relocating existing roadside signs(s) and installing new post(s) complete in place, including excavation, disposal of spoils, concrete footing, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications, and as directed by the Engineer and no additional compensation shall be allowed.

Relocate Existing Mile Marker Plaque and Existing Post shall be paid for as EACH and shall include full compensation for furnishing all labor, material, tools, equipment, and incidentals for doing all work involved in relocating existing mile marker plaque(s) and existing post(s) complete in place, including excavation, disposal of spoils, concrete footing, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications, and as directed by the Engineer and no additional compensation shall be allowed.

Install New Roadside Sign on Existing Street Light shall be paid for as EACH and shall include full compensation for furnishing all labor, material, tools, equipment, and incidentals for doing all work involved in installing new roadside sign(s) on an existing street light as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications, and as directed by the Engineer and no additional compensation shall be allowed.

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18.00 STORM DRAIN
The work provided for in this Section shall include all labor, materials, and equipment required to construct storm drainage improvements as shown on the plans, as noted in these Technical Specifications, and as directed by the Engineer.

The Contractor shall include trench shoring per Cal OSHA requirements, as necessary, and also to support the sides of the excavation and surrounding street structural section. The Contractor shall make provisions to deal with existing storm water flow and any adjacent utility trench that may exists near the trench. The Contractor shall provide all the necessary support/bracing to protect any existing nearby utilities and other special precautions that may be required from the utility companies and the City. All of this work shall be performed to the satisfaction of the Engineer and the respective utility companies.

Unless otherwise specifically permitted by the Engineer, all pipe must be laid upgrade.

Where ground water or surface drainage occurs, pumping must continue until backfilling has progressed to a sufficient height to prevent flotation of the pipe.

A uniform surface shall be provided in the trench with full bearing under the entire length of the pipe.

18.01 RCP PIPE
RCP pipe shall be furnished, installed, constructed in accordance with Section 19, “Earthwork,” and Section 65-2, “Reinforced Concrete Pipe,” of the State Standard Specifications and these Technical Specifications and Plans.

Concrete used for storm drain structures shall achieve a minimum compressive strength of 3,600 psi by 28-calendar days after placement.

18.02 HDPE PIPE
HDPE pipe shall be furnished, installed, constructed in accordance with Section 19, “Earthwork,” and Section 64-2, “Plastic Pipe,” of the State Standard Specifications and these Technical Specifications and Plans
Materials
The residue from the ignition of the polyethylene and PVC compounds must not exceed 30 percent as determined under ASTM D2584 except the muffle furnace temperature must be 840 ± degrees F.

Pipes and fittings must be homogeneous throughout and uniform in color, opacity, density, and other properties. The inside and outside surfaces must be semimatte or glossy in appearance and free of chalky, sticky, or tacky material. The pipe walls must be free of cracks, holes, blisters, voids, foreign inclusions, or other defects affecting the pipe wall integrity or visible to the naked eye. Do not use pipes or fittings with abrasions or scratches deeper than 10 percent of the wall thickness. The joint surfaces where the gaskets bear must be smooths and free of imperfections, ridges, fractures, or cracks that could adversely affect the joint seal.

Store pipes in unit packages and protect the bell of the pipes from damage. Support unit packages with racks or dunnage to prevent damage and bending. If unit packages are stacked, do not allow the weight of the upper units to cause deformation to the pipes in the lower units. Do not store pipes adjacent to heat sources. Do not allow pipes to overhang vehicles or storage areas unsupported by more than 3 feet.

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Cover pipes to provide temporary sun block protection. Provide adequate air circulation around the covered pipes to reduce excessive heat accumulation. Protect gaskets from exposure to weather, heat, ozone, oil, grease, and sunlight for any time period exceeding 48 hours. Do not store gaskets near electrical or exhaust heat sources.

The City or Caltrans may reject pipes with cracked or split gaskets. Protect pipes and fittings from damage when handling and installing.

All pipes and fittings shall be laid accurately to the lines and grades as shown on the plans and as provided by the Engineer. Joints shall be properly made up with pipes properly inserted into hubs and gaskets shall be fully seated. Special care shall be taken that there is no sagging of the spigot end in the hub and that a true surface is given to the invert throughout the entire length of the reach being laid.

18.03 GRATED LINE DRAIN
Grated line drains shall be furnished, installed, constructed in accordance with Section 70-6, “Grated Line Drains,” of the State Standard Specifications. The Contractor shall furnish and install 12” wide grated line drains with frame and grates at the locations and grades noted on the plans.

Submit the following:

1. Certificate of compliance for the grated line drains from the manufacturer

2. Documentation of the channel discharge capacity
Steel cover plate must comply with ASTM A36 and be galvanized under section 75-1.02B. Except for grates installed within designated pedestrian paths of travel, grate design must accept inflow of runoff through openings consisting of a minimum of 60 percent of the total top surface area of the grate.

Individual openings or slots must have a dimension not greater than 2 inches measured in the direction of the grated line drain flow line.

Grates installed within designated pedestrian paths of travel must be certified as conforming to the provisions of the ADA.

18.04 FIELD DRAINAGE INLET
Type G1 drainage inlet shall be constructed where shown on the Plans and shall conform to the provisions of State Standard Plans D72B and D72C or D73B and D73C, and the detail in the Plans. The frame and grate shall conform to State Standard Plans D72F, D72G, D73F, D73G, D74, D77A, and D77B. Grate shall be type 24-12X.

Drop inlets/catch basins may be either precast or cast in place. All drop inlets/catch basins shall have a “No Dumping” stamp installed.

Drain lead shall be connected to drain inlet with approved waterstop cast into side wall with non-shrink grout. Waterstop shall have a minimum of 2-inches of embedment on all sides. Pipe end shall be flush with the inside surface of the box.

Surface restoration shall be in accordance with these Technical Specifications. Pavement cutting shall be perpendicular and parallel to the centerline of the road. Surface restoration due to drain inlet installation shall be paid for as part of this item when not already covered by another bid item.

18.05 STORM DRAIN MANHOLE
Storm drain manholes shall conform to City of King City Standard Detail 24.

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Manhole bench shall slope upwards from the spring-line of the pipe to the projected level of the crown of the pipe at the manhole wall or 12 inches above the spring-line, whichever is less. All holes, cracks, and seams shall be grouted flush using non-shrink grout with the manhole interior. Non-shrink grout shall be “Metallic Grouting Compound” by Burke, “Embeco” by Master Builders, “Ferrolith-G” by SonnebornDesoto, or approved equal. All internal surfaces shall have a smooth finish.

Any alterations to existing pavement necessary to construct the manhole in place shall be included in this item. Said alterations shall be approved by the Engineer.

External Manhole Seal
External joint of each barrel section and of the barrel/cone connection shall be sealed with an external rubber sealing sleeve as manufactured by Infi-Shield Inc. or equal. The seal shall be made of neoprene and EPDM rubber and have a minimum thickness of 60 mils. Material shall conform to specifications of ASTM C923, ASTM C443, and ASTM F477. Rubber seal shall be attached to manhole using a non hardening butyl rubber mastic applied to the top and bottom of sleeve in accordance with manufacturer’s instructions. Seal shall overlap joint a minimum of 3-inches and shall be continuous around the perimeter of the barrel section and overlapped 6-inches minimum.

18.06 MEASUREMENT AND PAYMENT
Install RCP Pipe and HDPE Pipe – The contract price paid per LINEAR FOOT for installing RCP or HDPE Pipe at the size and length noted on the plans shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals to furnish and install the pipe, complete in place, including structure excavation and structure backfill, asphalt concrete pavement restoration (when outside the limits of paving shown on the plans), shoring, dewatering, bedding, backfill, placing and jointing the pipe, testing pipe lines, television inspection of pipe, grouting, connecting new pipe to existing or new facilities (i.e. drop inlets/manholes) in accordance with Monterey County Standard Details/Specifications, these Technical Specifications, State Standard Specifications, and as directed by the Engineer, and no additional payment will be allowed therefore.

Install Storm Drain Manhole and Field Drainage Inlet (Type G1) – Payment for EACH Storm Drain Manhole, or Field Drainage Inlet of the various types and sizes shown on the plans shall be made per the contract unit price bid. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals to furnish and install each drainage structure, complete in place, including structure excavation and structure backfill, frame and grate (for DI) and/or casting and lid (for manhole), mortar taper, shoring, dewatering, bedding, backfill, pavement restoration, testing, and grouting in accordance the Monterey County Standard Details/Specifications, State Standard Specifications, these Technical Specifications, and as directed by the Engineer, and no additional payment will be allowed therefore.

Remove Existing Drainage Inlet – Payment for EACH shown on the plans shall be made per the contract unit price bid. Payment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals to remove and dispose of the existing inlet, furnish and install the new drainage structure, complete in place, including structure excavation and structure backfill, frame and grate (for DI) and/or casting and lid (for manhole), mortar taper, shoring, dewatering, bedding, backfill, pavement restoration, testing, connecting to existing storm drain pipe and grouting in accordance the Monterey County Standard Details/Specifications, State Standard Specifications, these Technical Specifications, and as directed by the Engineer, and no additional payment will be allowed therefore.

Install Grated Line Drain – The contract price paid per LINEAR FOOT for installing Grated Line Drain per the plans shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals to furnish and install the underdrain, complete in place, including excavation and backfill, rebar, dewatering, and water testing to ensure positive drainage in accordance with these Technical

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Specifications, the manufacturer’s recommendations, and as directed by the Engineer, and no additional payment will be allowed therefore.

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19.00 EXISTING FACILITIES
Utility Boxes/Vaults
Utility boxes, and/or vaults requiring adjustment in the sidewalk or landscape areas shall be adjusted to grade concurrently with the installation of new sidewalk and/or landscaping. Utility box/vault lids shall be protected to avoid concrete splatter or other debris from accumulating on top.

The Contractor shall adjust to finished grade existing irrigation boxes and covers. This work is included in the Irrigation bid item as set forth elsewhere in these Technical Specifications.

Manhole Covers
The Contractor shall adjust all storm drain and sanitary sewer manhole frames and covers in accordance with Section 78-23, “Adjust Utility Frames, Covers, and Manholes,” of the State Standard Specifications, these Technical Specifications, and as directed by the Engineer.

Adjusting manholes to grade within publicly used traffic lanes must be completed, including placing paving material around and to the level of the frame and cover, by the end of the same day on which work is started. If permanent pavement backfill cannot be completed by the end of the workday, the Contractor must place temporary paving material to the finished grade level of the frame and cover. The Contractor must maintain the temporary paving smooth and level with the frame and cover until the permanent paving is placed.

Water Valve Covers
The Contractor shall adjust water valve covers to finished grade that are within the limits of work. All adjustment work shall be done to the standard of the respective water purveyor.

Adjust/Relocate Facilities (By Others)
The Contractor shall coordinate the adjustment/relocation of existing facilities, where shown on the Plans to be adjusted/relocated by others, with each respective utility owner.

19.01 EXECUTION
A. Frames, covers and grates of existing manholes, or other facilities, shall be adjusted to grade in accordance with the provisions of 71-5.03B, “Frames, Covers, Grates, and Manholes,” of the State Standard Specifications, except that raising devices are not allowed and the unit price bid shall include all necessary excavation, backfilling, sealing, and concrete and that the unit price shall be the average depths and limits of adjustment required.

B. The Contractor shall cooperate and coordinate all adjustments with the various utility owners when adjusting their facilities.

C. Work shall also include the provision of lowering structures in advance of cold planning or grinding, in accordance with these Technical Specifications, when paving work requires such.

D. Work shall include protecting all facility covers from adherence of asphalt concrete to the cover during the paving operation. This may be accomplished by means of removal of the cover and placement of a temporary traffic rated lid, placement of heat-resistant barrier material on the cover or other method approved by the Engineer. If asphalt concrete is found to be bonded to the cover after paving is complete, the Contractor is responsible for removing all asphalt from the cover to the satisfaction of the Engineer or replace the cover at the Contractor’s sole cost and expense.

E. Contractor shall raise to finished grade all facilities located within asphalt concrete overlay limits following the placement of the top layer of asphalt concrete. No structure shall be adjusted to finished grade until the paving operation adjacent to the facility has been completed.

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F. Contractor shall be solely responsible for locating, referencing, and setting marks for all valve, survey monuments and manhole frames and covers. Contractor shall submit a neat and accurate plan to the Engineer, at least two (2) working days in advance of any asphalt concrete paving, showing all reference marks and offset distances set for each facility.

G. The final adjustment to finished grade of all manhole frames and covers may be accomplished with reinforced concrete grade rings or formed concrete in the throat area. Existing structure precast elements, adjustment rings, frames, and covers removed in adjustments may be reinstalled only when such undamaged items are permitted by the Engineer. Pre-cast reinforced concrete grade rings shall not be used in upward adjustments of standard manholes which would create a completed manhole throat section exceeding twenty-three (23) inches. Cast iron extension or adjustment rings will not be allowed in the adjusted structure.

H. Water valve covers, detector loop hand holes used for traffic loops (if not shown for removal on the plans), and cathodic protection test stations shall be raised by removing the existing concrete collar, raising the frame and cover to finished grade, and constructing a new concrete collar.

I. When exposing the facility to be raised to grade, Contractor shall cut the new asphalt pavement by such method necessary to result in a clean-cut line and prevent raising the lip of the asphalt to remain. For all adjustments, the top surface of the adjusted facility shall be within 1/8 inch of the adjacent finished grade.

J. Work shall include placement of temporary asphalt around the facilities if the permanent concrete collar or asphalt concrete patching cannot be placed the same day the facility is raised to grade.

K. Extreme care shall be taken to prevent asphalt concrete from entering the drainage or sanitary sewer system.

L. The Engineer may require the Contractor to immediately remove manhole covers for inspection to determine if any asphalt has fallen into the manhole. The Contractor shall be required to immediately remove all asphalt and/or construction debris from the manhole's interior.

19.02 MEASUREMENT AND PAYMENT
Adjust Storm Drain Manhole Frame and Cover to Grade, Adjust Sanitary Sewer Manhole Frame and Cover to Grade, Adjust Water Valve Cover to Grade, and Adjust Sanitary Sewer Vault to Grade shall be measured and paid for per EACH for adjusting manhole frame and cover/utility box and lid to grade shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for performing all the work involved in adjusting the utility covers to the final grade, complete in place, including locating, referencing, and setting marks, as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer, and no additional payment will be allowed therefore. The unit price for adjusting manhole frames and covers shall be identical regardless of who owns the utility. Likewise, the unit price for adjusting water valve covers shall be identical regardless of who owns the utility.

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20.00 BIORETENTION ZONES

20.01 SOIL MIX
Soils for biotreatment or bioretention areas shall meet two objectives:

Be sufficiently permeable to infiltrate runoff at a minimum rate of 0.15" per hour during the life of the facility, and have sufficient moisture retention to support healthy vegetation.

Achieving both objectives with an engineered soil mix requires careful specification of soil gradations and a substantial component of organic material (typically compost). Local soil products suppliers have expressed interest in developing ‘brand-name’ mixes that meet these specifications. At their sole discretion, municipal construction inspectors may choose to accept test results and certification for a ‘brand-name’ mix from a soil supplier.

Tests must be conducted within 120 days prior to the delivery date of the bioretention soil to the project site. Batch-specific test results and certification shall be required for projects installing more than 100 cubic yards of bioretention soil.

Soils shall consist of the following mixture of fine sand and compost, measured on a volume basis:
60%-70% Sand and 30%-40% Compost
SAND
Sand shall be free of wood, waste, coating such as clay, stone dust, carbonate, etc., or any other deleterious material. All aggregate passing the No. 200 sieve size shall be nonplastic.

Sand for Bioretention Soils shall be analyzed by an accredited lab using #200, #100, #40 or #50, #30, #16. #8, #4, and 3/8 inch sieves (ASTM D 422, CTM 202 or as approved by municipality), and meet the following gradation:

Sieve Size Percent Passing (by weight)
Min Max
3/8 inch 100 100
No. 4 90 100
No. 8 70 100
No. 16 40 95
No. 30 15 70
No. 40 or No.50 5 55
No. 100 0 15
No. 200 0 5

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Note: all sands complying with ASTM C33 for fine aggregate comply with the above gradation requirements.

COMPOST
Compost shall be a well decomposed, stable, weed free organic matter source derived from waste materials including yard debris, wood wastes or other organic materials not including manure or biosolids meeting the standards developed by the US Composting Council (USCC). The product shall be certified through the USCC Seal of Testing Assurance (STA) Program (a compost testing and information disclosure program).

Compost Quality Analysis by Laboratory – Before delivery of the soil, the supplier shall submit a copy of lab analysis performed by a laboratory that is enrolled in the US Composting Council’s Compost Analysis Proficiency (CAP) program and using approved Test Methods for the Examination of Composting and Compost (TMECC). The lab report shall verify:

A. Organic Matter Content: 35% - 75% by dry wt.

B. Carbon and Nitrogen Ratio: C:N < 25:1 and C:N >15:1
C. Maturity/Stability: Any one of the following is required to indicate stability:
i) Oxygen Test < 1.3 O2 /unit TS /hr
ii) Specific oxy. Test < 1.5 O2 / unit BVS /hr
iii) Respiration test < 8 mg CO2-C /g OM / day
iv) Dewar test < 20 Temp. rise (°C) e.
v) Solvita® > 5 Index value
D. Toxicity: Any one of the following measures is sufficient to indicate non-toxicity:
i) NH4+ : NO3--N < 3
ii) Ammonium < 500 ppm, dry basis
iii) Seed Germination > 80 % of control
iv) Plant Trials > 80% of control
v) Solvita® = 5 Index value
E. Nutrient Content: Provide analysis detailing nutrient content including N-P-K, Ca, Na, Mg, S, and B.
i) Total Nitrogen content 0.9% or above preferred.

F. Boron: Total shall be <80 ppm;
G. Salinity: Must be reported; < 6.0 mmhos/cm
H. pH: Shall be between 6.2 and 8.2 May vary with plant species.

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Compost Quality Analysis by Compost Supplier – Before delivery of the compost to the soil supplier the Compost Supplier shall verify the following:

A. Feedstock Materials: Shall be specified and include one or more of the following:
landscaping/yard trimmings, grass clippings, food scraps, and agricultural crop residues.

B. Maturity/Stability: shall have a dark brown color and a soil-like odor. Compost exhibiting a sour or putrid smell or containing recognizable grass or leaves, or is hot (120F) upon delivery or rewetting is not acceptable.

C. Weed Seed/Pathogen Destruction: Provide proof of process to further reduce pathogens (PFRP).

For example, turned windrows must reach min. 55C for 15 days with at least 5 turnings during that period.

Compost for Bioretention Soil Texture – Compost for bioretention soils shall be analyzed by an accredited lab using #200, 1/4 inch, 1/2 inch, and 1 inch sieves (ASTM D 422 or asapproved by municipality), and meet the following gradation:

Sieve Size Percent Passing (by weight)
Min
Percent Passing (by weight)
Max
1 inch 99 100
1/2 inch 90 100
1/4 inch 40 90
No. 200 1 10
A. Bulk density: shall be between 500 and 1100 dry lbs/cubic yard.

B. Moisture content: shall be between 30% - 55% of dry solids.

C. Inerts: compost shall be relatively free of inert ingredients, including glass, plastic and paper, < 1 % by weight or volume.

D. Select Pathogens: Salmonella <3 MPN/4grams of TS, or Coliform Bacteria <10000 MPN/gram.

E. Trace Contaminants Metals (Lead, Mercury, Etc.): Product must meet US EPA, 40 CFR 503 regulations.

Compost Testing: The compost supplier will test all compost products within 120 calendar days prior to application. Samples will be taken using the STA sample collection protocol. (The sample collection protocol can be obtained from the U.S. Composting Council, 4250 Veterans Memorial Highway, Suite 275, Holbrook, NY 11741 Phone:
631-737-4931, www.compostingcouncil.org). The sample shall be sent to an independent STA Program approved lab. The compost supplier will pay for the test.

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SUBMITTALS
The applicant shall submit the following to the City for approval:

A. A minimum one-gallon size sample of mixed bioretention soil.

B. Certification from the soil supplier or an accredited laboratory that the Bioretention Soil meets the requirements of this guideline specification.

C. Grain size analysis results of the fine sand component performed in accordance with ASTM D 422, Standard Test Method for Particle Size Analysis of Soils or Caltrans Test Method (CTM) C202.

D. Quality analysis results for compost performed in accordance with Seal of Testing Assurance (STA) standards, as specified in 4.

E. Organic content test results of mixed Bioretention Soil. Organic content test shall be performed in accordance with by Testing Methods for the Examination of Compost and Composting (TMECC)

05.07A, “Loss-On-Ignition Organic Matter Method”.

F. Grain size analysis results of compost component performed in accordance with ASTM D 422, Standard Test Method for Particle Size Analysis of Soils.

G. A description of the equipment and methods used to mix the sand and compost toproduce Bioretention Soil.

H. Provide the name of the testing laboratory(s) and the following information:
i) Contact person(s)
ii) Address(s)
iii) Phone contact(s)
iv) E-mail address(s)
v) Qualifications of laboratory(s), and personnel including date of current certification by USCC, ASTM, Caltrans, or approved equal

20.02 VERIFICATION OF ALTERNATIVE BIORETENTION SOIL MIXES Bioretention soils not meeting the above criteria shall be evaluated on a case by case basis. Alternative bioretention soil shall meet the following specification: “Soils for bioretention facilities shall be sufficiently permeable to infiltrate runoff at a minimum rate of 0.15” per hour during the life of the facility, and provide sufficient retention of moisture and nutrients to support healthy vegetation.” The following steps shall be followed to verify that alternative soil mixes meet the specification:

Bioretention soil shall achieve a long-term, in-place infiltration rate of at least 5 inches per hour.

Bioretention soil shall also support vigorous plant growth. The applicant refers to the entity proposing the soil mixture for approval.

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Bioretention Soils shall be analyzed by an accredited lab using #200, and 1/2” inch sieves (ASTM D 422 or as approved by municipality), and meet the following gradation:

Sieve Size Percent Passing (by weight)
Min
Percent Passing (by wight)
Max
1/2 inch 97 100
No. 200 2 5
Bioretention Soils shall be analyzed by an accredited geotechnical lab for the following tests:

A. Moisture – density relationships (compaction tests) shall be conducted on bioretention soil.

Bioretention soil for the permeability test shall be compacted to 85 to 90 percent of the maximum dry density (ASTM D1557).

B. Constant head permeability testing in accordance with ASTM D2434 shall be conducted on a minimum of two samples with a 6-inch mold and vacuum saturation.

SUBMITTALS
The applicant must submit to the municipality for approval:

A. A minimum one-gallon size sample of mixed bioretention soil.

B. Certification from the soil supplier or an accredited laboratory that the Bioretention C. Soil meets the requirements of this guideline specification.

D. Certification from an accredited geotechnical testing laboratory that the Bioretention Soil has an infiltration rate between 5 and 12 inches per hour as tested according to Section 1.b.(2)(ii).

E. Organic content test results of mixed Bioretention Soil. Organic content test shall be performed in accordance with by Testing Methods for the Examination of Compost and Composting (TMECC)

05.07A, “Loss-On-Ignition Organic Matter Method”.

F. Grain size analysis results of mixed bioretention soil performed in accordance with ASTM D 422, Standard Test Method for Particle Size Analysis of Soils.

G. A description of the equipment and methods used to mix the sand and compost to produce Bioretention Soil.

H. The name of the testing laboratory(s) and the following information:
i) Contact person(s)
ii) Address(s)
iii) Phone contact(s)
iv) E-mail address(s)

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v) Qualifications of laboratory(s), and personnel including date of current certification by STA, ASTM, or approved equal.

20.03 ROCK MULCH
Rock mulch within the Bioretention Zones is to be measured and paid for as part of the Landscape and Irrigation Bid Item. See the Landscape and Irrigation section of the Technical Specifications.

20.04 PERMEABLE ROCK
Permeable Rock shall be Class 2 and shall be furnished and installed in accordance with Section 26, “Aggregate Bases,” of the State Standard Specifications, and these Technical Specifications.

20.05 PERFORATED PIPE
Perforated plastic pipe shall be smooth-wall PVC plastic pipe, corrugated PVC plastic pipe with a smooth interior surface, or corrugated polyethylene plastic tubing.

Smooth-wall PVC plastic pipe must comply with AASHTO M 278.

Corrugated PVC plastic pipe with a smooth interior surface must comply with material and structural requirements in AASHTO M 278. Pipe must have perforations located in the bottom half of the pipe; the perforations must be slots complying with the size and opening area requirements in AASHTO M 252.

Inside diameter and diameter tolerances must comply with AASHTO M 252 or M 278.

Corrugated polyethylene plastic tubing must comply with AASHTO M 252 or M 294. PVC plastic pipe must be connected with belled ends, or with sleeve-type or stop-type couplings under AASHTO M 278.

Polyethylene tubing must be connected with snap-on, screw-on, or wrap-around fittings and couplings under AASHTO M 252 or AASHTO M 294.

20.06 MEASUREMENT AND PAYMENT
Full compensation for conforming to the requirements of this section shall be measured and paid for on a LUMP SUM basis. The lump sum price paid shall include full compensation for furnishing all labor, materials, tools, equipment, administrative cost, permit fees, and incidentals for doing all work involved as specified in these Technical Specifications, the State Standard Plans and Specifications and as directed by the Engineer and no additional compensation will be allowed, therefore.

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21.00 LANDSCAPE AND IRRIGATION
Work under this section shall be in accordance with Section 20, “Landscape and Irrigation” of the State Standard Specifications, and these Technical Specifications.

Unless otherwise indicated, all system installation, testing, and construction workmanship shall conform to or exceed all regulations and codes indicated in the Standard Specifications and the latest revisions of the regulations, codes and standards indicated herein, including the City’s requirements, specifications, notes, and details, as specified on the Plans. In case of conflict, the most stringent City requirements shall govern.

21.01 GENERAL
ADD the following to Section 20-1, “General” of the State Standard Specifications:

Progress Inspections and meetings. Progress inspections will be performed by the Engineer for planting and irrigation system work at the designated stages during the life of the contract.

Progress inspections will not relieve the Contractor of responsibility for installation in conformance with provisions on the Plans and in the Specifications. Work within an area shall not progress beyond each stage until the inspection has been completed, corrective work has been performed, and the work is approved, unless otherwise permitted by the Engineer.

The requirements for progress inspections will not preclude additional inspections of work by the Engineer at other times during the life of the contract.

The Contractor shall notify the Engineer, in writing, at least 4 days prior to completion of the work for each stage of an area and shall allow a minimum of 3 working days for the inspection.

Progress Inspections will be performed at the following stages of work:

A. Preconstruction.

B. Prior to site demolition in order to set up and identify sources for temporary potable irrigation high lines.

C. During pressure testing of the pipelines on the supply side of control valves.

D. During testing of low voltage conductors.

E. Before planting begins and after completion of the earthwork work.

F. Before plant establishment work begins and after completion of work.

G. At intervals of one month during the plant establishment period.

21.02 EARTHWORK AND TOPSOIL PLACEMENT
ADD the following to the end of Section 20-2.01 of the State Standard Specifications:

Upon completion of soil cultivating procedures, the Contractor shall take a minimum of three (3) planted area soil samples, at locations approved by the Engineer for testing by an Agency approved soil laboratory to determine the optimum additional soil amendments to be added.

ADD the following to the end of Section 20-2.02 of the State Standard Specifications:

All fertilizing shall be performed in accordance with the American National Standard Industry - A300 standards.

The Contractor shall cultivate the surface of all areas to be planted by tilling, ripping or scarifying the finish grade. After cultivation the Contractor shall clear the planting areas of stones to the depth of cultivation and shall rake the planting areas to a smooth friable and plantable surface.

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The Contractor shall cultivate all planting areas, except slopes steeper than 3-1/2:1 (horizontal to vertical), to a depth of 12”. The planting areas that are on slopes steeper than 3-1/2:1 shall be cultivated to a depth of 6-inches.

Upon completion of soil cultivating, three (3) soil samples (first set of soil samples) shall be taken by the Contractor as prescribed by State and Local ordinances and analyzed by an agency approved independent soil laboratory. The soil test reports shall analyze soil texture, percent of organic material, pH, total soluble salts, and electrical conductivity of soluble salts, sodium, nitrate, phosphorus, boron, potassium levels, and infiltration rate/permeability characteristics and provide planting soil amendment recommendations. Contractor to submit soil sample results to the Engineer for approval.

After cultivation, the additional recommended and approved soil amendments shall be thoroughly blended in all planting areas per the soil report recommendations. The soil shall then be leached 8” to 12” and an additional three (3) soil samples (second set of samples) shall be obtained to confirm that the additional soil amendments have resulted in the desired soil chemistry and to verify the recommended amendments improved the soil to an acceptable condition. If the desired soil chemistry and conditions are not achieved, the costs of all additional testing, soil cultivation, amendments, and leaching, and all related activities shall be borne solely by the Contractor.

No separate measurement will be made for complying with the requirements of this section.

Full compensation for complying with the requirements of this section shall be considered as included in the contract prices paid for the various items of work involved, and no additional compensation will be allowed therefor.

21.03 ROOT BARRIER
ADD the following to the end of Section 20-3.01B(7) of the State Standard Specifications:

Root barriers shall be per the root control barrier detail on the Plans, or approved equal, and shall conform to all product specifications.

Root barriers are required for all trees planted within ten (10) feet of all hardscape improvements such as, but not limited to, walks, walls, curbs, roads, brow ditches, drainage structures, etc.

Root barriers shall be installed at the locations and grades shown on the Plans prior to planting.

Root barriers are not required at existing trees unless proposed hardscape is directly adjacent to the root mass.

Root barrier shall be installed per manufacturer's recommendations. Root barrier shall extend a minimum of ten (10) feet from the center of any tree trunk located ten (10) feet or less from paved areas, measured parallel to the walk or paved area.

21.04 PLANTING
The scope of work under this section includes the following:

Furnish all labor, materials, and equipment to provide, install, and maintain soil preparation, headers, finish grading, planting, and establishment period as described herein and on the Plans.

ADD the following after the second paragraph of Section 20-4.05, “Planting” of the State Standard Specifications:

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Plants shall have a habit of growth that is normal for the species and is specified in the plant legend and shall be symmetrical, sound, healthy, vigorous, and free of insect pests, plant disease, and injury. Provide single-trunked trees unless specified otherwise in the legend.

Root bound plant material is not acceptable although root shall fill the container. Container sized stock shall be grown in their containers for a minimum of six months and a maximum of two years.

All plant material shall be subject to inspection and possible rejection prior to installation. Plant materials shall be protected from the sun and wind and other conditions that can cause damage or injury.

All plants shall equal or exceed the measurements specified in the plant list, which are minimum acceptable sizes.

Provide ground cover plants, established and well rooted, containers with not less than the minimum number and length of runners as required by ANZI Z60 for the container size specified.

Substitutions for indicated plant materials will not be permitted without the prior written approval of the Landscape Architect.

The Contractor shall perform actual planting during those periods when weather and soil conditions are suitable and in accordance with locally accepted horticultural practice and as approved by the Engineer. No planting shall be done in any area until it has been satisfactorily prepared in accordance with these specifications. Soil moisture level prior to planting shall be no less than 75 percent of field capacity. The Contractor shall obtain the Engineer’s approval of planting pits before planting operations begin. For pit planted vegetation when the soil moisture level is found to be insufficient for planting, the Contractor shall fill the planting pits with water and allow them to drain before starting planting operations. No more plants shall be distributed in the planting area on any day than can be planted and watered on that day. The Contractor shall plant and water all plants as herein specified immediately after removal from their containers.

Containers shall not be cut prior to placing the plants in the planting area. It shall be the responsibility of the Contractor to provide continuous horticultural services and temporary and/or permanent irrigation to all planted areas so that the planted vegetation is 100 percent healthy and thriving prior to, and throughout the landscape maintenance period.

All plant material shall meet the minimum standards set by the American Association of Nurserymen and these specifications.

REPLACE Section 20-4.051 of the State Standard Specifications, “Protection and Storage,” with the following:

The Contractor shall submit a sheltered and secure location for on-site plant storage area for the City’s Representative approval prior to the delivery of any plant materials. Any plant determined to be wilted, broken, or otherwise damaged shall be rejected at any time during the project, whether in the ground or not. All plants shall be handled by their containers. Any plant that has been handled by its trunk or stem shall be rejected. All rejected plants shall be removed from the site immediately.

ADD the following to Section 20-4.054, “Tree and Shrub Planting” of the State Standard Specifications:

The Contractor shall amend the backfill for planting holes to a thoroughly blended mixture of clean loamy soil and the soil backfill amendments listed in Table 20-4(A). Upon completion of blending, the Contractor shall obtain representative samples of amended backfill as prescribed by State

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and Local ordinances and analyzed by an agency-approved independent soil laboratory to determine if the soil chemistry and conditions are suitable for planting trees and shrubs.

Said laboratory shall report test results and provide final recommendations for additional amendments for tree and shrub planting backfill. Said report shall be submitted to the City’s Representative for review and approval. The costs of backfill sampling, testing, reporting, and amendment recommendations shall be included in the contract prices paid for the various items of work and no additional compensation will be allowed therefor.

TABLE 20-4(A)

BACKFILL AND AMENDMENTS FOR TREE AND SHRUB PLANTING
Soil Amendment Metric Application Rate Approx. U.S. Application Rate
Agricultural Gypsum 18 kg per cubic meter 30 lbs. per cubic yard Iron Sulfate 600 g per cubic meter 1 lb. per cubic yard Calcium Carbonate Lime 6 kg per cubic meter 10 lbs. per cubic yard Organic Soil Amendment 0.67 cubic meters per cubic meter 2/3 cubic yards per cubic yard
Planting Tablets 1 1 per 100 mm dia. pot container 1 per 4” dia. pot container Planting Tablets 1 2 per 19 liter container 2 per 5 gal. container Planting Tablets 1 1 per each 50 mm width of each
box-size container
1 per each 2” width of each
box-size container
1 Planting tablet requirements are not cumulative and apply to the size container indicated All trees shall have deep tree pit drains per the tree planting details shown on the Plans.

Tree stakes shall not come in contact with the tree and shall be installed parallel with the predominant wind direction.

ADD the following to Section 20-4.07 “Ground Cover and Vine Planting” of the State Standard Specifications:

At the time of planting each ground cover plant, the earth shall be firmed sufficiently to force out air pockets. Water ground cover beds immediately after planting. Retain a slight depression around each plant and finish with a neat uniform grade...

A fertilizer planting tablet (5-gram size) shall be placed with each plant at the rate of one (1) tablet per flat plant.

ADD the following paragraph to the end of Section 20-2.023, “Mulch” of the State Standard Specifications:

Contractor to provide a sample for approval by the City’s Representative for each different type of bark mulch prior to installation.

ADD the following paragraphs after Section 20-2.023, “Mulch,” of the State Standard Specifications:

21.05 ROCK MULCH AND ROCK COBBLE
Rock mulch and rock cobble, shall be per plan and locally sourced. Rock mulch shall be installed in all landscape areas per plan. Rock mulch shall be installed at the depth shown on the plans.

Contractor shall submit a 4 lb. sample of the rock mulch for approval by the City’s Representative prior to delivery of the material to the site.

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All rock mulch or cobble shall be installed with a weed barrier fabric below. Weed barrier fabric shall be placed loosely with longitudinal and transverse joints overlapping 8-inches. After placement, all fabric shall lay flat, smooth, and be in contact with the soil surface without wrinkles.

The fabric shall be stapled/staked in place to keep the fabric in place during the rock mulch and rock cobble placement. The weed barrier fabric shall be manufactured from thermally spun bonded polypropylene fabric and shall be per plan or approved equal.

REPLACE Section 20-5.02B(3) ”Metal Edging,” of the State Standard Specifications with the following

21.06 METAL EDGING
“Metal Edging” or “Metal Edger”, shall be per plan
ADD the following to the end of Section 20-5, “Landscape Elements” of the State Standard Specifications:

21.07 ROCK BOULDER
Surface Select Rock Boulders shall be per plan, or approved equal. Contractor shall submit six (6) photos representative of the Rock Boulders for approval by the City’s Representative prior to delivery of material to the site. Boulders shall be sound and durable, free from clay or shale seams, cracks or other structural defects. Boulders shall have a least dimension not less than one-third of its greatest dimension and shall be free of calcareous coating, caliche, organic matter, or other foreign substances.

21.08 IRRIGATION SYSTEM INSTALLTION
The work consists of furnishing all labor, materials, machinery, and processes required to complete the sprinkler irrigation system as shown on the Plans and described in Section 20 of the Standard Specifications and these Special Provisions.

ADD the following to the end of Section 20-5.01, “Irrigation Pipeline Installation,” of the State Standard Specifications:

The Contractor shall repair any leaks and replace all defective pipe or fittings until lines meet test requirements. The Contractor shall not cover any lines until they have been inspected and approved by the City’s Representative for tightness, quality of workmanship, and materials. The Contractor shall not backfill trenches until all required tests and observations are performed.

Observations include sprinkler heads, all fittings, lateral and mainline pipe, valves, and direct burial wire.

Continuous metallic backed warning marking tape marked with “irrigation” shall be placed above all reclaimed, potable, and electrical piping conduit and wiring in addition to irrigation sleeves.

Continuous ten (10) gauge tracer wire shall be installed with all mainline.

Irrigation mainlines shall be installed within 12-inches to 18-inches of all planter edges and toe of slopes. Mainlines are not permitted at tops of slopes.

The Contractor shall store all pipe and fittings under cover until used, and all pipe and fittings shall be transported in a vehicle with a bed long enough to allow the length of pipe to lay flat so as not to be subjected to undue bending or concentrated external load at any point. Pipe ends and fittings shall be wiped with MEK, or equal, before welding solvent is applied. Welded joints shall

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be given a minimum of 15 minutes to set before moving or handling. All field cuts shall be beveled to remove burrs and excess before fitting and gluing together. The Contractor shall center load pipe with small amount of backfill to prevent arching and slipping under pressure. Joints shall be exposed for inspection during testing. Plastic-to-plastic joints shall be solvent-welded, using only solvent recommended by pipe manufacturer.

The Contractor shall cut brass piping by power hacksaw, circular cutting machine using an abrasive wheel, or hand hacksaw. No piping shall be cut with metallic wheel cutter of any description. The Contractor shall ream and remove rough edges or burrs on all pipes so that smooth and unobstructed flow is obtained, place Teflon tape, Teflon dope, or approved equal on male threads only, and tighten to prevent any leakage. The Contractor shall tighten screwed joints with tongs or wrenches. Caulking is not permitted.

ADD the following to the end of Section 20-5.02, “Installation of Valves, Valve Boxes, and Special Equipment,” of the State Standard Specifications:

Master valves shall be installed at each meter.

The Contractor shall install each control valve in a separate valve box with a minimum of 12-inch separation between valves and 6-inches from any fixed object or structure. For all valve boxes, install rodent deterrent galvanized steel ¼” mesh and black landscape fabric.

The Contractor shall install no more than one valve per box.

All valve box lids shall be marked with 2-inch letters/numbers by “branding” method identifying the type of valve and the controller station number.

The Contractor shall install backflow preventer assembly in accordance with manufacturer's specifications and as directed on drawings. Exact location and positioning shall be verified on the site by the City’s Representative.

Backflow preventer assemblies shall be housed in a heavy duty, stainless steel, and lockable enclosure. Backflow devices shall be equipped with “high range” pressure regulators and wye strainers by Febco or Watts.

ADD the following to Section 20-5.033, “Sprinkler Head Adjustment,” of the State Standard Specifications:

PVC swing joints shall be used. All swing joint fittings shall be PVC Schedule 40, and all nipples shall be PVC Schedule 80. All joints shall be Teflon taped. Marlex fittings are not approved.

INSERT the following to Section 20-5.04, “Automatic Control System Installation,” of the State Standard Specifications before the last paragraph:

Verify power sources as shown on the drawings.

A. Connections to the controller shall be made within the automatic controller enclosure. The Contractor shall be responsible for making 110 volt electrical connections to the automatic controller, and for connecting remote control valves to the controller. All electrical work shall be in accordance with local codes and/or ordinances.

B. Control wires shall be installed with three (3) feet of excess wire (coiled) at the end of each

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wire run, and at 100 foot intervals for runs over 100 feet. All wires shall follow the pressure main.

C. Controller shall have a master switch. It shall be possible to operate each valve manually independent of the clock or any other valve. Control system shall be programmed to operate one system at a time. System enclosure shall be equipped with a rain shut off device.

D. Run one extra pilot (hot) wire and one common wire to the end of each circuit.

E. No splices are allowed on runs of less than 500’. On runs of greater than 500’ splices are to be made with an approved splice unit and are to be installed in a valve box.

F. Install control wires within PVC SCH 40 electrical conduit from the controller to all remote control valves. Control wire conduit shall be routed with the irrigation mainline piping in common trenches unless approved by the Engineer. When not routed with mainline install control wire conduits at least 17” below grade.

G. Prior to trench backfill, test all wiring for continuity. Test for leak to ground with a mega ohm meter after each circuit has been made and connected. No circuit checking lower than 1 mega ohm will be acceptable.

H. All sensing devices shall be located and/or arranged approximately as indicated on the Plans and shall be subject to field approval by the Engineer. In general, the locations shall be:

1. Flow sensing – located downstream of the master control valve on common mainline section.

2. Rain sensing – located to provide a clear view of the sky and where it will not be affected by spray from an irrigation system.

3. Moisture sensing – located in representative hydrozone within rooted soil profile.

4. Installed per manufacturer’s instructions.

The Contractor shall install all portions of the electrical installation with materials and methods conforming to the requirements of the latest edition of the National Electrical Code. The Contractor shall provide no less than one control wire and one common ground wire to service each valve in system.

All new controllers, flow sensors and receiver/ transmitter shall be per plan (or approved equal) with a 5-year warranty, and a 5 year silver plan cellular service.

Control wiring shall be installed in conduit.

The Contractor shall install two (2) extra control wires per run of wires.

The location of controllers shall be approved by the Engineer prior to installation. Controllers shall be installed outside of irrigated areas.

All control wiring shall be color coded and labeled at the controller, junction boxes, and RCV boxes, to correspond with the appropriate station at the controller. All wire shall be mega ohm tested. Nothing less than 1 mega ohm will be accepted.

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The Contractor shall submit the following a minimum of 10 working days prior to the premaintenance period walk through:

A. Letter of Certification stating that the controller assembly has been installed pursuant to its specifications.

B. Controller two (2) timing maps with sequence of valves during operation and flow charts for all meters based on approved watering windows.

The maps shall be color coded showing all valves and mainline. The maps shall match the operation schedule and Plans. Individual maps shall be provided for each controller. The map shall consist of a Plan sheet, reduced as necessary, legible in all details, and hermetically sealed in plastic, that will fit in the space provided in the controller cabinet.

21.09 LANDSCAPE AND IRRIGATION MAINTENANCE

MAINTENANCE AND PLANT ESTABLISHMENT
ADD the following to the beginning of Section 20-6, “Plant Establishment Work” of the State Standard Specifications:

Prior to commencement of the Plant Establishment and Maintenance period, the Contractor shall contact the City’s Representative to schedule a review of said work ("walk-thru") to determine that all aspects of Work are complete. Work must be fully completed according to all drawings and specifications, and must be accepted by the City in writing prior to commencement of the maintenance period.

ADD the following to the end of Section 20-6, “Plant Establishment Work” of the State Standard Specifications:

Prior to the end of the maintenance period, contact the City’s Representative to schedule a final review (“walk-thru”). The City’s Representative must accept all maintained areas in writing to ratify the end of the maintenance period.

If, during the maintenance period, on site observations by the City’s Representative determine that proper maintenance procedures are not being followed, the Contractor will be notified in writing. Corrections shall be made within two working days of notification, or the City’s Representative may recommend that the maintenance period be extended beyond 90 days, such extension being equal to the amount of time required to correct the maintenance practices.

The final inspection shall be performed in conformance with the provisions in Section 5-

1.46, “Final Inspection and Contract Acceptance.” Final inspections must also conform to City requirements, as specified on the Plans. Final inspections will be performed for points of connection as they are completed.

21.10 RECORD DRAWINGS
ADD the following subsection to Section 20-7 of the State Standard Specifications:
20-7.1 Record Drawings
In addition to the requirements of Subsection 5-1.02.3, herein, the Contractor shall prepare record drawings that show all changes in the work constituting departures from the original contract

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drawings, including those involving both constant-pressure and intermittent-pressure lines and appurtenances. The Contractor shall accurately record, on a daily basis, on one set of blue line prints of the irrigation drawings, all changes in work constituting departures from the original contract drawings, including changes in both pressure and non-pressure line. The Contractor shall post information on record drawings no later than the next working day after the work is installed. The Contractor shall record changes and dimensions in a legible and professional manner. Items required to be shown shall be dimensioned by the Contractor from two permanent points of reference (buildings, monuments, sidewalks, curbs, pavement, etc.).

The accuracy of location of all items to be shown on the drawings shall be 6” in both the vertical and horizontal planes. All text and numerals placed on drawings shall be 1/8” in size. Facilities and items to be located in their horizontal and vertical positions and shown on the record drawings include all:

A. Point(s) of connection, for water and electrical services B. Routing of irrigation pressure mainlines
C. Backflow preventers
D. Ball, gate and check valves
E. Irrigation control valves.

F. Quick coupler valves
G. Routing of service wires
H. Routing of control wires
I. Electrical service equipment
J. Electrical junction boxes
K. Irrigation controllers
L. Sleeves
M. Other equipment of a similar nature (as directed by the Engineer).

The Contractor shall keep the blue print drawings available for the City’s Representative inspection at any time. The Contractor shall make all changes to reproducible drawings in waterproof black ink (no ball point pen). Dimension locations of valves, mainlines, control wires, water sources, and other equipment from two visible stationary points. Changes in dimensions shall be recorded in a legible and professional manner. Record construction drawings shall be maintained at the job site during construction. Record drawings shall be submitted in the following formats: (a) Original inked on D-size Plans; and, (b) D-size Plans in PDF.

OPERATION AND MAINTENANCE MANUALS
ADD the following subsection to Section 20-7 of the State Standard Specifications:
20-7.3 Operation and Maintenance Manuals
The Contractor shall prepare and deliver to the City’s Representative, within 10 calendar days prior to completion of construction, all required and necessary descriptive material in complete detail and sufficient quantity, properly prepared in four individual bound copies. The descriptive material shall describe the material installed in sufficient detail to permit qualified operating personnel to understand, operate, and maintain all equipment. The Contractor shall include spare parts list and related manufacturer information for each equipment item installed. Each manual shall include the following:

A. Index sheet stating Contractor's address and telephone number.

B. Duration of Guarantee period.

C. List of equipment, with names and addresses of manufacturer's local representative.

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D. Complete operating and maintenance instructions on all major equipment.

E. In addition to the maintenance manuals, the Contractor shall provide the agency maintenance personnel with instructions for major equipment, and show written evidence to the Engineer at the conclusion of the work that this service has been rendered.

CHECKLIST
ADD the following subsection to Section 20-7 of the State Standard Specifications:
20-7.4 Checklist
The Contractor shall complete and forward signed and dated checklist to the Landscape Architect before final acceptance of project. The following checklist at the end of the project, using the format shown:

A. Plumbing permits (if none required, so note)
B. Materials approval
C. Pressure mainline test (by whom, and date)
D. Record drawings completed (received by, and date)
E. Controller map completed (received by, and date)
F. Materials furnished (received by, and date)
G. Operation and maintenance manuals furnished (received by, and date) H. System and equipment operation instructions (received by, and date) J. Manufacturer warranties (received by, and date)
K. Written guarantee by Contractor (received by, and date)

21.11 MEASUREMENT AND PAYMENT
REPLACE Section 20-8 of the State Standard Specifications with the following:

Full compensation for conforming to the requirements of this section shall be measured and paid for on a LUMP SUM basis. The lump sum price paid shall include full compensation for furnishing all labor, materials, tools, equipment, administrative cost, permit fees, and incidentals for doing all work involved as specified in these Technical Specifications, the State Standard Plans and Specifications and as directed by the Engineer and no additional compensation will be allowed, therefore.

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22.00 ELECTRICAL SYSTEMS
The work shall conform to the provisions of Sections 86, "Electrical Work," and 87, “Electrical Systems,” of the State Standard Specifications, the information shown on the Plans, and these Technical Specifications.

In general, the work consists of the following items:

1. Removal of existing traffic signal systems; and

2. Installation of new street lighting systems
The Contractor shall be responsible for locating and marking the positions of all street lights, pull boxes, and conduit. All locations shall be approved by the Engineer before any work is performed.

22.01 SCHEDULE OF VALUES
The Contractor shall prepare a schedule of values for each lump sum item of work covered by this Electrical Systems Technical Specification per Section 9-1.16B, “Schedule of Values,” of the State Standard Specifications.

22.02 MAINTAING EXISTING AND TEMPORARY ELECTRICAL SYSTEMS The Contractor shall maintain existing and temporary electrical systems per Section 87-21.03B, “Maintaining Existing Electrical Systems,” of the State Standard Specifications, and these Technical Specifications.

22.03 FOUNDATIONS
The Contractor shall construction foundations for street light poles per the State Standard Plans and Section 87-1.03E(3), “Concrete Pads, Foundations, and Pedestals,” of the State Standard Specifications.

For street light foundations, the Contractor shall install a Type 15 CIDH pile foundation, however, the street light pole itself shall be per City of King City Standard Detail 49.

The Contractor shall verify all existing underground and overhead utilities within the project site prior to drilling holes for foundations.

Unless otherwise directed by the Engineer, the Contractor is not required to place inspection tubes in the foundations per Caltrans Standard Plan ES-7N.

22.04 CONDUIT
Conduit to be installed underground shall be Type 1 or Type 3 as defined in Section 86-1.02B, “Conduit and Accessories,” of the State Standard Specifications unless otherwise specified herein.

The conduit in a foundation and between a foundation and the nearest pull box shall be Type 1. Conduit sizes shown on the plans and specified in the State Standard Specifications and these Technical Specifications are referenced to metallic type conduit.

When a standard coupling cannot be used for joining Type 1 conduit, a UL listed threaded union coupling conforming to the provisions in Section 87-1.03B, “Conduit Installation,” of the State Standard Specifications, or a concrete-tight split coupling, or concrete-tight set screw coupling shall be used.

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If Type 3 conduit is placed in a trench, not in the pavement or under concrete sidewalk after the bedding material is placed and the conduit is installed, backfill the trench to not less than 4 inches above the conduit with minor concrete under Section 90-2, “Minor Concrete,” except the concrete must contain not less than 421 pounds of cementitious material per cubic yard. Backfill the remaining trench to finished grade with backfill material.

After conductors have been installed, the ends of conduits terminating in pull boxes and the service equipment enclosure shall be sealed with an approved type of sealing compound.

At those locations where conduit is required to be installed under pavement and underground facilities designated as high priority subsurface installation under Government Code § 4216 et seq. exist, conduit must be placed per Section 87-1.03B(3)(b)(iii), “Trenching-In-Pavement Method,” of the State Standard Specifications.

The conduit shall have a 45-degree sweep (measured in the vertical plane) with a minimum bend radius of 36 inches when entering the pull box.

The conduit shall have a safe working pull strength greater than 3,000 pounds.

22.05 PULL BOXES
Pull boxes shall be concrete utility boxes. Pull boxes shall be as shown on the plans and in accordance with Section 86-1.02C, “Pull Boxes,” and Section 87-1.03C, "Installation of Pull Boxes" of the State Standard Specifications.

Existing and new electrical pull boxes shall be adjusted to grade as shown on the Plans or directed by the Engineer and included in the cost for each electrical system bid item requiring it.

The Contractor shall ensure that pull box covers are not covered with concrete or landscaping materials during construction operations.

Pull box lids shall be marked “Street Lighting.”
Pull boxes for PG&E service connections shall meet all PG&E requirements and shall be marked “Service.”
Pull boxes shall be a minimum of No. 5 or larger as shown on the Plans.

All pull boxes shall have non-slip lids. Pull boxes shall not be installed in a curb ramp.

Where an existing pull box or splice vault is damaged by the Contractor’s operations, the pull box shall be reconstructed to match existing, and if the sump was grouted, the old grout shall be removed and new grout placed at the sole cost of the Contractor.

All pull boxes to be abandoned shall have conductors removed from the pull boxes and conduits. The pull box shall be removed when within the limits of demolition work otherwise it may remain abandoned in place. The remaining hole shall be backfilled and compacted with similar material as the surrounding material.

If within a sidewalk, the entire square of sidewalk shall be removed and replaced as part of the street light installation bid item, unless within the limits of proposed sidewalk as shown on the Layout Plans sheets in which case the cost is measured and paid for under the sidewalk bid item.

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22.06 CONDUCTORS AND WIRING
The Contractor shall furnish and install all conductors and wiring as shown on the plans per Section 86-1.02F, “Conductors and Cables,” of the State Standard Specifications.

Splices shall be insulated by “Method B” or, at the Contractor’s option, splices of conductors shall be insulated with heat-shrink tubing of the appropriate size after thoroughly painting the spliced conductors with electrical insulating coating.

Conductors shall be wrapped around projecting end of conduit in pull boxes as shown on the plans.

Cables shall be secured to the projecting end of conduit in pull boxes to prevent pulling of cables without removing the securing device.

All conductors shall be labeled and identified in each and every pull box. A minimum of 4 feet (2 feet up and 2 feet down) of service loop shall be provided in each pull box.

The minimum insulation thickness, at any point, for Type USE, RHH or RHW wire shall be 0.039 inches for conductor sizes No. 14 to No. 10, inclusive, and 0.051 inches for No. 8 to No. 2, inclusive. The minimum insulation thickness, at any point, for Type THW and TW wires shall be 0.03-inches for conductor sizes No. 14 to No. 10, inclusive, 0.04-inches for No. 8, and 0.053 inches for No. 6 to No. 2, inclusive.

Testing
The Contractor shall perform a high-voltage series lighting test consisting of the open circuit voltage of the connected constant current transformer between conductors and ground. The high-voltage test shall not be performed on existing circuits or equipment. Non-testing of existing circuits and equipment shall not relieve the Contractor from the responsibility for malfunctioning of existing lighting circuits due to the Contractor making splices in or connecting to the circuits and such malfunctions shall be corrected at the Contractor’s expense.

22.07 PHOTOELECTRIC CONTROLS
Photoelectric control shall be Type II and pole top mounted in accordance with Section 86-1.02M, “Photoelectric Controls,” of the State Standard Specifications.

The Contractor shall supply all equipment, supplies, and material required for mounting the photoelectric cell.

22.08 LUMINAIRES
The Contractor shall furnish and install luminaires where shown on the Plans. Luminaires shall conform to Section 86-1.02K “Luminaires” of the State Standard Specifications, the information shown on the Plans, and these Special Provisions.

The street lighting LED luminaires shall match that noted in the luminaire schedule on the street lighting plan sheets.

All luminaires will have reflective labels with wattage and ANSI lighting pattern (e.g. 149-3) on the down-opening door as indicated on the plans.

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22.09 MEASUREMENT AND PAYMENT
The LUMP SUM price paid for Electrical Systems shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals for doing all the work involved to construct a complete and functioning street lighting system, complete and in place. The work shall include, but is not limited to, supplying and installing lighting poles with foundations, luminaires, conductors, conduits, pull boxes, relocating the service equipment enclosure with new foundation, furnishing and install new circuit breakers and equipment inside of the existing service equipment enclosure, all photoelectric controls, pole numbers, coordination with PG&E, and all incidentals, as shown on the plans, as detailed in State Standard Specifications, these Technical Specifications and as directed by the Engineer and no additional payment shall be allowed therefore.

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23.00 QUALITY ASSURANCE PROGRAM
The City has a Caltrans approved Quality Assurance Program (QAP), which can be made available upon request, that will ensure the materials and workmanship incorporated into the construction project conform to the requirements of the contract plans and Special Provisions, including approved changes.

Material testing and sampling noted in the QAP shall be done in accordance with California Test Method (CTM) procedures. The QAP specifies which CTM to follow depending on the material in question.

23.01 ACCEPTANCE TESTING
At a minimum, and as outlined in the City’s QAP, the following materials shall be sampled and tested for acceptance into the project:

1. Hot Mix Asphalt

2. Hot Mix Asphalt (Aggregates)

3. Aggregate Base

4. Structural Concrete

5. Soil Subgrade
See Attachment 1, Acceptance Sampling and Testing Frequencies, in the QAP for frequency tables.

The Contractor shall coordinate with the Engineer or batch plant for material sampling and testing. The City’s independent consultant shall have full access to all areas of the worksite necessary to fulfill the requirements of the City’s QAP.

Whenever failing tests occur, sufficient additional acceptance tests must be taken to isolate the affected work. Documentation of the results of such additional tests must be included in the City’s records, including a description of the corrective measures taken by the Contractor. Any material tested and found out of compliance with these Technical Specifications and the QAP shall be removed and replaced at no cost to the City.

For clarification purposes, the City’s materials testing consultant will complete Local Assistance Procedures Manual (LAPM) Exhibit 16-Z2, Acceptance Testing Results Summary Log, outlining the results of all testing, a copy of which can be provided to the Contractor upon request.

Compaction testing of hot mix asphalt shall be per State Standard Specifications and while aggregate base shall achieve 95% relative compaction.

Minor concrete will be accepted via a certificate of compliance, however, concrete cylinder samples will be collected and tested in accordance with CTM procedures.

23.02 CERTIFICATE OF COMPLIANCE
The Contractor shall review Local Assistance Procedures Manual (LAPM) Exhibit 16-T1, Materials Requiring a Certificate of Compliance per Caltrans Standard Specifications, and submit certificates of compliance (COCs) for all materials listed which are to be used in the construction of this project. The current version of this form is located at the following website: https://dot.ca.gov/-/media/dotmedia/programs/local-assistance/documents/lapm/ch16.pdf COCs shall be project specific (no generic forms accepted), approved before material is incorporated into the project, and include, at a minimum, the following information:

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• State Project Number;
• Statement that the material complies with the specifications; • Certified material lot number matching lot tags affixed or stenciled to the released materials; and • Signature of authorized manufacturer representative.

COCs shall be approved by the City prior to any progress payments being made to the Contractor for the material covered by the COC.

23.03 BUY AMERICA
This project is not subject to Buy America requirements.

23.04 MEASUREMENT AND PAYMENT
Full compensation for conforming to the requirements of this Section of these Technical Specifications shall be considered as included in the prices paid for the various items of work involved and no additional compensation will be allowed therefore.

Item Description
Estimated
Quantity
Rounded
Quantity Unit Unit Price Total
1 MOBILIZATION (5%) 1 1 LS $168,000.00 $168,000
2 TRAFFIC CONTROL SYSTEM 1 1 LS $201,000.00 $201,000
3 CONSTRUCTION STAKING 1 1 LS $67,000.00 $67,000
4 PREPARE STORM WATER POLLUTION PREVENTION PLAN 1 1 LS $59,000.00 $59,000 5 CLEARING AND GRUBBING 1 1 LS $34,000.00 $34,000
6 REMOVE TREE 3 3 EA $400.00 $1,200
7 MISCELLANEOUS ITEMS OF WORK (i.e, STRIPING, MARKING, AND SIGNAGE

REMOVAL/SALVAGE TRAFFIC SIGNAL EQUIPMENT & POLES/RELOCATE SAN LORENZO PARK SIGN SIGN 1 1 LS $35,000.00 $35,000
8 REMOVE CONCRETE (CURB & GUTTER) (F) 1412 1500 LF $15.00 $21,180 9 REMOVE CONCRETE (SIDEWALK) (F) 8435 8500 SF $8.00 $67,480 10 REMOVE RETAINING WALL (F) 87 90 LF $50.00 $4,350
11 ROADWAY EXCAVATION (F) 2691 2700 CY $140.00 $376,731 12 AGGREGATE BASE (CLASS II) 2711 2750 CY $100.00 $271,135 13 SLURRY SEAL 1,087 1,100 SY $15.00 $16,303
14 HOT MIX ASPHALT (TYPE A) 1,445 1,500 TON $175.00 $252,831 15 HOT MIX ASPHALT (TYPE A) - PLUG PAVING 13 15 TON $350.00 $4,602 16 DETECTABLE WARNING SURFACE 390 390 SF $40.00 $15,600 17 MINOR CONCRETE (SIDEWALK AND CURB RAMP) 6845 6900 SF $20.00 $136,900 18 MINOR CONCRETE (CYCLE TRACK) 4166 4200 SF $30.00 $124,980 19 MINOR CONCRETE (CURB AND GUTTER (CITY Type C)) 636 650 LF $55.00 $34,980 20 MINOR CONCRETE (CURB AND GUTTER (CITY Type C-MODIFIED)) 249 275 LF $75.00 $18,675 21 MINOR CONCRETE (CURB AND GUTTER (CALTRANS Type A2-6)) 436 450 LF $60.00 $26,160 22 MINOR CONCRETE (CURB AND GUTTER (CALTRANS Type A2-6-MODIFIED)) 39 50 LF $80.00 $3,120 23 MINOR CONCRETE (MEDIAN CURB (Type B)) 862 870 LF $40.00 $34,480 24 MINOR CONCRETE (MEDIAN CURB (CALTRANS Type A1-6)) 395 400 LF $40.00 $15,800 25 MINOR CONCRETE (MEDIAN CURB (CALTRANS Type A1-8)) 342 350 LF $45.00 $15,390 26 MINOR CONCRETE (MEDIAN CURB (CALTRANS Type A1-8-MODIFIED)) 76 80 LF $65.00 $4,940 27 MINOR CONCRETE (CURB AND GUTTER (Type RA & RA MODIFIED)) 509 525 LF $75.00 $38,175 28 MINOR CONCRETE (6" RETAINING CURB) 331 350 LF $40.00 $13,240 29 MINOR CONCRETE (6" RETAINING CURB-DEEPENED) 254 60 LF $60.00 $15,240 30 MINOR CONCRETE (8" RETAINING CURB) 16 20 LF $45.00 $720 31 MINOR CONCRETE (8" RETAINING CURB-DEEPENED) 15 20 LF $50.00 $750 32 MINOR CONCRETE (1.5' RETAINING WALL) 23 25 LF $250.00 $5,750 33 MINOR CONCRETE (2.5' RETAINING WALL) 75 80 LF $350.00 $26,250 34 MINOR CONCRETE (PLANTER RETAINING CURB (TYPE 1)) 77 80 LF $230.00 $17,710 35 MINOR CONCRETE (PLANTER RETAINING CURB (TYPE 2)) 188 200 LF $250.00 $47,000 36 MINOR CONCRETE (MEDIAN HARDSCAPE) 4793 4400 SF $30.00 $143,790 37 MINOR CONCRETE (TRUCK APRON) 3096 3400 SF $45.00 $139,320 38 THERMOPLASTIC TRAFFIC STRIPE - CALTRANS DETAIL 9 142 160 LF $2.50 $355 39 THERMOPLASTIC TRAFFIC STRIPE - CALTRANS DETAIL 22 345 250 LF $3.50 $1,208 40 THERMOPLASTIC TRAFFIC STRIPE - CALTRANS DETAIL 25 1423 1500 LF $2.50 $3,558 41 THERMOPLASTIC TRAFFIC STRIPE - CALTRANS DETAIL 27b 1812 1900 LF $2.00 $3,624 42 THERMOPLASTIC TRAFFIC STRIPE - CALTRANS DETAIL 29 119 150 LF $4.50 $536 43 THERMOPLASTIC TRAFFIC STRIPE - CALTRANS DETAIL 32 563 600 LF $4.50 $2,534 44 THERMOPLASTIC TRAFFIC STRIPE - CALTRANS DETAIL 38 72 80 LF $3.50 $252 45 THERMOPLASTIC TRAFFIC STRIPE - CALTRANS DETAIL 39 693 750 LF $2.00 $1,386 46 THERMOPLASTIC TRAFFIC STRIPE - CALTRANS DETAIL 39 A 143 160 LF $2.00 $286 47 THERMOPLASTIC PAVEMENT MARKING 1203 1200 SF $10.00 $12,030 48 GREEN PAVEMENT MARKING (MMA) 80 100 SF $40.00 $3,200 49 INSTALL NEW ROADSIDE SIGN ON NEW POST 41 41 EA $500.00 $20,500 50 INSTALL NEW ROADSIDE SIGN ON EXISTING STREET LIGHT 3 3 EA $200.00 $600 51 INSTALL NEW ROADSIDE SIGN ON NEW POST (2 POST) (D1-5A) 2 2 EA $1,000.00 $2,000 52 INSTALL NEW ROADSIDE SIGN ON NEW POST (2 POST) (D1-1D) 4 4 EA $850.00 $3,400 53 RELOCATE EXISTING MILE MARKER PLAQUE AND EXISTING POST 1 1 EA $150.00 $150 54 RELOCATE EXISTING ROADSIDE SIGN TO NEW POST 19 19 EA $250.00 $4,750 55 INSTALL 12" RCP PIPE 114 120 LF $250.00 $28,500
56 INSTALL 12" HDPE PIPE 209 215 LF $300.00 $62,700
58 INSTALL UNDERDRAIN 30 30 LF $50.00 $1,500
59 INSTALL FIELD DRAINAGE INLET (Type G1) 7 7 EA $8,000.00 $56,000 60 REMOVE EXISITNG DRAINAGE INLET 1 1 EA $2,000.00 $2,000 Drainage
City of King City
Broadway Street and San Antonio Dr Roundabout
100% Design - March 2025
Civil/Roadway
Signing and Striping
Opinion of Probable Construction Costs
EXHIBIT 3
61 INSTALL STORM DRAIN MANHOLE 3 3 EA $10,000.00 $30,000 62 BIORETENTION AREA 1 1 LS $93,000.00 $93,000
63 ADJUST STORM DRAIN MANHOLE FRAME AND COVER TO GRADE 3 3 EA $2,000.00 $6,000 64 ADJUST SANITARY SEWER MANHOLE FRAME AND COVER TO GRADE 7 7 EA $2,000.00 $14,000 65 ADJUST WATER VALVE COVER TO GRADE 2 2 EA $1,500.00 $3,000 66 ADJUST SANITARY SEWER VAULT TO GRADE 1 1 EA $2,000.00 $2,000 67 LANDSCAPE AND IRRIGATION 1 1 LS $722,000.00 $722,000 68 ELECTRICAL SYSTEMS 1 1 LS $348,000.00 $348,000
(F) Final Pay Item Construction Subtotal $3,881,849
Contingency @ 12% $465,822
Estimated Construction Total $4,347,671
Construction Management $496,291
DSDC @ 3% $130,430
City Administration @ 0.75% $32,608
Estimated "Soft Costs" Total $659,329
TOTAL CONTRACT COST $5,007,000
RSTP FUNDING $5,007,000
Utilities
Landscaping and Irrigation
Electrical