Dinuba City Council
June 9, 2026

Tuesday, June 9, 2026 / 6:00 PM / City Hall / 405 East El Monte Way, Dinuba District 1
Rachel Nerio- Guerrero
Mayor
District 2
Maribel Reynosa
Council Member
District 3
Benjamin Prado
Vice Mayor
District 4
Kuldip Thusu
Council Member
District 5
Linda Launer
Council Member
All attendees are advised that electronic devices should be placed on silent upon entering the Council Chambers.

The City Council will take action on all items listed on the agenda.

Vice Mayor Benjamin Prado will be participating via teleconference from the following location, which will be open and accessible to the public: 1360 E Akers Way, Dinuba, CA 93618 Members of the public will have the opportunity to participate and provide public comment from this location.

1. WORK SESSION - 6:00 PM

1.1. Tulare County Regional Transit Agency (TCRTA) Update (GA)

2. OPENING CEREMONIES - 6:30 PM

2.1. Welcome and Call to Order

2.2. Invocation

2.3. Pledge of Allegiance

3. AGENDA CHANGES OR DELETIONS
To better accommodate members of the public or convenience in the order of presentation, items on the agenda may not be presented or acted upon in the order listed. Additions to Agenda may be added only pursuant to California Government Code section 54954.2(b).

4. PRESENTATIONS

4.1. Leadership Class of Northern Tulare County Report of 2026 Cinco de Mayo Event (DJ)

5. REQUEST TO ADDRESS COUNCIL
This portion of the meeting is reserved for any person who would like to address the Council on any item that is not on the agenda. Please be advised that State law does not allow the City Council to discuss or take any action on any issue not on the agenda. The City Council may direct staff to follow up on such item(s). Speakers are limited to three (3) minutes. If there is any person wishing to address the City Council at this time please approach the podium and state your name and nature of the request.

6. CONSENT CALENDAR

Matters listed under the Consent Calendar are considered routine and will be enacted by one motion and one vote. There will be no separate discussion of these items. If discussion is desired, a member of the audience or a Council Member may request an item be removed from the Consent Calendar and it will be considered separately.

6.1. SUBJECT
Approval of City Council Meeting Minutes (MA)

RECOMMENDATION
Council to review and approve the City Council meeting of May 26, 2026, as presented.

6.2. SUBJECT
Request for Excused Absence Vice Mayor Benjamin Prado (MA)

RECOMMENDATION
Council to excuse the absence of Vice Mayor Benjamin Prado from the City Council meeting of May 12, 2026.

6.3. SUBJECT
Acceptance of ADA Transition Plan Update (JW)

RECOMMENDATION
Council accept the City of Dinuba ADA Transition Plan Update and direct staff to utilize the Plan as a guiding document for future accessibility improvements, grant applications, capital improvement planning, and ADA compliance efforts, subject to future budget appropriations and Council authorization as required.

6.4. SUBJECT
Authorization to Award the Purchase for Replacement Headworks Influent Pumps at the Wastewater Treatment Plant (GA)

RECOMMENDATION
Council authorize the purchase of replacement headworks influent pumps for the Wastewater Treatment Plant and Award to Shape Incorporated.

7. WARRANT REGISTER

7.1. SUBJECT
Warrant Register May 29, 2026 & June 5, 2026 (KS)

RECOMMENDATION
Council to review and approve the Warrant Register as presented.

8. PUBLIC HEARING

8.1. SUBJECT
Military Equipment Use Annual Report (AB 481) (AI)

RECOMMENDATION
Council to receive public comment concerning the annual report and the funding, acquisition, and use of the equipment; review and renew DPD Policy 705 - Military Equipment; review the AB 481 Military Equipment Annual Reports for 2025; and by opting not to modify or rescind, affirm Ordinance No. 2022-05.

8.2. SUBJECT
Resolution No. 2026-37 Ordering the Annual Levy of Landscape and Lighting Districts Annual Assessments for Fiscal Year 2026-27; and Resolution No. 2026- 38 Approving Certification Compliance and Hold Harmless Statement (KS)

RECOMMENDATION
Council conduct a public hearing to receive public testimony, close the public hearing, and take the following action by one motion:

1. Adopt Resolution No. 2026-37 ordering the levy and collection of assessments within the City’s Landscaping and Lighting Assessment Districts for Fiscal Year 2026/27, and

2. Adopt Resolution No. 2026-38 approving the Compliance Certification and Hold Harmless Statement form regarding the levy and collection of assessments within the City’s landscaping and lighting assessment districts for fiscal year 2026/27.

8.3. SUBJECT
Application 2026-15 - General Plan and rezone of 2± acre site at 6766 W. Avenue 408 Kamm Ave. (KSch)

RECOMMENDATION
Council conduct a hearing to receive input from the public concerning Application No. 2026-15, close the hearing and take the following action by one motion:

1. Adopt Resolution No. 2026-36 (Attachment "A") amending the General Plan Land Use Map from “Public/Semi-Public" to "Low Density Residential."

2. Introduce and conduct the first reading, waive reading in full, of Ordinance No. 2026-11 (Attachment "B") amending the City of Dinuba Zoning Map from "RCO” (Resource Conservation) to "RA" (Residential Acreage).

8.4. SUBJECT
Resolution No. 2026-35 Adopting Fiscal Year 2026/27 Operating Budget and Capital Improvement Program and Approving Adjustments to the Fiscal Year 2025/26 Budget; and Resolution 2026-26 Adopting the Fiscal Year 2026/27 GANN Appropriations Limit (KS)

RECOMMENDATION
Council to conduct a public hearing and take the following actions by separate motions:

1. Adopt Resolution No. 2026-35 approving the Fiscal Year 2026/27 Operating Budget and Capital Improvement Program and adjustments to the Fiscal Year 2025/26 budget.

2. Adopt Resolution No. 2026-26 establishing the Appropriations (GANN) Limit for Fiscal Year 2026/27.

9. DEPARTMENT REPORTS

9.1. SUBJECT
Consider proposed Pavement Cut Ordinance for Work within the Public Rightof-Way (JW)

RECOMMENDATION
Council receive information regarding a proposed Pavement Cut Ordinance and provide direction to staff regarding preparation of a final ordinance for future City Council consideration and adoption.

9.2. SUBJECT
Resolution No. 2026-39 Authorizing the Purchase of Utility Service Trucks for Public Works and Parks Departments (KS)

RECOMMENDATION
Council adopt Resolution No. 2026-39 authorizing the purchase of six (6) Chevrolet Silverado 2500 Service Work Trucks with Utility Beds for the Public Works and Parks and Recreation Departments from Ed Dena’s Auto Center as the lowest responsive and responsible bidder following application of the City's local preference allowance, and authorize the City Manager to proceed with Stone Chevrolet as the second lowest responsive and responsible bidder, or subsequently Hedrick’s Chevrolet should the selected vehicles become unavailable prior to purchase.

10. MAYOR/COUNCIL REPORTS

11. CITY MANAGER COMMUNICAT IONS

12. CITY STAFF COMMUNICATIONS

13. ADJOURNMENT
This agenda was posted at least 72 hours prior to the regular meeting per GC Section 54954.2(a). A Citizens' Packet regarding this meeting is available at the City Clerk's Office located at City Hall, 405 East El Monte Way, Dinuba CA 93618.

In compliance with the Americans with Disabilities Act, if special assistance is needed to participate in the meeting, please contact the City Clerk's Office at 559-591-5900. Please provide at least 48 hours notification prior to the meeting to allow staff to make reasonable arrangements. (28 CFR 35.102-35.104 ADA Title II)
559.591.5900 / FAX 559.591.5902 . e-mail address: [email protected]. www.dinuba.org

City Council Staff Report
Department: CITY MANAGER'S OFFICE June 9, 2026
To: Mayor and City Council
From: Maria Alaniz, City Clerk/HR Director
By: Lupe Montejano, Billing Supervisor/Deputy City Clerk Subject: Approval of City Council Meeting Minutes (MA)
RECOMMENDATION:

Council to review and approve the City Council meeting of May 26, 2026, as presented.

EXECUTIVE SUMMARY:

None.

OUTSTANDING ISSUES:

None.

DISCUSSION:

None.

FISCAL IMPACT:

None.

PUBLIC HEARING:

None required.

ATTACHMENTS:

1. City Council Meeting Minutes, May 26, 2026

City Council Staff Report
Department: CITY MANAGER'S OFFICE June 9, 2026
To: Mayor and City Council
From: Maria Alaniz, City Clerk/HR Director
By:

Subject: Request for Excused Absence Vice Mayor Benjamin Prado (MA) RECOMMENDATION:

Council to excuse the absence of Vice Mayor Benjamin Prado from the City Council meeting of May 12, 2026.

EXECUTIVE SUMMARY:

Council to excuse the absence of Vice Mayor Benjamin Prado from the City Council meeting of May 12, 2026.

OUTSTANDING ISSUES:

None.

DISCUSSION:

Vice Mayor Benjamin Prado was unable to attend the City Council meeting on May 12, 2026. Vice Mayor Prado requested that the City Council excuse his absence from the May 12, 2026 meeting.

FISCAL IMPACT:

None.

PUBLIC HEARING:

None required.

ATTACHMENTS:

None

City Council Staff Report
Department: ENGINEERING June 9, 2026
To: Mayor and City Council
From: Watts Jason, City Engineer
By: Watts Jason, City Engineer
Subject: Acceptance of ADA Transition Plan Update (JW)
RECOMMENDATION:

Council accept the City of Dinuba ADA Transition Plan Update and direct staff to utilize the Plan as a guiding document for future accessibility improvements, grant applications, capital improvement planning, and ADA compliance efforts, subject to future budget appropriations and Council authorization as required.

EXECUTIVE SUMMARY:

The Americans with Disabilities Act (ADA) Transition Plan provides the City of Dinuba with a comprehensive assessment of accessibility within City-owned facilities, parks, public rights-of-way, and pedestrian infrastructure. The Plan identifies existing accessibility barriers, establishes priorities for future improvements, and serves as a long-term planning tool to assist the City in enhancing accessibility, pursuing grant funding opportunities, and incorporating ADA improvements into future capital projects and maintenance activities. It is recommended that the City update its ADA Transition Plan at regular intervals. The last update to the Plan was completed in June 2018.

OUTSTANDING ISSUES:

None
DISCUSSION:

The Americans with Disabilities Act of 1990 (ADA) and its implementing regulations require public agencies to evaluate the accessibility of public facilities, services, and programs and, where structural barriers exist, develop a transition plan to guide accessibility improvements. The ADA Transition Plan serves as a planning tool to identify barriers, establish priorities, and support ongoing compliance with federal accessibility requirements. The City of Dinuba completed its initial ADA Transition Plan in 2013, followed by an update in 2018, and has now completed the current update to

reflect existing conditions and future accessibility needs.

The ADA Transition Plan includes a comprehensive inventory and assessment of Cityowned facilities, parks, public buildings, sidewalks, curb ramps, pedestrian routes, and other public infrastructure. The assessment evaluated existing conditions against current ADA accessibility standards and identified areas where improvements may be necessary to enhance accessibility for individuals with disabilities. The Plan establishes a prioritized approach for addressing identified deficiencies based on factors such as:
• Public safety considerations;
• Accessibility impacts to individuals with disabilities; • Frequency of facility use;
• Connectivity to key public destinations;
• Cost effectiveness;
• Coordination with future capital improvement projects; and • Availability of funding opportunities.

The ADA Transition Plan is intended to function as a planning and budgeting tool.

Acceptance of the Plan does not obligate the City to immediately construct all identified improvements. Rather, the Plan provides a framework for systematically addressing accessibility barriers as funding becomes available and as future projects are implemented. The ADA Transition Plan also positions the City to remain competitive for state and federal grant opportunities that prioritize accessibility improvements and demonstrates the City's ongoing commitment to ADA compliance.

It is important to note that implementation of the ADA Transition Plan will be dependent upon available funding, staffing resources, and project priorities established by the City Council. Certain improvements identified within the Plan may constitute significant financial expenditures that cannot reasonably be completed immediately. Pursuant to Title II of the ADA and 28 CFR §35.150(a)(3), public agencies may consider financial and administrative burdens when establishing schedules and priorities for implementation.

Staff recommends that the City Council accept the City of Dinuba ADA Transition Plan Update, attached herein as "Attachment 1", and authorize staff to utilize the Plan as a guiding document for future accessibility improvements, grant applications, capital improvement planning, and ADA compliance efforts. Acceptance of the Plan will acknowledge completion of the update while providing a framework to guide future decision-making and investment in accessibility improvements throughout the community.

FISCAL IMPACT:

There is no direct fiscal impact associated with acceptance of the ADA Transition Plan.

PUBLIC HEARING:

None
ATTACHMENTS:

1. 2026 ADA Transition Report

Page | 1
Americans with Disabilities Act (ADA) Transition Report Jason Watts, PE
City Engineer
4Creeks, Inc.
1275 N. Willow Avenue
Clovis, CA 93619
City of Dinuba
405 E. El Monte Way
Dinuba, CA 93618
(559) 591-5900

Table of Contents
PREFACE .............................................................................................................................................................................................................. 1 ADA Self-Evaluation Process & Common Compliance Issues ................................................................................. 1 Making the Built Environment Accessible ............................................................................................................................. 2 The Importance of Documentation .......................................................................................................................................... 5 The Importance of Training............................................................................................................................................................ 6

1. Introduction ................................................................................................................................................................................ 8

1.1. Transition Plan Need and Purpose .............................................................................................................................. 8

1.2. ADA and its Relationship to Other Laws ................................................................................................................... 8

1.3. Agency Requirements ......................................................................................................................................................... 9

1.4. Designation of Responsibility ......................................................................................................................................... 10

2. Self-Evaluation .......................................................................................................................................................................... 11

2.1. Overview ....................................................................................................................................................................................... 11

2.2. Process & Findings ................................................................................................................................................................. 11

2.3. Communications, Information & Facility Signage – Pending self-evaluation ............................. 12

2.4. Improvement Schedule ..................................................................................................................................................... 13

2.5. Pedestrian Facilities / Public Rights-of-Way ....................................................................................................... 13

2.6. Previous Practices ................................................................................................................................................................. 14

2.7. Methodology ............................................................................................................................................................................. 14

2.8. Policy 15

2.9. Priority Areas ............................................................................................................................................................................. 16

2.10. External Agency Coordination ...................................................................................................................................... 16

2.11. Improvement Schedule ..................................................................................................................................................... 16

3. Public Outreach ...................................................................................................................................................................... 17

3.1. Summary of Public Comments .................................................................................................................................... 17

3.2. Public Notice of ADA Requirements and Grievance Procedure ............................................................. 17

3.3 Progress Monitoring and Transition Plan Management .............................................................................. 17 Appendix A – Public Notice of ADA Requirements and Grievance Policy and Procedure ...................... 19 ADA Complaint / Grievance Form ............................................................................................................................................20 ADA Complaint Process ....................................................................................................................................................................... 23 Sample Grievance Policy and Procedure (Source: www.ada.gov) ...................................................................24 Appendix B – Existing Sidewalk Evaluation ................................................................................................................................... 26 Appendix C – Existing Curb Ramp Evaluation ............................................................................................................................. 27 Appendix D – Existing Drive Approach Evaluation ............................................................................................................. 28 Appendix E – Schedule and Budget ............................................................................................................................................ 29 Overview .................................................................................................................................................................................................. 30

CITY OF DINUBA – ADA TRANSITION REPORT
Discussion & Improvement Project Information ............................................................................................................... 31 Appendix F – Public Outreach ........................................................................................................................................................ 33 Public Outreach .................................................................................................................................................................................... 33 Summary of Public Comments .................................................................................................................................................. 33 Appendix G – Contact Information ........................................................................................................................................... 34 Appendix H – Agency ADA Design Standards and Improvement/ Compliance Procedures .......... 35 Appendix I – City Public Improvement Standards ........................................................................................................... 37 Appendix J – Glossary of Terms .................................................................................................................................................. 38 Appendix K – PROWAG (Public Right-of-Way Accessibility Guidelines) ......................................................... 40

CITY OF DINUBA – ADA TRANSITION REPORT
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PREFACE
Under Title II of the Americans with Disabilities Act (ADA), public services, programs and activities are required to be accessible to individuals with disabilities.

Compliance includes conducting a self-evaluation to identify any accessibility obstacles or issues that need to be addressed with regard to communications, building facilities and pedestrian facilities. In addition, public entities that employ 50 or more persons* are required to:
 Designate an ADA Coordinator.
 Establish a grievance procedure to allow for prompt resolution of accessibility concerns.
 Establish a transition plan for taking the steps necessary to achieve compliance with the Americans with Disabilities Act.
 Monitor implementation of the transition plan, and update the plan periodically as needed.

The ultimate responsibility for ADA compliance rests with each agency or jurisdiction.

Please review your completed ADA Transition Plan with your agency’s legal counsel or risk management team prior to proceeding with implementation. *Public entities that employ less than 50 persons are still responsible for providing accessibility per the ADA but are not required to formally establish a transition plan.

Businesses and non-profit organizations are required to comply with accessibility requirements for places of public accommodation (see ADA Title III – 28 CFR Part

36.304).

SUPPORTING DISCUSSION & ADDITIONAL RESOURCES
ADA Self-Evaluation Process & Common Compliance Issues
Access to civic life by people with disabilities is a fundamental goal of the Americans with Disabilities Act. To ensure that this goal is met, Title II of the ADA requires State and local governments to make their programs and services accessible to individuals with disabilities. This requirement extends not only to physical access at government facilities, programs, services, and activities (PSA), but also to policy changes that governmental entities must make to ensure that all people with disabilities can take part in, and benefit from, the programs and services of State and local governments. In addition, governmental entities must ensure effective communication – including the provision of necessary auxiliary aids and services – so that individuals with disabilities can participate in civic life.

CITY OF DINUBA – ADA TRANSITION REPORT
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One important way to ensure that Title II's requirements are being met is through the self-evaluation process, which is required by the ADA regulations. Self-evaluation enables public agencies to pinpoint the facilities, programs, services, and activities that must be modified or relocated to ensure that agencies are complying with the ADA.

Please refer to the U.S. Department of Justice publication, The ADA and City Governments: Common Problems for a detailed
discussion of some of the issues, misconceptions and
challenges encountered by local agencies regarding
various ADA topics, including:
 Uncertainty regarding applicability of ADA
requirements
 Program accessibility
 Historically significant facilities
 Curb ramps
 Effective communication
 Self-evaluation and transition plan
This document contains a sampling of common problems
shared by public entities that were identified through the Department of Justice's ADA enforcement efforts. Although it primarily refers to cities, the examples and supporting analyses are equally applicable to other types of local agencies. The DOJ publication ADA Guide for Small Towns is also helpful and refers to smaller agencies.

Making the Built Environment Accessible
The Americans with Disabilities Act requires public agencies to ensure that all of their programs, services, and activities, when viewed in their entirety, are accessible to individuals with disabilities. In addition, the ADA requires that all new facilities built by public entities must be accessible to and usable by people with disabilities.

Questions often arise regarding how to address the accessibility of existing facilities, such as older buildings. A helpful discussion of this topic is provided in the U.S.

Department of Justice publication, ADA Update: A Primer for State and Local Governments. Excerpts from the
chapter on Making the Built Environment Accessible are
provided as follows.

CITY OF DINUBA – ADA TRANSITION REPORT
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Access to Programs, Services, and Activities in
Existing Facilities
The ADA's regulations and the ADA Standards for
Accessible Design, originally published in 1991, set the minimum standard for what makes a facility
accessible. Only elements that are built-in (fixed in
place) are addressed in the Standards. While the
updated 2010 Standards, which became effective on
March 15, 2012, retain many of the original provisions in the 1991 Standards, there are some significant
differences. The Standards are used when determining if a public entity's programs, services, or activities are
accessible under the ADA. However, they apply differently depending on whether the entity is providing access to programs, services, or activities in existing facilities or is altering an existing facility or building a new facility.

Public entities have an ongoing obligation to ensure that individuals with disabilities are not excluded from programs, services, and activities because facilities are unusable or inaccessible to them. There is no “grandfather clause” in the ADA that exempts older facilities. However, the law strikes a careful balance between increasing access for people with disabilities and recognizing the constraints many public entities face. It allows entities confronted with limited financial resources to improve accessibility without excessive expense.

In the years since the ADA took effect, public facilities have become increasingly accessible. In the event that changes still need to be made, there is flexibility in deciding how to meet this obligation – structural changes can be made to provide access, the program, service, or activity can be relocated to an accessible facility, or the program or service can be provided in an alternate manner. For example:
 In an elementary school without an elevator, a teacher can be assigned to a first-floor classroom if the class includes a student with a mobility disability.
 A social service agency located in an inaccessible facility can make arrangements to meet with an applicant or client with a mobility disability at an alternate location that is accessible.
 If an application for a particular city program must be made in person at an inaccessible office, the city could allow a person with a mobility disability to complete and submit the application by mail or email.

CITY OF DINUBA – ADA TRANSITION REPORT
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 If a public library is inaccessible, staff can provide curb-side service for a patron with a mobility disability to check out and return books.

Structural changes are not required where other solutions are feasible.

However, where other solutions are not feasible, structural changes are required. When structural change is the method chosen to make a program or service accessible, the changes must meet the requirements of the 2010 ADA Standards, unless it is technically infeasible to do so. When full compliance is not technically feasible, the changes must follow the Standards to the maximum extent feasible. For example, if there is not enough space to install a ramp with a slope that complies with the Standards, a public entity may install a ramp with a slightly steeper slope. However, deviations from the Standards must not pose a significant safety risk. In addition, public entities are not required to take any action that would threaten or destroy the historic significance of an historic property.

Whatever method is chosen, the public entity must ensure that people with disabilities have access to programs, services, and activities under the same terms and conditions as other people. For example:
 If a social service agency meets with clients in a private office on the second floor of a building without an elevator, a public area on the first floor is not an acceptable alternate location to meet with a client who has a mobility disability. The alternate location must provide the same degree of privacy as the regular location.
 If a court has ordered a person with a mobility disability to participate in a group anger-management program, and the program is located in an inaccessible facility, it is not acceptable to offer the program to him individually in an accessible location, because the group interaction is a critical component of the program.

There are limits to a public entity's program access obligations. Entities are not required to take any action that would result in undue financial and administrative burdens. The decision that an action would result in an undue burden must be made by a high level official, no lower than a Department head, having budgetary authority and responsibility for making spending decisions, after considering all resources available for use in the funding and operation of the program, service, or activity and must be accompanied by a written statement of the reasons for reaching that conclusion. If an action would result in an undue burden, a public entity must take any other action that would not result in an undue burden but would nevertheless ensure that

CITY OF DINUBA – ADA TRANSITION REPORT
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individuals with disabilities receive the benefits or services provided by the public entity.

Alterations
When a public entity chooses to alter any of its facilities, the elements and spaces being altered must comply with the 2010 Standards. An alteration is defined as remodeling, renovating, rehabilitating, reconstructing, changing or rearranging structural parts or elements, changing or rearranging plan configuration of walls and full-height or other fixed partitions, or making other changes that affect (or could affect) the usability of the facility. Examples include restriping a parking lot, moving walls, moving a fixed ATM to another location, installing a new service counter or display shelves, changing a doorway entrance, or replacing fixtures, flooring or carpeting. Normal maintenance, reroofing, painting, wallpapering, or other changes that do not affect the usability of a facility are not considered alterations.

The 2010 Standards set minimum accessibility requirements for alterations. In situations where strict compliance with the Standards is technically infeasible, the entity must comply to the maximum extent feasible. “Technically infeasible” is defined as something that has little likelihood of being accomplished because existing structural conditions would require removing or altering a load-bearing member that is an essential part of the structural frame; or because other existing physical or site constraints prohibit modifications or additions that comply fully with the Standards. The 2010 Standards also contain an exemption for certain alterations that would threaten or destroy the historic significance of an historic property.

New Construction
The ADA requires that all new facilities built by public entities must be accessible to and usable by people with disabilities. The 2010 Americans with Disabilities Act Standards and the State of California Building Code sections related to accessibility set out the minimum accessibility requirements for newly constructed facilities.

Please refer to the ADA Update: A Primer for State and Local Governments for additional information.

The Importance of Documentation
conducting the self-evaluation and preparing the transition plan;, to moving forwarding with implementing accessibility improvements. Documentation is especially important if situations of “technical infeasibility” are encountered. As

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mentioned on the previous page, from the section on Access to Programs, Services, and Activities in Existing Facilities:
“When structural change is the method chosen to make a program or service accessible, the changes must meet the requirements of the 2010 ADA Standards, unless it is technically infeasible to do so. When full compliance is not technically feasible, the changes must follow the Standards to the maximum extent feasible . . .”
The text box shown below lists some of the situations where technical infeasibility may be encountered. Documentation is especially important in these instances.

A number of public agencies have developed
forms, worksheets or guidelines to assist with
documentation regarding specific issues of
technical infeasibility or ADA accessibility
constraints. Several examples are provided
per the following web links.
 UC Berkely, California,
https://dac.berkeley.edu/committees/ccrab/
technical-infeasibility-exemptions
 California Building Officials, https://
www.calbo.org/sites/main/files/fileattachments/
request_for_technical_infeasibility.pdf?
1576086019
 City of Portland, Oregon,
https://www.portland.gov/policies/
administrative/civil-rights/adm-1822-
americans-disabilities-act-title-ii-process
 Maine Department of Transportation,
https://www.maine.gov/mdot/civilrights/
ada/docs/2019/Technical-InfeasibilityForm-2019-May.pdf Additional guidance is provided in the U.S. Access Board’s Technical Guide on ADA Scoping: Alterations and Additions.

The Importance of Training
Training is an important tool for ensuring compliance with ADA requirements and can be very helpful to personnel involved in conducting the self-evaluation and completing the transition plan. Agencies are encouraged to identify resources and opportunities for employees at various levels to receive ADA-related training appropriate to their job functions.

CITY OF DINUBA – ADA TRANSITION REPORT
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Many local disability organizations conduct ADA training in their communities, and ADA workshops are also periodically scheduled through the Local Technical Assistance Program (LTAP) Centers, the National Highway Institute, and other training providers. In addition, a variety of ADA webinars and online courses are also available. Several examples of these training resources are listed on the ADA Training webpage of the ADA National Network website.

CITY OF DINUBA – ADA TRANSITION REPORT
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1. Introduction

1.1. Transition Plan Need and Purpose
The Americans with Disabilities Act (ADA) is a civil rights law prohibiting discrimination against individuals on the basis of disability. It was enacted on July 26, 1990, and was amended in 2008 with the ADA Amendments Act. The ADA consists of five titles outlining protections in the following areas:
 Employment
 State and local government services
 Public accommodations
 Telecommunications
 Miscellaneous Provisions
Title II of ADA pertains to the programs, services, and activities provided by public entities. City of Dinuba must comply with this section of the Act, as it specifically applies to public service agencies. Title II of ADA states that “no qualified individual with a disability shall, by reason of such disability, be excluded from participation in or be denied the benefits of the programs, services, or activities of a public entity, or be subjected to discrimination by any such entity.” (42 USC Sec. 12132; 28 CFR Sec.

35.130)
As required by Title II of ADA (28 CFR Part 35 Sec. 35.105, and 28 CFR Part 35 Sec.

35.150), City of Dinuba has conducted a self-evaluation of its public rights-of-way facilities based upon the “Proposed Accessibility Guidelines for Pedestrian Facilities in the Public Right-of-Way", published in the Federal Register on July 26, 2011. The evaluation considered sidewalk widths and cross-slope, curb ramp dimensions and slopes, and driveway accessibility for pedestrian access. Transit shelters were evaluated considering the clear path dimensions between the transit shelter and the face of curb, the distance between the shelter wall and the bench for wheelchair access, and the existence and adequacy of the landing area; and has developed this Transition Plan detailing the methods to be used to ensure compliance with ADA accessibility requirements within the public rights-of-way.

1.2. ADA and its Relationship to Other Laws
Title II of ADA is companion legislation to two previous federal statutes and regulations: the Architectural Barriers Act (ABA) of 1968 and Section 504 of the Rehabilitation Act of 1973.

The Architectural Barriers Act of 1968 is a Federal law that requires facilities designed, built, altered or leased with Federal funds to be accessible. The Architectural Barriers Act marks one of the first efforts to ensure access to the built environment.

Section 504 of the Rehabilitation Act of 1973 is a Federal law that protects qualified

CITY OF DINUBA – ADA TRANSITION REPORT
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individuals from discrimination based on their disability. The nondiscrimination requirements of the law apply to employers and organizations that receive financial assistance from any Federal department or agency. Title II of ADA extended this coverage to all state and local government entities, regardless of whether they receive federal funding or not.

1.3. Agency Requirements
Under Title II, City of Dinuba must meet these general requirements:
 Must operate their programs so that, when viewed in their entirety, the programs are accessible to and useable by individuals with disabilities [28 CFR Sec. 35.150].
 May not refuse to allow a person with a disability to participate in a service, program or activity simply because the person has a disability [28 CFR Sec.

35.130 (a)].
 Must make reasonable modifications in policies, practices and procedures that deny equal access to individuals with disabilities unless a fundamental alteration in the program would result [28 CFR Sec. 35.130(b)(7)].  May not provide services or benefits to individuals with disabilities through programs that are separate or different unless the separate or different measures are necessary to ensure that benefits and services are equally effective [28 CFR Sec. 35.130(b)(iv) & (d)].
 Must take appropriate steps to ensure that communications with applicants, participants and members of the public with disabilities are as effective as communications with others [28 CFR Sec. 35.160(a)].
 Must designate at least one responsible employee to coordinate ADA compliance [28 CFR Sec. 35.107(a)]. This person is typically referred to as the ADA Coordinator. The public entity must provide the ADA Coordinator's name, office address, and telephone number to all interested individuals [28 CFR Sec.

35.107(a)].
 Notice of ADA requirements. All public entities, regardless of size, must provide information about the rights and protections of Title II to applicants, participants, beneficiaries, employees, and other interested persons [28 CFR Sec. 35.106]. The notice must include the identification of the employee serving as the ADA Coordinator and must provide this information on an ongoing basis [28 CFR Sec. 35.106].
 Must establish a grievance procedure. Public entities must adopt and publish grievance procedures providing for prompt and equitable resolution of complaints [28 CFR Sec. 35.107(b)]. This requirement provides for a timely resolution of all problems or conflicts related to ADA compliance before they escalate to litigation and/or the federal complaint process.

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1.4. Designation of Responsibility
In accordance with 28 CFR 35.107(a), 28 CFR 35.150(d)(3), the City of Dinuba has designated the following person to serve as ADA Title II Coordinator, to oversee the City’s policies and procedures, and monitor the City’s progress and manage review and updates of this document:

Name: Anna Santillan Job Title: ADA Coordinator
Contact information is provided in Appendix H.

Training is an important tool for ensuring compliance with ADA requirements. The ADA Coordinators will identify resources and opportunities for agency employees at various levels to receive ADA-related training appropriate to their job functions.

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2. Self-Evaluation

2.1. Overview
Under Title II of the ADA (28 CFR Sec. 35.105), public entities are required to perform a self-evaluation of their current services, policies and practices with regard to accessibility. The goal of the self-evaluation is to verify that, in managing its programs, services, activities and facilities, the agency is providing accessibility and not adversely affecting the full participation of individuals with disabilities.

The intent of the ADA self-evaluation is to review the agency’s entire public program, including all facilities on public property and within pedestrian facilities public rightsof-way, in order to identify any obstacles or barriers to accessibility that need to be addressed. The general categories of items to be evaluated include:
 Communications, Information & Facility Signage.
 Building Facilities – these include offices, garages and other types of buildings.  Pedestrian Facilities (Pedestrian Circulation Routes / Pedestrian Access Routes) – these include sidewalks, curb ramps, bicycle/pedestrian trails, traffic control signals and bus stops (and/or other transit facilities) that are located within the City rights-of-way.

Public entities are required to provide an opportunity for interested persons, including individuals with disabilities or organizations representing individuals with disabilities, to participate in the self-evaluation process by submitting comments [28 CFR Sec. 35.105(b)].

Furthermore, a public entity that employs 50 or more persons is required, for at least three years following the completion of the self-evaluation, to maintain on file and make available for public inspection:
 A list of the interested persons consulted;
 A description of areas examined and any problems identified; and,  A description of any modifications made.

2.2. Process & Findings
In March 2013, the City of Dinuba completed a comprehensive self-evaluation of its pedestrian facilities within the public rights-of-way with regard to accessibility.

Detailed inventories and findings from this review are provided in Appendix B (existing sidewalks), Appendix C (existing curb ramp evaluation), Appendix D (existing driveway evaluation), and Appendix E (existing transit evaluation). Since the initial evaluation, the City has performed periodic updates to these appendices to reflect the replacement or construction of ADA-compliant facilities completed through capital improvement and maintenance activities, including updates conducted in 2018 and most recently in 2024.

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Based on these periodic updates, the City considers the inventories, data, and findings contained in this ADA Transition Plan to be substantially current and representative of existing field conditions at the time of plan adoption. The City will continue to maintain and update supporting inventories and appendices as accessibility improvements occur, and future comprehensive re-evaluations will be undertaken as necessary to support ongoing compliance with applicable ADA requirements and current accessibility standards.

An important component of the self-evaluation process is the identification of obstacles or barriers to accessibility and the corresponding modifications needed to address those conditions. The following sections summarize accessibility improvements that have been completed to date and identify remaining barriers the City intends to address through implementation of this ADA Transition Plan.

2.3. Communications, Information & Facility Signage – Pending selfevaluation Title II of ADA includes the following requirements regarding Communications.

General (28 CFR Sec. 35.160)
 A public entity shall take appropriate steps to ensure that communications with applicants, participants, and members of the public with disabilities are as effective as communications with others.
 A public entity shall furnish appropriate auxiliary aids and services where necessary to afford an individual with a disability an equal opportunity to participate in, and enjoy the benefits of, a program, service, or activity conducted by a public entity.
 In determining what type of auxiliary aid and service is necessary, a public entity shall give primary consideration to the requests of the individual with disabilities.

Information and Signage (28 CFR Sec. 35.163)
 A public entity shall ensure that interested persons, including persons with impaired vision or hearing, can obtain information as to the existence and location of accessible programs, services, activities, and facilities.  A public entity shall provide signage at all inaccessible entrances to each of its facilities, directing users to an accessible entrance or to a location at which they can obtain information about accessible facilities. The international symbol for accessibility shall be used at each accessible entrance of a facility.

Other examples of important communication items/devices include Accessible Pedestrian Signals (APS) used at intersections, and signs, pavement markings and other traffic control devices used to provide advance warning and positive guidance

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in the vicinity of construction, maintenance or utility work areas/zones that impact sidewalks, crosswalks or other pedestrian access routes. The Pedestrian Checklist and Considerations for Temporary Traffic Control Zones provides an overview of pedestrian-related considerations to enhance safety and accessibility for these types of situations. Appendix I of this Transition Plan provides additional information about communication items related to Pedestrian Facilities / Public Rights-of-Way.

2.4. Improvement Schedule
Moving forward, the City of Dinuba intends to address the following elements that communications, information, and facility signage will be evaluated and implemented as funding, staffing, and project opportunities allow. At this time, a formal implementation schedule has not been established; however, the City remains committed to incorporating accessibility upgrades into future maintenance, renovation, and capital improvement efforts to ensure continued progress toward ADA compliance. Building Facilities and Related Parking Lots/Facilities The City of Dinuba is responsible for the following buildings:
 Building 1 – Dinuba City Hall – 405 E El Monte Way, Dinuba, CA 93618  Building 2 – Dinuba Public Works Department – 1088 E Kamm Ave, Dinuba, CA 93618
 Building 3 – Dinuba Parks and Recreation Center – 1390 E. Elizabeth Way, Dinuba, CA 93618
 Building 4 – City of Dinuba Sportsplex – 201 N. Uruapan Drive, Dinuba, CA 93618  Building 5 – City of Dinuba Police Department – 680 S Alta Ave, Dinuba, CA 93618
 Building 6 – City of Dinuba Fire Department – 496 E Tulare St., Dinuba, CA 93618  Various parks and recreational areas throughout the city.  Building 7 - Transit Center
 Building 8 - Senior Center
 Building 9 - College Park Community Center
 Building 10 - Training Center
 Building 11 - Waste Water Facility

2.5. Pedestrian Facilities / Public Rights-of-Way
As part of the self-evaluation process, City of Dinuba has conducted an inventory and evaluation of pedestrian facilities within its public rights-of-way, which consist of the following:
 179.2 miles of sidewalks
 1,484 curb ramps
 591 crosswalks

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 23.8 miles of bicycle/pedestrian trails
 2,500 traffic control signs
A detailed evaluation of these pedestrian facilities with regard to accessibility compliance is provided in Appendix F, and will be updated annually or, every 5 years.

2.6. Previous Practices
Since the adoption of the first ADA Transition Plan, the City of Dinuba has strived to provide accessible pedestrian features as part of the City’s Capital Improvement Projects. As additional information was made available regarding the methods of providing accessible pedestrian features, the City updated its procedures to accommodate these methods.

In recent years, the City has implemented the following accessibility improvements  North Dinuba Infrastructure Improvements Project (Ramps and Sidewalks)  Kern Street Storm Drain Improvements Project (Ramps and Sidewalks)  Alta/Nebraska Avenue Roundabout Project (Eliminated signal and put in a Roundabout with accessible facilities).
 Safety Improvements at various locations. (RRFB’s and bike lanes)  FY 22/23 Street Reconstruction Project (Ramps and Sidewalks)  Dinuba Police Department Parking Lot Expansion (Driveway, Sidewalk, and Ramps)South College Avenue SJVRR Crossing Improvements (ADA Enhancements)
 Kamm/Greene Avenue Safety Improvements (Ramps and RRFBs)  Replacement of Ramps at H and Fresno Streets.
 Replacement of Ramps at Merced and I Street
 Replacement of Ramps at Saginaw and Lincoln Avenue
 Kamm Avenue from RR to Crawford Sidewalk Project
 Kamm Avenue and Alta Avenue Roundabout Project (Ramps)  2023 Road Repair and Accountability Act (RRAA) – Project 2 (Ramps)  Fire Department Training Facility Project (Drive approach)  New Starbucks on El Monte Way at Mercantile Row Shopping Center (Ramp)  New Dutch Bros on El Monte Way (Drive approach)
 New Habit on El Monte

2.7. Methodology
City of Dinuba will utilize two methods for upgrading pedestrian facilities to current ADA standards per current PROWAG and the State of California Building Code. The first and most comprehensive method is through scheduled street and utility improvement projects. All pedestrian facilities impacted by these projects will be

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upgraded to current ADA accessibility standards, PROWAG and the State of California Building Code sections related to accessibility. All facilities that are not compliant are shown in Appendix B, C, D, E.

The second method is through specific sidewalk and ADA accessibility improvement projects that are identified individually. These projects will be incorporated into the Capital Improvement Program (CIP) on a case-by-case basis as determined by City of Dinuba staff.

2.8. Policy
The City of Dinuba is committed to continuing the incorporation of accessible pedestrian design features within its capital improvement and maintenance activities. The City generally relies on the City of Dinuba Public Improvement Standards (2023), applicable guidance from PROWAG, relevant accessibility These resources will continue to be reviewed and updated as appropriate to reflect current best management practices at the local, state, and national levels.

Rather than following a fixed or formalized implementation schedule, the City will address accessibility needs through an ongoing and responsive process. The City will consider accessibility improvement requests as they are identified and will implement reasonable improvements in coordination with overall transportation priorities, available funding, and project opportunities. The City will also continue to coordinate with external agencies, as applicable, to support ADA-compliant design of new or altered pedestrian facilities within City jurisdiction to the maximum extent feasible.

Routine maintenance of pedestrian facilities within the public right-of-way will continue in accordance with existing City practices. Typical activities that support accessibility include sidewalk repairs, renewal of crosswalk markings, and maintenance or replacement of signal hardware. Additional information regarding maintenance practices is provided in Appendix A.

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Members of the public may submit accessibility concerns or requests for improvement to the City’s ADA Title II Coordinator using the contact information provided in Appendix H.

2.9. Priority Areas
City of Dinuba has established an ADA Project Priority List based upon the areas served. The Priority List identifies areas that will be given priority when establishing the yearly Capital Improvement Plan for the ADA Projects. The Priority List is as follows:
 First Priority: School and Transit Facilities
 Second Priority: Access to Government Facilities
 Third Priority: Commercial Areas
 Fourth Priority: Residential Areas
Although a pedestrian facility may lie within one of the lower priority areas, the pedestrian facilities will be improved when the City performs improvements to the street on which the pedestrian facilities are located.

Additional priority will be given to any location where an improvement project or alteration was constructed after January 26, 1991, and accessibility features were omitted.

2.10. External Agency Coordination
Many other agencies are responsible for pedestrian facilities within the jurisdiction of the City of Dinuba. The City will coordinate with those agencies to assist with identifying and facilitating the elimination of accessibility barriers along their routes.

2.11. Improvement Schedule
City of Dinuba has established the following schedule of goals for improving the accessibility of its pedestrian facilities within the City jurisdiction:
 Within 20 years (2025 to 2040), 100% of all ADA ramp pedestrian facility features (including those constructed on or before January 26, 1991) within the City downtown area are to be ADA compliant.
 Within 20 additional years (2040 to 2055), 100% of all ADA parking facilities of the City downtown area are to be ADA compliant.

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3. Public Outreach
The City of Dinuba recognizes that public participation is an important component of ADA planning and implementation. At the time of preparation of this ADA Transition Plan update, the City has not conducted formal public outreach specific to accessibility planning or development of this Transition Plan. The City acknowledges the importance of engaging individuals with disabilities, community organizations, and other stakeholders in identifying barriers to accessibility and establishing priorities for improvement.

Moving forward, the City intends to incorporate public outreach into future ADA planning efforts, capital improvement programming, and accessibility evaluations.

Anticipated outreach activities may include publicly noticed meetings, stakeholder coordination, community engagement events, and opportunities for written or electronic public comment. Documentation of outreach activities—such as meeting agendas, sign-in sheets, presentation materials, and descriptions of notification methods—will be maintained by the City and incorporated into future updates of this ADA Transition Plan, as applicable.

In addition to formal outreach, the City will continue to provide the public with the opportunity to submit accessibility concerns or requests for improvement directly to the ADA Title II Coordinator. These requests will serve as an ongoing source of community input to help guide accessibility priorities and implementation efforts.

3.1. Summary of Public Comments
Because formal public outreach has not yet been conducted for this ADA Transition Plan update, no public comments have been received to date. A summary of public comments, along with corresponding City responses, will be documented in future updates following completion of outreach activities.

3.2. Public Notice of ADA Requirements and Grievance Procedure In accordance with the Americans with Disabilities Act, the City of Dinuba maintains a public notice describing ADA rights and protections and has established a grievance procedure to provide for the prompt and equitable resolution of accessibility-related complaints. These materials are provided in Appendix A and remain available to the public.

3.3 Progress Monitoring and Transition Plan Management
This ADA Transition Plan is intended to function as a living document that will be reviewed and updated periodically as conditions, priorities, and available resources evolve. Future substantive updates to the plan will include opportunities for public

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review and comment as part of the City’s commitment to meaningful public participation in accessibility planning.

Signed:

ADA Title II Coordinator Date
Author

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Appendix A – Public Notice of ADA Requirements and Grievance Policy and Procedure
As required by the Americans with Disabilities Act, the City has posted the following notice outlining its responsibilities with regard to ADA compliance.

Public Notice
In accordance with the requirements of Title II of the Americans with Disabilities Act of 1990, City of Dinuba will not discriminate against qualified individuals on the basis of disability in City’s programs, services, or activities.

Employment: The City does not discriminate on the basis of disability in its hiring or employment practices and complies with all regulations promulgated by the U.S. Equal Employment Opportunity Commission under Title I of the Americans with Disabilities Act (ADA).

Effective Communication: The City will generally, upon request, provide appropriate aids and services leading to effective communication for qualified persons with disabilities so they can participate equally in the City’s programs, services and activities, including qualified sign language interpreters, documents in Braille, and other ways of making information and communications accessible to people who have speech, hearing or vision impairments.

Modifications to Policies and Procedures: The City will make all reasonable modifications to policies and procedures to ensure that people with disabilities have an equal opportunity to enjoy all City programs, services and activities. For example, individuals with service animals are welcomed in City offices, even where pets are generally prohibited.

Anyone who requires an auxiliary aid or service for effective communication, or a modification of policies or procedures to participate in a City program, service or activity, should contact the office of the ADA Coordinator as soon as possible but no later than 48 hours before the scheduled event: Anna Santillan, ADA Coordinator, 1088 E.

Kamm Ave., Dinuba, CA 93618, 559-591-5924 or [email protected].

The ADA does not require the City to take any action that would fundamentally alter the nature of its programs or services or impose an undue financial or administrative burden.

The City will not place a surcharge on a particular individual with a disability or any group of individuals with disabilities to cover the cost of providing auxiliary aids/services or reasonable modifications of policy, such as retrieving items from locations that are open to the public but are not accessible to persons who use wheelchairs.

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ADA Complaint / Grievance Form
(Title II of the Americans with Disabilities Act of 1990) The City of Dinuba is committed to ensuring that no qualified individual with a disability is excluded from participation in, denied the benefits of, or subjected to discrimination under any City program, service, or activity.

If you believe you have been discriminated against on the basis of disability, you may file a grievance using this form.

SECTION I – COMPLAINANT INFORMATION
Name:

Address:

City: State: Zip:

Telephone (Home/Cell):

Telephone (Work):

Email Address:

Do you require this form or future communications in an accessible format? ☐ No ☐ Yes (please specify)
☐ Large Print ☐ TTY/TDD ☐ Audio ☐ Electronic Format ☐ Other:

SECTION II – REPRESENTATION (If Applicable)
Are you filing this complaint on your own behalf?
☐ Yes (If yes, proceed to Section III) ☐
No If no, provide the following:

Name of Individual:

Relationship:

Have you obtained permission from this individual? ☐ Yes ☐ No Representative Address:

Representative Telephone:

Representative Email:

SECTION III – COMPLAINT DETAILS
Please provide a detailed description of the alleged discrimination. Include dates, locations, names of individuals involved, and the program, service, or activity in question.

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Location of Incident (facility, address, department, program, etc.):

Date(s) of Incident:

What remedy or corrective action are you
seeking?
SECTION IV – PRIOR COMPLAINTS
Have you previously filed an ADA complaint with the City of Dinuba? ☐ Yes ☐ No
If yes, provide:

Date Filed:

Contact Person:

Telephone Number:

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SECTION V – OTHER AGENCIES OR COURTS
Have you filed this complaint with any other federal, state, or local agency or court? ☐ Yes ☐ No
If yes, check all that apply and provide details:
☐ Federal Agency:
☐ State Agency:
☐ Local Agency:
☐ Federal Court:
☐ State Court:
☐ Other:

Contact Person (if known):

Agency Address:

Telephone:

SECTION VI – SIGNATURE
I certify that the information provided in this complaint is true and correct to the best of my knowledge.

Signature:

Printed Name:

Date:

SUBMISSION INFORMATION
Anna Santillan
ADA Coordinator
City of Dinuba
1088 E Kamm Ave.

Dinuba, CA 93618
Phone: 559-591-5924
Email: [email protected]

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ADA Complaint Process
In compliance with the U.S. Department of Transportation Americans with Disabilities act (ADA) of 1990 (49 CFR Parts 27, 37, 38, and 39), and Section 504 of the Rehabilitation Act of 1973, as amended, City of Dinuba ensures its services, vehicles, and facilities are accessible to and usable by individuals with disabilities. Anyone who believes he or she has been discriminated against on the basis of disability may file an ADA complaint.

Any complaint alleging an ADA violation should be made using the provided Grievance Form. Complaints may also be submitted by email provided the person submitting the complaints writes the words “ADA Grievance” in the subject line.

1. If the complainant is unable to write a complaint, a representative may file one on his or her behalf, or City of Dinuba staff will provide assistance.

Complaints must be filed within 60 calendar days of the alleged incident.

2. The Public Works Department will contact the complainant within 15 business days of receipt of the complaint. Any requested information must be received within 5 days of the request.

3. City of Dinuba will begin the investigation within 15 business days of receipt of the complaint if the alleged discrimination is found to be in violation of ADA regulations.

4. An investigation into a complaint will be conducted and documented to determine whether City of Dinuba failed to comply with ADA regulations.

5. City of Dinuba will complete the investigation within 6- calendar days of receipt of the complaint. If additional time is needed for the investigation, the complainant will be notified.

6. City of Dinuba will promptly communicate its response to the complainant including its reasons for the response. The complainant will have 5 business days to file an appeal. If no appeal is filed, the complaint will be closed.

City of Dinuba will process and investigate all complaints that meet the requirements of ADA discrimination. If the complainant fails to provide required information within the required timeframe, the complaint will be closed.

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Sample Grievance Policy and Procedure (Source: www.ada.gov) City of Dinuba
Grievance Policy and Procedure under the Americans with Disabilities Act This Grievance Policy and Procedure is established to meet the requirements of the Americans with Disabilities Act of 1990 ("ADA"). It may be used by anyone who wishes to file a complaint alleging discrimination on the basis of disability in the provision of programs, services, activities, or benefits by the City of Dinuba. The City's Personnel Policy governs employment-related complaints of disability discrimination.

No person shall be subjected to retaliation, intimidation, coercion, or discrimination for filling a grievance or participating in the grievance process.

The complaint should be in writing and contain information about the alleged discrimination such as name, address, phone number of complainant and location, date, and description of the problem. Alternative means of filing complaints, such as personal interviews or a tape recording of the complaint, will be made available for persons with disabilities upon request.

The complaint should be submitted by the grievant and/or his/her designee as soon as possible but no later than 60 calendar days after the alleged violation to:

Anna Santillan ADA Coordinator
1088 E. Kamm Ave., Dinuba, CA 93618 | 559-591-5924 | [email protected] Within 15 calendar days after receipt of the complaint, the Public Works Director and ADA Coordinator or her designee will review and respond in writing, and where appropriate, in a format accessible to the reporting party, such as large print, Braille, or audio tape.

The response will explain the position of the City of Dinuba and offer options for substantive resolution of the complaint.

The ADA coordinator may take appropriate interim measures to address alleged discrimination or accessibility barriers while the complaint is under review, where necessary to prevent continued harm or ensure access to the City programs, services, or activities
If the response by the Public Works Director and ADA Coordinator or her designee does not satisfactorily resolve the issue, the complainant and/or her designee may appeal the decision within 15 calendar days after receipt of the response to the Public Works Director or assigned designee.

To ensure an impartial review, the appeal will be reviewed by the Public Works Director

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or an assigned designee who was not directly involved in the initial review or decision of the compliant. If the ADA Coordinator reports to the Public Works Director, the city may assign an alternative qualified official to conduct the appeal review to avoid any perceived conflict of interest.

Within 15 calendar days after receipt of the appeal, the Public Works Director or assigned designee will review and respond in writing, and, where appropriate, in a format accessible to the reporting party, with a final resolution of the complaint.

All written complaints received by the ADA Coordinator or her designee, appeals to the Public Works Director or assigned designee, and responses from these two offices will be retained by the City of Dinuba for at least three years.

This grievance procedure shall be posted on the City’s official website and made available at City Hall, public counters, recreation centers, and other public facilities to ensure public awareness and accessibility.

This grievance procedure does not prevent an individual from filing a complaint with the U.S. Department of Justice of pursing other remedies available under federal or state law.

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Appendix B – Existing Sidewalk Evaluation

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Appendix C – Existing Curb Ramp Evaluation

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CITY OF DINUBA – ADA TRANSITION REPORT
Page | 28
Appendix D – Existing Drive Approach Evaluation

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CITY OF DINUBA – ADA TRANSITION REPORT
Page | 29
Appendix E – Schedule and Budget
Curb Ramp
Driveway Approach Residential
Item Assumed
QTY
Unit $/Unit Extension
Drive Approach 120 S.F. $48.00 $5,760.00
Curb & Gutter 30 L.F. $40.00 $1,200.00
Sidewalk 136 S.F. $15.00 $2,040.00
Approximate Cost: $9,000.00
Driveway Approach Commercial
Sidewalk 145 S.F. $25.10 $3,640.00
Approximate Cost: $15,000.00
Item Assumed
QTY
Unit $/Unit Extension
Sidewalk 224 S.F. $13.50 $3,025.00
Curb & Gutter 45 L.F. $35.00 $1,575.00
Ramp 90 S.F. $60.22 $5,400.00
Approximate Cost: $10,000.00
Item Assumed
QTY Unit $/Unit Extension
Drive Approach 128 S.F. $80.00 $10,240.00
Curb & Gutter 32 L.F. $35.00 $1,120.00

CITY OF DINUBA – ADA TRANSITION REPORT
Page | 30
Item Assumed
QTY
Unit $/Unit Extension
Assumed 4.5 Width 1 L.F. $120.00 $120.00
Approximate Cost: 120.00
Sidewalk
Note: The Engineer’s Estimate includes all design, inspection, testing, and construction costs required to construct the ADA compliant facilities shown above.

Overview
Based on the accessibility obstacles/issues identified through the self-evaluation process, and the need to implement improvements in order to comply with ADA accessibility standards, the City of Dinuba has prepared the following schedule and budget estimates.

Accessibility
Category
Projected Costs for Accessibility Improvements/Projects Estimated Sub-Totals
Year 1
(2025)
Year 2
(2026)
Yrs. 3 to 5
(2027 - 29)
Yrs. 6 to 10
(2030 - 34)
Yrs. 11 to 20
(2035 - 44)
Communication $0 $0 $0 $0 $0 $0
Building
Facilities2
$0 $0 $0 $0 $0 $0
Pedestrian
Facilities -
After
1/26/19913
$0 $0 $0 $0 $0 $0
Pedestrian
Facilities -
PriorityAreas4
$100,000 $100,000 $300,000 $500,000 $1,000,000 $2,000,000 Estimated Total Cost: $2,000,000

CITY OF DINUBA – ADA TRANSITION REPORT
Page | 31
As a severely disadvantaged community, the City of Dinuba is making a dedicated effort to address ADA compliance issues and related infrastructure needs with the resources available. Recognizing the limitations of local funding, the City actively pursues grant opportunities and leverages supplemental support from state and federal programs.

Discussion & Improvement Project Information
As indicated in the table on the previous page, the Estimated Total Cost associated with providing ADA accessibility within the categories of Communications, Building Facilities and Pedestrian Facilities is $1,000,000. This amount represents a significant investment that City of Dinuba is committed to making in the upcoming years. A systematic approach to providing accessibility will be taken in order to accommodate this cost within the City’s budget for accessibility improvements.

CITY OF DINUBA – ADA TRANSITION REPORT
Page | 32
Scheduled Street and Utility Improvement Projects*
Last Updated: December 2025
Project / Location Estimated Budget Schedule
ATP Dinuba Street Improvement
Project
$14,500,000 Summer 2026
P Street Sewer Main Project $1,814,826.00 Summer 2026
CAL OES Storm Drain Improvements $5,983,500.00 Summer 2026 HSIP Phase 1 $907,500.00 Summer 2026
HSIP Phase 2 $483,000.00 Summer 2026
HSIP Phase 3 $688,200.00 Summer 2026
Nebraska Avenue Culvert Project $660,000.00 Summer 2026 Nebraska Avenue Widening Project $1,500,000.00 Summer 2026 El Monte Way/Road 56 Roundabout $7,706,000.00 Spring 2026 2026 Corridor $4,000,000.00 Summer 2026
EL Monte/Perry Roundabout 6,500,000.00 Summer 2027
El Monte/92 Roundabout 7,000,000.00 Summer 2028
Bike & Ped $2,000,000.00 Summer 2027
*All pedestrian facilities impacted by these projects will be upgraded to current ADA accessibility standards.

CITY OF DINUBA – ADA TRANSITION REPORT
Page | 33
Appendix F – Public Outreach
Public Outreach
At the time of preparation of this ADA Transition Plan update, the City of Dinuba has not conducted formal public outreach specific to accessibility planning or ADA Transition Plan development. The City recognizes the importance of public participation in identifying barriers to accessibility and ensuring that community needs are appropriately reflected in planning and implementation efforts.

Moving forward, the City intends to incorporate public outreach activities as part of future ADA planning, capital improvement programming, and accessibility evaluations.

Anticipated outreach efforts may include publicly noticed meetings, stakeholder coordination, community engagement events, and opportunities for written or electronic public comment. Documentation of future outreach activities—such as meeting agendas, sign-in sheets, presentation materials, and descriptions of notification methods—will be maintained by the City and incorporated into subsequent ADA Transition Plan updates, as applicable.

The City will also continue to provide the public with the opportunity to submit accessibility concerns or improvement requests directly to the ADA Title II Coordinator.

These requests will serve as an additional and ongoing form of community input to help guide accessibility priorities.

Summary of Public Comments
Because formal public outreach has not yet been conducted for this ADA Transition Plan, no public comments have been received to date. A summary of public comments and corresponding City responses will be documented in future updates following completion of outreach activities.

CITY OF DINUBA – ADA TRANSITION REPORT
Page | 34
Appendix G – Contact Information
ADA Title II Coordinator
Name: Anna Santillan
Job Title: ADA Coordinator
Office Address: 1088 E Kamm Ave., Dinuba, CA 93618
Phone: 559-591-5924
E-mail: [email protected]

CITY OF DINUBA – ADA TRANSITION REPORT
Page | 35
Appendix H – Agency ADA Design Standards and Improvement/ Compliance Procedures
ADA Resources and Design Standards
City of Dinuba Public Improvement Standards 2023
Federal Highway Administration (FHWA) - Civil Rights - ADA/Section 504 Americans with Disabilities Act Accessibility Guidelines (ADAAG) Public Rights-of-Way (PROWAG) Final Rule Effective September 7, 2023 2010 ADA Standards for Accessible Design
ADA Checklist for Existing Facilities
ADA Best Practices Tool Kit for State and Local Governments ADA Update: A Primer for State and Local Governments
California Manual of Uniform Traffic Control Devices
Americans with Disabilities Act of 1990, as Amended (2008) Title 28 CFR Part 35 – Nondiscrimination on the Basis of Disability in State and Local Government Services
Improvement/Compliance Procedures
The challenge of dealing with physical or site constraints in alteration projects has been recognized by the authors of ADA accessibility standards for years. The Civil Rights Division of the U.S. Department of Justice has recognized that there could be instances where it might be technically infeasible to construct an alteration in full and strict compliance with ADA accessibility standards, because of physical or site constraints. In such circumstances, state and local agencies must provide accessibility to the maximum extent feasible. Before reaching a conclusion about technical infeasibility, state and local agencies need to consider the extent to which physical or site constraints could be addressed by alternative designs. The burden of proving technical infeasibility rests with the agency/owner that is responsible for the facility, element or feature.

Intersection Corners
The City will work in good faith to have curb ramps or blended transitions constructed or upgraded to achieve ADA compliance within all capital improvement projects. There may be limitations which make it technically infeasible for an intersection corner to achieve full accessibility within the scope of a project. If so, those limitations will be noted, and those intersection corners will remain on the transition plan. As future

CITY OF DINUBA – ADA TRANSITION REPORT
Page | 36
projects or opportunities arise, those intersection corners shall continue to be incorporated into future work. Regardless of whether full compliance can be achieved in all cases, each intersection corner shall be made as compliant as possible in accordance with the judgment of City staff.

Sidewalks / Trails
The City will work in good faith to have sidewalks and bicycle/pedestrian trails constructed or upgraded to achieve ADA compliance within all capital improvement projects. There may be limitations which make it technically infeasible for segments of sidewalks or trails to achieve full accessibility within the scope of a project. If so, those limitations will be noted, and those segments will remain on the transition plan. As future projects or opportunities arise, those segments shall continue to be incorporated into future work. Regardless of whether full compliance can be achieved in all cases, each sidewalk or trail shall be made as compliant as possible in accordance with the judgment of City staff.

Traffic Control Signals
The City will work in good faith to have traffic control signals constructed or upgraded to achieve ADA compliance within all capital improvement projects. There may be limitations which make it technically infeasible for individual traffic control signal locations to achieve full accessibility within the scope of a project. If so, those limitations will be noted, and those locations will remain on the transition plan. As future projects or opportunities arise, those locations shall continue to be incorporated into future work.

Regardless of whether full compliance can be achieved in all cases, each traffic signal control location shall be made as compliant as possible in accordance with the judgment of City staff.

Other Transit Facilities
Additional transit facilities are present within the limits of the City of Dinuba. Those facilities fall under the jurisdiction of Tulare County Regional Area Transit Agency (TCRT).

City of Dinuba will work with Tulare County Regional Area Transit Agency (TCRT)to address compliance with the applicable accessibility standards.

Other policies, practices, programs, services and activities The City’s other policies, practices, programs, services and activities not identified in this document will follow the applicable ADA standards.

CITY OF DINUBA – ADA TRANSITION REPORT
Page | 37
Appendix I – City Public Improvement Standards
https://www.dinuba.org/images/docs/forms/dinuba_public_improvement_standards.pdf

CITY OF DINUBA
1088 KAMM AVE.

DINUBA, CA 93618
(559) 591-5921

PUBLIC IMPROVEMENT STANDARDS
2023

PLANNING & DEVELOPMENT

1 TABLE OF CONTENTS

SECTION

CITY IMPROVEMENTS
DRAWING NO. TITLE
C - 1 VALLEY GUTTER - CURB RETURN
C - 2 ALLEY - VALLEY GUTTER
C - 3 CURB RAMP (1 OF 2)
C - 4 CURB RAMP (2 OF 2)
C - 5 MEDIAN CURB
C - 6 DECORATIVE CURB, GUTTER & SIDEWALK
C - 7 SIDEWALK UNDERDRAIN PIPE - EXISTING CURB AND GUTTER C - 8 SIDEWALK UNDERDRAIN PIPE
C - 9 CURB, GUTTER & SIDEWALK
C - 10 ROLL TYPE CURB & GUTTER
C - 11 RESIDENTIAL DRIVE APPROACH
C - 12 COMMERCIAL DRIVE APPROACH
C - 13 TYPICAL DRIVE APPROACH LOCATION
C - 14 EXISTING CURB REMOVAL

ELECTRICAL IMPROVEMENTS

LANDSCAPE IMPROVEMENTS
DRAWING NO. TITLE
L - 1 LANDSCAPE DESIGN & CONSTRUCTION STANDARDS
L - 2 LANDSCAPE DESIGN & CONSTRUCTION STANDARDS
L - 3 LANDSCAPE DESIGN & CONSTRUCTION STANDARDS
L - 4 WALL MOUNTED CONTROLLER
L - 5 WALL MOUNTED CONTROLLER - INTERIOR
L - 6 DRIP FLUSH INDICATOR
L - 7 MAINLINE POINT OF CONNECTION (POC) FILTER
L - 8 1" BASKET DRIP FILTER/PRESSURE REGULATOR
L - 9 GROUNDING PLATE AND LIGHTNING ARRESTOR
L - 10 BUBBLER/EMITTER ON ROOT BALL LAYOUT
1 2
3 DRAWING NO. TITLE
E - 1 STREETLIGHT
E - 2 DECORATIVE STREETLIGHT
E - 3 SOLAR STREETLIGHT
E - 4 STREETLIGHT CONCRETE PULL BOXES
E - 5 STREETLIGHT POLE NUMBERING
E - 6 STREETLIGHT PLACEMENT - CUL-DE-SACS
E - 7 STREETLIGHT PLACEMENT - LOCAL STREET
E - 8 STREETLIGHT PLACEMENT - COLLECTOR STREET
E - 9 STREETLIGHT PLACEMENT - DIVIDED ARTERIAL STREETS

2 DRAWING NO. TITLE
L - 11 BUBBLERS/EMITTERS ON ROOT BALL
L - 12 POP UP SPRAY HEAD ON SLOPE
L - 13 ROTOR SPRAY HEAD ON SLOPE
L - 14 POP UP SPRAY HEAD
L - 15 ROTOR SPRAY HEAD
L - 16 IRRIGATION TRENCHING
L - 17 PIPE AT PAVEMENT
L - 18 VALVE BOX LAYOUT
L - 19 SPLICE BOX
L - 20 WATER HAMMER ARRESTOR
L - 21 MAINLINE STUB OUT
L - 22 HYDROMETER
L - 23 MASTER VALVE
L - 24 QUICK COUPLER VALVE
L - 25 MASTER VALVE & FLOW SENSOR LAYOUT
L - 26 FLOW SENSOR
L - 27 GATE VALVE AND ANCHOR
L - 28 2-WIRE IRRIGATION CONNECTIONS
L - 29 2-WIRE REMOTE CONTROL VALVE
L - 30 HYDROMETER LAYOUT
L - 31 1" AIR RELEASE VALVE
L - 32 8" CONCRETE MOW STRIP
L - 33 ROOT BALL SHAVING
L - 34 CROWN OBSERVATION - MULTI
L - 35 CROWN OBSERVATION - HIGH BRANCHED
L - 36 ROOT OBSERVATION - CONTAINER
L - 37 GROUNDCOVER
L - 38 SHRUB - UNMODIFIED SOIL
L - 39 SHRUB ON SLOPE (5% TO 50%)
L - 40 TREE WITH BERM
L - 41 TREE ON SLOPE (5% TO 50%)
L - 42 VINE - UNMODIFIED SOIL
L - 43 TREE STAKING - SINGLE METAL STAKE
L - 44 TREE PROTECTION
L - 45 WATERING MATURE TREES
L - 46 LINEAR ROOT BARRIERS - PARKING LOT ISLANDS
L - 47 LINEAR ROOT BARRIERS

TABLE OF CONTENTS

SECTION
LANDSCAPE IMPROVEMENTS 3

3 TABLE OF CONTENTS
DRAWING NO. TITLE
P - 1 PARKING LOT PAVEMENT STANDARDS
P - 2 STREET CROSS-SECTION
P - 3 STREET WITH MEDIAN CROSS-SECTION
P - 4 TYPICAL COMMERCIAL, INDUSTRIAL, AND RESIDENTIAL CUL-DE-SAC P - 5 STREET KNUCKLE CONNECTIONS
P - 6 CROSSWALK MARKINGS
P - 7 STOP BAR MARKING AND STOP SIGNS LOCATION
P - 8 STREET SIGN STANDARD (1 OF 2)
P - 9 STREET SIGN INSTALLATION (2 OF 2)
P - 10 TYPE-A STREET INTERSECTION & CURVE RADIUS SURVEY MONUMENT P - 11 TIMBER BARRICADE
P - 12 STREET NAME SIGN LOCATION
P - 13 DECORATIVE CONCRETE MEDIAN

SECTION
STREET IMPROVEMENTS 5

SECTION

MISCELLANEOUS IMPROVEMENTS
DRAWING NO. TITLE
M - 1 GALVANIZED STEEL BOLLARD
M - 2 TYPICAL FIRE HYDRANT BOLLARD LOCATION
M - 3 TRASH BIN BLOCK ENCLOSURE
M - 4 TRASH ENCLOSURE GATE DETAIL
M - 5 CHAIN LINK FENCE DETAIL
M - 6 ELEVATION BENCHMARK DETAILS
M - 7 PROPERTY MONUMENT DETAILS
M - 8 TYPICAL PARKING LOT DESIGN & LANDSCAPE
M - 9 ACCESSIBLE PARKING
M - 10 ACCESSIBLE PARKING SIGN
M - 11 INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) INSTALLATION M - 12 MASONRY BLOCK WALL/FENCE
M - 13 PIPE SUPPORTS ACROSS TRENCHES
M - 14 SHALLOW PIPE BACKFILL
M - 15 TYPICAL LOT DRAINAGE WITH PARK STRIPS SHOWN
M - 16 SATELLITE ASSEMBLY (CONTROLLER)
M - 17 LOT LINE GRADING STANDARD
M - 18 WHEEL STOP
4

4 SANITARY SEWER SYSTEM
DRAWING NO. TITLE
SS - 1 SEWER AND WATER SERVICE PROPERTY LOCATIONS
SS - 2 WATER MAIN AND SANITARY SEWER MAIN SEPARATION (SHEET 1 OF 2) SS - 3 WATER MAIN AND SANITARY SEWER MAIN SEPARATION (SHEET 2 OF 2) SS - 4 INVERT PLANS OF STANDARD MANHOLES
SS - 5 SANITARY SEWER MANHOLE
SS - 6 SANITARY SEWER DROP MANHOLE
SS - 7 SANITARY SEWER DROP MANHOLE - CLAMPING BRACKET
SS - 8 SEWER LATERALS
SS - 9 MANHOLE FRAME AND COVER
SS - 10 SEWER CLEANOUT
SS - 11 ECCENTRIC MANHOLE
SS - 12 COMMERCIAL AND INDUSTRIAL GREASE TRAP
SS - 13 SEWER LATERAL SERVICE CONNECTION INTO EXISTING SEWER MAIN

TABLE OF CONTENTS

SECTION
7 SECTION
STORM DRAIN SYSTEM 6
DRAWING NO. TITLE
SD - 1 TYPE 'A' CATCH BASIN 42" CURB INLET AND 42" BASIN SD - 2 TYPE 'B' CATCH BASIN 48" CURB INLET AND 48" X 36" BASIN SD - 3 TYPE 'C' CATCH BASIN 24" DIAMETER INLET DRAIN PIPE SD - 4 TYPE 'D' CATCH BASIN STANDARD FLAT GRATE
SD - 5 DOUBLE TYPE 'D' INLET (SHEET 1 OF 2)
SD - 6 DOUBLE TYPE 'D' INLET (SHEET 2 OF 2)
SD - 7 TYPE 'E' INLET - TEMPORARY WITH CURB FACE OPENING SD - 8 TYPE 'E' & 'G' 7' CURB INLET
SD - 9 TYPE 'E' & 'G' INLET OPENING DETAIL
SD - 10 MANHOLE FRAME AND COVER FOR TYPE 'E' & 'G' INLET SD - 11 STORM DRAIN MANHOLE
SD - 12 CATCH BASIN GRATE
SD - 13 "CHRISTY" U SERIES CATCH BASINS
SD - 14 TOP EDGE CHOICES FOR CATCH BASIN AND/OR GRATE RING SD - 15 OUTFALL STRUCTURE TYPE 'A'
SD - 16 FENCE CAGE FOR OUTFALL STRUCTURE TYPE 'A'
SD - 17 DESIGN TABLE FOR OUTFALL STRUCTURE TYPE 'A'
SD - 18 OUTFALL STRUCTURE TYPE 'B'
SD - 19 OUTFALL STRUCTURE TYPE 'B' REINFORCEMENT DETAILS SD - 20 FENCE CAGE FOR OUTFALL STRUCTURE TYPE 'B'
SD - 21 DESIGN TABLE FOR OUTFALL STRUCTURE TYPE 'B'

5 DRAWING NO. TITLE
W - 1 EXISTING WELL ABANDONMENT
W - 2 WATER BLOW-OFF
W - 3 THRUST BLOCK
W - 4 BACKFLOW DEVICE AND FIRE DEPARTMENT CONNECTION
W - 5 FIRE HYDRANT INSTALLATION
W - 6 FIRE HYDRANT PAVEMENT MARKER LOCATION
W - 7 FIRE HYDRANT LOCATION - SIDEWALK
W - 8 WATER VALVE, WELL, AND COVER
W - 9 1" RESIDENTIAL WATER SERVICE
W - 10 1.5" & 2" RESIDENTIAL WATER SERVICE
W - 11 COMMERCIAL 3-MANIFOLD WATER SERVICE
W - 12 2" COMMERCIAL WATER SERVICE
W - 13 4" TURBO WATER SERVICE
W - 14 6" TURBO WATER SERVICE
W - 15 3/4" TO 2" REDUCED PRESSURE PRINCIPAL BACKFLOW PREVENTERS W - 16 WATER VALVE
W - 17 TRENCH DETAIL
W - 18 WATER SAMPLE STATION (SHEET 1 OF 2)
W - 19 WATER SAMPLE STATION (SHEET 2 OF 2)
W - 20 PRESSURE VACUUM BREAKER BACKFLOW PREVENTER INSTALLATION W - 21 COMPOUND OR TURBINE METER SETTING WITH REDUCED PRESSURE DEVICE W - 22 DOUBLE CHECK VALVE
W - 23 APPROVED PORTABLE WATER TRANSPORT BACKFLOW PROTECTION W - 24 EQUIPMENT COVERS
W - 25 WATER MAIN INTERSECTION CONNECTIONS
W - 26 LOCATIONS OF UTILITY MAINS
W - 27 LOCATIONS FOR UNDERGROUND CONDUITS & PIPES IN RESIDENTIAL AREA CITY STREETS

TABLE OF CONTENTS

SECTION
WATER SYSTEM 8

1. VALLEY GUTTER SHALL BE CLASS "3" CONCRETE (6 SACK MINIMUM).

2. COMPACT SUBGRADE TO 95% RELATIVE COMPACTION, PER ASTM D1557 AND TEST METHOD CAL216.

3. WIDER CROSS GUTTER MAY BE REQUIRED, AS DIRECTED BY THE CITY ENGINEER.

4. THE VALLEY GUTTER SHALL HAVE A MINIMUM SLOPE OF 0.003 IN THE DIRECTION OF FLOW.

5. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE SPECIFICATIONS ENTITLED "STANDARD SPECIFICATIONS STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION", APPROVED CURRENT EDITION.

6. EXPANSION JOINTS SHALL BE CONSTRUCTED AT EVERY 30' OR AS DIRECTED BY THE CITY ENGINEER.

7. AN ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE WITHIN THE CITY OF DINUBA RIGHT OF WAY.8. BEARING SOIL SHALL BE COMPACTED TO 95% RELATIVE COMPACTION AS DETERMINED BY A.S.T.M. D-1557 TO A DEPTH OF 1.0 BELOW CROSS GUTTERS.

9. ALL CROSS GUTTER LOCATIONS AND SIZES ARE TO BE APPROVED BY THE CITY ENGINEER.

PLAN VIEW
3' 3'
1/4" ABOVE
GUTTER LIP, MAX.

COMPACTED SUBGRADE
(SEE NOTE 2)
#4 REBAR @ 24" O.C. (TYP.)
8"9"

SECTION A-A
R=20' (TYP.)

CURB RAMP SEE
CITY STD. C-3

CURB ANDGUTTER

WARP SURFACE TO

MEET GUTTER

FLOWLINE GRADES

GUTTER FLOWLINE TO

EXTEND INTO INTERSECTION
AA

EXISTING SURFACE

SAWCUT EDGE PRIOR

TO REPAVING
#4 REBAR @ 45° (TYP.)
#4 REBAR HORIZ. 18" O.C. CONSTRUCT DEEP JOINT AND INSTALL BREAK REBAR AND INSTALL SMOOTH DOWELS

1.5"
2" CLR. (TYP.)
#4 REBAR VERT. 24" O.C.
#4 REBAR @ 18" O.C. (TYP.)
NOTES:

PARK STRIP
(IF USED)

PARK STRIP
(IF USED) FLOW
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
C-1

PUBLIC IMPROVEMENT STANDARDS

VALLEY GUTTER -

CURB RETURN
01/24/2023

1. CONCRETE SHALL BE TYPE "A" (6 SACK MINIMUM)

2. REBAR SHALL HAVE A MINIMUM OF 2" OF CLEAR COVERAGE
1'-6"
1-1/2"
NOTES:

VALLEY GUTTER CROSS -SECTION
8" THICK AGG. BASE (CLASS 2)
@ 95% MIN. RELATIVE

COMPACTION
3 - #4 REBAR CONT. TOOL EDGE
#4 REBAR 24" O.C.
6"
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
C-2

PUBLIC IMPROVEMENT STANDARDS

ALLEY - VALLEY GUTTER

A
A
B
B
5' MIN.

1.5%
MAX.

1.5%
MAX.
8%
MAX.
8%
MAX.
6" MIN. HEIGHT

RETAINING CURB

CROSSWALK
(WHERE PRESENT)
BC
BC

1.5%
MAX.

4.5%
MAX.
6" 5' MIN. 4' MIN.
6"
6" MIN.

RETAINING CURB
3-1/2" NO LIP FLUSH

W/GUTTER
NO LIP

FLUSH WITH GUTTER

1.5%
MAX. 8%
MAX.

4.5%
MAX.
4' MIN. 8' MIN. 4' MIN.
3-1/2"

1.5%
MAX.

1.5%
8%
MAX.

4.5%
MAX.
8'

INSTALLATION OF

TRUNCATED

DOMES SHALL

FOLLOW CITY
STD. C-4
24" MIN.
8%
MAX.

CROSSWALK
(WHERE PRESENT)

CROSSWALK
(WHERE PRESENT)
MAX. 8%

CROSSWALK
(WHERE PRESENT
BW
EC
5' MIN.

0.5'
VARIES
36"

SECTION B-B
TYPE I

SECTION A-A

TYPE II
EC
BW
4' MIN.
4' MIN.
4' MIN.

4.5%
MAX.
4' MIN.

1.5%
MAX.

INSTALLATION OF

TRUNCATED DOMES

SHALL FOLLOW
CITY STD. C-4
4' MIN.
36"

DEEP JOINT
MAX.

CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
C-3

PUBLIC IMPROVEMENT STANDARDS
CURB RAMP (1 OF 2)

1. RAMP SHALL BE A MINIMUM OF 4' WIDE AND SHALL LIE, GENERALLY, IN A SINGLE SLOPED PLANE WITH A MINIMUM OF SURFACE WARPING AND CROSS SLOPE.

2. RAMP SLOPE SHALL NOT EXCEED 8%. FOR TYPE l RAMPS, THE SLOPE OF THE FLARED SIDES SHALL NOT EXCEED 8%.

3. TRANSITIONS FROM RAMPS AND LANDINGS TO SIDEWALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES.

4. THE SLOPE OF ADJOINING GUTTERS, ROAD SURFACE OR ACCESSIBLE ROUTE WITHIN 4' OF THE BOTTOM OF THE RAMP SHALL NOT EXCEED 4.5% SLOPE. THIS LANDING AREA SHALL BE THE FULL WIDTH OF THE RAMP. GUTTER PAN TRANSITIONING SHALL OCCUR OUTSIDE OF THIS LANDING AREA.

5. THE 4' CLEAR SPACE AT THE BOTTOM OF THE RAMP SHALL TERMINATE WITHIN THE INSIDE EDGE OF MARKED CROSSWALKS.

6. PROVIDE A LANDING AREA AT THE UPPER END OF THE RAMP OF AT LEAST 4' DEEP BY THE FULL WIDTH OF THE RAMP. THE UPPER LANDING AREA SHALL NOT EXCEED 1.5% SLOPE IN ANY DIRECTION.

7. SURFACE OF CURB RAMP AND FLARED SIDES SHALL HAVE A BROM FINISH TRANSVERSE TO THE CONTRASTING FINISH TO THAT OF ADJACENT SIDEWALK.

8. FOR TYPE I RAMPS, THERE SHALL BE A SEGMENT OF FULL-HEIGHT CURB AT LEAST 24" LONG ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSWALK.

NOTES:

TYPICAL SECTION A-A

0.2" HT.

2.3" MIN., 1.4"
MAX. (TYP)

2.3" MIN. -

2.4" MAX.
(TYP.)

2.3" MIN. -

2.4" MAX.
(TYP.)

1. RAMP SHALL HAVE A DETECTABLE WARNING THAT EXTENDS
36" IN THE DIRECTION OF TRAVEL AND EXTENDS THE FULL

WIDTH OF THE RAMP, EXCLUDING FLARED SIDES, INSIDE THE
RAMP BORDER.

2. DETECTABLE WARNINGS SHALL COMPLY WITH THE CURRENT
EDITION OF THE CALIFORNIA BUILDING CODE.

3. DETECTABLE WARNINGS SHALL BE SLIP-RESISTANT AND
CONSIST OF RAISED TRUNCATED DOMES.

4. THE DETECTABLE WARNING SHALL CONTRAST VISUALLY WITH

ADJOINING SURFACES, EITHER LIGHT-ON-DARK OR
DARK-ON-LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST
SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE.

DETECTABLE WARNING SURFACES SHALL BE YELLOW AND
APPROXIMATE 33538 OF SAE AMS-STD-595A.

5. THE TRUNCATED DOMES MAY BE CONSTRUCTED IN A VARIETY

OF METHODS, INCLUDING CAST-IN-PLACE OR STAMPED, OR
MAY BE A PART OF A PREFABRICATED SURFACE TREATMENT.

6. DETECTABLE WARNING SURFACES AT LOCATIONS OTHER

THAN CURB RAMPS, ISLANDS, OR CUT-THROUGH MEDIANS

SHALL DIFFER FROM ADJOINING SURFACES IN RESILIENCY OR

SOUND-ON-CANE CONTACT

7. WHERE INSTALLED IN A RADIAL PATTERN, TRUNCATED DOMES DETECTABLE WARNING DETAIL SHALL HAVE A CENTER-TO-CENTER SPACING OF 1.6"-2.4".

0.90" MIN., 0.92" MAX

AT BASE

0.45" MIN., 0.47" MAX
AT TOP

TAPERED EDGES

WHERE EXPOSED

0.65" MIN.

DETECTABLE WARNING NOTES
A A
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
C-4

PUBLIC IMPROVEMENT STANDARDS
CURB RAMP (2 OF 2)

5"
B B
* MEDIAN CURBS SHALL
HAVE 4" TOTAL BATTER
PLAN
2-#4 X 20" SMOOTH

REINFORCING BARS A

EXPANSION JOINTS A
AT 30' INTERVALS,
SEE NOTE 3

WEAKENED PLANE
JOINTS AT 10'
INTERVALS, SEE NOTE 4
12"
3"
10"
6"
R1/2"
#4 REBAR
R1/2"
14"
4"
9"
8"
6"
#4
REBAR
R1/2"
1/2" PRE-FORMED

EXPANSION JOINT
1/2" X 20" SMOOTH

REINFORCING BARS

ONE END OF SMOOTH REINFORCING

STEEL TO BUILDING PAPER,
GREASED OR 10" P.V.C. OR METAL

SLEEVE TO PERMIT MOVEMENT,
OR APPROVED EQUAL.

SECTION B-B
LANDSCAPE CURB STATE STANDARD B-1 FOR

CITY MEDIAN CURB

1. ALL CONCRETE WORK SHALL BE OF CLASS 'A' CONCRETE (6 SACK MIN.).

2. ALL CONCRETE SHALL HAVE A LIGHT BROOM FINISH.

3. EXPANSION JOINTS 1/2" WIDE SHALL BE INSTALLED IN CURB AT 30' INTERVALS, EXPANSION JOINTS FILLED SHALL

BE SHAPED TO THE CROSS SECTION OF THE CURB, JOINTS SHALL BE CONSTRUCTED AT RIGHT ANGLES TO BACK OF CURB.

4. WEAKENED PLANE JOINTS SHALL BE A MINIMUM DEPTH OF 1-1/2" TO 2" MIN. WITH A SCORING TOOL LEAVING THE EDGES ROUNDED.

NOTES:

SECTION A-A SECTION A-A
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
C-5

PUBLIC IMPROVEMENT STANDARDS

MEDIAN CURB

3-1/2"
4' MIN.
12"
SIDEWALK 1/2" (TYP.)
1-7/8"
1'-1"

SIDEWALK WIDTH AS DIRECTED BY

THE CITY ENGINEER
12" X 12" X 1-5/8"

PAVER TILE

EXAMPLE OF SIDEWALK MARKINGS
5' 5'
45°

1. ALL DECORATIVE CURB, GUTTER AND SIDEWALK SHALL BE CLASS "A" CONCRETE (6 SACK MIN.) COLOR: SAN DIEGO BUFF, DAVIS BRAND COLOR, BUILDERS CONCRETE BATCH NO. NK60170, OR APPROVED EQUAL.

2. MARKINGS ARE 5' X 5', "SALT" WITH MEDIUM "BROOM" FINISH. SQUARE MARKINGS TO BE AT 45° ANGLES.

3. PAVER TILE COLOR: STEP STONE, CLASSIC WALKS, CUSTOM COLOR NO. 1144, FORM FINISH, OR APPROVED EQUAL.

4. PAVER MORTAR COLOR: NATURAL COLOR, OR APPROVED EQUAL.

5. CONCRETE SHALL CONFORM TO THE PROJECT PLANS AND SPECIFICATIONS AND TO THE STATE SPECIFICATIONS.

NOTES:
12" X 12" X 1-5/8"

PAVER TILE

INSTALLATION OF CURB

AND GUTTER SHALL
FOLLOW CITY STD. C-9
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
C-6

PUBLIC IMPROVEMENT STANDARDS

DECORATIVE CURB,

GUTTER & SIDEWALK

6"
6"
D D
6"
6"
A
4" TYPICAL

1. PIPE SHALL BE ONE CONTINUOUS LENGTH WITH NO JOINTS FROM PROPERTY LINE TO CURB LINE.

2. MULTIPLE PIPES TO BE SET A MINIMUM DISTANCE OF D/2 APART. (SEE DETAIL ABOVE)

3. CONCRETE SHALL BE CLASS "A" CONCRETE (6 SACK MIN.)

4. PIPE SHALL BE SCH. 80 PVC.

5. WIRE MESH TO BE INSTALLED IN CONCRETE ABOVE DRAIN LINE.

6. PERMITTED SIZE AND NUMBER OF PIPES/TUBING TO BE BASED ON DRAINAGE AREA AND SHALL BE DETERMINE BY THE ENGINEER OF RECORD.

7. NO DRAIN ALL BE PERMITTED IN DRIVE APPROACH AREAS.

8. DRAINS SHALL BE ANGLED THROUGH SIDEWALK IN DIRECTION OF GUTTER FLOW.

NOTES:
4" SQUARE WIRE MESH

SHALL BE CENTERED ABOVE
PIPE AND EXTEND 15"

BEYOND SIDES OF PIPE

EXISTING CURB

SAWCUT TOP AND FACE OF
CURB 3" DEEP MIN.-TYPICAL COLD JOINT
(TYPICAL)
BREAK OUT CURBING 2"

BELOW FLOW LINE

EXISTING CURB/GUTTER

SIDEWALK OR PARK STRIP
ALL EXPOSED SEAMS TO BE WELDED.
(TOP AND CURB FACE)
DETAIL "B"
CURB FACE (SEE SHEET C-8)

TOP OF CURB

DUAL PIPE INSTALLATION

DRAINLINE INSTALLATION FOR EXISTING CURB AND GUTTER
PIPE
O.D
A = DIA. OF PIPE
2 3/8"
1/2"

ROUND CONCRETE TO

FORM OUTLET OF PIPE
1 5

PROVIDE CLEANOUT AND

CONNECT TO OUTSIDE

FACILITIES WHERE USED

BACK OF SIDEWALK

BACK OF CURB

FACE OF CURB

LIP OF GUTTER
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
C-7

PUBLIC IMPROVEMENT STANDARDS

SIDEWALK UNDERDRAIN PIPE -

EXISTING CURB AND GUTTER

SCHEDULE
3"
4"
6" 8" TO 10"
6" TO 8"
8"
6"
6"
6" TO 8"
2% SLOPE
3"
15"
MIN.

PL

SECTION A-A

BLOCK CORNER

SECTION B-B

DETAIL A

DRAINLINE INSTALLATION FOR NEW CONSTRUCTION

1. FOR INSTALLATION ON EXISTING CURB AND GUTTER
REFER TO CITY STD. C-7.

2. SCHEDULE 80 PVC.

3. CHANNEL MATERIAL TO BE PVC UNLESS OTHERWISE
APPROVED BY THE CITY ENGINEER.

COLD JOINT
PIPE DIA. HEIGHT WIDTH

DETAIL B

DRAIN PIPE
(SEE SCHEDULE)
6"
4" SQUARE WIRE MESH

SHALL BE CENTERED ABOVE
PIPE AND EXTEND 15"

FLUSH WITH TOP OF CURB

INSTALLATION OF CURB

AND GUTTER SHALL
FOLLOW CITY STD. C-8

WEAKENED PLANE JOINT

3.5" MIN.

1.5"

SIDEWALK
2"

TAPER CHANNEL FLUSH

WITH FACE OF CURB

VARIES - LOCATION ON
CENTER AS SHOWN 1/2" MIN. ABOVE
GUTTER

FLOWLINE

FLUSH WITH

FACE OF CURB

PROPERTY LINE
CURB LINE 32'
32'

DRAIN SHALL NOT OCCUPY THE HATCH AREA
A
A

DETAIL A
NOTES:

CL
B
B
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
C-8

PUBLIC IMPROVEMENT STANDARDS

SIDEWALK UNDERDRAIN PIPE

MONOLITHIC
25-1/2"
7-1/2"
2"
4"
12"

1. AREA BETWEEN CURB AND SIDEWALK SHALL BE FILLED LEVEL WITH CLEAN TOPSOIL FREE OF DEBRIS.

2. IF BICYCLE/PEDESTRIAN PATH REQUIRED, MINIMUM SIDEWALK WIDTH.CONTRACTOR SHALL FILL AREA BETWEEN NEW GUTTER AND EXISTING STREET SURFACE WITH MIN 5" ASPHALT CONCRETE.

3. SIDEWALKS, CURBS AND GUTTERS TO BE CLASS 3 CONCRETE; EXTRUDED CURB SHALL BE CLASS 2.

4. APPLY TACK COAT TO GUTTER PAN FACE AND EXISTING AC PRIOR TO PAVING.

5. BROOM FINISH ON CURB AND GUTTER AND SIDEWALK MED, SWEAT FINISH ON SIDEWALK IS OPTIONAL OR AS DIRECTED BY THE CIT ENGINEER.

6. BROOM FINISH SHALL BE PERPENDICULAR TO THE PATH OF TRAVEL ON SIDEWALK, AND PARALLEL TO THE PATH OF TRAVEL ON CURB AND GUTTER.

7. CURB AND GUTTER SUBGRADE, COMPACT TO 95% SIDEWALK SUBGRADE COMPACT TO 90% BEHIND DROVE APPROACH, 95%.

8. EXPANSION JOINT MATERIAL SHALL CONSIST OF 1/4" THICK PREMOLDED JOINT MATERIAL MEETING ASTM DESIGNATION D-1751.

9. ALL WORK CONSTRUCTED BY THIS STANDARD SHALL BE COMPLETED IN COMPLIANCE WITH CURRENT ADA REGULATIONS.

10. FINISH OF CONCRETE SHOULD MATCH ADJACENT PRE-EXISTING CONCRETE.

11. ANY UTILITY BOXES THAT ENCROACH THE SIDEWALK SHALL BE BORDERED BY A 12" CONCRETE COLLAR A MINIMUM OF 3 1 2 " THICK.

12. ALL SIDEWALK REPLACEMENT OR REPAIRS SHALL INSTALL #4 DOWEL BARS, 12" IN LENGTH AND TIE-IN EXISTING CONCRETE IMPROVEMENT AT 18" O.C. OR AS DIRECTED BY THE CITY ENGINEER. 6" VARIES(5' MIN.) VARIES
6"
VARIES ('5' MIN.) 6"
COMPACT TO 95%
REL. COMP.

AC SURFACE
R1/2" R1/2" R1"

CONCRETE SIDEWALK
COMPACT TO 90% REL. COMP.
1% MIN, 1.5% MAX SLOPE 1% MIN, 1.5% MAX SLOPE
3 1/2"
P/L
NOTES:

PLANS OF SIDEWALK, CURB & GUTTER, AND SCRIBE LINE DETAILS

SECTION OF CURB & GUTTER CURB

SECTION OF SIDEWALK & CURB
6" 6"
6" R1/2" 6"
6"
6"
30"
28" 30"
28"
27" 28"
27"
27"
27"
30"
30"
30"
EQ. EQ.
30" (TYP.) EQ. EQ.
1" WEAKENED PLAIN JOINT AT 15' O.C. (TYP.)
5" TO 7" CURB

PATTERN
8" CURB

PATTERN
10" CURB
PATTERN 12" CURB

PATTERN

DIRECTIONAL

BROOM FINISHED
* CURB PATTERN

MEASURED FROM FOC
EXPANSION JOINT 45' O.C. (TYP.)
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
C-9

PUBLIC IMPROVEMENT STANDARDS

CURB, GUTTER AND SIDEWALK

ROLL TYPE CURB AND GUTTER
(PLANNED UNIT DEVELOPMENTS ONLY)
4"
10" 6" 4"
2"
2"
12"
24"

1. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE CURRENT STATE STANDARD SPECIFICATIONS.

2. SUBGRADE PREPARATION FOR ROLL TYPE CURBS AND GUTTERS SHALL BE CONSTRUCTED TRUE TO GRADE AND CROSS SECTION WITH MINIMUM RELATIVE COMPACTION OF 95% TO A MIN. DEPTH OF 6" BELOW THE SUBGRADE.

3. CONCRETE FOR CURB AND GUTTER SHALL BE CLASS "A" (6 SACK MIN.) AND SHALL BE WITHIN 2.5" TO 5.5" SLUMP.

4. TIMBER FORMS SHALL BE SURFACED ON THE SIDE PLACED NEXT TO THE CONCRETE AND SHALL NOT BE LESS THAN 1.5" THICK AFTER BEING SURFACED.

5. TOP AND FACE SHALL BE TROWELED SMOOTH, THEN GIVEN A FINAL MEDIUM BRUSH FINISH.

6. WHERE EXISTING CURB AND GUTTERS ARE TO BE REPLACED, NEW CONSTRUCTION SHALL MATCH EXISTING CONSTRUCTION UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER.

7. CONCRETE SHALL CONTAIN NO ADDITIVES UNLESS PRIOR APPROVAL IS OBTAINED FROM THE CITY ENGINEER.

8. EXISTING SECTIONS OF CURB AND GUTTER SHALL BE SAWCUT AT THE LIMITS OF THE AREA TO BE RECONSTRUCTED.

9. WEAKENED PLANE JOINTS OR COLD JOINTS SHALL BE CONSTRUCTED AT 15' INTERVALS. EXPANSION JOINTS SHALL BE AT EACH SIDE OF STRUCTURES AND AT END OF CURB RETURNS.

10. ROLL TYPE CURB AND GUTTER SHALL BE APPROVED BY THE CITY PRIOR TO PERMIT ISSUANCE.

11. PERMIT FOR CURB AND GUTTER CONSTRUCTION SHALL ACCOMPANY ACTUAL WORK.

12. WHEN CONSTRUCTING NEW CURB AND GUTTER, THE EXISTING PAVEMENT SHALL BE SAWCUT A MINIMUM OF 2.0' FROM THE LIP OF THE GUTTER OR AS DIRECTED BY THE CITY ENGINEER.

NOTES:

R1/2" R10"
R1/2"
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
C-10

PUBLIC IMPROVEMENT STANDARDS

ROLL TYPE CURB AND GUTTER

1. ENTIRE WIDTH OF DRIVE APRON TO PL SHALL HAVE A MIN. THICKNESS OF 6" OF CONCRETE.

2. DRIVE OPENINGS SHALL BE A MIN. OF 14' MEASURED FROM OUT SIDE THROAT TO OUTSIDE THROAT APART WHEN LOCATED ON SAME PROPERTY. NOT MORE THAN 40% OF THE BUILDING SITE FRONTAGE SHALL BE USED FOR VEHICULAR ACCESS.

3. THERE SHALL BE 25' MIN. SETBACK FROM CURB AND GUTTER RADIUS END TO DRIVE APPROACH. THIS DISTANCE MAY BE INCRE AT THE DISCRETION OF THE CITY ENGINEER.

4. ALL CONCRETE SHALL BE CLASS "A" (6 SACK MINIMUM) AND TEST TO A MIN. OF 2,500 P.S.I. IN 28 DAYS.

5. DRIVEWAYS SHALL BE FORMED TO FULL DEPTH OF POUR.

6. SUBGRADE UNDER DRIVEWAY APPROACH SHALL BE COMPACTED TO 95% MIN. RELATIVE COMPACTION.

7. THE DRIVEWAY SURFACE SHALL HAVE A HEAVY BROOM FINISH.

8. THE BOTTOM FRONT LIP OF THE DRIVEWAY ENTRANCE SHALL HAVE A 45 DEG. BEVEL.

9. 22' MINIMUM DISTANCE BETWEEN DOUBLE APPROACH FROM EDGE OF FLARE TO EDGE OF FLARE.

NOTES:

CL

1.5%
MAX

1.5%
MAX
3' 3'

WEAKENED PLANE JOINT WEAKENED PLANE JOINT
4' MIN. 4' MIN.

PL
A
A
4' MIN. 5.5' MIN. 6"
2'
3/4" LIP

1.5%
MAX

9.5' MIN. BACK OF APPROACHEXPANSION JOINT

TOP OF CURB
6"

GUTTER FLOW LINE
6"
3/4"

SECTION A-A

SECTION B-B
B B
6"

PARK STRIP DRIVE APPROACH PARK STRIP
25' MIN. 24' MIN. 4'

PROPERTY LINE

DRIVE APPROACH DISTANCE SLOPE VARIES
4'
MIN.

5.5'
MIN.
18' MIN.
3'

1.5%
MAX
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
C-11

PUBLIC IMPROVEMENT STANDARDS

RESIDENTIAL DRIVE APPROACH

1. ENTIRE WIDTH OF DRIVE APRON TO PL SHALL HAVE A MIN. THICKNESS OF 8" OF CONCRETE.

2. DRIVE OPENINGS SHALL BE A MIN. OF 24' APART WHEN LOCATED ON THE SAME PROPERTY. NOT MORE THAN 70% OF THE BUILDING FRONTAGE SHALL BE USED FOR VEHICULAR ACCESS.

3. THERE SHALL BE 35' MIN. SETBACK FROM CURB AND GUTTER RADIUS END TO DRIVE APPROACH. THIS DISTANCE MAY BE INCREAS THE DISCRETION OF THE CITY ENGINEER.

4. ALL CONCRETE SHALL BE CLASS "A" (6 SACK MINIMUM) AND TEST TO A MIN. OF 3,000 P.S.I. IN 28 DAYS.

5. DRIVE APPROACHES SHALL BE FORMED TO FULL DEPTH OF POUR.

6. SUBGRADE UNDER THE DRIVE APPROACH SHALL BE COMPACTED TO 95% MIN. REL. COMP.

7. THE DRIVE APPROACH SURFACE SHALL HAVE A HEAVY "BROOM" FINISH.

8. THE BOTTOM FRONT LIP OF THE DRIVE APPROACH ENTRANCE SHALL HAVE A 45 DEG. BEVEL.

NOTES:
4' MIN
3'

1.5%
MAX

1.5%
MAX
18' MIN.
4' MIN.

5.5' MIN.
#4 REBAR HORIZ. 12" O.C.

WITHIN THE CURB AND GUTTER

DEPRESSED CURB AND

GUTTER SECTION

PROPOSED CURB

AND GUTTER
#4 REBAR VERT. 18" O.C. WITHIN

THE CURB AND GUTTER
4' MIN. 5.5' MIN. 6"
2'
3/4" LIP

1.5%
MAX

9.5' MIN.

BACK OF APPROACH

EXPANSION JOINT

TOP OF CURB
6"
3'

GUTTER FLOW LINE
6"

SECTION A-A

SECTION B-B
#4 REBAR @ 18" O.C. BOTH WAYS

WITHIN THE DRIVE APPROACH
MAX

1.5%
MAX

8.3 %
SEE
TABLE A 35' MAX

PARK STRIP DRIVE APPROACH

TABLE A

TYPE OF STREET DISTANCE
ARTERIAL STREET 100'-0"
COLLECTOR STREET 50'-0"
LOCAL STREET 35'-0"

DRIVR APPROACH LOCATION
B B
A
A
2'
WEAKENED PLANE JOINT @
CENTERLINE OF APPROACH - 1-1/2" MIN.
2'
3/4" LIP
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
C-12

PUBLIC IMPROVEMENT STANDARDS

COMMERCIAL DRIVE APPROACH

1. THE SIDEWALK BEHIND THE DRIVE APPROACH SHALL BE 6" THICK.

2. SIDEWALK SUB-GRADE BEHIND THE DRIVE APPROACH SHALL BE 95% MINIMUM RELATIVE COMPACTED.

NOTES:

GARAGE GARAGE

GARAGE GARAGE
DRIVE

APPROACH
DRIVE

APPROACH
DRIVE

APPROACH
DRIVE

APPROACH
7' 7'
4' MIN.

5.5'
3" 3' 4' 4' 3' 1.5%

1.5%

CURB AND GUTTER

SIDEWALK
VARIES (SEE CITY STD C-11) VARIES (SEE CITY STD C-11) 3'

PROPERTY
LINE

PROPERTY
LINE
3" VARIES (SEE CITY STD C-10) 3' 3' VARIES (SEE CITY STD C-10) 3' 4' MIN
5'-5" MIN. 5'-5" MIN.
4' MIN.

DRIVEWAY APPROACH WITH PLANTER

DRIVEWAY APPROACH WITHOUT PLANTER
4' 4'
7' 7'

1.5%

1.5%
45° 45° 1.5% 1.5%
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
C-13

PUBLIC IMPROVEMENT STANDARDS

TYPICAL DRIVE APPROACH

LOCATION

REMOVE EXISTING CURB LIP SHALL BE 3/4" DEPTH AT

APPROACHES FLUSH AT CURB

RETURN RAMPS

SAW CUT ALONG

GUTTER FOR REMOVAL

SCORE LINE

ACROSS APPROACH

NEW APPROACH
6"
1' 6" 6"

EXISTING GUTTER

TO REMAIN
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
C-14

PUBLIC IMPROVEMENT STANDARDS

EXISTING CURB REMOVAL

BASE PLATE DETAIL

ORIENT PEC

TO THE NORTH
A

SLIM, LOW PROFILE

HOUSING OF EXTRUDED

ALUMINUM & CAST

ALUMINUM COMPONENTS

SINGLE ARM
B
C
D
6"
TWO # 10 COPPER

CONDUCTORS STRANDED
(THHN) TO FIXTURE

CAST IRON OR STEEL

CAP WITH SETSCREWS
10'
24" 4'-6"

NON-ADJACENT WALK

FUSE FOR FIXTURE
5A W/IRON TYPE

FUSE HOLDER
12"
POLE DIA.
+ 1/16"
11" MIN. BOLT CIRCLE
#4 CU 20' MIN.

GROUND
5'
2'-6"
1" DIA. X36" GALV. ANCHOR BOLTS
1-1/2" RIGID CONDUIT
WITH 18" RADIUS BEND
5'

ADJACENT WALK
COMPACT BACKFILL TO 90%

RELATIVE COMPACTION

FIELDCAST FOUNDATION

SIX-SACK MIX CONCRETE POUR

AGAINST UNDISTURBED OR

COMPACTED NATIVE SOIL
6'-6"
18"
12"
PL
1-1/2" RIGID CONDUIT.

THREE #6 COPPER

CONDUCTORS (THHN)

1. IN ACCORDANCE TO THE DEPARTMENT OF

TRANSPORTATION AND THE NATIONAL ELECTRICAL
CODE, AND THESE SPECIAL PROVISIONS.

2. LUMINARIES SHALL BE LIGHT EMITTING DIODE TYPE,

LEDWAY STREETLIGHT TYPE III MEDIUM, AS
MANUFACTURED BY BETALED, OR APPROVED EQUAL.

3. ALL STREET LIGHTS SHALL BE NUMBERED.

NUMERICAL SEQUENCE TO BE OBTAINED FROM
P.G.&E. NUMBERS TO BE 1-1/2" HIGH AND INSTALLED
NINE FEET ABOVE FINISHED GRADE, FACING STREET.

4. A PULL BOX WILL BE REQUIRED WHEREVER

CONDUIT CHANGES DIRECTION AND WHERE

MULTIPLE LIGHTS ARE INSTALLED ON A SINGLE
SERVICE. PULL BOX SPACING SHALL NOT EXCEED
200'.

6. NUMBERING SEQUENCE SHALL BE OBTAINED FROM

THE PUBLIC WORKS DEPARTMENT
NOTES:

STREET LIGHT DIMENSION

A B C D
LOCAL STREET 8' 2' 28' 26'-6"
COLLECTOR STREET 12' 4'-3" 33'-9" 30'

STREET LIGHT PULL
BOX SEE CITY STD E-4
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
E-1

PUBLIC IMPROVEMENT STANDARDS

STREETLIGHT

NOTES:

FOUNDATION DETAIL

1. ALL WORK ALL CONFORM TO THE LATEST

VERSION OF THE NATIONAL ELECTRIC
CODE.

2. DECORATIVE STREETLIGHTS SHALL BE
HOLOPHANE AWDE3 OR OTHER WISED
APPROVED BY THE CITY ENGINEER.

3. STREETS LIGHTS SHALL BE 18" BEHIND

SIDEWALK WHEN SIDEWALK IS ADJACENT
TO CURB. WHEN NON-ADJACENT SIDE
WALK LIGHTS SHALL BE 24" BEHIND FACE
OF CURB.

4. PRIOR TO INSTALLATION A STREET LIGHT

PLAN SHALL BE SUBMITTED FOR
APPROVAL TO THE CITY ENGINEER.

5. ORIENTATED PHOTO CELL PEC TO NORTH.

6. NUMBERING SEQUENCE SHALL BE

OBTAINED FROM THE PUBLIC WORKS

DEPARTMENT
4'-6"
2'
30"X30" HOUSE KEEPING PAD
(CENTERED ON POLE)
R1/2"

ANCHOR BOLT
CONDUIT TO EXTEND 2"
MAX. ABOVE BASE PLATE
2" MAX
1-1/2" RIGID

CONDUIT TO

PULL BOX
3/4" DIA. X 18" GALV.

ANCHOR BOLT
6"
1/2" T0 1"

FINISH GRADE

FIELDCAST FOUNDATION

SIX-SACK CONCRETE

POURED AGAINST

UNDISTURBED OR

COMPACTED NATIVE SOIL

CURB AND GUTTER
18" RADIUS BEND
1 1/2" RIGID CONDUIT
WITH THREE #6 COPPER

CONDUCTORS (THHN)

STREET LIGHT PULL
BOX SEE CITY STD E-4
5" DIA. FLUTED ALUMINUM POLE
& CAST ALUMINUM BASE.
#4 CU, MIN. 20' GROUND
FUSE FOR FIXTURE 5A WITH

TRON TYPE FUSE HOLDER
TWO 10" COPPER CONDUCTORS

STRANDED (THHN) TO FIXTURE
X
X
X
X

STREETLIGHT NUMBER

LED LUMINAIRE
12'
SEE NOTE 3

ADJACENT WALK
COMPACT BACKFILL TO 90%

RELATIVE COMPACTION
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
E-2

PUBLIC IMPROVEMENT STANDARDS

DECORATIVE STREETLIGHT

BASE PLATE DETAIL

ORIENT PEC
TO THE NORTH 6' TAPERED
60W LED SINGLE ARM
PL
28' MOUNTING
HEIGHT
26'

CAST IRON OR STEEL

CAP WITH SETSCREWS
10'
24" 4'-6"

NON-ADJACENT WALK
6'
2'-6"
1" DIA. X18" GALV. ANCHOR BOLTS
5'

ADJACENT WALK
COMPACT BACKFILL TO 90%

RELATIVE COMPACTION

FIELD CAST FOUNDATION

SIX-SACK MIX CONCRETE POUR

AGAINST UNDISTURBED OR

COMPACTED NATIVE SOIL

1. IN ACCORDANCE TO THE DEPARTMENT OF

TRANSPORTATION AND THE NATIONAL ELECTRICAL
CODE, AND THESE SPECIAL PROVISIONS.

2. STREETLIGHT SHALL BE VALMOUT STRUCTURE
POWERED BY CLEARWORLD OR APPROVED EQUAL . 3. ALL STREET LIGHTS SHALL BE NUMBERED. NUMBER

SEQUENCE SHALL BE OBTAINED FROM THE PUBLIC
WORKS DEPARTMENT.

NOTES:
13'-8"

VALMOUT STRUCTURE

POWERED BY CLEARWORLD

OR APPROVED EQUAL
4 - #5 REBAR
24" VINTAGE BASE

2.03"

1.125"

4.49"

13.25" DIA. 5" DIA.

CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
E-3

PUBLIC IMPROVEMENT STANDARDS

SOLAR STREETLIGHT

1. PULL BOXES SHALL BE #3-1/2 AS PER CAL-TRANS STANDARD SPECIFICATION OR CHRISTY N-9 OR APPROVED EQUAL.

LIDS SHALL HAVE HOLD DOWN BOLTS.

2. PULL BOXES SHALL BE GROUTED PRIOR TO INSTALLATION OF CONDUCTORS, SLOPED TOWARD THE DRAIN HOLE. PLACE A LAYER OF ROOFING PAPER BETWEEN THE CRUSHING ROCK AND THE GROUT.

3. PULL LIDS BEFORE POURING CONCRETE AROUND PULL BOXES.

4. WRAP PULL BOX WITH ROOFING PAPER BEFORE BACKFILLING.

5. FUSE AT POINT OF SERVICE SHALL BE 60A IF #6 CONDUCTOR AND 40A IF #8 CONDUCTOR AND SHALL HAVE A TRON TYPE FUSE HOLDER. (SINGLE POLE)

6. INSTALL A ONE-FOOT RING OF CONCRETE, FOUR INCHES DEEP, AROUND THE WRAPPED PULL BOXES INSTALLED IN DIRT AREAS. SLOPED TO DRAIN AWAY FROM THE PULL BOX.

7. WHEN PULL BOXES ARE LOCATED ADJACENT TO STREET LIGHT, EXTEND CONCRETE RING TO INCLUDE 12" CIRCUMFERENCE AROUND POLE.

8. PULL BOXES TO BE INSTALLED PARALLEL TO STREET AND/OR CURB OR GUTTER.

9. EACH PULL BOX WILL HAVE A LOCKABLE CAST IRON CHRISTY BOX LID.

CURB GRADE OR FLUSH IN WALK

PRECAST

REINFORCED

CONCRETE BOX

THREADED GROUNDED BUSHING WITH

COPPER LUG (FOR GRC ONLY)

SEAL AROUND CONDUIT, BOX AND

EXTENSION JUNCTION W/ MORTAR

PRECAST REINFORCED EXTENSION
BONDING JUMPER SHALL BE #8

BARE SOLID COPPER FOR
PVC-GREEN #8 AWG
THROUGHOUT THE SYSTEM.
#15 ROOFING PAPER BETWEEN

GROUT AND CRUSHED ROCK
5/8" X 8' COPPER CLAD GROUND ROD
WITH GROUNDING CLAMP "AT PULL BOX
WITH SERVICE FUSE"
GROUT
1" DIA. DRAIN
HOLE
TYPE "LFNC" FLEX

CONDUIT RATED

FOR DIRECT

BURIAL (NOT TO
EXCEED 6')
NOTES:

STREET

LIGHTING

TO POLE
19"
15"
12" 9-7/8"
4"
2"
12" 12"
22"
6"
6"
2" MAX.
4"
2"
MAX.

CONCRETE SLURRY 1" BELOW LID
3/4" CRUSHED ROCK
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
E-4

PUBLIC IMPROVEMENT STANDARDS

STREETLIGHT CONCRETE PULL BOX

NOTES:

1. FOR METAL POLES, APPLY TO CLEAN SURFACE.

2. BACKING PLATE SHALL BE ALMETEK EMP-2.5V5 OR APPROVED EQUAL ON CITY APPROVED POLES.

3. FOR WOOD POLES, USE EMBOSSED ALUMINUM BACKING PLATE SECURED W/ 1-1/2" ALUMINUM ROOFING NAILS.

4. NUMERALS SHALL BE ALMETEK PS-2.5 SERIES OR APPROVED EQUAL

5. PRESSURE SENSITIVE MARKERS OF REFLECTIVE SCOTCHLITE BLACK ON WHITE BACKGROUND.

6. PG&E SHALL ASSIGN A POLE NUMBER.

7. DEVELOPER/CONTRACTOR SHALL INSTALL CITY CITY APPROVED NUMBERS ON ALL STREET LIGHT POLES.
9' FROM GRADE/SIDEWALK ELEVATION.

ADJUST AS NEEDED TO CLEAR HARDWARE

OF APPURTENANCES

STREET LIGHT STANDARD

TOWARD CENTER

OF INTERSECTION

TOWARD STREET
2 2
2-1/2"

NUMBERING

ORIENTATION
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
E-5

PUBLIC IMPROVEMENT STANDARDS

STREETLIGHT POLE NUMBERING

100' TO 149' 246' TO 375'
135' MAX
150' TO 245'
135' MAX
100' MAX
100' MAX

1. PRIOR IS INSTALLATION A LIGHTING PLAN SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL AND SHALL BE INSTALLED PER APPROVED PLAN.

2. STREETLIGHT SHALL BE INSTALLED AT EVERY INTERSECTION, IF THE SPACING EXCEEDS 360 FEET BETWEEN INTERSECTION AND STREETLIGHT SHALL BE INSTALLED BETWEEN THE INTERSECTION WITH THE MINIMUM SPACING OF 180 FEET AND MAXIMUM OF 240 FEET BETWEEN STREETLIGHTS.

3. A PULL BOX WILL BE REQUIRED WHEREVER CONDUIT CHANGES DIRECTION AND WHERE MULTIPLE LIGHTS ARE INSTALLED ON A SINGLE SERVICE. PULL BOX SPACING SHALL NOT EXCEED 200'.

4. A MINIMUM SEPARATION OF 30 FEET SHALL BE REQUIRED BETWEEN THE STREETLIGHT POLES AND ANY TREE.

NOTES:

LOCAL STREET

LOCAL STREET

LOCAL STREET

LOCAL STREET

LOCAL STREET
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
E-6

PUBLIC IMPROVEMENT STANDARDS

STREETLIGHT PLACEMENT -

CUL-DE-SACS

150' MAX.
135'
MAX.
135'
MAX.
135'
MAX.
200'
MAX.
135'
MAX.

MAJOR STREET
135'
MAX.
135'
MAX.

1. ALL STREET LIGHTS SHALL BE

INSTALLED PER THE LATEST

VERSION OF THE NATIONAL
ELECTRICAL CODE.

2. STREETLIGHT SHALL BE

INSTALLED AT EVERY

INTERSECTION, IF THE SPACING
EXCEEDS 360 FEET BETWEEN

INTERSECTION AND STREETLIGHT

SHALL BE INSTALLED BETWEEN

THE INTERSECTION WITH THE
MINIMUM SPACING OF 180 FEET
AND MAXIMUM OF 275 FEET

SPACING BETWEEN UNITS TO

UNIT ROADWAY WIDTH GREATER
THAN 50.

3. A PULL BOX WILL BE REQUIRED

WHEREVER CONDUIT CHANGES

DIRECTION AND WHERE

MULTIPLE LIGHTS ARE INSTALLED
ON A SINGLE SERVICE. PULL BOX

SPACING SHALL NOT EXCEED
200'.

NOTES:

D1
D2
D7
D5
D3
D4

LOCAL STREET

LOCAL STREET

LOCAL STREET

LOCAL STREET LOCAL STREET

LOCAL STREET
LEGEND
Dn = DISTANCE TO BE DIVIDED FOR

MID-BLOCK LIGHTING
D6
135'
MAX.

DESIGN CONTROL STREET LIGHTS
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
E-7

PUBLIC IMPROVEMENT STANDARDS

STREETLIGHT PLACEMENT -

LOCAL STREET

LEGEND
Dn = DISTANCE TO BE DIVIDED FOR

MID-BLOCK LIGHTING

COLLECTOR STREET

LOCAL STREET LOCAL STREET

MAJOR STREET

LOCAL STREET

LOCAL STREET

MAJOR STREET

MAJOR STREET MAJOR STREET COLLECTOR STREET
D4
D3
D2
D1

DESIGN CONTROL STREETLIGHTS
NOTES:

STAGGER OR ALL ON ONE SIDE MAX,
SPACING UNIT TO UNIT 150'
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
E-8

PUBLIC IMPROVEMENT STANDARDS

STREETLIGHT PLACEMENT -

COLLECTOR STREET

LEGEND
Dn = DISTANCE TO BE DIVIDED FOR

MID-BLOCK LIGHTING

LOCAL STREET

LOCAL STREET

LOCAL STREET

MAJOR STREET MAJOR STREET
83'
D6

DIVIDED ARTERIAL STREET DIVIDED ARTERIAL STREET
D5
D4
D3
83'
83'
D2
D1
83'

DIVIDED ARTERIAL STREET DIVIDED ARTERIAL STREET

DESIGN CONTROL STREETLIGHTS
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
E-9

PUBLIC IMPROVEMENT STANDARDS

STREETLIGHT PLACEMENT -

DIVIDED ARTERIAL STREETS

CITY OF DINUBA LANDSCAPE DESIGN & CONSTRUCTION STANDARDS

SOIL MODIFICATION

1. Soil samples shall be taken by the Contractor and recommendations from the laboratory shall be provided to the City for their approval & records.

2. Certified compost shall be installed to a depth of 12".

3. The finished grade of all planting areas shall be between 1-2" below the adjacent pavement after settlement.

4. The Contractor shall provide all product delivery receipts of the amendments for their records.

IRRIGATION

1. The backflow prevention device shall be a Zurn 375 XLB or approved equal and located in a green strong box low profile expanded metal cage or approved equal with a freeze blanket. Backflow prevention device shall be installed on a 4” thick concrete pad. Galvanized/metal pipe shall be wrapped with a 10 mil pipe wrap to prevent corrosion.

2. The booster pump (if required) shall be single phase 230 power.

3. A water hammer arrestor shall be located between the backflow prevention device and master valve or booster pump and master valve whichever is applicable.

4. The master valve shall be a Hunter ICV normally open irrigation valve or approved equal.

5. The flow sensor shall be a CST T Series or approved equal.

6. Hydrometers (flow sensor/master valve) shall be normally open. Confirm with the controller manufacturer regarding the register output (photo diode vs. reed switch).

7. Irrigation systems with more than 12 zones shall have a Amiad disk filter with a minimum 200 mesh screen installed after the backflow prevention device and before the flow sensor and master valve.

8. The irrigation mainline shall be Sch. 40 PVC for all pipes less than 2.5" in size. For pipes larger than 2.5" it shall be Class 200 bell gasketed. 1-1/4” pipe is excluded on all projects.

9. Lateral line pipes shall be Class 200 for all sizes. 1-1/4” pipe is excluded on all projects.

10. Irrigation locator tape shall be placed six inches (6)" directly above the mainline for its entire run.

11. All irrigation wire shall be located in 1.5” Sch. 40 PVC electrical conduit.

12. Irrigation wire shall be 2-wire that is compatible with the irrigation controller manufacturer.

13. All irrigation wire connections shall be made with 3M DBR/Y-6 grease packs or approved equal.

14. Irrigation mainline and main lateral line headers shall be located no further than two feet (2') from the adjacent pavement. If the planting area is less than six feet (6') the mainline and main lateral line header shall be located no further than one foot (1') from adjacent pavement.

15. All mainline changes in direction shall be reinforced with thrust blocks.

16. All irrigation piping located under pavement shall be placed in Sch. 40 PVC two times the diameter of the pipe being sleeved. Sleeving under vehicular paving shall be to a depth of two feet (2') below the top of pavement and sleeving under pedestrian paving shall be to a depth of one foot (1') below the top of pavement. All sleeving shall extend one foot (1') past the edge of pavement.

17.Resilient wedge cast iron gate valves with a square operating nut shall be located on the mainline system where there is a tee in the irrigation mainline or prior to the mainline crossing vehicular pavement.

18.Hunter 1" locking quick coupler valves or approved equal shall be located every five hundred feet (500') on the mainline eighteen inches (18") off of the mainline,

19.Remote control irrigation valves shall be Hunter 1" ICV's or approved equal with a Sch. 80 tru-union ball valve on the inflow side and a Sch. 80 union on the outflow side.

20. All non-overhead remote control irrigation valves shall have a Rainbird XCZ-PRB-200-COM pressure regulator and filter or approved equal installed on the outflow side of the remote control irrigation valve. If a mainline disk filter is installed only a 30 psi pressure regulator shall be installed on each non overhead irrigation valve.

21. All irrigation valves, surge arrestors, quick couplers, gate valves, flow sensors, master valves, filter/pressure regulators, pull boxes and mainline stub outs shall be located in tan valve boxes. Quick couplers and pull boxes shall be located in circular valve boxes. All other equipment shall be located in rectangular valve boxes. The boxes shall be located on four (4) bricks and have 1/4" welded wire mesh placed at the bottom with 2" of pea gravel or approved equal installed. All valve boxes shall be branded.

CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-1

PUBLIC IMPROVEMENT STANDARDS

LANDSCAPE DESIGN &

CONSTRUCTION STANDARDS

CITY OF DINUBA LANDSCAPE DESIGN & CONSTRUCTION STANDARDS

22. Trees between 5 gallons and 24” box shall be installed with one (1) Rainbird 1400 series PCB .25 gallon per minute flood bubbler. 36” box trees shall be installed with shall be irrigation with two (2) Rainbird 1400 series PCB .25 gallon per minute flood bubbler or approved equal.

23. Shrubs and vines shall be irrigated with one (1) Salco 2GPH emitter or approved equal for one (1) and five (5) gallon plants. Two (2) Salco 2GPH emitters or approved equal for shrubs 15 gallon and larger. Emitters shall be installed on Hunter 1/2" x 12" swing joints or approved equal.

24. Active turf play areas shall be irrigated with Hunter MP rotators on PRS 40 bodies or Hunter I-20's on Hunter 12" swing joints or an approved equal.

25. All vine and shrub irrigation zones shall have one (1) GPH flush/indicator valve on a Rainbird six inch (6") pop up or approved equal installed on either end of the irrigation zone.

26. The irrigation controller shall be a Hunter stainless steel wall mounted ACC2 2-wire decoder controller or approved equal. Pedestal options are acceptable only in the event a wall mounting is not available.

27. The irrigation controller shall be grounded according to the controller manufacturer's specifications and recommendations.

28. The irrigation controller shall be certified after installation by the controller manufacturer or distributor indicating the controller set up meets the following minimum: · Flows for each irrigation zone has been learned. · Like zones have been placed in the same program. · Irrigation schedule has been programmed to run multiple zones based on the design parameters. · Flow management has been set up to turn off the system an notify the City and installing Contractor of an unexpected flow or high flow. · Communication to the controller manufacturer's online management platform has been set up and both the City and installing Contractor have access (if applicable).

PLANTING

1. 80% of all plants shall on the plans shall considered low or very low under the most current WUCOLS water use for the City of Dinuba. 20% of the plant material may be medium water use.

2. Shrubs shall be designed to have a density of 20 plants per 1,000 sq. feet.

3. All trees shall be a minimum of 15 gallon in size, vines shall be 5 gallon in size and shrubs 1 gallon in size. The maximum size for trees shall be 36” box and 15 gallon for shrubs.

4. Plant substitutions are allowed based on availability with written approval from the City and Architect of Record.

5. All plant material shall be reviewed and accepted by the City.

6. All trees located within ten feet (10') of paving, curb or wall shall have a 12" root barrier by Deep Root or approved equal installed five feet (5') in either direction.

7. All trees shall be staked with one (1) 10' Reddy Stake and secured with rubber strap.

8. Active play turf shall be Black Jack Bermuda from seed or approved equal.

9. All planting areas shall be mulched with a five (5") thick layer of 'Screened Orchard' mulch.

10. All City maintained landscape areas shall be separated with an 8" concrete mow curbs delineating different landscape & lighting districts, phases of landscape lighting districts and/or City and Non-City owner property.

11. The Contractor shall provide to the City copies for their records of the plant material invoices and delivery receipts of the mulch.

SPECIALTY ITEMS

1. All playground material shall have twelve inches (12") of certified playground mulch installed after settling.

2. All playground equipment installed shall be certified by a 3rd party.

3. Copies of the 3rd party certification shall be provided to the City for their records.

CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-2

PUBLIC IMPROVEMENT STANDARDS

LANDSCAPE DESIGN &

CONSTRUCTION STANDARDS

CITY OF DINUBA LANDSCAPE DESIGN & CONSTRUCTION STANDARDS

CITY REQUIRED INSPECTIONS

1. Mainline & lateral line sleeving.

2. Mainline and lateral line installation.

3. Mainline pressure test shall be performed to 150 psi over an 8 hour period with a loss no more of 5psi.

4. Plant material.

5. Irrigation system operation prior to mulching.

6. Project completion to enter into the maintenance period.

7. Project completion at the end of the maintenance period.

8. The City shall provide a letter in writing to the Contractor indicating the entrance into the maintenance period and a letter in writing showing a completion of the maintenance period.

CITY REQUIRED MAINTENANCE PERIOD

1. The City's maintenance period for landscape and lighting districts shall be one (1) year from the date of receiving a notice of completion in writing from the City.

2. The Contractor is required to inspect the site a minimum of one (1) time each week for the duration of the maintenance period.

CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-3

PUBLIC IMPROVEMENT STANDARDS

LANDSCAPE DESIGN &

CONSTRUCTION STANDARDS

WALL, FENCE OR BUILDING
WALL MOUNTED CONTROLLER. INSTALL PER

MANUFACTURE'S SPECIFICATIONS AND

RECOMMENDATIONS (SEE IRRIGATION LEGEND

FOR CONTROLLER MAKE AND MODEL)
NOTES:

1. COMMON AND CONTROLLER WIRE TO BE BUNDLED USING ELECTRICAL TAPE AT 10'-0" ON CENTER.

2. GROUNDING RODS SHALL BE LOCATED BETWEEN 8"- 0" TO 12'- 0" AWAY FROM THE CONTROLLER. GROUNDING RODS SHALL BE 3/8" IN DIAMETER X 8' IN LENGTH. CONNECT THE GROUNDING ROD TO THE CONTROLLER USING 6 GAUGE BARE COPPER WIRE OR PER THE MANUFACTURER'S SPECIFICATIONS.SEE GROUNDING ROD DETAIL.

3. GROUNDING ROD SHALL NOT BE LOCATED WITHIN THE SAME TRENCH AS THE IRRIGATION WIRE.

4. ET STATION SHALL BE INSTALLED NO FURTHER THAN 90' AWAY FROM THE CONTROLLER AND A MINIMUM OF 15'

OFF OF THE GROUND, OUT FROM UNDER ANY OVERHEAD OBSTRUCTIONS SUCH AS, BUT NOT LIMITED TO, BUILDING OVERHANGS, TREES, OR UTILITIES.
3/4" KNOCKOUT FOR EARTH

GROUND WIRE
2" PVC ELECTRICAL CONDUIT FOR IRRIGATION

VALVES, MASTER VALVE, AND FLOW SENSOR
WIRES. OPTIONAL 3" KNOCKOUT IF MORE
WIRES ARE NEEDED. SECURE CONDUIT TO

WALL USING STAINLESS STEEL CLAMP
1" PVC ELECTRICAL CONDUIT

FOR ELECTRICAL POWER PER

LOCAL AND NATIONAL

ELECTRICAL CODES

GALVANIZED CONDUIT CLAMP
WITH TWO (2) STAINLESS STEEL

SCREWS AND ANCHORS

SECTION VIEW SIDE VIEW
1" PVC ELECTRICAL CONDUIT

FOR ET SENSOR (OPTIONAL)

FINISHED GRADE
5'-0"
18" (MIN.)
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-4

PUBLIC IMPROVEMENT STANDARDS

WALL MOUNTED CONTROLLER

NOTES:

1. COMMON AND CONTROLLER WIRE TO BE BUNDLED USING ELECTRICAL TAPE AT 10'-0" ON CENTER.

2. CONTROLLER SHALL BE GROUNDED TO EITHER THE BUILDING OR EXTERIOR PLANTING AREA PER ALL LOCAL, STATE AND NATIONAL ELECTRIC CODES.

3. EXTERIOR GROUNDING SHALL BE GROUNDING RODS. GROUNDING RODS SHALL BE LOCATED BETWEEN 8"- 0" TO 12'- 0" AWAY FROM THE CONTROLLER. GROUNDING RODS SHALL BE 3 8" IN DIAMETER X 8' IN LENGTH.

CONNECT THE GROUNDING ROD TO THE CONTROLLER USING 6 GAUGE BARE COPPER WIRE OR PER THE MANUFACTURER'S SPECIFICATIONS. SEE GROUNDING ROD DETAIL.

4. GROUNDING ROD SHALL NOT BE LOCATED WITHIN THE SAME TRENCH AS THE IRRIGATION WIRE.

5. ALL CONDUIT ABOVE GRADE SHALL BE STEEL.

6. EACH CONDUIT REQUIRES A J-BOX ON THE INTERIOR AND EXTERIOR OF THE BUILDING.

7. ALL INTERIOR CONDUIT AND J-BOXES SHALL BE STEEL.

8. ALL EXTERIOR J-BOXES SHALL BE WEATHER PROOF.

9. ET STATION SHALL BE INSTALLED NO FURTHER THAN 90' AWAY FROM THE CONTROLLER AND A MINIMUM OF 15' OFF OF THE GROUND, OUT FROM UNDER ANY OVERHEAD OBSTRUCTIONS SUCH AS, BUT NOT LIMITED TO, BUILDING OVERHANGS, TREES, OR UTILITIES.

BUILDING WALL BY OTHERS
WALL MOUNTED CONTROLLER. INSTALL PER

MANUFACTURE'S SPECIFICATIONS AND

RECOMMENDATIONS (SEE IRRIGATION LEGEND

FOR CONTROLLER MAKE AND MODEL)
1" ELECTRICAL CONDUIT FOR ET/RAIN

SENSOR (OPTIONAL)
1" ELECTRICAL CONDUIT FOR ADDITIONAL

IRRIGATION WIRE LEG, ETHERNET

CONNECTION OR SENSOR

GFI POWER SWITCH AND RECEPTACLE
1" ELECTRICAL CONDUIT AND SWEEP TO

POWER SUPPLY PER LOCAL AND NATIONAL
CODES CONDUIT SUPPORTS AT 12" O.C.
2" PVC ELECTRICAL CONDUIT FOR IRRIGATION

VALVES, MASTER VALVE, AND FLOW SENSOR
WIRES. OPTIONAL 3" KNOCKOUT IF MORE WIRES
ARE NEEDED.

JUNCTION BOXES. SIZE PER

ELECTRICAL CONDUIT

FLOOR OF BUILDING BY OTHERS

SECTION VIEW

SIDE VIEW

FINISHED
GRADE
4'-0"
1'-0"
18"
(MIN.)
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-5

PUBLIC IMPROVEMENT STANDARDS

WALL MOUNTED

CONTROLLER-INTERIOR

NOTES:

1. INSTALL 12" OFF ANY ADJACENT PAVEMENT IN PLANTING AREAS.

2. CONTRACTOR SHALL SETTLE SOIL AROUND THE POP UP AFTER INSTALLATION.

3. ALL POP UP SPRAY HEADS SHALL HAVE CHECK VALVES.

4. ALL SCH. 40 PVC TO SCH. 80 PVC CONNECTIONS SHALL BE MADE USING TEFLON TAPE.

POP-UP DRIP INDICATOR HEAD WITH AN

ORANGE GPH IRRIGATION DRIP FLUSH
NOZZLE. MODEL #GDFN. NOZZLE TO REMAIN

IN THE CLOSED POSITION DURING SYSTEM

OPERATION AND OPENED FOR FLUSHING OF
THE SYSTEM. FLUSHING SHALL BE DIRECTED
INTO PLANTING AREAS.

TOP OF POP UP SET AT FINISHED GRADE
RAINBIRD 12" POP UP SPRAY HEAD. MODEL
#1812-SAM-PRS

FINISHED GRADE

LATERAL IRRIGATION

LINE (SEE IRRIGATION

PLANS FOR SIZE AND
TYPE)
HUNTER 1
2 " X 12" SWING JOINT
SCH. 40 PVC TEE OR ELBOW

SUBSURFACE DRIP
TUBING. SEE DETAIL

DRIP CONNECTION
ASSEMBLY. SEE DRIP

TUBING CONNECTION DETAIL
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-6

PUBLIC IMPROVEMENT STANDARDS

DRIP FLUSH INDICATOR

NOTES:

1. ALL ASSEMBLY PARTS (THREADED NIPPLES, FITTINGS, ETC.) SHALL BE GALVANIZED OR BRASS PER LOCAL CODES AND REQUIREMENTS.

2. GALVANIZED NIPPLE SHALL EXTEND 12" PAST THE EDGE OF THE CONCRETE FOOTING.

3. SCH. 80 PVC MALE ADAPTER SHALL BE USED IN CONNECTION FROM GALVANIZE TO THE MAINLINE.

4. MAINLINE POINT OF CONNECTION (POC) FILTER SHALL BE LOCATED IN PLANTING AREA UNLESS APPROVED BY OWNER'S REPRESENTATIVE.

5. SEE IRRIGATION LEGEND FOR MAINLINE POC FILTER CAGE MAKE AND MODEL. SEE BACKFLOW CAGE DETAIL FOR INSTALLATION.

6. ALL GALVANIZED CONNECTIONS SHALL TO BE MADE USING PIPE THREAD SEALANT. ALL SCH. 80 PVC TO GALVANIZED CONNECTIONS TO BE MADE USING TEFLON TAPE.

FLOW

MAINLINE POC FILTER (SEE THE IRRIGATION
PLANS FOR MAKE AND MODEL). INSTALL THE

DEVICE PER THE LOCAL WATER PURVEYOR'S

STANDARDS AND SPECIFICATIONS

GALVANIZED NIPPLE
4" THICK CONCRETE PAD, 1"

ABOVE FINISHED GRADE (SEE
EQUIPMENT COVER DETAIL W-24)

THREADED GALVANIZED NIPPLE
GALVANIZED NINETY DEGREE (90°)
ELBOW
4" SCH. 40 PVC
3/4" CRUSHED ROCK

GALVANIZED UNION
WRAP 20 MIL TAPE TWICE

AROUND ALL GALVANIZED PIPE

UNDER FINISHED GRADE AND

THROUGH THE CONCRETE

GALVANIZED NIPPLE

GALVANIZED

COUPLING
SCH. 80 PVC MALE

ADAPTER

CONCRETE THRUST

BLOCKS REQUIRED ON
BACKFLOW DEVICES 2.5"

AND LARGER

BRASS BALL VALVE
12" MIN. OR PER LOCAL CODES
12"
4"
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-7

PUBLIC IMPROVEMENT STANDARDS

MAINLINE POINT OF CONNECTION
(POC) FILTER

NOTES:

1. CONTRACTOR SHALL THREADED FITTINGS WITH NO MORE THAN TWO (2) WRAPS OF TEFLON TAPE OR MONSTER TAPE.

2. PRIOR TO THE INSTALLATION OF THE DRIP FILTER/PRESSURE REGULATOR, THE CONTRACTOR SHALL FLUSH THE LINES A MINIMUM OF TWO (2) TIMES TO REMOVE ALL GLUE, TAPE AND/OR DEBRIS FROM THE MAINLINE AND LATERAL LINES.

3. AFTER THE INSTALLATION OF THE DRIP FILTER/PRESSURE REGULATOR, THE CONTRACTOR SHALL CAP ALL

LATERAL LINES DOWNSTREAM OF THE FILTER AND PRESSURIZE THE IRRIGATION SYSTEM AND VERIFY THERE ARE NO LEAKS OR BREAKS.

ROUND LOCKING VALVE BOX
1" BASKET FILTER/PRESSURE

REGULATOR (SEE IRRIGATION

LEGEND FOR MAKE AND MODEL)

FINISHED GRADE
1" SCH. 80 THREADED
UNION
1" SCH. 80 MALE ADAPTER

LATERAL LINE PIPE TO

THE REMOTE CONTROL

IRRIGATION VALVE (SEE

IRRIGATION PLANS FOR

PIPE SIZE)
4" X 8" BRICKS

THREE INCH THICK
(3") PEA GRAVEL
1/4" STAINLESS

STEEL MESH
3" - 4" (TYP.)
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-8

PUBLIC IMPROVEMENT STANDARDS
1" BASKET DRIP FILTER/PRESSURE

REGULATOR

NOTES:

1. DECODER SYSTEM GROUNDING SHALL BE PER THE CONTROLLER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS OR AT A MINIMUM OF EVERY FIVE HUNDRED FEET (500') OF THE IRRIGATION 2-WIRE PATH RUN AND IRRIGATION 2-WIRE PATH SPURS OF FIFTY FEET (50') OR GREATER.

2. ALL SCH. 40 ELECTRICAL CONDUIT OPENINGS SHALL BE FILLED WITH A FOAM SEALANT AFTER GROUNDING INSTALLATION PRIOR TO BACKFILLING.

3. ACCEPTABLE EARTH GROUND SHALL NOT EXCEED 10 OHMS.

4. GROUNDING TESTING SHALL BE PERFORMED BY A CERTIFIED 3RD PARTY AND DOCUMENTATION OF

GROUNDING CERTIFICATION SHALL BE PROVIDED TO THE OWNER AND OWNER'S REPRESENTATIVE PRIOR TO PROJECT ACCEPTANCE AND BEGINNING OF THE MAINTENANCE PERIOD.

5. SEE 2-WIRE IRRIGATION CONNECTION DETAIL FOR FURTHER INFORMATION.

6. SEE 2-WIRE REMOTE CONTROL IRRIGATION VALVE DETAIL FOR FURTHER INFORMATION.

7. CONTRACTOR SHALL INCLUDE IN THEIR BID THE ADDITION OF ONE (1) COPPER GROUNDING PLATE AND #6 AWG BARE COPPER WIRE FOR CONTROLLER GROUNDING AS NECESSARY.

PAIGE ELECTRIC 4" X 36" COPPER GROUNDING
PLATE, PRE-CONNECTED TO TEN FEET (10') OF #6
AWG BARE COPPER WIRE. INSTALL GROUNDING

PLATE PERPENDICULAR TO THE WIRE RUN AND A
MINIMUM OF EIGHT (8') FROM THE WIRE PATH.
2-WIRE IRRIGATION PATH
DBR/Y-6 WATERPROOF

GREASE PACKS

LIGHTNING ARRESTOR

PAIGE ELECTRIC 'POWER SET'

CONTACT ENHANCEMENT
MATERIAL. APPLY FIFTY POUNDS
(50 LBS.) TO THE IMMEDIATE

AREA SURROUNDING ALL SIDES
OF THE GROUNDING PLATE.

GROUNDWIRE PRE-CONNECTED TO THE

GROUNDING PLATE OR USE CAD WELD

TO CONNECT TO THE PLATE
#6 AWG BARE COPPER WIRE

CONTROLLER DECODER
1-1/2" SCH. 40 ELECTRICAL CONDUIT
DBR/Y-6 WATERPROOF

GREASE PACKS

FINISHED GRADE CONTROLLER DECODER
8' (MIN.)
8' (MIN.)
24"
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-9

PUBLIC IMPROVEMENT STANDARDS

GROUNDING PLATE AND LIGHTNING

ARRESTOR

NOTES:

1. ALL IRRIGATION FITTINGS SHALL BE SCH. 40 PVC UNLESS SPECIFIED OTHERWISE.

2. ALL THREADED CONNECTIONS FROM SCH. 40 TO SCH. 80 PVC SHALL BE MADE USING TEFLON TAPE.

3. CONTRACTOR SHALL SETTLE THE AREA AROUND THE BUBBLER AND EDGE OF THE ROOT BALL SO THAT ALL IRRIGATION FLOWS THROUGH THE ROOT BALL.

PLAN VIEW

SECTION VIEW

PRESSURE COMPENSATING BUBBLER/EMITTER
SHALL BE SET 1" ABOVE FINISHED GRADE (SEE

IRRIGATION LEGEND FOR MAKE AND MODEL)
HUNTER 12" X 1
2 " SWING JOINT
SCH. 40 PVC 90° ELBOW SLIP TO THREAD

LATERAL LINE IRRIGATION (SEE IRRIGATION

PLANS FOR SIZING)
EDGE OF ROOT BALL. SETTLE BACKFILL SO

THAT IRRIGATION FLOWS THROUGH THE ROOT
BALL

EDGE OF ROOT BALL

EXISTING OR MODIFIED SOIL (SEE

SPECIFICATIONS FOR SOIL MODIFICATION)
HUNTER 12" X 1
2 " SWING JOINT
SCH. 40 PVC 90° ELBOW SLIP TO THREAD
SCH. 40 PVC TEE OR 90° ELBOW

LATERAL LINE IRRIGATION (SEE IRRIGATION

PLANS FOR SIZING)
18" (MIN.)

FINISHED GRADE
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-10

PUBLIC IMPROVEMENT STANDARDS

BUBBLER/EMITTER ON ROOT BALL
LAYOUT

SECTION VIEW

PRESSURE COMPENSATING BUBBLER/EMITTER
SHALL BE SET 1" ABOVE FINISHED GRADE (SEE

IRRIGATION LEGEND FOR MAKE AND MODEL)
HUNTER 12" X 1
2 " SWING JOINT
SCH. 40 PVC 90° ELBOW SLIP TO THREAD

LATERAL LINE IRRIGATION (SEE IRRIGATION

PLANS FOR SIZING)
EDGE OF ROOT BALL.

SETTLE BACKFILL SO

THAT IRRIGATION

FLOWS THROUGH

THE ROOT BALL

EDGE OF ROOT BALL
HUNTER 12" X 1
2 " SWING JOINT
SCH. 40 PVC 90° ELBOW SLIP TO THREAD

EXISTING OR MODIFIED SOIL (SEE

SPECIFICATIONS FOR SOIL MODIFICATION)
SCH. 40 PVC TEE OR 90° ELBOW

LATERAL LINE IRRIGATION (SEE IRRIGATION

PLANS FOR SIZING)

PLAN VIEW
NOTES:

1. ALL IRRIGATION FITTINGS SHALL BE SCH. 40 PVC UNLESS SPECIFIED OTHERWISE.

2. ALL THREADED CONNECTIONS FROM SCH. 40 TO SCH. 80 PVC SHALL BE MADE USING TEFLON TAPE.

3. CONTRACTOR SHALL SETTLE THE AREA AROUND THE BUBBLER AND EDGE OF THE ROOT BALL SO THAT ALL IRRIGATION FLOWS THROUGH THE ROOT BALL.

FINISHED GRADE
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-11

PUBLIC IMPROVEMENT STANDARDS

BUBBLERS/EMITTERS ON ROOT
BALL

NOTES:

1. ALL IRRIGATION FITTINGS UNLESS SPECIFIED OTHERWISE SHALL BE SCH. 40 PVC.

2. ALL POP-UP SPRAY BODIES SHALL BE INSTALLED WITH CHECK VALVES.

3. ELEVATION CHANGES GREATER THAN SEVEN (7') BETWEEN EACH HEAD SHALL HAVE AN ADDITIONAL CHECK VALVE OF THE SAME MANUF. AS THE POP-UP SPRAY BODY INSTALLED BETWEEN THE SWING JOINT AND POP-UP SPRAY BODY TO REDUCE RUNOFF.

4. PRIOR TO MULCHING THE CONTRACTOR SHALL SETTLE ALL OF THE SOIL IN THE IRRIGATION TRENCHES AND AROUND EACH EMITTER SO WATER FLOWS EVENLY THROUGH THE SOIL.

5. THE CONTRACTOR SHALL THOROUGHLY FLUSH THE LINES A MINIMUM OF THREE (3) TIMES PRIOR TO INSTALLING THE NOZZLE.

SPRAY NOZZLE OR BUBBLE (SEE IRRIGATION LEGEND

FOR NOZZLE MAKE, MODEL AND MANUFACTURER)

TOP OF SPRAY BODY SHALL BE FLUSHED

WITH FINISHED GRADE AFTER SETTLING

POP-UP SPRAY BODY WITH CHECK VALVE (SEE IRRIGATION

LEGEND FOR MAKE, MODEL AND MANUFACTURER)

FINISHED GRADE

EXISTING SOIL
12" X 1/2" HUNTER SWING JOINT
SCH. 40 PVC TEE OR ELBOW

LATERAL LINE (SEE

IRRIGATION PLANS

FOR SIZE AND TYPE)
SCH. 40 PVC TEE,

ELBOW OR CROSS

BACKFILLED SOIL

SECTION VIEW
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-12

PUBLIC IMPROVEMENT STANDARDS

POP UP SPRAY HEAD ON SLOPE

NOTES:

1. ALL IRRIGATION FITTINGS UNLESS SPECIFIED OTHERWISE SHALL BE SCH. 40 PVC.

2. A SCH. 80 NIPPLE SHALL BE INSTALLED BETWEEN THE SWING JOINT AND CHECK VALVE SO THE TOP OF THE ROTOR IS FLUSH WITH FINISHED GRADE AS NEEDED.

3. ALL POP-UP ROTOR BODIES SHALL BE INSTALLED WITH CHECK VALVES.

4. ELEVATION CHANGES GREATER THAN SEVEN (7') BETWEEN EACH HEAD SHALL HAVE AN ADDITIONAL CHECK VALVE OF THE SAME MANUF. AS THE ROTOR SPRAY BODY INSTALLED BETWEEN THE SWING JOINT AND POP-UP SPRAY BODY TO REDUCE RUNOFF.

5. PRIOR TO MULCHING THE CONTRACTOR SHALL SETTLE ALL OF THE SOIL IN THE IRRIGATION TRENCHES AND AROUND EACH EMITTER SO WATER FLOWS EVENLY THROUGH THE SOIL.

SECTION VIEW

ROTOR NOZZLE (SEE IRRIGATION

LEGEND FOR MAKE AND MODEL)
6" PR 12" POP UP ROTOR (SEE IRRIGATION

LEGEND FOR MAKE AND MODEL)
3/4" - 1 - 1/2" INLET

FINISHED GRADE
12" X 3/4" HUNTER

SWING JOINT
SCH. 40 PVC

TEE OR ELBOW

LATERAL LINE (SEE IRRIGATION

PLANS FOR SIZE AND TYPE)
SCH. 40 PVC TEE,

ELBOW OR CROSS

BACKFILLED SOIL

CHECK VALVE, IF SPECIFIED

EXISTING SOIL
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-13

PUBLIC IMPROVEMENT STANDARDS

ROTOR SPRAY HEAD ON SLOPE

NOTES:

1. ALL IRRIGATION FITTINGS UNLESS SPECIFIED OTHERWISE SHALL BE SCH. 40 PVC.

2. ALL POP-UP SPRAY BODIES SHALL BE INSTALLED WITH CHECK VALVES.

3. PRIOR TO INSTALLING THE NOZZLE, THE CONTRACTOR SHALL BLEED EACH NOZZLE TO REMOVE ANY DIRT, DEBRIS, GLUE OR TEFLON TAPE FROM THE IRRIGATION LINES.

4. PRIOR TO MULCHING THE CONTRACTOR SHALL SETTLE ALL OF THE SOIL IN THE IRRIGATION TRENCHES AND AROUND EACH EMITTER SO WATER FLOWS EVENLY THROUGH THE SOIL.

5. THE CONTRACTOR SHALL THOROUGHLY FLUSH THE LINES A MINIMUM OF THREE (3) TIMES PRIOR TO INSTALLING THE NOZZLE.

SECTION VIEW

SPRAY NOZZLE OR BUBBLE (SEE

IRRIGATION LEGEND FOR NOZZLE

MAKE, MODEL AND MANUFACTURER)

TOP OF SPRAY BODY SHALL BE FLUSHED

WITH FINISHED GRADE AFTER SETTLING

POP-UP SPRAY BODY WITH CHECK

VALVE (SEE IRRIGATION LEGEND FOR

MAKE, MODEL AND MANUFACTURER) FINISHED GRADE
12" X 1/2" HUNTER SWING JOINT
SCH. 40 PVC

TEE OR ELBOW

LATERAL LINE (SEE IRRIGATION

PLANS FOR SIZE AND TYPE)
SCH. 40 PVC TEE,

ELBOW OR CROSS

BACKFILLED SOIL

EXISTING SOIL
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-14

PUBLIC IMPROVEMENT STANDARDS

POP UP SPRAY HEAD

NOTES:

1. ALL IRRIGATION FITTINGS UNLESS SPECIFIED OTHERWISE SHALL BE SCH. 40 PVC.

2. A SCH. 80 NIPPLE SHALL BE INSTALLED BETWEEN THE SWING JOINT AND CHECK VALVE SO THE TOP OF THE ROTOR IS FLUSH WITH FINISHED GRADE AS NEEDED.

3. PRIOR TO MULCHING THE CONTRACTOR SHALL SETTLE ALL OF THE SOIL IN THE IRRIGATION TRENCHES AND AROUND EACH EMITTER SO WATER FLOWS EVENLY THROUGH THE SOIL.

4. THE CONTRACTOR SHALL THOROUGHLY FLUSH THE LINES A MINIMUM OF THREE (3) TIMES PRIOR TO INSTALLING THE NOZZLE.

SECTION VIEW

ROTOR NOZZLE (SEE IRRIGATION

LEGEND FOR MAKE AND MODEL)
6" PR 12" POP UP ROTOR (SEE IRRIGATION

LEGEND FOR MAKE AND MODEL)
3/4" - 1 - 1/2" INLET

FINISHED GRADE
12" X 3/4"

HUNTER SWING
JOINT
SCH. 40 PVC

TEE OR ELBOW

LATERAL LINE (SEE

IRRIGATION PLANS

FOR SIZE AND TYPE)
SCH. 40 PVC TEE,

ELBOW OR CROSS

BACKFILLED SOIL

EXISTING SOIL
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-15

PUBLIC IMPROVEMENT STANDARDS

ROTOR SPRAY HEAD

NOTES:

1. SEE IRRIGATION LEGEND FOR MAINLINE AND LATERAL LINE PIPE SIZE AND TYPE.

2. 2-WIRE IRRIGATION WIRE SHALL BE INSTALLED IN 1-1/2" SCH. 40 PVC ELECTRICAL CONDUIT.

3. DETECTABLE LOCATOR TAPE SHALL BE LOCATED SIX INCHES (6") ABOVE THE ENTIRE MAINLINE RUN.

4. IN PLANTING AREAS LESS THAN SIX FEET (6') WIDE THE MAINLINES AND LATERAL LINE HEADERS SHALL BE LOCATED NO FURTHER THAN 12" FROM THE ADJACENT PAVEMENT.

FINISHED GRADE

PAVEMENT

NON-PRESSURIZED LINE (LATERAL LINE)

DETECTABLE LOCATOR TAPE

PRESSURIZED LINE (MAINLINE) DIRECT BURIAL LOW
VOLTAGE CONTROL WIRES 1'-6" IN PLANTING AREA 3'-0" UNDERNEATH PAVEMENT 6"
1'-0"

IN PLANTING AREA
24" (MIN.)
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-16

PUBLIC IMPROVEMENT STANDARDS

IRRIGATION TRENCHING

NOTES:

1. SEE IRRIGATION LEGEND FOR MAINLINE SIZE AND TYPE.

2. ALL SLEEVES SHALL BE SCH. 40 PVC PIPE.

3. ALL SLEEVES SHALL EXTEND 12" BEYOND THE EDGE OF PAVEMENT.

4. END OF SLEEVES SHALL BE LOCATED WITH A WOODEN STAKE OR PVC PIPE. LOCATORS SHALL RUN CONTINUOUSLY FROM THE END OF THE SLEEVE TO FINISHED GRADE.

NON-PRESSURIZED LINE, SLEEVE

UNDER PAVING TO BE TWO TIMES
THE DIA. OF THE LATERAL LINE

MAINLINE, SLEEVE UNDER PAVING TO BE TWO
TIMES THE DIA. OF THE PRESSURIZED MAINLINE
PIPE
CONTROL WIRES, SLEEVE UNDER PAVING.

INSTALL ADJACENT TO PRESSURIZED
MAINLINE. BUNDLE SHALL BE NO MORE
THAN 50% OF PIPE DIA.

CLEAN BACKFILL, 95% REL. COMP. UNDER

PAVING OR PER CIVIL ENGINEER'S PLANS

PAVEMENT

BASE ROCK
3'
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-17

PUBLIC IMPROVEMENT STANDARDS

PIPE AT PAVEMENT

NOTES:

PLAN

1. VALVE BOX # 1 THRU # 4 SHALL HAVE STAINLESS
STEEL LOCKING HARDWARE.

2. VALVE BOXES SHALL BE LABELED BY HOT IRON

BRANDING OR ALUMINUM ASPHALTIC BASE WATER
PROOF PAINT.

3. LOCATE VALVE ASSEMBLIES IN PLANTING AREA.

4. VALVE LOCATIONS SHALL BE APPROVED BY THE
OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.

5. VALVE BOXES SHALL BE CENTERED ABOVE VALVE

ASSEMBLIES TO FACILITATE ACCESS AND
MAINTENANCE.

6. VALVE BOXES SHALL BE FLUSH WITH FINISHED GRADE.

7. VALVE BOXES SHALL BE SET PARALLEL TO EACH

OTHER AND PERPENDICULAR TO THE EDGE OF
PAVEMENT.

8. SEE OTHER IRRIGATION DETAILS FOR FURTHER
INFORMATION.

BV
ICV
SA
QCV
GR
WATER

TYPE CONTROLLER DESIGNATION BOXSIZE
LID
COLOR I.D. GUIDE
PW A MV #2 GREEN MASTER
VALVE
PW A FS #2 GREEN FLOW
SENSOR
PW A HM #2 GREEN HYDROMETE
R
PW A BV #2 GREEN BALL VALVE
3" OR LESS
PW A BV #1 GREEN BALL VALVE
4" OR MORE
PW A GV #2 GREEN GATE VALVE
PW A ARV #2 GREEN AIR RELEASE
VALVE
PW A QCV #4 GREEN
QUICK

COUPLER
VALVE
PW A RCV #2 GREEN
REMOTE

CONTROL
VALVE
PW A MS #2 GREEN MOISTURE
SENSOR
PW A GR #5 GREEN GROUNDING
ROD
PW A SB #4 GREEN SPLICE BOX
PW A FC #2 GREEN FUTURE

CONNECTION
PW A SA #3 GREEN SURGE

ARRESTOR
#1 #2 #3 #4 #5

JUMBO RECTANGULAR VALVE BOX
(22" X 16" X 12")

STANDARD RECTANGULAR

VALVE BOX
(18" X 12" X 12")

CIRCULAR VALVE BOX
(10" DIA.)

STANDARD RECTANGULAR

VALVE BOX
(18" X 12" X 24")

CIRCULAR VALVE BOX
(6" DIA.)
EXAMPLE:

POTABLE WATER SYSTEM ON CONTROLLER 'A',
REMOTE CONTROL VALVE STATION # 3.

PAVEMENT, WALL, OR BUILDING
1' 1' 1' 1'
1'
(TYP.)
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-18

PUBLIC IMPROVEMENT STANDARDS

VALVE BOX LAYOUT

NOTES:

1. VALVE BOXES SHALL BE LOCATED IN PLANTING AREAS.

2. SPLICES SHALL ONLY BE MADE AT ELECTRICAL PULL BOXES.

3. LOW VOLTAGE WIRES UNDER ROADWAYS MUST BE IN CONTINUOUS CONDUIT WITH 90° SCH. 40 PVC SWEEPS TERMINATING IN PULL BOXES.

4. ALL WIRE CONNECTIONS SHALL BE MADE USING DBR/Y-6 CONNECTORS OR APPROVED EQUAL.

5. VALVE BOX SHALL BE WRAPPED WITH MINIMUM 3 MIL. THICK PLASTIC AND SECURE IT USING DUCT TAPE OR ELECTRICAL TAPE.

PAVEMENT

CIRCULAR BOX WITH LOCKING LID

WATER PROOF CONNECTORS

CONTROLLER WIRES WITH
FINISH GRADE 24" MIN. EXPANSION CURLS
3/8" WELDED
WIRE MESH FOUR (4) 4" X 8" BRICKS

DIRECT BURIAL (LOW VOLTAGE)

IRRIGATION CONTROLLER
WIRES
24" MIN.

CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-19

PUBLIC IMPROVEMENT STANDARDS

SPLICE BOX

NOTES:

PLAN VIEW - OPTION A

1. LOCATE VALVE BOXES IN PLANTING AREAS.

2. WRAP VALVE BOXES WITH A MINIMUM OF 3 MIL PLASTIC AND SECURE IT USING DUCT TAPE OR ELECTRICAL TAPE.

3. PLACE ONE (1) BRICK AT EACH CORNER OF THE VALVE BOX FOR STABILIZATION.

4. ALL THREADED CONNECTIONS ARE TO BE MADE WITH PIPE DOPE OR TEFLON TAPE.

5. 3" OF WASHED PEA GRAVEL SHALL BE PLACED AT THE BOTTOM OF THE VALVE BOX.

VALVE BOX WITH LOCKING
LID (SEE CITY STD. L-18)
WATER HAMMER ARRESTOR.

SEE IRRIGATION LEGEND FOR

FURTHER INFORMATION
SCH. 80 TRUE UNION

BALL VALVE
1" X 10" SCH. 40 GALV.

THREADED NIPPLE
1" X 'S' SCH. 40 GALV.

THREADED REDUCER
(SEE IRRIGATION PLANS

FOR MAINLINE SIZE)

MASTER VALVE OR

HYDROMETER (SEE

IRRIGATION LEGEND FOR

FURTHER INFORMATION)

MAINLINE PIPE

DOWNSTREAM

TO VALVES

BACKFLOW PREVENTION DEVICE
2' 2'
8"
2' 2'
8"

PLAN VIEW - OPTION B
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-20

PUBLIC IMPROVEMENT STANDARDS

WATER HAMMER ARRESTOR

NOTES:

1. THE CONTRACTOR SHALL LOCATE THE MAINLINE SHUT OFF VALVE IN A RECTANGULAR LOCKING VALVE BOX.

2. PRIOR TO INSTALLING THE CAP ON THE MAINLINE THE CONTRACTOR SHALL BLOW OUT THE MAINLINE OF ANY AND ALL DEBRIS INSIDE THE MAINLINE THAT MAY HAVE COLLECTED DURING CONSTRUCTION.

3. THE CONTRACTOR SHALL MARK THE CAP OF THE PIPE WITH A 12" #4 REBAR PLACED 4" - 6" BELOW FINISH GRADE FOR EASE OF LOCATING.

VALVE BOX (SEE CITY STD. L-18)
5' OF ADDITIONAL 2-WIRE PULLED & COILED IN
A 1' COIL AND SECURED WITH BLACK ZIP TIES

IN THE BOTTOM OF THE VALVE BOX
DBR/Y-6 GREASE PACK
GATE VALVE. SEE IRRIGATION LEGEND
FOR MAKE AND MODEL. (SEE STD. L-29)
1" - 2" THICK LAYER OF

WASHED PEA GRAVEL
1-1/2" SCH. 40 ELECTRICAL CONDUIT.

PLACE EXPANSION FOAM IN THE
CONDUIT AFTER THE 2-WIRE

IRRIGATION HAS BEEN PULLED

THROUGH THE CONDUIT
1/4" POWDER COATED

WELDED WIRE MESH
THRUST BLOCK (SEE CITY STD. W-3)
1-1/2" SCH. 40 ELECTRICAL CONDUIT. PLACE

EXPANSION FOAM IN THE CONDUIT AFTER THE
2-WIRE IRRIGATION HAS BEEN PULLED THROUGH

THE CONDUIT
5' OF ADDITIONAL 2-WIRE PULLED & COILED
IN A 1' COIL AND SECURED WITH BLACK ZIP

TIES IN THE BOTTOM OF THE VALVE BOX
GATE VALVE. SEE IRRIGATION

LEGEND FOR MAKE AND
MODEL. (SEE CITY STD. L-27)
1" - 2" THICK LAYER OF

WASHED PEA GRAVEL

VALVE BOX
(SEE STD. L-20)
5'
MAINLINE STUB OUT. THE

CONTRACTOR SHALL MARK THE

LOCATION ON THE AS-BUILTS

DRAWINGS FOR FUTURE USE
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-21

PUBLIC IMPROVEMENT STANDARDS

MAINLINE STUB OUT

NOTES:

1. HYDROMETER SHALL BE REED SWITCH (RS) REGISTER OR PHOTO DIODE HIGH FREQUENCY (PDH) REGISTER.

2. CHECK WITH CONTROLLER MANUFACTURER AND INSTALL PER THEIR SPECIFICATIONS AND RECOMMENDATIONS.

3. HYDROMETER SHALL BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS AND RECOMMENDATIONS.

4. HYDROMETER WIRE SHALL BE PER THE IRRIGATION CONTROLLER MANUFACTURER'S SPECIFICATIONS.

5. ALL WIRE RUNS SHALL BE CONTINUOUS WITHOUT ANY SPLICES. WIRE CONNECTIONS SHALL BE MADE USING DBR-Y/6 OR APPROVED EQUAL.

6. VALVE BOX SHALL BE WRAPPED WITH A MINIMUM 3 MIL. THICK PLASTIC AND SECURE IT TO THE VALVE BOX USING DUCT TAPE OR ELECTRICAL TAPE.

7. VALVE BOX SHALL BE LOCATED IN PLANTING AREA.

RECTANGULAR VALVE BOX

WITH LOCKING LID

HYDROMETER (SEE IRRIGATION

LEGEND FOR MAKE AND MODEL)

CONTROLLER WIRES WITH
12" MIN. EXPANSION COILS
SCH. 80 PVC THREADED

COUPLING
SCH. 80 PVC

MALE ADAPTER
4" - 8"
SCH. 80 PVC THREADED UNION

FINISH GRADE
SCH. 40 PVC
45° ELBOWS

IRRIGATION MAINLINE
(SEE IRRIGATION PLANS

FOR MAKE AND SIZE)
FOUR (4) 4" X 8" BRICKS 3/8" WELDED WIRE MESH
FLOW
3" THICK LAYER

OF PEA GRAVEL
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-22

PUBLIC IMPROVEMENT STANDARDS

HYDROMETER

NOTES:

1. MASTER VALVE SHALL BE MAKE AND MODEL NUMBER AS PRESCRIBED PER THE CONTROLLER MANUFACTURER'S SPECIFICATIONS

2. INSTALL MASTER VALVE PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.

3. MASTER VALVE WIRE SHALL BE 14 AWG OR LARGER. COLOR: BLACK.

4. ALL WIRE RUNS SHALL BE CONTINUOUS WITHOUT ANY SPLICES. WIRE CONNECTIONS SHALL BE MADE USING DBR-Y/6 CONNECTO OR APPROVED EQUAL.

5. WRAP VALVE BOX WITH MIN. 3 MIL. THICK PLASTIC AND SECURE IT TO THE VALVE BOX USING DUCT TAPE OR ELECTRICAL TAPE.

6. SEE MASTER VALVE/ FLOW SENSOR DETAIL FOR LINEAR DIMENSIONS.

7. VALVE BOXES SHALL BE LOCATED IN PLANTING AREAS.
6" - 8"
SCH. 80 PVC UNION

FINISH GRADE
SCH. 40 PVC 45° ELBOW

IRRIGATION MAINLINE
(SEE IRRIGATION LEGEND

FOR SIZE AND CLASS)
SCH. 80 PVC MALE ADAPTER 3" THICK LAYER OF PEA

GRAVEL OR APPROVED EQUAL
3/8" WELDED WIRE MESH
FOUR (4) 4" X 8" BRICKS

MAINLINE FLOW SENSOR

CONTROL WIRES WITH
12" MIN. EXPANSION COIL

RECTANGULAR VALVE BOX

WITH LOCKING LID
FLOW

MASTER VALVE ( SEE IRRIGATION

LEGEND FOR MAKE AND MODEL)
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-23

PUBLIC IMPROVEMENT STANDARDS

MASTER VALVE

NOTES:

1. ALL THREADED CONNECTIONS SHALL BE INSTALLED USING TEFLON TAPE.

2. VALVE BOX SHALL BE WRAPPED WITH A MINIMUM 3 MIL THICK PLASTIC AND SECURED TO THE VALVE BOX USING DUCT TAPE OR ELECTRICAL TAPE.

3. ALL QUICK COUPLERS SHALL BE INSTALLED A MINIMUM OF 18" OFF OF THE MAINLINE.

4. VALVE BOXES SHALL BE LOCATED IN PLANTING AREAS.

ROUND VALVE BOX WITH LOCKING LID

FINISH GRADE

PAVEMENT

QUICK COUPLER VALVE (SEE

IRRIGATION LEGEND FOR
MAKE AND MODEL NO.)
SCH. 80 PVC NIPPLE
THREE (3) 4" X 8" BRICKS
SCH. 80 PVC SWING JOINT

MAINLINE (SEE IRRIGATION

PLANS FOR SIZING)
SCH. 80 PVC TEE OR ELBOW
#6 X 48" REBAR

STAINLESS STEEL

SCREW CLAMP
4" - 8"
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-24

PUBLIC IMPROVEMENT STANDARDS

QUICK COUPLER VALVE

NOTES:

1. FLOW SENSOR SHALL BE OF MAKE AND MODEL AS RECOMMENDED BY THE CONTROLLER MANUFACTURER.

2. FLOW SENSOR WIRE SHALL BE PER MANUFACTURER'S SPECIFICATIONS.

3. MASTER VALVE WIRE SHALL BE DIRECT BURIAL 14 AWG WIRE (OR LARGER). COLOR: BLACK.

4. ALL WIRE RUNS SHALL BE CONTINUOUS WITHOUT ANY SPLICES.

5. SEE MASTER VALVE DETAIL AND FLOW SENSOR DETAIL FOR FURTHER INFORMATION.

6. FLOW RUN PIPE SHALL BE REDUCED DOWN ONE (1) PIPE SIZE AS INDICATED.

EXAMPLE
3" MAINLINE = 2-1/2" FLOW RUN
2-1/2" MAINLINE = 2" FLOW RUN
2" MAINLINE = 1-1/2" FLOW RUN

MASTER VALVE

MAINLINE PIPE FROM BACKFLOW

PREVENTION DEVICE
FLOW
SCH. 40 PVC REDUCER
SCH. 40 PVC COUPLING

MAINLINE PIPE TO

IRRIGATION SYSTEM

FLOW SENSOR FLOW RUN
10 X DIA.

OF PIPE
5 X DIA.

OF PIPE
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-25

PUBLIC IMPROVEMENT STANDARDS

MASTER VALVE & FLOW SENSOR
LAYOUT

NOTES:

1. FLOW SENSOR MAKE AND MODEL NUMBER SHALL BE PER CONTROLLER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS (SEE IRRIGATION PLANS).

2. FLOW SENSOR WIRE SHALL BE PER THE CONTROLLER MANUFACTURER'S SPECIFICATIONS.

3. INSTALL FLOW SENSOR PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.

4. ALL WIRE RUNS SHALL BE CONTINUOUS WITHOUT ANY SPLICES. WIRE CONNECTIONS SHALL BE MADE USING DBR/Y-6 CONNECTORS OR APPROVED EQUAL.

5. VALVE BOX SHALL BE WRAPPED WITH A MIN. OF THREE (3) MIL THICK PLASTIC AND SECURE IT TO THE VALVE BOX USING DUCT TAPE OR ELECTRICAL TAPE.

6. SEE CITY STD. L-27 FOR LINEAR DIMENSIONS.

FLOW
FOUR (4) 4" X 8" BRICKS

MAINLINE PIPE FROM MASTER

VALVE (FOR MAINLINE PIPE
SIZE SEE CITY STD. L-25)
3/8" WELDED WIRE MESH

FLOW SENSOR (SEE IRRIGATION

PLANS FOR MAKE AND MODEL)
3" THICK LAYER OF PEA GRAVEL

OR APPROVED EQUAL

FINISH GRADE

RECTANGULAR VALVE BOX

WITH LOCKING LID

IRRIGATION VALVE
WIRES WITH A 12" MIN.

EXPANSION COIL
SCH. 40 PVC REDUCER

BUSHING
SCH. 40 PVC
45° ELBOW
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-26

PUBLIC IMPROVEMENT STANDARDS

FLOW SENSOR

NOTES:

1. INSTALL GATE VALVE PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.

2. VALVE BOX SHALL BE WRAPPED WITH MINIMUM 3 MIL. THICK PLASTIC AND SECURE IT TO VALVE BOX USING DUCT TAPE OR ELECTRICAL TAPE.

3. VALVE BOX SHALL BE LOCATED IN PLANTING AREA.
6"
MIN.

RECTANGULAR VALVE BOX WITH LOCKING LID

FINISHED GRADE
2' SQUARE OPERATING NUT

RESILIENT WEDGE GATE VALVE (SEE

IRRIGATION LEGEND FOR MAKE AND MODEL)
FOUR (4) 4"
X 8" BRICKS
3/8" STEEL
TIES

IRRIGATION MAINLINE

EXISTING SOIL
12" X 12" X 8" CONCRETE ANCHOR
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-27

PUBLIC IMPROVEMENT STANDARDS

GATE VALVE AND ANCHOR

SECTION VIEW
NOTES:

1. CONTRACTOR SHALL PROVIDE FIVE (5') ADDITIONAL FEET OF 2-WIRE AT EACH VALVE LOCATION AND COIL IT UNDERNEATH THE IRRIGATION VALVE AND SECURE IT WITH BLACK ZIP TIES.

SEE DETAIL FOR IRRIGATION VALVE. SEE IRRIGATION PLANS
FOR PIPING.

WATERPROOF CONNECTIONS TO VALVE. 3M DBR-Y/6 GREASE
PACKS OR APPROVED EQUAL . WATERPROOF CONNECTIONS FOR COMMON WIRE TO VALVE. 3M DBR-Y/6 GREASE PACKS OR APPROVED EQUAL.

TWO-WIRE IRRIGATION WIRE. (SEE SPECIFICATIONS FOR
FURTHER INFORMATION).

IRRIGATION MAINLINE, SEE IRRIGATION PLANS FOR FURTHER
INFORMATION.

TWO-WIRE RED WIRE TO RED BICODER WIRE WITH A
WATERPROOF CONNECTOR 3M DBR-Y/6 GREASE PACKS OR
APPROVED EQUAL.

BLACK TWO-WIRE IRRIGATION WIRE TO WATERPROOF
CONNECTOR 3M DBR-Y/6 GREASE PACKS OR APPROVED
EQUAL.

TWO-WIRE IRRIGATION DECODER. SEE IRRIGATION PLANS FOR
MAKE AND MODEL. ATTACH TO THE VALVE BOX USING A
STAINLESS STEAL SELF TAPPING SCREW.
1-1/2" SCH. 40 ELECTRICAL CONDUIT.
1 2
3 4
5 6
7 8
9 5
1 8
5 2 3 2
3 8 6
9 4
7 1
9 4

SECTION VIEW

PLAN VIEW
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-28

PUBLIC IMPROVEMENT STANDARDS
2-WIRE IRRIGATION CONNECTIONS

NOTES:

1. COMMON WIRE AND CONTROLLER WIRE SHALL BE DIRECT BURIAL 14 AWG OR LARGER CONTROLLER MANUFACTURER APPROVED 2-WIRE IRRIGATION WIRE .

2. ALL WIRE RUNS SHALL BE CONTINUOUS WITHOUT ANY SPLICES UNLESS APPROVED BY THE OWNER'S REPRESENTATIVE. SEE SPLICE BOX DETAIL. WIRE CONNECTIONS SHALL BE MADE USING DBR/Y-6 CONNECTORS OR APPROVED EQUAL.

3. CONTRACTOR SHALL COIL AND ADDITIONAL FIVE FEET (5') OF 2-WIRE IRRIGATION WIRE AT EACH VALVE FOR FUTURE USE AND SECURE IT BELOW THE VALVE USING BLACK ZIP TIES.

4. VALVE BOX SHALL BE WRAPPED WITH MIN. 3 MIL THICK PLASTIC AND SECURED USING DUCT TAPE OR ELECTRICAL TAPE.

5. MAINLINES 4" OR LARGER SHALL USE SADDLES AT THE CONNECTION POINTS TO THE IRRIGATION VALVE. (SEE SPECIFICATIONS FOR IRRIGATIONS SADDLES).

6. ALL SCH. 80 PVC TO SCH. 40 PVC THREADED CONNECTIONS SHALL BE MADE USING TEFLON TAPE.

7. VALVE BOXES SHALL BE LOCATED IN PLANTING AREAS.

RECTANGULAR VALVE

BOX WITH LOCKING LID

FINISH GRADE
2-WIRE IRRIGATION WIRES
(SEE CITY STD. L-30)

REMOTE CONTROL IRRIGATION VALVE
(SEE IRRIGATION PLANS FOR SIZE AND MODEL)
SCH. 80 PVC MALE ADAPTER

PLASTIC TAG WITH VALVE

STATION NUMBER ID
SCH. 80 PVC TRU-UNION

BALL VALVE

PAVEMENT
3/8" WELDED WIRE MESH
SCH. 40 OR 80 PVC TEE OR ELBOW
(SEE IRRIGATION PLAN MAINLINE SIZE AND TYPE)
3" THICK LAYER OF PEA GRAVEL
SCH. 40 PVC 90° ELBOW
SCH. 40 PVC PIPE
FOUR (4) 4" X 8" BRICKS
SCH. 80 PVC MALE UNION

MAINLINE (SEE IRRIGATION

PLANS FOR SIZE AND TYPE)
4" - 8"
24" MIN.

CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-29

PUBLIC IMPROVEMENT STANDARDS
2-WIRE REMOTE CONTROL VALVE

NOTES:

1. HYDROMETER SHALL BE OF MAKE AND MODEL AS RECOMMENDED BY THE CONTROLLER MANUFACTURER.

2. HYDROMETER WIRE SHALL BE PER MANUFACTURER'S SPECIFICATIONS.

3. ALL WIRE RUNS SHALL BE CONTINUOUS WITHOUT ANY SPLICES.

4. ALL WIRE SHALL BE PLACED IN 1-1/2" SCH. 40 ELECTRICAL CONDUIT.

5. SEE CITY STD. L-24 FOR FURTHER INFORMATION.

6. FLOW RUN PIPE SHALL BE REDUCED DOWN ONE (1) PIPE SIZE AS INDICATED.

EXAMPLE
3" MAINLINE = 2-1/2" FLOW RUN
2-1/2" MAINLINE = 2" FLOW RUN
2" MAINLINE = 1-1/2" FLOW RUN
FLOW

MAINLINE PIPE FROM

BACKFLOW PREVENTION
DEVICE
5 X DIA. OF PIPE 5 X DIA. OF PIPE
SCH. 40 PVC REDUCER
SCH. 40 PVC COUPLING
FLOW RUN. PIPE SIZE

SHALL BE ONE SIZE LESS

THAN THE MAINLINE

MAINLINE PIPE TO

IRRIGATION SYSTEM

HYDROMETER
(SEE IRRIGATION PLANS FOR

MAKE, MODEL, AND SIZE)
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-30

PUBLIC IMPROVEMENT STANDARDS

HYDROMETER LAYOUT

NOTES:

1. LOCATE VALVE BOXES IN PLANTING AREAS.

2. WRAP VALVE BOX WITH A MINIMUM OF 3 MIL THICK PLASTIC AND SECURE IT USING DUCT TAPE OR ELECTRICAL TAPE.

3. ALL THREADED CONNECTION TO BE MADE USING TEFLON TAPE OR PIPE DOPE. 6" - 12"

RECTANGULAR VALVE

BOX WITH LOCKING LID

FINISH GRADE

PAVEMENT

AIR RELEASE VALVE (SEE

IRRIGATION LEGEND FOR

MAKE AND MODEL)
1" BRASS BALL VALVE
1" SCH. 80 NIPPLE
SCH. 80 TEE OR SADDLE

MAINLINE
FOUR (4) 4"
X 8" BRICKS
3/8" WELDED WIRE MESH
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-31

PUBLIC IMPROVEMENT STANDARDS
1" AIR RELEASE VALVE

NOTES:

1. PROVIDE SCORE JOINTS AT 10'-0" O.C.

2. CONCRETE SHALL BE CLASS B, 5 SACK MIX.

3. EXPANSION JOINTS SHALL BE PROVIDED AT CORNERS OR WALLS AND EVERY 30'-0" O.C. MAXIMUM.

PLANTING SHALL BE 2"

BELOW TOP OF CURB
8" CONCRETE MOW STRIP
1/2" TOOLED RADIUS

TURF AREA
SUBGRADE COMPACTED TO 90%
8"
8"
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-32

PUBLIC IMPROVEMENT STANDARDS
8" CONCRETE MOW STRIP

NOTES:

1. SHAVING TO BE CONDUCTED USING A SHARP BLADE OR

HAND SAW ELIMINATING NO MORE THAN NEEDED TO REMOVE
ALL ROOTS ON THE PERIPHERY OF ROOT BALL.

2. SHAVING CAN BE PERFORMED JUST PRIOR TO PLANTING OR
AFTER PLACING IN THE HOLE.

BEFORE SHAVING

SHAVE ROOT BALL HERE

TO REMOVE ALL ROOTS

GROWING ON PERIPHERY
2" MAX

SHAVE OUTER

PERIPHERY OF

THE ROOT BALL A
MAX. OF 2" THICK

SHAVING PROCESS

SHAVING COMPLETE

ROOTS TIPS EXPOSED AT PERIPHERY
OF ROOT BALL. ALL RODS GROWING

AROUND PERIPHERY ARE REMOVED
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-33

PUBLIC IMPROVEMENT STANDARDS

ROOT BALL SHAVING

NOTES:

1. ASPECT RATIO SHALL BE LESS THAN 0.66 ON ALL BRANCH UNIONS. ASPECT RATIO

IS THE DIAMETER OF BRANCH (B) DIVIDED BY THE DIAMETER OF THE TRUNK (A) AS MEASURED 1" ABOVE THE TOP OF THE BRANCH UNION.

2. ANY TREE NOT MEETING THE CROWN OBSERVATIONS DETAIL MAY BE REJECTED.

EXAMPLE
A B
ASPECT
RATIO

1.50" 0.50" 0.33

2.50" 0.09" 0.36

2.00" 1.00" 0.50

2.50" 1.60: 0.64

ASPECT RATIO IS
LESS THAN 0.65

ACCEPTABLE
ASPECT RATIO OF B:A LESS
THAN 0.66 AS MEASURED 1"

ABOVE THE TOP OF THE

BRANCH UNION
A
B
B
A
A
B

ASPECT RATIO IS
GREATER THAN 0.66
ASPECT RATIO OF B:A GREATER
THAN OR EQUAL TO 0.66 AS
MEASURED 1" ABOVE THE TOP

OF THE BRANCH UNION

EXAMPLE
A B
ASPECT
RATIO

2.50" 1.80" 0.72

2.0" 2.0" 1.0

2.5" 2.0" 0.80

4.0" 3.0" 0.75
A
B B
A
B

REJECTABLE
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-34

PUBLIC IMPROVEMENT STANDARDS

CROWN OBSERVATION - MULTI

NOTES:

1. ASPECT RATIO SHALL BE LESS THAN 0.66 ON ALL BRANCH UNIONS. ASPECT RATIO IS THE DIAMETER OF BRANCH (B) DIVIDED BY THE DIAMETER OF THE TRUNK (A) AS MEASURED 1" ABOVE THE TOP OF THE BRANCH UNION.

2. ANY TREE NOT MEETING THE CROWN OBSERVATIONS DETAIL MAY BE REJECTED.

ASPECT RATIO IS
LESS THAN 0.66

EXAMPLE
A B
ASPECT
RATIO

1.50" 0.50" 0.33

2.50" 0.09" 0.36

2.00" 1.00" 0.50

2.50" 1.60: 0.64
A
B
B
A
B A
ASPECT RATIO OF B:A LESS THAN 0.66 AS MEASURED
1" ABOVE THE TOP OF THE BRANCH UNION

ACCEPTABLE

ONE CENTRAL LEADER
(NO CODOMINANT LEADER)

ASPECT RATIO IS
GREATER THAN 0.66

MULTIPLE LEADERS
(SEVERAL CODOMINANT

LEADERS)

EXAMPLE
A B
ASPECT
RATIO

2.50" 1.80" 0.72

2.0" 2.0" 1.0

2.5" 2.0" 0.80

4.0" 3.0" 0.75
ASPECT RATIO OF B:A GREATER THAN OR EQUAL TO 0.66 AS
MEASURED 1" ABOVE THE TOP OF THE BRANCH UNION.

REJECTABLE
A
B
A
B
B
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-35

PUBLIC IMPROVEMENT STANDARDS

CROWN OBSERVATION - HIGH

BRANCHED

NOTES:

ACCEPTABLE

1. OBSERVATIONS OF ROOTS SHALL OCCUR PRIOR TO ACCEPTANCE. ROOTS AND SUBSTRATE MAY BE REMOVED DURING THE OBSERVATION PROCESS; SUBSTRATE/SOIL SHALL BE REPLACED AFTER OBSERVATION HAS BEEN COMPLETED.

2. SMALL ROOTS ( 1
4" OR LESS) THAT GROW AROUND, UP, OR DOWN THE ROOT BALL PERIPHERY ARE CONSIDERED A NORMAL CONDIT IN CONTAINER PRODUCTION AND ARE ACCEPTABLE HOWEVER THEY SHOULD BE ELIMINATED AT THE TIME OF PLANTING. ROOTS THE PERIPHERY CAN BE REMOVED AT THE TIME OF PLANTING. (SEE ROOT BALL SHAVING CONTAINER DETAIL).

3. SEE SPECIFICATIONS FOR OBSERVATION PROCESS AND REQUIREMENTS.

TOP OF

ROOT BALL

ROOT COLLAR

POINT WHERE TOP

MOST ROOT EMERGES

FROM TRUNK

THE POINT WHERE TOP-MOST ROOT(S) EMERGES FROM THE
TRUNK (ROOT COLLAR) SHOULD BE WITHIN THE TOP 2" OF
SUBSTRATE. THE ROOT COLLAR AND THE ROOT BALL INTERIOR

SHOULD BE FREE OF DEFECTS INCLUDING CIRCLING, KINKED,
ASCENDING, AND STEM GIRDLING ROOTS. STRUCTURAL ROOTS
SHALL REACH THE PERIPHERY NEAR THE TOP OF THE ROOT BALL.

ROOT BALL PERIPHERY

STRUCTURAL ROOT

ROOTS RADIATE FROM TRUNK AND REACH SIDE OF
ROOT BALL WITHOUT DEFLECTING DOWN OR AROUND.

ABSORBING
ROOTS

STRUCTURAL
ROOTS

STRUCTURAL ROOTS CIRCLE
INTERIOR OF ROOT BALL. NO

STRUCTURAL ROOTS ARE

HORIZONTAL AND REACH THE

ROOT BALL PERIPHERY NEAR
THE TOP OF THE ROOT BALL.

ONLY ABSORBING ROOTS

REACH THE PERIPHERY NEAR
THE TOP OF THE ROOT BALL.

STRUCTURAL ROOTS MOSTLY

WRAP OR ARE DEFLECTED ON
THE ROOT BALL INTERIOR.

STRUCTURAL ROOTS DESCEND
INTO ROOT BALL INTERIOR. NO

STRUCTURAL ROOTS ARE

HORIZONTAL AND REACH THE

ROOT BALL PERIPHERY NEAR
THE TOP OF THE ROOT BALL.

STRUCTURAL ROOTS

CIRCLE AND DO NOT
RADIATE FROM THE TRUNK.

STRUCTURAL ROOTS

PRIMARILY GROW TO
ONE SIDE.

STRUCTURAL ROOTS MISSING

FROM ONE SIDE, AND/OR
GROW TANGENT TO TRUNK.

ROOTS GROWING

TANGENT TO TRUNK

REJECTABLE
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-36

PUBLIC IMPROVEMENT STANDARDS

ROOT OBSERVATION - CONTAINER

NOTES:

SECTION VIEW

1. SEE PLANTING LEGEND FOR GROUNDCOVER SPECIES, SIZE, AND SPACING DIMENSION.

2. SMALL ROOTS (1/4" OR LESS) THAT GROW AROUND, UP, OR DOWN THE ROOT BALL PERIPHERY ARE CONSIDERED A

NORMAL CONDITION IN CONTAINER PRODUCTION AND ARE ACCEPTABLE HOWEVER THEY SHOULD BE ELIMINATED AT THE TIME OF PLANTING. ROOTS ON THE PERIPERHY CAN BE REMOVED AT THE TIME OF PLANTING. (SEE ROOT BALL SHAVING CONTAINER DETAIL).

3. SETTLE SOIL AROUND ROOT BALL OF EACH GROUNDCOVER PRIOR TO MULCHING. 2-3" THICK LAYER

OF MULCH

FINISH GRADE

EXISTING SOIL
MODIFIED SOIL. DEPTH
VARIES. (SEE SPECIFICATION

FOR SOIL MODIFICATION)

GROUND PLANT TO BE

TRIANGULARLY SPACED
MULCH

PAVEMENT

PLAN VIEW
EQ. EQ.
6"
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-37

PUBLIC IMPROVEMENT STANDARDS

GROUNDCOVER

NOTES:

SECTION VIEW

1. SHRUBS SHALL BE OF QUALITY PRESCRIBED IN THE ROOT OBSERVATIONS DETAIL AND SPECIFICATIONS.

2. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS RELATED TO THIS DETAIL.

SHRUB

ROOTBALL
4" LAYER OF MULCH. NO MORE
THAN 1" OF MULCH ON TOP OF
ROOT BALL. (SEE SPECIFICATION

FOR MULCH)

FINISH GRADE
3X'S WIDEST DIMENSION OF ROOT BALL
LOOSEN SOIL. DIG AND

TURN THE SOIL TO REDUCE

THE COMPACTION TO THE

AREA AND DEPTH SHOWN

SLOPE SIDES OF

LOOSENED SOIL
4" HIGH X 8" WIDE ROUND - TOPPED

SOIL BERM ABOVE ROOT BALL

SURFACE SHALL BE CONSTRUCTED
AROUND THE ROOT BALL. BERM SHALL

BEGIN AT ROOT BALL PERIPHERY

ROOT BALL RESTS ON EXISTING

OR RECOMPACTED SOIL

PRIOR TO MULCHING,

LIGHTLY TAMP SOIL AROUND
THE ROOT BALL IN 6" LIFTS
TO BRACE SHRUB. DO NOT
OVER COMPACT. WHEN THE

PLANTING HOLE HAS BEEN

BACKFILLED, POUR WATER

AROUND THE ROOT BALL TO
SETTLE THE SHRUB.

EXISTING SOIL
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-38

PUBLIC IMPROVEMENT STANDARDS

SHRUB - UNMODIFIED SOIL

NOTES:

1. SHRUBS SHALL BE OF QUALITY AS PRESCRIBED IN THE
ROOT OBSERVATIONS DETAIL AND SPECIFICATION.

2. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS
RELATED TO THIS DETAIL.

SHRUB

ROOT BALL
ROUND - TOPPED SOIL BERM 4" HIGH AND
8" WIDE ABOVE ROOT BALL SURFACE

SHALL BE CENTERED ON THE DOWNHILL
SIDE OF THE ROOT BALL FOR 240°. BERM

SHALL BEGIN AT ROOT BALL PERIPHERY

PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE
ROOT BALL IN 6" LIFTS TO BRACE SHRUB. DO NOT OVER
COMPACT. WHEN PLANTING HOLE HAS BEEN BACKFILLED,

POUR WATER AROUND THE ROOT BALL TO SETTLE SOIL
4" LAYER OF MULCH. NO
MORE THAN 1" OF MULCH

ON TOP OF ROOT BALL

ORIGINAL SLOPE SHOULD

PASS THROUGH THE POINT

WHERE THE TRUNK MEETS

SUBSTRATE/SOIL

SLOPE SIDES OF

LOOSENED SOIL BOTTOM OF ROOT BALL

RESTS ON EXISTING OR

RECOMPACTED SOIL

EXISTING SOIL
LOOSENED THE SOIL. DIG AND TURN THE

SOIL TO REDUCE THE COMPACTION TO THE

AREA AND DEPTH SHOWN
3X'S WIDEST DIMENSION OF ROOT BALL

SECTION VIEW
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-39

PUBLIC IMPROVEMENT STANDARDS
SHRUB ON SLOPE (5% TO 50%)

NOTES:

1. TREES SHALL BE OF QUALITY PRESCRIBED IN

CROWN OBSERVATIONS AND ROOT
OBSERVATIONS DETAILS AND SPECIFICATIONS.

2. SEE SPECIFICATIONS FOR FURTHER
REQUIREMENTS RELATED TO THIS DETAIL.

CENTRAL LEADER (SEE

CROWN OBSERVATION DETAIL)

TRUNK CALIPER SHALL
MEET ANSI Z60 CURRENT

EDITION FOR ROOT BALL SIZE

ROOT BALL MODIFIED AS

REQUIRED
ROUND-TOPPED SOIL BERM 4" HIGH X
8" WIDE ABOVE ROOT BALL SURFACE

SHALL BE CONSTRUCTED AROUND
THE ROOT BALL. BERM SHALL BEGIN

AT ROOT BALL PERIPHERY

EXISTING
SOIL

SLOPE SIDES OF

LOOSENED SOIL

BOTTOM OF ROOT BALL

RESTS ON EXISTING OR

RECOMPACTED SOIL
4" LAYER OF MULCH. NO
MORE THAN 1" OF MULCH ON
TOP OF ROOT BALL. (SEE

SPECIFICATIONS FOR MULCH)
LOOSENED SOIL. DIG AND TURN THE

SOIL TO REDUCE COMPACTION TO THE

AREA AND DEPTH SHOWN

PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND
THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO
NOT OVER COMPACT. WHEN THE PLANTING HOLE

HAS BEEN BACKFILLED, POUR WATER AROUND

THE ROOT BALL TO SETTLE THE SOIL
FINISH
GRADE

SECTION VIEW
3X'S WIDEST DIMENSION OF ROOT BALL
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-40

PUBLIC IMPROVEMENT STANDARDS

TREE WITH BERM

NOTES:

SECTION VIEW

1. TREES SHALL BE OF QUALITY PRESCRIBED IN

CROWN OBSERVATIONS AND ROOT
OBSERVATIONS DETAILS AND SPECIFICATIONS.

2. SEE SPECIFICATIONS FOR FURTHER
REQUIREMENTS RELATED TO THIS DETAIL.
4" LAYER OF MULCH. NO
MORE THAN 1" OF MULCH

ON TOP OF ROOT BALL
(SEE SPECIFICATION FOR
MULCH)
ROUND-TOPPED SOIL BERM 4" HIGHX 8" WIDE

ABOVE ROOT BALL SURFACE SHALL BE

CENTERED ON THE DOWNHILL SIDE OF THE
ROOT BALL FOR 240° BERM SHALL BEGIN AT

ROOT BALL PERIPHERY

ROOT BALL

MODIFIED AS

REQUIRED

TRUNK CALIPER SHALL
MEET ANSI Z60 CURRENT

EDITION FOR ROOT BALL SIZE

CENTRAL LEADER (SEE CROWN

OBSERVATIONS DETAIL)

ORIGINAL SLOPE SHOULD

PASS THROUGH THE POINT

WHERE THE TRUNK BASE

MEETS SUBSTRATE/SOIL
LOOSENED SOIL. DIG AND TURN THE SOIL TO REDUCE

THE COMPACTION TO THE AREA AND DEPTH SHOWN

PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE
ROOT BALL IN 6"LIFTS TO BRACE TREE. DO NOT OVER
COMPACT. WHEN THE PLANTING HOLE HAS BEEN

BACKFILLED, POUR WATER AROUND THE ROOT BALL TO

SETTLE THE SOIL
3X'S WIDEST DIMENSION OF ROOT BALL

SLOPE SIDES OF

LOOSENED SOIL
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-41

PUBLIC IMPROVEMENT STANDARDS
TREE ON SLOPE (5% TO 50%)

NOTES:

1. VINES SHALL BE OF QUALITY AS PRESCRIBED IN THE ROOT OBSERVATIONS DETAIL AND SPECIFICATIONS.

2. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS RELATED TO THIS DETAIL.

FACE OF WALL OR BUILDING
LEAN NURSERY STAKE AGAINST THE WALL.

STAKE TO BE REMOVED AT THE END OF THE

MAINTENANCE (WARRANTY) PERIOD AFTER

THE VINE HAS ATTACHED TO THE WALL
VINE

ROOT BALL
4" X 8" WIDE ROUND - TOPPED SOIL

BERM ABOVE ROOT BALL SURFACE

SHALL BE CONSTRUCTED AROUND THE
ROOT BALL. BERM SHALL BEGIN AT

ROOT BALL PERIPHERY
4" LAYER OF MULCH. NO MORE THAN
1" OF MULCH ON THE TOP OF THE
ROOT BALL (SEE SPECS. FOR MULCH)

PRIOR TO MULCHING, LIGHTLY TAMP SOIL
AROUND THE ROOT BALL IN 6" LIFTS TO
BRACE SHRUB. DO NOT OVER COMPACT.

WHEN THE PLANTING HOLE HAS BEEN

BACKFILLED, POUR WATER AROUND THE

ROOT BALL TO SETTLE THE SOIL

FINISH GRADE

PAVEMENT

SLOPE SIDES OF LOOSENED SOIL
LOOSENED SOIL. DIG AND TURN THE SOIL

TO REDUCE THE COMPACTION TO THE

AREA AND DEPTH SHOWN

ROOT BALL RESTS
ON EXIST. OR

RECOMPACTED SOIL
EXIST. SOIL
3X'S WIDEST DIM. OF

ROOT BALL
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-42

PUBLIC IMPROVEMENT STANDARDS

VINE - UNMODIFIED SOIL

PLAN VIEW

SECTION VIEW

PREVAILING WIND
1" X 9' SINGLE METAL STAKE WITH

METAL ARM BAR SECURED TO STAKE

AND RUBBER STRAP AROUND TRUNK
REMOVE NURSERY STAKE. IF

CENTRAL LEADER NEEDS TO BE

STRAIGHTENED OR HELD ERECT, IT
IS ACCEPTABLE TO ATTACH A 1/2"
X 8' BAMBOO POLE TO THE

CENTRAL LEADER AND TRUNK

HEIGHT OF THE ARM

BAR SHALL VARY PER
TREE. CONTRACTOR TO

ADJUST AS NEEDED TO

HOLD TREE ERECT
1" X 9' SINGLE METAL
STAKE. INSTALL PER
MANUFACTURER'S SPECS.
& RECOMMENDATIONS.

STAKE LOCATION SHALL

NOT INTERFERE WITH

BRANCHES
7'
4' - 7'
2'
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-43

PUBLIC IMPROVEMENT STANDARDS

TREE STAKING - SINGLE

METAL STAKE

NOTES:

1. SEE SPECIFICATIONS FOR ADDITIONAL TREE PROTECTION REQUIREMENTS.

2. IF THERE IS NO EXISTING IRRIGATION, SEE SPECIFICATIONS FOR WATERING REQUIREMENTS.

3. NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED ARBORIST.

4. NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDING DURING FENCE INSTALLATION AND REMOVAL.

5. SEE SITE PREPARATION PLAN FOR ANY MODIFICATIONS WITH THE TREE PROTECTION AREA.

KEEP OUT
TREE

PROTECTION
AREA

CROWN DRIP LINE OR OTHER LIMIT OF TREE

PROTECTION AREA (SEE TREE PRESERVATION

PLAN FOR FENCE ALIGNMENT)
4'

8.5" X 11" SIGN

LAMINATED IN PLASTIC
SPACED EVERY 50'

ALONG THE FENCE

TREE PROTECTION
FENCE: HIGH DENSITY

POLYETHYLENE
FENCING W/ 3.5" X 1.5"
OPENINGS; COLOR:

ORANGE. STEEL POSTS
INSTALLED AT 8' O.C.
2" X 6" STEEL

POSTS OR

APPROVED EQUAL
5" THICK LAYER OF MULCH
MAINTAIN EXIST.

GRADE W/ THE TREE

PROTECTION FENCE

UNLESS OTHERWISE

INDICATED ON THE
PLANS

SECTION VIEW
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-44

PUBLIC IMPROVEMENT STANDARDS

TREE PROTECTION

NOTES:

SECTION VIEW

1. APPLY 10 GALLONS OF WATER PER 1" OF TRUNK SIZE MEASURED AT DIAMETER BREAST HEIGHT EVERY 2-3 WEEKS.

2. WATER APPLICATION SHOULD BE DETERMINED BY IRRIGATION EMITTER. IE. OVERHEAD, DRIP, OR HAND HELD.

3. LONGER, SLOWER APPLICATION OF WATER IS IDEAL WHICH ALLOWS WATER TO SLOWLY PERCOLATE INTO THE TREES ROOT ZONE AND BE UTILIZED BY THE TREES ROOT SYSTEM.

4. DO NOT SPRAY THE TREE TRUNK OR APPLY WATER DIRECTLY ADJACENT TO THE TRUNK.

CROWN DRIP LINE OF TREE
ROOT

PROFILE
2' - 5'

ROOT WATERING ZONE
5" THICK LAYER OF MULCH
MAINTAIN EXIST. GRADE
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-45

PUBLIC IMPROVEMENT STANDARDS

WATERING MATURE TREES

NOTES:

PLAN VIEW

1. ROOT BARRIERS SHALL BE INSTALLED PER MANUFACTURER'S
SPECIFICATIONS AND RECOMMENDATIONS.

2. ROOT BARRIERS SHALL BE INSTALLED WHEN ROOT BALL IS LOCATED WITHIN 8' OF PAVEMENT.

PLAN VIEW

SECTION VIEW
TOP OF ROOT BARRIER 1"

ABOVE FINISH GRADE
CURB
18" DEEP LINEAR

ROOT BARRIER
(SEE SPECS.)
EXIST. SOIL
FINISH GRADE 2"

BELOW ADJACENT

PAVEMENT
8'
5' MIN.
(SEE
SPECS.)
3"
MAX.

CURB
18" DEEP LINEAR

ROOT BARRIER
(SEE SPECS.)

TAMP SOIL

ADJACENT TO

ROOT BARRIERS

TO STABILIZE THEM
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-46

PUBLIC IMPROVEMENT STANDARDS

LINEAR ROOT BARRIERS - PARKING

LOT ISLANDS

NOTES:

SECTION VIEW

1. ROOT BARRIERS SHALL BE INSTALLED

PER MANUFACTURER'S SPECIFICATIONS
AND RECOMMENDATIONS.

2. ROOT BARRIERS SHALL BE INSTALLED
WHEN ROOT BALL IS LOCATED WITHIN 8'

OF CURB, PAVEMENT, WALL OR OTHER
HARDSCAPE.

FINISH GRADE 2" BELOW

ADJACENT PAVEMENT
18" DEEP LINEAR ROOT
BARRIER (SEE SPECS.)
EXIST. SOIL

PLAN VIEW
8' OR
LESS
TOP OF ROOT BARRIER 1"

ABOVE FINISH GRADE

CURB, PAVEMENT, WALL,

OR OTHER HARDSCAPE
4' MIN.
3" MAX.
8'
8'

PAVEMENT

CURB, PAVEMENT,

WALL, OR OTHER

HARDSCAPE

TAMP SOIL

ADJACENT TO

ROOT BARRIERS

TO STABILIZE THEM
18" DEEP LINEAR

ROOT BARRIER
(SEE SPECS.)
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
L-47

PUBLIC IMPROVEMENT STANDARDS

LINEAR ROOT BARRIERS

FLUSH WELD 3 1/2"

ROUND CAP AND GRIND

SMOOTH WITH PIPE
INSTALL 3 1/2" O.D. GALV.

STEEL PIPE POST 5' LONG
INSTALL 7 BANDS OF 2"

YELLOW REFLECTIVE TAPE,
SPACED 3" APART (TYP.)

CONSTRUCT FOOTING

FLUSH WITH SIDEWALK
CONSTRUCT 12" DIA. CONCRETE
FOOTING, CLASS B, (6 SACK) PCO
INSTALL 4" I.D. GALV. STEEL PIPE
SLEEVE, 2'-8" LONG
INSTALL 1" DIA. STOP PIN 9" LONG
DRILL THROUGH WELD TO 4" SLEEVE
INSTALL 12" DIA. DRAIN PIT.

FILL WITH 3/4" CRUSHED ROCK
WELD 1/4" X 2" X 2" STEEL PLATES

TO PIPES FOR LOCK TAB AND DROP
SLOT. DROP SLOT TO BE 1/2" WIDE
3/8" DIA. HOLE,
TYP. FOR LOCK

TO BE PROVIDED

BY CONTRACTOR
1" RADIUS (TYP.)

FINISHED GRADE

LOCKING DETAIL
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
M-1

PUBLIC IMPROVEMENT STANDARDS

GALVANIZED STEEL BOLLARD

TYPICAL LAYOUT FOR FIRE HYDRANT NEAR STREET INTERSECTION BOLLARD (3 REQ'D)

PAINTED YELLOW

FIRE HYDRANT
R/W
EP
3' MIN.
4' MAX.
4' MAX.
3' MIN.
3' MIN.
4' MAX.

BOLLARD

PAINTED
YELLOW

FIRE HYDRANT
R/W
EP
3'-6"
3'-6"
6"
CLASS "B"

CONCRETE
(6 SACK MIN.)
2" NEW GROUND 6" 6"
6" STD. WT. PIPE,

PAINT ACCORDING TO
SPECS. (YELLOW)
FILL PIPE WITH CONC. & ROUND TOP
TYPICAL LAYOUT FOR FIRE HYDRANT >50 FROM STREET INTERSECTION

BOLLARD
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
M-2

PUBLIC IMPROVEMENT STANDARDS

TYPICAL FIRE HYDRANT

BOLLARD LOCATION

4'
7'-4"

TRASH ENCLOSURE
GREASE
BARREL

SEE NOTES
6 FOOT WIDE 8" THICK CONCRETE APRON
WITH #4 REBAR AT 18" O.C. BOTH DIRECTION
24"
12"
6"
24"
4"
6"
6' MIN.

1.0%
B
A

INSIDE DIMENSIONS OF THE ENCLOSURE
A B
TYPE I 10'-8" 10'-4"
TYPE II 14'-8" 10'-4"
TYPE III 18'-8" 10'-4"
TYPE IV 14'-8" 15'-4"
TYPE V 18'-8" 15'-4"
NOTES:

1. THE GROUND SHALL BE SLOPED AWAY FROM THE WALLS AT A
MAXIMUM SLOPE OF 1%.

2. LOCATION OF THE BIN SHALL BE APPROVED BY THE CITY.

3. BUILDING PERMIT SHALL BE OBTAINED FROM THE CITY AND
ONCE COMPLETED INSPECTED BY THE CITY.

4. ALL ENCLOSURE TO BE CONSTRUCTED 6"X"8X16" 2000 PSI
CONCRETE BLOCK TO MATCH BUILDING FEATURES.

5. GREASE BARREL ENCLOSURES ARE REQUIRED FOR ALL
RESTAURANTS AND FOOD SERVICE ESTABLISHMENT.

6. FOOTINGS AND FLOORS SHALL BE CONCRETE 2500 PSI @28
DAYS, INCLUDING GATE POST FOOTINGS.

7. THE ROOF SHALL HAVE A MINIMUM SLOPE OF 2% SLOPING
TOWARDS THE BACK OF THE ENCLOSURE.

8. FINISH PAD ELEVATION SHALL MATCH EXISTING ELEVATION. 6" X 10"

WOOD BEAM
SPACE 2'-6" ON
CENTER
PLAN

SECTION A-A

ROOF DETAIL
4'

WALK THROUGH

ENTRANCE
HORIZONTAL #4 REBAR,
4" O.C. IN CONTINUOUS

FOOTING

CONCRETE FOOTING
#4 REBAR AS

SHOWN IN PLAN
VIEW
# 4 REBAR AS

SHOWN IN

PLAN VIEW
(32" O.C.)
2" CAP BLOCK
#4 REBAR CONT.

A
A

STEEL POST HOLES POST
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
M-3

PUBLIC IMPROVEMENT STANDARDS

TRASH BIN BLOCK ENCLOSURE

NOTES:

1. CUT CORNER BLOCK ENDS AND CENTER WEB TO FORM A CONT. BOND BEAM.

2. LOCATION OF THE BIN ENCLOSURE TO BE APPROVED BY THE CITY.

3. DOOR COLOR 1C1 ANTIQUE BISQUE #6-8534.

4. SECONDARY CANE BOLT RETAINER TO BE PLACED FOR EACH GATE SUCH THAT IS HELD IN A POSITION 90 DEGREES TO THE CLOSED POSITION. 4" X 4"

TUBULAR STEEL

W/ WELDED CAP

CANE BOLT DETAIL
2" ANGLE IRON OR

TUBULAR STEEL FRAME
1" MIN.
5/8" STEEL PIPE

SET FLUSH WITH

PAVEMENT
3/4" DIA. PIN
10"
5"
19"
1/2" STOCK
3/16" METAL PLATE W/2"

OVERHANG (OVERHANG ON

LOCKING GATE ONLY)
6"
5"
1/2" STOCK SLIDE

BARREL BOLT
(LOCKABLE)
1/2" DIA. STEEL
HANDLE
4"
4"
4"
5/8" STEEL PIPE
10"

BLOCK WALL
1/2" STOCK
CONC. FASTENER
(2 PER POST)

GATE POST DETAIL
3 HINGE REQUIRED
PER POST (TYP.)
3"x1/4" FLAT METAL

STOCK WELDED

DIAGONALLY TO FRAME
12" DIA. CONCRETE
FOOTING (TYP.)

SEE CANE

BOLT DETAIL
AND NOTE 4

APPROVED CONCRETE

FASTENERS (SEE

GATE POST DETAIL)
5"
70"
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
M-4

PUBLIC IMPROVEMENT STANDARDS

TRASH ENCLOSURE GATE DETAIL

1. GATE FRAME SHALL BE CONSTRUCTED OF NOT LESS THAN 1-1/2" GALVANIZED PIPE AND SHALL BE CROSS TRUSSED WITH 3/8" ADJUSTABLE TRUSS RODS. THE CORNER OF GATE FRAMES SHALL BE FASTENED TOGETHER WITH A MALLEABLE IRON FITTING.

2. THE GATE SHALL BE HUNG BY AT LEAST 2 STEEL OR MALLEABLE IRON HINGES NOT LESS THAN 3" IN WIDTH, AND A MALLEABLE CATCH AND LOCKING ATTACHMENT.

3. ALL POSTS SHALL BE MINIMUM OF 9' LONG.

4. ALL FENCES SHALL HAVE REQUIRED SAFETY SIGNS INSTALLED TO CITY STANDARDS (EVERY 100').

5. END, CORNER, AND GATE POSTS SHALL BE BRACED TO THE NEAREST LINE POST WITH GALVANIZED DIAGONAL OR HORIZONTAL BRACES USED AS COMPRESSION MEMBERS AND GALVANIZED 3/8" STEEL TRUSS RODS WITH TURNBUCKLES USED AS TENSION MEMBERS.

6. LINE POSTS SHALL BE SPACED AT NOT MORE THAN 10-FEET INTERVALS, MEASURED FROM CENTER TO CENTER OF POSTS.

7. POST TOPS, EXTENSION ARMS, STRETCHER BARS AND OTHER REQUIRED FITTING AND HARDWARE SHALL BE STEEL OR MALLEABLE IRON OR WROUGHT IRON AND SHALL BE GALVANIZED.

8. WIRE USED IN THE MANUFACTURE OF THE FABRIC SHALL BE 11-GAGE FOR ALL FENCE 84" OR LESS IN HEIGHT, AND SHALL BE WOVEN INTO APPROXIMATE 2" MESH, PVC COATED, AND COLOR SPECIFIED.

TENSION WIRE -
7 GAGE GALV.

COL SPRING WIRE
CLASS "B" CONCRETE
(5 SACK MIN.)
10'
10'
10' BRACES

AT ALL CORNERS
AND MID-SPANS 3/8" TRUSS RODS
BRACE
CLASS "B" CONCRETE
(5 SACK MIN.) 10' 12' 10'

TURNBUCKLES
8"

POST & BRACE REQUIREMENTS
2" MAX.

NOTES:

POST & BRACE REQUIREMENTS
LOCATION TYPE MIN. SIZE MIN. WT. (LB/LF)
END & CORNER POST PIPE 2.351 O.D. 3.10
LINE POSTS PIPE 1.869 O.D. 2.31
BRACES PIPE 1.630 O.D. 1.93
GATE POSTS PIPE 3.960 O.D. 8.65
3'
6'
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
M-5

PUBLIC IMPROVEMENT STANDARDS

CHAIN LINK FENCE DETAIL

BENCHMARK LOCATION

SURVEY MONUMENT STANDARD CURB & GUTTER
NOTES:

1. LOCATE BENCHMARKS AT THE NORTHEAST CORNER OF INTERSECTIONS APPROVED BY THE CITY.

2. COMPLETE NOTES SHOWING LOCATIONS, ELEVATIONS, AND CLOSURES SHALL BE FILED WITH THE CITY.

3. ELEVATIONS SHALL BE BASED ON DATUM USED ON U.S.C., G.S., AND CITY RECORD BENCHMARK NUMBERS SHALL BE STAMPED WITH DIES ON TOP.

CIT Y OF DINUBA
B.M. #
TOP

LOCATE MONUMENT AT THE

END OF RADIUS AS SHOWN
2"
1/8"
2-1/2"

BRONZE SURVEY

MONUMENT
SET 1/8" INTO CONCRETE
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
M-6

PUBLIC IMPROVEMENT STANDARDS

ELEVATION BENCHMARK DETAILS

1. STATE LAW REQUIRES ALL CORNERS TO BE TAGGED WITH SURVEYOR'S NUMBER.

2. ALL SUBDIVISION LOT CORNERS SHALL REQUIRE TYPE A MONUMENTS.

3. REGULAR SHAPED SUBDIVISIONS SHALL REQUIRE TYPE B MONUMENTS AT ALL CORNERS.

IRREGULAR SHAPED SUBDIVISION SHALL HAVE ALL ANGLE AND CURVE POINTS MARKED WITH TYPE B MONUMENTS.

FINISHED GROUND SURFACE
3" MIN.

SURVEYOR'S CAP
3/4"Ø PIPE
18" LONG, MIN.

FINISHED GROUND SURFACE
3/4" Ø PIPE
18" LONG, MIN.

CLASS "B" CONCRETE
(5 SACK MINIMUM)
6"

SURVEYOR'S CAP
TYPE A

LOT CORNERS
TYPE B

SUBDIVISION CORNERS
NOTES:

CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
M-7

PUBLIC IMPROVEMENT STANDARDS

PROPERTY MONUMENT DETAILS

6" CONCRETE
CURB
6" CONCRETE CURB
20'
18"
10'
31'

4.5' 18' 18'

1.3'
18' 17.3'

6.4'

1.7'

12.7' 12.7' 12.7' 12.7' 14'-1"

14.1' 20.5'

35.5'
(22')15'
20'

7.6'

2.2'

10.4' 10.4' 10.4' 10.4' 10.4' 10'

17.3' 22'
41'
(24')19'
18' 8' 18' 18' 8'
20'
8'
9'

2.5'
20'
47'
(30')27'

1. LANDSCAPE PARKING AREA - SEE STANDARDS HEREIN.

2. PROVIDE THE REQUIRED NUMBER OF PARKING STALLS AS

REQUIRED BY THE CITY OF DINUBA BASED ON ZONING AND
LAND USE.

3. INSTALL WHEEL OR BUMPER STOPS TO PREVENT PARKED CARS

FROM ENCROACHING OVER SIDEWALKS, ADJOINING PROPERTY,
OR CITY RIGHT OF WAY.

4. PROVIDE DRAINAGE PLAN DETAILS PRIOR TO APPROVAL.

5. AISLE WAY WHICH PROVIDES DIRECT ACCESS TO PARKING

STALLS SHALL BE ONE-WAY EXCEPT FOR PARKING WHICH IS
PARALLEL OR PERPENDICULAR TO IT.

6. PAVING OF LOTS SHALL STOP AT PROPERTY LINE AND NOT
ENCROACH ON CITY RIGHT OF WAY.

7. SINGLE SPACE SHALL BE 14' WIDE (9' PARKING - 5' LOADING)

8. ALL STALLS SHALL INCLUDE SIGNAGE AS REQUIRE BY CITY, STATE, AND FEDERAL REGULATIONS.

9. PARKING LOTS SHALL COMPLY WITH THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE.

NOTES:

TYPICAL PARKING LOT

DESIGN AND LANDSCAPE
30°PARKING
NOTE: ( )2 LANE WIDTH
45°PARKING
NOTE: ( )2 LANE WIDTH
60°PARKING
NOTE: ( )2 LANE WIDTH

PARALLEL PARKING
NOTE: ( )2 LANE WIDTH
90°PARKING
NOTE: ( )2 LANE WIDTH
(20')13'
(20')12'
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
M-8

PUBLIC IMPROVEMENT STANDARDS

TYPICAL PARKING LOT

DESIGN & LANDSCAPE

NO

PARKING
ISA PARKING SIGN R99(CA) AND R99B(CA).

VAN ACCESSIBLE STALL SHALL REQUIRE SIGN
R7-8B(CA) IN ADDITION, MOUNTED BELOW

WHEEL STOP
18' MIN.

STRIPES AT
36" O.C. MAX

ISA MARKING AT REAR
LIMIT OF STALL (TYP.)
18' MIN. STALL DEPTH
NOTES:

1. ACCESS AISLE SHALL SERVE THE FULL DEPTH OF EACH
ACCESSIBLE PARKING SPACE.

2. HATCHED LINES SHALL BE A COLOR CONTRASTING WITH

THAT OF THE AISLE SURFACE, PREFERABLY BLUE OR
WHITE.

3. ACCESS AISLE SHALL BE ON THE PASSENGER SIDE OF
VAN PARKING SPACES. ACCESS AISLES ARE PERMITTED
ON EITHER SIDE OF CAR PARKING SPACES. ACCESS

AISLES SHALL EXTEND THE FULL REQUIRED LENGTH OF
THE PARKING SPACES THEY SERVE. ACCESS AISLES
SHALL ADJOIN AN ACCESSIBLE ROUTE.

4. PARKING SPACES AND ACCESS AISLES SHALL BE

DESIGNED SO THAT CARS AND VANS, WHEN PARKING,

CANNOT OBSTRUCT THE REQUIRED CLEAR WIDTH OF
ADJACENT ACCESSIBLE ROUTES.

5. SIGNS SHALL BE PERMANENTLY POSTED EITHER

IMMEDIATELY ADJACENT TO THE PARKING SPACE OR

WITHIN THE PROJECTED PARKING SPACE WIDTH AT THE
HEAD END OF THE PARKING SPACE. SIGNS MAY ALSO BE

PERMANENTLY POSTED ON A WALL AT THE INTERIOR
END OF THE PARKING SPACE.

6. ACCESS AISLES OUTLINED IN BLUE WITH DIAGONAL
HATCH MARKINGS AT 36" MAX. O.C. IN EITHER BLUE OR
WHITE.

7. PARKING SPACES AND ACCESS AISLES SERVING THEM
SHALL HAVE A 1:48 MAXIMUM SLOPE IN ALL DIRECTIONS.

8. FOR ANGLED PARKING THE ACCESS AISLE SHALL SERVE

THE FILL DEPTH FOR EACH PARKING SPACE THAT IT
SERVES. RELOCATE THE CURB RAMP OUTSIDE OF THE
ACCESS AISLE, AND REVIDE DETAIL.

DIAGONAL PARKING STALLS

SINGLE PARKING STALLS DOUBLE PARKING STALLS
5'
MIN.
12'
VAN
NO

PARKING

WHEEL STOP
18' MIN.

ISA MARKING

AT REAR LIMIT
OF STALL (TYP.)

STRIPES AT
36" O.C. MAX
5'
MIN.
12'
VAN
9'
CAR
"NO PARKING"

SHALL BE PAINTED

IN WHITE LETTERS
12" TALL
4" BLUE BORDER
WITH 4" BLUE OR

WHITE DIAGONALS

ISA PARKING SIGN
R99(CA) AND R99B(CA)

DETECTABLE WARNING SURFACE

ACCESSIBLE RAMP SHALL

BE IN SIDEWALK AREA
NO

PARKING

ACCESSIBLE RAMP SHALL

BE IN SIDEWALK AREA
18' MIN. STALL DEPTH
12' MIN. VAN
5'
4" BLUE BORDER
WITH 4" BLUE OR

WHITE DIAGONALS
ISA PARKING SIGN R99(CA) AND
R99B(CA). VAN ACCESSIBLE STALL
SHALL REQUIRE SIGN R7-8B(CA) IN

ADDITION, MOUNTED BELOW
"NO PARKING"

SHALL BE PAINTED

IN WHITE LETTERS
12" TALL

STRIPES
AT 36" O.C. MAX

ACCESS AISLE MARKING

MAY EXTEND BEYOND

THE MINIMUM REQUIRED
LENGTH
9' MIN.

CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
M-9

PUBLIC IMPROVEMENT STANDARDS

ACCESSIBLE PARKING

NOTES:

ACCESSIBLE PARKING SIGN LOCATION

ACCESSIBLE PARKING SPACE SIGNS

MINIMUM
FINE $250
VAN

ACCESSIBLE

PARKING SIGN SHALL

HAVE AN ISA WITH

WHITE FIGURE/TEXT ON

A BLUE BACKGROUND

PARKING SIGN

SHALL BE

REFLECTORIZED
WITH A MIN. AREA
OF 70 SQ. IN.

ADDITIONAL

LANGUAGE SUCH AS
"PARKING ONLY" OR
"ACCESSIBLE" IS NOT

ADDITIONAL LANGUAGE OR REQUIRED

AN ADDITIONAL SIGN

BELOW THE ISA SHALL
STATE "MINIMUM FINE $250" ADDITIONAL LANGUAGE OR AN
ADDITIONAL SIGN WITH "VAN
ACCESSIBLE" AT VAN SPACES

MINIMUM
FINE $250 VAN

ACCESSIBLE

MINIMUM
FINE $250
80" MIN. WITHIN

CIRCULATION
PATH
60" MIN. NOT
WITHIN

CIRCULATION
PATH
Unauthorized vehicles
parked in designated
accessible spaces not
displaying distinguishing
placards or special
licence plates issued for
persons with disabilities
will be towed away at
the owner's expense.

Towed vehicles may be
reclaimed at:
or by telephoning:
1" MIN.

LETTERING
17" MIN.
22" MIN.

APPROPRIATE INFORMATION

SHALL BE A PERMANENT

PART OF THE SIGN

1. THE NO PARKING SIGN (OPTIONAL) SHALL BE POSTED EITHER: IN A CONSPICUOUS PLACE AT EACH

ENTRANCE TO AN OFF-STREET PARKING FACILITY OR IMMEDIATELY ADJACENT TO ON-SITE ACCESSIBLE PARKING AND VISIBLE FROM EACH PARKING SPACE.

2. THE COLOR BLUE SHALL APPROXIMATE COLOR NO. 15090 IN FEDERAL STANDARD 595C.

CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
M-10

PUBLIC IMPROVEMENT STANDARDS

ACCESSIBLE PARKING SIGN

ISA MARKING FOR ACCESSIBLE

PARKING SPACE OR STALL
4'-5"
3' 4'-5"
2'-8 1/2"
4" WHITE BORDER

BLUE BACKGROUND

WHITE ISA
6" GRID

TOTAL NUMBER OF

PARKING SPACES OR
STALLS

MINIMUM NUMBER OF DISABLED ACCESSIBLE

PARKING SPACES OR STALLS
1-25 1
26-50 2
51-75 3
76-100 4
101-150 5
151-200 6
201-300 7
301-400 8
401-500 9
501-1000 2 PERCENT OF TOTAL
GREATER THAN 1001 20 PLUS 1 FOR EACH 100 OR FRACTION
THEREOF OVER 1000
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
M-11

PUBLIC IMPROVEMENT STANDARDS

INTERNATIONAL SYMBOL OF

ACCESSIBILITY (ISA) INSTALLATION

NOTES:

TYPICAL WALL ELEVATION DETAIL

1. SOLID GROUT ALL CELLS (2000 PSI).

2. 2500 PSI MORTAR.

3. 40,000 PSI STEEL.

4. COMPACT TO 90% UNDER FOOTING.

5. DO NOT MORTAR BETWEEN EVERY OTHER C.M.U TO ALLOW FOR MOISTURE TO DRAIN FROM RETAINED SOIL OPENING @ 32" O.C. OF BOTTOM COURSE.

6. 2500 PSI CONCRETE.

7. RETAINING BLOCK WALL WILL REQUIRE A SEPARATE BUILDING PERMIT ISSUED BY THE CITY.
6' MAX
1'-4" MAX 2"
1'-3"
2' -6" APPOX.
6' BLOCKWALL
5'-10" MIN.
(1/2" OF COVER OR AS

PER REQUIREMENTS)

HEIGHT TO BE
(1) ONE
COURSE

ABOVE WALL
HEIGHT
#4 BAR CONTINUOUS
#4 HORIZ. TOP COURSE
#4 VERTICAL @ 32" O.C.
#4 VERTICAL BAR TO RUN
CONT. TO BOTTOM OF

FOOTING

ON CENTER
6" CMU WALL
#4 HORIZ. @ 32" O.C.
#4 VERTICAL @ 16" O.C.

CONT. TO BOTTOM OF
FOOTING, TIE TO HORIZ.

EXTEND 24" MIN. ABOVE
FTG.
1"
#4 HORIZ.

BOTTOM
COURSE
3" MIN. 3"
2'-3"
PRECAST PILASTER CAP: CLOVIS STONE
MODEL PC 004 (32" X 3-3/4" X 32" - OR
EQUAL). COLOR TO BE MESS BUFF
4" X 8" X 16" SLUG WALL

CAP, COLOR TO MATCH
BOX
6" X 8" X 16" SPLIT FACE

BLOCK COLOR TO BE
BLOCKLITE S-193(R)
PILASTERS TO BE AT WALL ENDS, 24"
SQ. ROUGH PILASTER W/ FAUX STONE
VENEER. EL DORADO 'VENETO' W/

OVER-GROUTED JOINTS

INSTALL WATER-BASED

SILANE/SILOXANE GRAFFITI &

WATER REPELLENT ANTI-GRAFFITI

COATING ON ALL BLOCK WALL

SERVICES
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
M-12

PUBLIC IMPROVEMENT STANDARDS

MASONRY BLOCK WALL/FENCE

NOTES:

TYPICAL SECTION

SECTION A-A
8" TYP. EXISTING PIPE

CONCRETE SUPPORT WALL

NEW PIPE

UNDISTURBED SOIL

NEW PIPE

CONCRETE SUPPORT WALL
(5 SACK, SEE NOTE 5)
1'-6" TYP.

EXISTING PIPE

1. THIS STANDARD APPLIES WHEN THE PIPE SEPARATION IS LESS THEN A FOOT.

2. THE SUPPORTING WALL SHALL HAVE A FIRM BEARING ON THE SUBGRADE AND AGAINST THE SIDES OF THE EXCAVATION.

3. THE WALL SHALL BE AT LEAST 6" FREE AND CLEAR OF WATER MAINS OR OTHER CONDUITS OR DUCTS.

4. THE WALL THICKNESS SHALL BE EQUAL TO THE O.D. OF THE PIPE +8".

5. THE EXISTING PIPE SHALL BE ENCASED TO THE SPRINGLINE.

6. VERIFY WITH UTILITY COMPANIES FOR CLEARANCE.

TRENCH
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
M-13

PUBLIC IMPROVEMENT STANDARDS

PIPE SUPPORTS ACROSS TRENCHES

NOTES:

SHALLOW PIPE BACKFILL

1. CONCRETE BACKFILL SHALL BE REQUIRED FOR ALL PIPES WITHIN LESS THEN 24" OF COVER AS OR

AS DIRECTED BY THE CITY ENGINEER

2. CONCRETE BACKFILL SHALL BE PLACED IN THE TRENCH AGAINST UNDISTURBED SOIL AND SHALL BE PLACED IN A MANNER THAT WILL PREVENT FLOATING OR SHIFTING OF THE PIPE. 24" MIN
6"
TYPE 2 CONCRETE
6"

SEE CITY STD FOR ASPHALT AND

AGGREGATE BASE DEPTH
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
M-14

PUBLIC IMPROVEMENT STANDARDS

SHALLOW PIPE BACKFILL

1. LOTS SHALL BE GRADED TO DRAIN TO THE STREETS.

2. FINISH FLOOR ELEVATION SHALL BE A MIN. OF 18" FROM FLOWLINE OF CURB AT LOWEST POINT ALONG PROP. FRONTAGE.

3. MAINTAIN POSITIVE DRAINAGE AWAY FROM DWELLING STRUCTURE, MINIMUM 5' AT 2%.

4. A RETAINING STRUCTURE SHALL BE REQUIRED ALONG ALL SIDE AND BACKYARD PROPERTY LINES WHERE GRADE DIFFERENTIAL EXCEEDS 6", UNLESS APPROVED OTHERWISE BY THE CITY ENGINEER.

5. LANDSCAPING SHALL NOT ALTER LOT DRAINAGE DESIGN.

6. LOT DRAINAGE SHALL FOLLOW THE LATEST EDITION OF THE CBC.

CL OF STREET

CONCRETE

DRIVEWAY

DWELLING
GARAGE
SWALE
SWALE
SWALE (TYP.)

1.0% MIN.

1.0% MIN.

CURB, GUTTER, PARK STRIP
& SIDEWALK

LOT LINE
(TYP.)

DISTANCES TO BE DETERMINED

BY THE CITY OF DINUBA

DIRECTION OF
FLOW (TYP.)

DIRECTION OF

DRAINAGE
(TYP.)

SETBACKS PER

ZONING ORDINANCE
NOTES:

CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
M-15

PUBLIC IMPROVEMENT STANDARDS

TYPICAL LOT DRAINAGE WITH

PARK STRIPS SHOWN

NOTE:

1. FOR USE WITHIN ALL PUBLIC RIGHT-OF-WAY OR PUBLICLY OWNED PROPERTY SA ASSEMBLY TO INCLUDE:

CONTROLLER MODEL AS SPECIFIED
SA ASSEMBLY TO INCLUDE: · OPTIONS AS SPECIFIED
· TERMINAL STRIPS
· TEMPLATE & BOLTS
· 8' COPPER GROUND ROD
· GROUND ROD CLAMP
· 10' OF GROUND WIRE

FRONT VIEW SIDE VIEW
2'
2'
16"
8"
2'
2'
10'
UNITED GREEN TECH 16" TOP ENTRY
SATELLITE ASSEMBLY (SA SERIES) NEMA 3R

RAINPROOF ENCLOSURE (UL LISTED)

SATELLITE
3/4" PVC CONDUIT FOR 120

VAC FROM METERED

POWER SUPPLY
1 1/2" SCH 40 PVC

ELECTRICAL CONDUIT

FOR ANTENNA

PVC CONDUI FOR

CONTROL WIRES, SIZE

AS REQUIRED

FILL VOIDS WITH

CONCRETE
1" PVC CONDUIT

POURED CONCRETE
BASE
1" PVC CONDUIT FOR

FLOW & MOISTURE

SENSING CABLE(S)
5/8" DIA X 8' GROUND
ROD W/ #8 BONDING

WIRE AND CLAMP
1" PHONE OR RADIO

CONDUIT

ANTENNA & CABLE

ASSEMBLY
10' 1 1/2" SCH. 40

GALVANIZED

STEEL POLE (TOP
& BOTTOM

THREADED)

SATELLITE &

ANTENNA CONCRETE

FOUNDATION (ONE

CONTIGUOUS POUR)
1 1/2" SCH.40

GALVANIZED

STEEL NIPPLE
(TOP & BOTTOM

THREADED)
1 1/2"

GALVANIZED

COUPLING
1 1/2" SCH.
40 PVC

ELECTRICAL

SWEEP &

CONDUIT
1 1/2"

GALVANIZED

COUPLING

PRIOR TO ACCEPTANCE BY CITY,

INSTALLER MUST PRESENT

MANUFACTURER'S CERTIFICATION

TERMINAL

STRIP FOR
VALVES
POWER

SWITCH/GFI

RECEPTACLE
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
M-16

PUBLIC IMPROVEMENT STANDARDS

SATELLITE ASSEMBLY
(CONTROLLER)

NOTES:

EXTERIOR LOTS

1. ALL CONCRETE FOOTINGS SHALL BE 2500 PSI @
28 DAYS.

2. RETAINING WALL REQUIRE CITY BUILDING PERMIT,
& MEET REQUIREMENTS IF STD. DRAWING M-12

DRAINAGE
1' MIN.
2:1 MAX
SLOPE
90% MIN. COMPACTION

DRAINAGE

DRAINAGE
90% MIN. COMPACTION
L
H
SLOPE
FOR ADDITIONAL BENCHING L=1" MIN.

FOR SLOPE 2:1 OR GREATER, l SHALL

EQUAL OR EXCEED H

RETAINING WALL SHALL BE MASONRY,

DESIGNED BY AN REGISTER CIVIL

ENGINEER FOR SPECIFIC CONDITIONS

PROPERTY LINE
CONCRETE FOOTING (SEE NOTE 1)

RETAINING WALL SHALL BE MASONRY

DESIGNED BY A REGISTERED CIVIL

ENGINEER FOR SPECIFIC CONDITIONS

PROPERTY LINE

ALTERNATE METHOD - ELIMINATE RETAINING WALL
AND GRADE AS SHOWN. WRITTEN PERMISSION FROM

ADJACENT PROPERTY OWNER MUST BE SUBMITTED

TO THE THE CITY ENGINEER FOR APPROVAL
2:1 MAX
SLOPE

FOR ADDITIONAL

BENCHING TREAT SAME

AS INTERIOR LOT (B)
90% MIN. COMPACTION
1' MIN.

CONCRETE FOOTING (SEE NOTE 1)

INTERIOR LOTS

INTERIOR LOTS

WITH GRADE DIFFERENCE
LESS THEN 2'

WITH GRADE DIFFERENCE
2' OR GREATER.

WITH GRADE DIFFERENCE
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
M-17

PUBLIC IMPROVEMENT STANDARDS

LOT LINE GRADING STANDARD

NOTES:

1. INSTALL JENSEN PRE-CAST STANDARD PARKING CURB
OR APPROVED EQUAL.

2. WHEEL STOP SHALL BE INSTALLED AT LOCATION

WHERE WHEELED VEHICLES MAY ROLL INTO
PEDESTRIAN, STRUCTURES, OR HAZARDOUS AREA.

WHEEL STOP LOCATION SHALL NOT CREATE A
BARRIER FOR PEDESTRIANS.

3. WHEEL STOP SHALL BE SECURELY ATTACHED ONTO

AT-GRADE CONCRETE AND AT-GRADE ASPHALT
PAVEMENT WITH #4 BAR ANCHOR PINS EMBEDDED IN
HOLES CAST INTO WHEEL STOPS.
3/4" DIA. HOLE THROUGH EACH END
USE #4 BAR ANCHOR PINS, 14" LONG
4'
8"
TYP.
6' 8"
TYP.

CL
3"
5"
#3 REINFORCING
BAR, TYP.
7"

SECTION A-A
A
A
CITY COUNCIL APPROVAL: 01/24/2023

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
M-18

PUBLIC IMPROVEMENT STANDARDS

WHEEL STOP

PARKING LOT

PLAN VIEW

PARKING LOT CROSS-SECTION

INDUSTRIAL PARKING LOT AND

LOADING ZONE CROSS-SECTION

1. A COMPLETE DRAINAGE PLAN AND PARKING STALL LAYOUT SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO ANY CONSTRUCTION.

2. MINIMUM SLOPE SHALL BE 1.5% FOR ASPHALT SURFACE AND 0.25% FOR FLOWLINES.

3. PROVIDE ADEQUATE DRAINAGE THROUGH APPROVED CATCH BASINS AND PIPES TO THE NEAREST STORM DRAIN SYSTEM SURFAC FLOW OVER SIDEWALKS OR LANDSCAPE AREA IS NOT PERMITTED.

4. SURFACE DRAINAGE TO ALLEY MAY BE ALLOWED ONLY BY WRITTEN APPROVAL OF THE CITY OF DINUBA.

5. WEED KILLER SHALL BE APPLIED IN ACCORDANCE WITH MFGRS. RECOMMENDATIONS, TO BASE ROCK PRIOR TO PAVING.

6. THE DESIGN SHALL MAXIMIZE ON-SITE DRAINAGE RETENTION.

7. SURFACE DRAINAGE SHALL BE TO APPROVED LOCATIONS.

8. PAVEMENT STRUCTURAL SECTION SHALL BE DESIGNED BY A REGISTERED CIVIL ENGINEER BASED UPON THE R-VALUE CALCULATIONS. DETAIL ABOVE ONLY PROVIDE MINIMUM PAVEMENT SECTIONS.

9. PARKING BUMPERS TO BE PLACED SO THAT PARKED CARS WILL NOT ENCROACH ON SIDEWALKS OR PARKWAYS.

NOTES:

PARK STRIP

PARK STRIP

SIDEWALK, CURB AND GUTTER,

AND DRIVEWAYS EXISTING OR
TO BE CONSTRUCTED. SEE
APPLICABLE CITY STD.

FLOW
FLOW

PARK STRIP

PARK STRIP
MIN. 2.5" A.C. MIN. 5" CLASS II AGG. BASE
MIN. 6" COMPACTED NATIVE SOIL
@ 95% RELATIVE COMPACTION
MIN. 3" A.C. MIN. 6" CLASS II AGG. BASE
MIN. 6" COMPACTED NATIVE SOIL
@ 95% RELATIVE COMPACTION
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
P-1

PUBLIC IMPROVEMENT STANDARDS

PARKING LOT PAVEMENT

STANDARDS
01/24/2023

1. ASPHALT AND AGGREGATE BASE ARE SHOWN AT MIN. REQUIRED DEPTHS, SUBJECT TO R-VALUE AND TRAFFIC INDEX BASED CALCULATIONS BY A REGISTERED CIVIL ENGINEER.

2. RECYCLED AGGREGATE BASE IS ALLOWED IF CERTIFIED PER CALTRANS STDS. & APPROVED BY CITY STAFF.

3. PROVIDE A CALTRANS CERTIFICATE OF COMPLIANCE FROM SUPPLIER FOR ALL MATERIALS.

4. R-VALUE AND PAVEMENT CALCULATIONS SHALL BE SUBMITTED TO THE CITY OF DINUBA BY GEOTECHNICAL ENGINEER.

NOTES:

2.0% MIN.

A B

STREET SECTION TABLE

TYPE OF STREET ROW A B
ARTERIAL STREET (2 TRAVEL LANE) 90' 15' 30'
ARTERIAL STREET (2 TRAVEL LANE) 108' 15' 39'
MAJOR COLLECTOR STREET (2 TRAVEL LANE) 90' 15' 30'
MINOR COLLECTOR STREET 72' 10' 26'
LOCAL COLLECTOR STREET 60' 10' 20'
LOCAL STREET 56' 10' 18'

2.0% MIN.

STREET SECTION TABLE

TYPE OF STREET ROW A B
ARTERIAL STREET (2 TRAVEL LANE) 90' 15' 30'
ARTERIAL STREET (2 TRAVEL LANE) 108' 15' 39'
MAJOR COLLECTOR STREET (2 TRAVEL LANE) 90' 15' 30'
MINOR COLLECTOR STREET 72' 10' 26'
LOCAL COLLECTOR STREET 60' 10' 20'
LOCAL STREET 56' 10' 18'
ROW
8" MIN. AGG. BASE (CLASS II)
95% RELATIVE COMPACTION
6" COMPACTED NATIVE SOIL @ 95%
MIN. RELATIVE COMPACTION
A.C. 1/4" MAX. ABOVE
GUTTER LIP 3" MIN. A.C.

PL
ROW
A.C. 1/4" MAX. ABOVE

GUTTER LIP
B A
3" MIN. A.C.
8" MIN. AGG. BASE (CLASS II) 95%

RELATIVE COMPACTION
6" COMPACTED NATIVE SOIL @ 95%
MIN. RELATIVE COMPACTION
PL PL
PL

STREET CROSS-SECTION WITHOUT PLANTER

STREET CROSS-SECTION WITH PLANTER

2.0% MIN.

2.0% MIN.

CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
P-2

PUBLIC IMPROVEMENT STANDARDS

STREET CROSS-SECTION
01/24/2023

1. ASPHALT AND AGGREGATE BASE ARE SHOWN AT MINIMUM REQUIRED DEPTHS, SUBJECT TO R-VALUE BASED CALCULATIONS BY A REGISTERED CIVIL ENGINEER.

2. RECYCLED AGGREGATE BASE IS ALLOWED IF CERTIFIED PER CALTRANS STDS, & APPROVED BY CITY STAFF.

3. PROVIDE A CALTRANS CERTIFIED OF COMPLIANCE FROM SUPPLIER FOR ALL MATERIALS.

4. REFER TO CITY STD. FOR SIDEWALK, CURB AND GUTTER AND MEDIAN CURB.

NOTES:

STREETS WITH MEDIAN WITHOUT PARK STRIP

TYPE OF STREET ROW A B C
MAJOR ARTERIAL STREET (2 TRAVEL LANE) 126' 15' 39' 9'
MINOR COLLECTOR STREET (2 TRAVEL LANE) 96' 15' 26' 7'

STREETS WITH MEDIAN WITH PARK STRIP

TYPE OF STREET ROW A B C
MAJOR ARTERIAL STREET 126' 15' 39' 9'
MINOR COLLECTOR STREET 96' 15' 26' 7'
ROW
A B C
1/4" ABOVE
GUTTER LIP, MAX.

SLOPE = 1/4"
PER FT. MIN.
6" MIN. COMPACTED SUB-GRADE
@ 95% REL. COMP.
3" MIN. A.C.
8" MIN. AGG. BASE (CLASS II)
PL
ROW
A B C SEE CITY STD.

P-13

2.0% MIN. 2.0% MIN.
6" MIN. COMPACTED SUB-GRADE
@ 95% REL. COMP.
3" MIN. A.C.
8" MIN. AGG. BASE (CLASS II)

STREET CROSS-SECTION WITHOUT PLANTER

STREET CROSS-SECTION WITH PLANTER
PL

2.0% MIN. 2.0% MIN.

PL PL
SEE CITY STD.

P-13
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
P-3

PUBLIC IMPROVEMENT STANDARDS

STREET WITH MEDIAN

CROSS-SECTION
01/24/2023

NOTES:

RESIDENTIAL KNUCKLE CUL-DE-SAC

COMMERCIAL & INDUSTRIAL CUL-DE-SAC
R50'
R60'
R50'
150' MINIMUM, 500' MAXIMUM LENGTH
80' MINIMUM, 500' MAXIMUM LENGTH

RESIDENTIAL CUL-DE-SAC
80' MINIMUM, 500' MAXIMUM LENGTH
56'
50'R
60'R
R20'
R20'
20'R
20'R
R20'
R20'
20'R
50'R
60'R
R60'
R50'
R60'
139.04'
148.43' 203°49'49"
CL
PL
PL
CL
20'
30'
10'
60'
28'
18'
10'

75.50'
R50'
R60'
28'
18'
10'
56' 97.98'
R20'
R20'
PL
PL
PL
PL
PL
PL
PL
CL
R20'
R50'

1. DESIGN TO PERMIT PARKING IN CUL-DE-SAC CENTERS ARE SUBJECT

TO APPROVAL OF THE CITY ENGINEER
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
P-4

PUBLIC IMPROVEMENT STANDARDS

TYPICAL COMMERCIAL, INDUSTRIAL

AND RESIDENTIAL CUL-DE-SAC
01/24/2023

NOTES:

VARIES (60' MAX.)
PL PL
*R35' COMMERCIAL/INDUSTRIAL
R60'
R50'
VARIES
15'
R60'
R50'
R50'
R40'
R20'
R20'

1. TYPICAL STREET BULB CONNECTION WITH 10' DISTANCE CURB FACE TO RIGHT OF WAY.

PL
PL
*R35'
10' CL 10'
CL
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
P-5

PUBLIC IMPROVEMENT STANDARDS

STREET KNUCKLE CONNECTIONS
01/24/2023

NON-HIGH VISIBILITY CROSSWALK
NOTES:

1. SCHOOL CROSSWALKS TO BE YELLOW PER THE LATEST EDITION OF THE CA MUTCD (OTHER PEDESTRIAN CROSSWALKS SHALL BE WHITE).

2. ALL PAVEMENT MARKINGS AND STRIPING SHALL BE THERMOPLASTIC WITH REFLECTIVE GLASS BEADS AND CONFORM TO THE LATEST VERSION OF THE CA MUTCD.

CENTER OF RAMPS 10'
12"

HIGH VISIBILITY CROSSWALK
12" 2'

STRIPES SHALL BY

THERMOPLASTIC
10'
2'

ROADWAY CENTERLINE
(FOR REFERENCE ONLY)
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
P-6

PUBLIC IMPROVEMENT STANDARDS

CROSSWALK MARKINGS
01/24/2023

1. STRIPING/MARKINGS SHALL BE THERMOPLASTIC WITH REFLECTIVE GLASS BEADS AND SHALL CONFORM TO THE LATEST EDITION OF THE CA MUTCD.

NOTES:

MEASURING LINE
12" WHITE STOP BAR 11'
8'
8'
2' CLR
4" YELLOW LINE, 50' LONG MIN.

PER THE LATEST VERSION OF

THE CA MUTCD

CL OF STOP SIGN POST
STOP SIGN LOCATION (SEE P-10)

STANDARD STOP BAR MARKING
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
P-7

PUBLIC IMPROVEMENT STANDARDS

STOP BAR MARKING AND STOP

SIGNS LOCATION
01/24/2023

1. ATTACH SIGNS, SLEEVE AND ANCHOR TO POST WITH MULTI-GRIP DRIVE RIVETS ("UNISTRUT" TL-3806, OR APPROVED EQUAL).

2. POST, ANCHOR, SLEEVE AND MOUNTING HARDWARE SHALL BE GALVANIZED "UNISTRUT" TELSPAR, OR APPROVED EQUAL, WITH 7/16" HOLE ON 1" CENTERS ON ALL FOUR (4) SIDES.

3. INSTALL SIGNS AND POST IN LOCATION APPROVED BY THE CITY ENGINEER OR PUBLIC WORKS DEPARTMENT.

4. ALL SIGNS ARE TO COMPLY WITH STATE STANDARDS, CONSTRUCTED OF .080 GAUGE ALUMINUM, STREET NAME SIGNS SHALL BE COVERED WITH 4" TYPE C HIGH INTENSITY SILVER LETTERS.

5. STREET SIGN HARDWARE: REFER TO TABLE BELOW, OR APPROVED EQUAL.

6. SAWCUT REQUIRED IF SIGN INSTALLED AFTER SIDEWALK IS POURED.

7. STOP SIGNS SHALL HAVE HIGH INTENSITY PRIZMATIC SHEETING, OR APPROVED EQUAL.

8. ALL SIGNS LOCATED IN SIDEWALK BY CITY APPROVAL ONLY.

9. STREET NAME SIGN SHALL BE HIGH INTENSITY PRIZMATIC SIGNS, OR APPROVED EQUAL.

MANUFACTURER BLADE LENGTH

BLADE HARDWARE STYLE
ZUMAR

MANUFACTURING
24"
606F
30" OR 36"
808F
COURT.........CT
STREET........ST
AVENUE.......AVE
PLACE..........PL
BOULEVARD..BLVD
CIRCLE......CR
DRIVE........DR
ROAD........RD
LANE........LN
INSTALLATION REQUIREMENTS AND MATERIALS:

APPROVED ABBREVIATIONS
48" MIN.

SEE CITY STD. P-9
24"

STREET SIGN HARDWARE TABLE
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
P-8

PUBLIC IMPROVEMENT STANDARDS
STREET SIGN STANDARD (1 OF 2)
01/24/2023

PRIOR APPROVAL NEEDED FROM PUBLIC WORKS DEPARTMENT
DETACH SIDEWALK INSTALLATION DETAIL4'-0" SIDEWALK INSTALLATION DETAIL POST INSTALLATION DETAIL 5' - 0' SIDEWALK INSTALLATION DETAIL 2" MIN.
3" MAX.
2'-6"
2" 8" DIA.
2-1/4" STIFFENER

SLEEVE,

WRAPPED

INSTALL ACCORDING
TO CITY STD.
18" MIN.
7' MIN. BOTTOM

OF SIGN

INSTALL ACCORDING
TO CITY STD.
7' MIN. BOTTOM

OF SIGN
24"
7' MIN. BOTTOM

OF SIGN
5'
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
P-9

PUBLIC IMPROVEMENT STANDARDS
STREET SIGN INSTALLATION (2 OF 2)
01/24/2023

REQUIRED AT ALL STREET INTERSECTIONS,

STREET OFF-SETS, CUL-DE,SACS AND STREET
RADIUS POINTS.

NOTES:

S U R V E Y

M O N U M E N T
24"
12"
1/2" PATTERN LETTERS

CONCRETE COLLAR
(CLASS A, 6 SACK MIN.)

STREET SURFACE
2" BRONZE SURVEY

MARKER STAMPED W/
R.C.E. OR L.S. NO.

MANUFACTURER: "PHOENIX IRON WORKS",
CALIFORNIA PATTERN MODEL NO. P-2001, OR
APPROVED EQUAL, C.I. FRAME AND COVER

CUT EDGE

ROUND PRIOR

TO REPAVING

CONCRETE COLLAR
(CLASS A, 6 SACK MIN.)

CEMENT MORTAR
2" I.D. X 24" LONG GALV. PIPE
A A
PLAN

SECTION A-A
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
P-10

PUBLIC IMPROVEMENT STANDARDS

TYPE-A STREET INTERSECTION AND

CURVE RADIUS SURVEY MONUMENT
01/24/2023

NOTES:
2"X12"
2"X12"

LEVEL LINE

1. BARRICADES SHALL BE 2 FEET LESS THAN FULL WIDTH OF PAVEMENT OR TRAVELED WAY, OR AS SHOWN ON PROJECT PLANS.

2. APPLY TWO COATS OF EXTERIOR FLAT WHITE PAINT TO ALL EXPOSED WOOD MEMBERS.

3. ANY DEVIATION FROM THE ABOVE FOR TEMPORARY INSTALLATIONS, SHALL BE SUBJECT TO APPROVAL OF THE CITY ENGINEER.

4. UPRIGHT POSTS SHALL BE REDWOOD OR PRESSURE-TREATED DOUGLAS FIR.

5. ALTERNATE HORIZONTAL LAPS WHERE POSSIBLE.

6. STATE OF CALIFORNIA OM4-1, RED REFLECTORIZED SIGN WITH 9 RED REFLECTORS AT DEAD END STREETS.

7. MUTCD SIGN OM1-1, YELLOW REFLECTORIZED SIGN WITH 9 YELLOW REFLECTORS AND W1-6 OR W1-7 AT "T" OR "L" INTERSECTIONS.

8. REFLECTORIZED SIGNS ARE TO BE INSTALLED AT A HEIGHT AND POSITION. 9' MAX. C.C. 9' MAX. C.C.

TYPE "OM"
MARKER (TYP.)
20 D NAILS
6"
6" 6'

CURB AND
GUTTER

1.5'
2'
6" X 6" REDWOOD OR
TREATED POSTS (TYP.)
3 1/4" DIAMETER REFLECTORS, RED TO
AGREE WITH TYPE "OM" MARKER. SPACE

APPROXIMATE AS SHOWN
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
P-11

PUBLIC IMPROVEMENT STANDARDS

TIMBER BARRICADE
01/24/2023

NOTES:

1. SAWCUT REQUIRED IF SIGN INSTALLED AFTER SIDEWALK IS POURED.

2. WHEN INSTALLED IN SIDEWALK, POLES WILL BE SET PRIOR TO SIDEWALK POUR.

3. SAME PIPE FOR STOP SIGN AND STREET NAME SIGN MAY BE UTILIZED WHERE APPROVED.

SIDEWALK
LOCATION AT INTERSECTION LOCATION IN 4 FT. MONOLITHIC SIDEWALK

LOCATION IN FULL WIDTH SIDEWALK LOCATION IN PLANTING STRIP 84" OR 96"
WITH

STOP SIGN
4' SIDEWALK

SIDEWALK
18"

PLANTING AREA
24"
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
P-12

PUBLIC IMPROVEMENT STANDARDS

STREET NAME SIGN LOCATION
01/24/2023

SECTION A-A
PLAN

3.5" THICK STAMPED CONCRETE

WITH HERRINGBONE BRICK
90% RELATIVE COMPACTION

OF NATIVE SOIL
NOTES:

1. CONCRETE STAMPED SHALL BE A HERRINGBONE BRICK PATTERN AND BE DAVIS IN COLOR BRICK RED.

2. LIQUID RELEASE AGENT SHALL BE USED.

3. CURE AND SEAL PRODUCT SHALL BE APPLIED IN ACCORDANCE TO THE MANUFACTURER'S RECOMMENDATIONS.

A A
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
P-13

PUBLIC IMPROVEMENT STANDARDS

DECORATIVE STAMPED

CONCRETE MEDIAN
01/24/2023

NOTES:

TOP

INLET/OUTLET
54"

SIDEWALK
2' TO 4'

FLOWLINE
GUTTER
CURB

EXPANSION
JOINT
#4 BARS @ 6" O.C.

EACH WAY
36" 6" FOR
SIDE &
BOTTOM
12" MIN. 24"
3" R
24"
24"
(MIN.)
4"
SEE NOTE 8
6"
6" FOR

SIDE AND
BOTTOM
54"
42"
3/4" BAR WELDED
3"
2" X 3" CONST. JOINT FOR
NEW CONST. IS NOT REQ'D.

WHEN GUTTER EXISTS
3" X 3" ANGLE IRON

GALVANIZED THROAT

FORM AND FRAME

SECTION A-A
OUTLET SEE NOTE 2

SECTION B-B FRONT

INLET/OUTLET
(CUTTING PLANE IS AT FLOWLINE)

SECTION B-B
INLET

DEEP JOINT
#4 BAR
9"

1. AN OUTLET STRUCTURE THROAT SHALL BE FORMED WITH 6" FROM FLOWLINE TO TOP OF CURB.

2. WHEN EMPLOYED AS OUTLET, ELIMINATE THE 1/2" DIA. ROD AND PLACE GALV. FRAME AND GRATE 6" BELOW TOP OF CURB.

3. THE INLET OR OUTLET MAY BE MODIFIED SLIGHTLY TO MATCH EXISTING IMPROVEMENTS, AS DIRECTED BY THE CITY.

4. STRUCTURE SHALL BE CLASS "A" CONCRETE (6 SACK MINIMUM). CURB, GUTTER AND LOCAL DEPRESSIONS SHALL BE CLASS "A" CONCRETE (5 SACK MINIMUM).

5. CURB AND GUTTER SHALL BE RECONSTRUCTED ON EACH SIDE OF BOX AS INDICATED ON THE PLANS.

6. THE FLOOR OF THE INLET SHALL SLOPE FROM ALL WALLS TO THE LAT. FLOWLINE AND BE GIVEN A STEEL TROWELED FINISH.

7. AT THE CONTACT POINT OF THE STRUCTURE WALL AND THE LATERAL, A SMOOTH 3" RADIUS CURVE SHALL BE CONSTRUCTED.

8. IF THE STRUCTURE IS CONSTRUCTED IN A TWO-STAGE POUR, PROVIDE A ROUGHENED CONSTRUCTION JOINT AND PLACE ON #4 REBAR, 12" LONG, IN EACH OF THE FOUR WALLS, AS SHOWN.

9. APPROVAL EQUAL: "CHRISTY" U36 PRE-CAST CONCRETE CATCH BASIN WITH U37 (2 X 4) PRE-CAST CONCRETE CURB INLET.

10. MAXIMUM GUTTER SHALL NOT EXCEED 1,300'.

B B
A
A
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
SD-1

PUBLIC IMPROVEMENT STANDARDS

TYPE 'A' CATCH BASIN
42" CURB INLET AND 42" BASIN
01/24/2023

A
A

1. AN OUTLET STRUCTURE THROAT SHALL BE
FORMED 6" FROM FLOWLINE TO TOP OF CURB.

2. THE INLET/OUTLET MAY BE MODIFIED SLIGHTLY TO

MATCH EXISTING IMPROVEMENTS, AS DIRECTED
BY THE CITY ENGINEER.

3. STRUCTURE SHALL BE CLASS "A" CONCRETE (6
SACK MINIMUM). CURB, GUTTER AND LOCAL
DEPRESSIONS SHALL BE CLASS "A" CONCRETE.

4. REINFORCING STEEL SHALL BE #4 DEFORMED
BARS. INSTALL (2) #4 @ 24" O.C. 2" FROM AND
ADJACENT TO COVER FOR ADDITIONAL STRENGTH.

5. SPECIAL DESIGN MAY BE REQUIRED BY THE CITY

ENGINEER WHEN DEPTH OF CATCH BASIN
EXCEEDS 6 FEET.

6. APPROVED EQUAL: "CHRISTY" U52 PRE-CAST

CONCRETE CATCH BASIN MANHOLE LID AND
FRAME. (SEE CITY STD. SS-9)

7. MAXIMUM GUTTER RUN SHALL NOT EXCEED 1,300'.

NOTES:

TOP

INLET/OUTLET
60"
#4 BAR
DEEP
JOINT
GUTTER
2' TO 4'
CURB

EXPANSION
JOINT
#4 BARS @ 6" O.C.

EACH WAY
3/4"

BAR WELDED
3" X 3" ANGLE IRON

GALVANIZED THROAT

FORM AND FRAME

FLOWLINE
B B
48"
3"
60"

MANHOLE FRAME AND

COVER, NON-SKID
4-1/2"
6"
SEE NOTE 8
6" FOR SIDE

AND BOTTOM
48"
3" R
36"
12" MIN.

VARIES
42"
MIN.

SECTION B-B FRONT

INLET/OUTLET
(CUTTING PLANE IS AT FLOWLINE

SECTION A-A

INLET/OUTLET

SIDEWALK
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
SD-2

PUBLIC IMPROVEMENT STANDARDS
TYPE 'B' CATCH BASIN 48" CURB
INLET AND 48X36" BASIN
01/24/2023

A A
GUTTER
CLASS "A"

CONCRETE
(6 SACK MIN.)
#4 BARS @ 6" O.C.

EACH WAY
42"
36" MIN. 30"
WELD #4

REBAR TO
FRAME

FACE OF
CURB

EXPANSION
JOINT
60"

EXPANSION JOINT
42"-84"
1/4" SLOPE

MANHOLE FRAME

AND COVER,

NON-SKID

GALVANIZED THROAT

FORM AND FRAME
CLASS "A" CONCRETE
(6 SACK MIN.)
FLOW
24"
MIN.
4"
TOP

SECTION A-A

1. BY CITY STAFF APPROVAL ONLY.

2. MAXIMUM GUTTER RUN NOT TO EXCEED 1,300'.

NOTES:
6" MIN.
24" DIA. I.D. PIPE
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
SD-3

PUBLIC IMPROVEMENT STANDARDS
TYPE 'C' CATCH BASIN 24"

DIAMETER INLET DRAIN PIPE
01/24/2023

A A 24" DIA. I.D. PIPE
TOP
42" DIA.
27" DIA. 7-1/2"
6" FOR SIDE
AND BOTTOM 24"
MIN.
9"
12" MIN.
60" TO 84"

1. BY CITY STAFF APPROVAL ONLY.

NOTES:
25-3/8" DIA. 3/4"
3/4"
3/4"
3" 24" DIA.
3/4"
4"
3/4"

SECTION A-A

FRAME AND COVER

SIDE-VIEW SECTION
1-1/2"
7-1/2" MIN. CONC. COLLAR,
CLASS "A" (6 SACK MIN.)
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
SD-4

PUBLIC IMPROVEMENT STANDARDS

TYPE 'D' CATCH BASIN

STANDARD FLAT GRATE
01/24/2023

B B

SECTION B-B

1. THE INLET MAY BE MODIFIED SLIGHTLY TO MATCH EXISTING IMPROVEMENTS, AS DIRECTED BY THE ENGINEER.

2. STRUCTURE SHALL BE CLASS "A" CONCRETE (6 SACK MIN.). EXPOSED SURFACES SHALL BE FINISHED AS PER CURB SPECIFICATIONS.

3. COST OF FRAME, THROAT FORM, AND CURB AND GUTTER WINGS SHALL BE INCLUDED IN PRICE OF INLET.

4. ADDITIONAL CURB AND GUTTER SHALL BE CONSTRUCTED OR

RECONSTRUCTED ON EACH SIDE OF BOX AS INDICATED ON THE PLANS AND COST THEREOF SHALL BE INCLUDED IN PRICE OF INLET.

5. FLOOR OF THE INLET SHALL SLOPE FROM ALL WALLS TO THE LATERAL LINE AND SHALL BE GIVEN A STEEL TROWELED FINISH.

6. AT THE CONTACT POINT BETWEEN THE LATERAL LINE AND THE INLET WALL A SMOOTH 3" RADIUS CURVE SHALL BE CONSTRUCTED.

7. IN INLET IS CONSTRUCTED IN A TWO STAGE POUR, PROVIDE A ROUGHENED CONSTRUCTION JOINT AND PLACE ONE #4 BAR 12" LONG IN EACH OF THE FOUR WALLS, AS SHOWN.

8. PIPE MINIMUM DEPTH MAY BE ADJUSTED BY THE DESIGNER OR ENGINEER.

MAY REQUIRE PIPE CLASS CHANGE OR SPECIAL BACKFILL.

NOTES:

PLAN VIEW
A
A

SECTION A-A
6"
6"
2" X 3" COST. JOINT FOR NEW

CONSTRUCTION, NOT REQUIRED

WHEN GUTTER EXISTS
CL
L
24" 24" 24" 24"

THROAT FORM
(SEE CITY STD. SD-6)
9"
DEPTH
VARIES
6"
4"
8'
9'
6" 6"
10"
CL
4'-6" 4-6"
5-13
16" 3-1316" 3-1316" 5-1316"
5-13
16"
6"
2' GUTTER
4' TYP.

UNLESS OTHERWISE

SPECIFIED
4' TYP.

UNLESS OTHERWISE

SPECIFIED
6"
3/4" DIA. HOLE
3/8" DIAMOND PLATE
4" 4"
2' 3'-6"
3" 3"
9"
3' MIN.
(SEE NOTE 8)
SEE
NOTE 7
12"
6"
6"

LATERAL
LINE
FLOW
R3"
4'
6" 2' 6"

SLOPE TO

LATERAL LINE
28" X 46" X 3/8" DIAMOND
PLATE COVER (2)
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
SD-5

PUBLIC IMPROVEMENT STANDARDS

DOUBLE TYPE 'D' INLET
(SHEET 1 OF 2)
01/24/2023

2-3/4"
B B

SECTION A-A

1. ALL EXPOSED METAL PARTS SHALL

BE PAINTED OR DIPPED WITH A

BLACK ASPHALTUM PAINT OR

OTHER COATING APPROVED BY
THE ENGINEER.

2. INSTALL 2 FRAMES AFTER INLET IS
CONSTRUCTED. TOP SURFACE TO
BE FLUSH WITH INLET FRAME.

WELD TO INLET FRAME ON
UNDERNEATH SIDE.

NOTES:
1 3
1 48 4"
6"
3/8" DIAMOND PLATE
28" X 46" DIAMOND PLATE COVER
1/4" (TYP.)
3/16" ALL AROUND
3/8" X 1" STEEL BAR
TYP.
1/4" 2"-12"
3/16"
9"
24"
1/4" HOLE 3

EACH SIDE
2 - ANCHORS 6" X 1/2"

ON SIDES & BACK
1/8" PLATE THROAT

SIDEPLATE (SEE DETAIL)
1/4" 2"-12"
R1/2"
9"
3-1/8"
6-3/8"

TACKWELD SIDEPLATE ALL AROUND
1/4"
1/4" (TYP.)
TANGENT LINE FOR 4"

RADIUS BEND OF

SIDEPLATE
3/4" DIA. SUPPORT
BAR SMOOTH (TYP.)
5-1/2"
1"
1"
1 3
1"
(TYP.)
1/8" STEEL PLATE
1/4" 2"-12"
3" X 3" X 1/4"
3/8" DIAMOND PLATE
9'
2"
4" 24" 24" 24" 24" 4"
2"
SUPPORT BAR 3/4" DIA. SMOOTH (TYP.)
CONSTRUCT 4" RADIUS

BEND IN PLATE
5"
3-1/8"
1-7/8"
3-3/4"
8-3/16"
1/8" STEEL
PLATE
9-1/8"
11-1/2"
5-1/2"
A
A
ANCHOR
6" X 1/2"
ANCHOR
24"
42"
14"
3" X 3" X 1/4" 3/8" DIAMOND PLATE
3-13/16" 3-13/16"
2" X 2" X 1/4" FRAME
INSTALL SECURITY CHAIN (SEE NOTE 2)

PER TYPE 'D' INLET
2-3/16" 2-3/16"
42"
14"
20"
19"
9-1/2"
(TYP.)

SECTION B-B
PLAN

THROAT SIDEPLATE
FRONT
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
SD-6

PUBLIC IMPROVEMENT STANDARDS

DOUBLE TYPE 'D' INLET
(SHEET 2 OF 2)
01/24/2023

1. 24" CONCRETE RISER PIPE SHALL
BE ASTM C-118 OR BETTER.

2. BREAK OUT OPENING IN RISER PIPE
TO FIT LATERAL. CUT LATERAL TO
FIT CURVATURE OF RISER. FILL
JOINT SPACE WITH MORTAR.

3. FLOOR OF INLET SHALL SLOPE AS

SHOWN, WITH STEEL TROWEL
FINISH.

4. COST OF A.C. GUTTER PAN, DIKES,

OBJECT MARKER, AND GRADING

AROUND INLET TO BE INCLUDED IN
THE INLET PRICE.

5. PIPE MIN. DEPTH MAY BE

ADJUSTED BY THE DESIGNER OR
ENGINEER. MAY REQUIRE PIPE

CLASS CHANGE OR SPECIAL
BACKFILL.

6. CURB SHALL BE OF SUFFICIENT

LENGTH TO TRANSITION TO MATIVE
GRADE. 2 FT. MIN.

NOTES:

PLAN

GRADE TO DRAIN
SLOPE 5:1 MAX.

GRADE TO DRAIN
SLOPE 5:1 MAX.
2" A.C. GUTTER PAN IN FRONT

OF INLET TO DIRECT FLOW,

AS DIRECTED BY ENGINEER

CONCRETE CURB OR
CALTRANS A87B TYPE 'F'
A.C. DIKE, MODIFY AS

NECESSARY
6" X 12" CLASS "A"

CONCRETE COLLAR
A A
B
B
4'
CALTRANS A73A TYPE
L-1 OBJECT MARKER.

FACE TRAFFIC DIRECTION

LATERAL
LINE

GRADE AS NECESSARY
TO FLOW (TYP.)

CATCH BASIN FRAME

AND LID (SEE DETAIL)
4'
(SEE NOTE 6)
2"
23-1/2"
10" 8"
6" 3' MIN.
(SEE NOTE7)
12"
2' TYPE L-1 OBJECT
MARKER
CLASS "A"

CONCRETE BASE
1-1/8"
18-1/2"
10"
19-1/2"
28-3/4"
10"
19-1/2"
29"

GRADE AS NECESSARY
TO FLOW (TYP.)
3' MIN.
(SEE NOTE 5)
2"
GROUT 6" ALL
AROUND
24" DIA. PIPE
R3"
4"
6" (TYP.)
6" (TYP.)

SECTION A-A

SECTION B-B LID DETAIL
FRONT
SIDE
PLAN
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
SD-7

PUBLIC IMPROVEMENT STANDARDS

TYPE 'E' INLET - TEMPORARY WITH

CURB FACE OPENING
01/24/2023

NOTES:

SECTION B-B

1. DIMENSIONS UNLESS OTHERWISE SPECIFIED.

V = SHALL BE SHOWN ON THE PLANS.

T = 6" IF V IS 4' OR LESS
T = 8" IF V IS LESS THAN 8' AND MORE THAN 4'
T = 10" IF V IS 8' OR MORE.

D = 24" UNLESS OTHERWISE SPECIFIED.

2. STRUCTURAL CONCRETE SHALL BE CLASS "A" P.C.C. (6 SACK).

3. THE REINFORCING STEEL SHALL BE NUMBER 4 DEFORMED BARS.

CLEARANCE SHALL BE 1-1/2" FROM THE BOTTOM OF THE SLAB.

4. THE SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM TO

SLOPE, GRADE, COLOR, FINISH, AND SCORING IN THE EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE INLET. THE
INLET FLOOR SHALL BE GIVEN A TIGHT WOOD FLOAT FINISH.

CURVATURE OF THE LIP AND SIDEWALLS AT THE GUTTER
OPENING SHALL NOT BE MADE BY PLASTERING. THE OUTLET PIPE

SHALL BE TRIMMED TO FINAL SHAPE AND LENGTH BEFORE THE
CONCRETE IS POURED.

STEPS:

1. 3/4" PLAIN ROUND GALVANIZED STEEL STEPS SHALL BE
INSTALLED 16" APART WHEN V EXCEEDS 4'-6". THE TOP STEP
SHALL BE 6" BELOW THE TOP SURFACE AND SHALL BE 2-1/2"
CLEAR FROM THE WALL. ALL OTHER STEPS SHALL BE 4"
CLEAR FROM THE WALL. ONLY ONE STEP 12" FROM BOTTOM
SHALL BE INSTALLED IF V IS 4'-6" OR LESS. ALL STEPS SHALL BE ANCHORED NOT LESS THAN 4" INTO THE WALL OF THE
INLET.

2. CURB, GUTTER, AND LOCAL DEPRESSIONS SHALL BE CLASS
"A" OR CLASS "B" CONCRETE.

3. CURB AND GUTTER SHALL BE CONSTRUCTED OR

RECONSTRUCTED ON EACH SIDE OF THE BOX AS INDICATED

ON THE PLANS, AND COST THEREOF SHALL BE INCLUDED IN
PRICE OF INLET.

4. IF INLET IS CONSTRUCTED IN A TWO STAGE POUR, PROVIDE A ROUGHENED CONSTRUCTION JOINT AND PLACE 1 - #4 BAR
12" LONG IN EACH OF THE FOUR WALLS. AS SHOWN.

B B
A
A
FLOW 6"
6"
2 - #4 BARS
AT 2" O.C.

T 7' T

INLET OPENING DETAIL
(SEE CITY STD. SD-9) 10"
6"
6"
T 7' T
6"
D
#4 BARS @
6" O.C. EACH
WAY
2 - #4 BARS
@ 2" O.C.

MANHOLE FRAME

AND COVER (SEE
CITY STD. SD-10)

FLOW FLOW
6' UNLESS

OTHERWISE SPECIFIED
6" 6"
3' UNLESS

OTHERWISE

SPECIFIED
24"
GUTTER
6" CURB
PLAN
16"
16"
16"
6"

LATERAL
LINE

SECTION A-A
R1/4" 1-1/2" CLR. 4-1/2" R1/4"
10"
ANCHOR
V
2'
MIN.
6"
6"
R3"
SLOPE TO LAT. LINE
T 38" T
6"
6"
4" CL
2-1/2" CL
SEE NOTE 5
SEE NOTE 8
4" CL
2" X 3" CONSTRUCTION JOINT FOR NEW
CONSTRUCTION. NOT REQUIRED WHEN
GUTTER EXISTS.

CL
CL
CL
CL
FLOW
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
SD-8

PUBLIC IMPROVEMENT STANDARDS
TYPE 'E' & 'G' 7' CURB INLET
01/24/2023

NOTE:

FACE PLATE 5/16" X 10" ROLLED PLATE (ASTM A36) FORMED AS SHOWN.

FACE PLATE ANCHORAGE 1/2" Ø STEEL ANCHOR 42" O.C. MAX.

PLACED AS SHOWN.

PROTECTION BAR PLAIN ROUND STEEL BAR 1" DIA. SHALL BE
INSTALLED, BAR SHALL BE EMBEDDED 5 INCHES AT EACH END.

SUPPORT BAR 1" INCH DIA. X 20" LONG WITH SQ. HEAD AND
HEX. NUTS, BEND AS SHOWN AND PLACE AT CENTER OF INLET
OPENING.
1 2
3 4
2-1/2"
1"
1"
1-1/4"
8"
24°"
1/2" Ø STIRRUP WELD AS SHOWN
R1/4"
R3"
T
24°'
3 2
2-3/4"
3-3/8"
3-3/4"
CL BAR

GUTTER FLOWLINE

BATTER TO CONFORM WITH ADJOINING CURB
66°"
5/8"
R1/4"
R1/4"
R11/16"
7-1/8"
5-3/8"
3"
4-1/2" 5/16"
CL R=1 1/2" MIN.

R1/4"
10"
2 1
3 4

ADJUSTING NUTS TO BE TIGHTENED AND

SECURED IN PLACE WHEN STEEL PLATE
ANGLE IS PROPERLY POSITIONED.
1-1/8" HOLE IN PLATE

CUT REINFORCING STEEL

TO CLEAR FACE PLATE

1. ALL EXPOSED METAL PARTS SHALL BE GALVANIZED.

CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
SD-9

PUBLIC IMPROVEMENT STANDARDS

TYPE 'E' & 'G' INLET

OPENING DETAIL
01/24/2023

TOP OF MANHOLE FRAME AND COVER
TOTAL WT. = 130 LBS.
11-13/16" RAD. OF COVER
1/2"
1/8"
1/2"
1-1/2"
1/2" 1/4"
2"
1/2" 3/4"
1/8"
1/8"
5/8"
7/8"
3/16"
1/8" 1/16"
3/4"
1/4"
22" DIA.

CLEAR

OPENING

1. FRAME AND COVER SHALL BE GRAY CAST
IRON CONFORMING TO THE LATEST A.S.T.M.

STANDARD A 48, CLASS 30 OR BETTER
GALVANIZE PER A.S.T.M. A385.

NOTE:

BOTTOM OF MANHOLE COVER

CROSS SECTION THRU FRAME AND COVERCROSS SECTION THRU RIM AT MID RADIUS

CROSS SECTION THRU RIM
R1/8"
R1/16"
R1/8"
2"
22" DIA. CLEAR OPENING
3/4"
23-5/8" OUTSIDE DIA. OF COVER
7/8"
2" X 1"

DIAMOND
MAT, 1/8"
DEEP
3/4" DIA.

PICK HOLE
3"
1"

OUTLINE WHERE

RIBS JOINS RIM

SAME ANGLE

THROUGHOUT
3/8"
2"
3/8" 3/4"

MACHINED

SURFACES
(SEE NOTE 1)
1/2"
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
SD-10

PUBLIC IMPROVEMENT STANDARDS

MANHOLE FRAME AND COVER FOR

TYPE 'E' & 'G' INLET
01/24/2023

1. ALL CONCRETE SHALL BE CLASS "A" (6 SACK MIN.).

2. CONCRETE CONE AND GRADE RINGS SHALL BE PRECAST REINFORCED AS PER ASTM C-478.

3. GROUT AND BAND ALL PIPE JOINTS. "KENT" SEAL NO. 2 OR APPROVED EQUAL SHALL BE APPLIED BETWEEN EACH JOINT.

4. GROUT MIXTURE SHALL BE 1:2 CEMENT TO SAND.

5. WHERE MANHOLES ARE NOT IN STREETS OR TRAVEL WAYS, PLACE TOP 12" ABOVE EXISTING GROUND WITH A 24" CONCRETE RING UNLESS OTHERWISE SHOWN ON THE PLANS.

6. IF LARGEST PIPE SIZE IS 24" OR LARGER, A 72" DIAMETER MANHOLE IS REQUIRED.

7. WHEN ADJUSTING A MANHOLE, REFER TO CITY STD. SS-9.

8. NO FLOODING OR JETTING COMPACTION.

9. MAXIMUM DISTANCE BETWEEN MANHOLES SHALL BE 400'.

10. STORM DRAIN LATERALS 6" AND LARGER CONNECTED TO A MAIN REQUIRE A STORM DRAIN MANHOLE.

NOTES:

SD

LATERAL
2" A.C. CAP
CLASS "A"
CONCRETE (6
SACK MIN.)
10"
24" TO 48" PRECAST
CONE
POURED-IN-PLACE CLASS "A"

CONCRETE BASE OR STANDARD
C-478 CONCRETE PIPE SECTION

PROVIDE KEYED BASE FOR

PRECAST RISER SECTION
VARIES
36"
9" MIN.
12" MAX. 24"

MANHOLE FRAME AND COVER
INSTALLATION (SEE CITY STD. SS-9)
9" MIN.

SD

LATERAL
48" TO 72" 5" TO 7"

THICKNESS
6" MIN.
4"
6' MIN.
12" SUBGRADE
COMPACTED TO 95% OR
3/4" CRUSHED ROCK
48"

ROUND CONCRETE COLLAR
RUBBER GASKGET AROUND PVC;

KENT-SEAL ON ADS
8" MIN.

INVERT AT SD

MAIN SPRINGLINE
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
SD-11

PUBLIC IMPROVEMENT STANDARDS

STORM DRAIN MANHOLE
01/24/2023

CATCH
BASIN NO.

I.D.

CATCH
BASIN

FRAME AND
GRATE NO.

APPROX.

WEIGHT

PER SET
U21 2'X2' 71W422 165
U23 2'X2' 71W422 165
U32 2'X3' 71W432 195
U36 2'X4' 71C442 270
U43 3'X3' 71C452 295
U52 3'X4' 71C462 390 2PC
77% OPEN FLOW AREA
CATCH
BASIN NO.

I.D.

CATCH
BASIN

FRAME AND
GRATE NO.

APPROX.

WEIGHT

PER SET
U21 2'X2' 71C422 230
U23 2'X2' 71C422 230
U32 2'X3' 71C432 180
41% OPEN FLOW AREA
CATCH
BASIN NO.

I.D.

CATCH
BASIN

FRAME AND
GRATE NO.

APPROX.

WEIGHT

PER SET
U21 2'X2' 71C420 125
U23 2'X2' 71C420 125
U32 2'X3' 71C430 180
48% OPEN FLOW AREA

WELDED STEEL GRATES WITH CROSS BARS

HEAVY DUTY CAST IRON

LIGHT DUTY CAST IRON

1. ALL GRATES WITHIN AN ADA DEDICATED PATH OF

TRAVEL SHOULD BE AN ADA APPROVED GRATE PER THE
LATEST EDITION OF THE CBC.

NOTE:

CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
SD-12

PUBLIC IMPROVEMENT STANDARDS

CATCH BASIN GRATE
01/24/2023

23"

1. STANDARD GRADE RINGS ARE
AVAILABLE IN 6" INCREMENTS
UP TO 4' HIGH.

2. CUSTOMER SPECIFIED TOP

EDGE CHOICES CAST INTO

CATCH BASIN OR GRADE RINGS
(SEE CITY STD. SD-14).

NOTES:

KNOCK
OUT
B

PER JOB SPECIFICATION
C
C
A
35-1/2"
30-1/2"
27-1/2"
23-1/2"
19-1/2"
15-1/2" KNOCK OUT

TO DESIRED

PIPE SIZE
KNOCK
OUT
22-1/2"
19"
15-1/2"
12"

PRODUCT
NUMBER

DIMENSIONS
A B C
U21 2' 2' 4'
U23 2' 2' 6'
U32 2' 3' 6'
U36 2' 4' 5'
U43 3' 3' 6'
U52 3' 4' 6'

WITH OR
WITHOUT 2"

WEEP HOLES
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
SD-13

PUBLIC IMPROVEMENT STANDARDS
"CHRISTY" U SERIES CATCH BASINS
01/24/2023

END SIDE

CAST-IN GALVANIZED FRAME FOR
GRATES 1-1/2" X 1-1/2" ANGLE IRON WITH

ANCHOR BOLTS

GROOVED TO RECEIVED TONGUE OF
GRADE RINGS, CURB INLETS, ETC.

CAST-IN GALVANIZED FRAME FOR
STATE TYPE GRATES 4"X3"X1/4" ANGLE

IRON ENDS WITH ANCHOR BOLTS
3-1/2"X1/4" SIDE BARS

CAST-IN GALVANIZED FRAME FOR
1/4" STEEL LIDS WITH BOLT

DOWN PROVISIONS
6" EXPOSED REBAR TO ALLOW JOB

SITE POURING OF SPECIAL CURB
SHAPES AT GRADE LEVEL, ETC.

RECESSED FOR 1/4" STEEL LIDS

WITH BOLT DOWN PROVISIONS

1. OPENINGS, LOCATIONS AND SIZES TO JOB SPECIFICATIONS.

2. WITH OR WITHOUT BOTTOM.

3. PROGRESSIVE WEBBED KNOCK-OUTS PROVIDE MAXIMUM

FLEXIBILITY PERMITTING PIPE OF ANY SIZE TO BE NEATLY
AND QUICKLY GROUTED IN AT JOB SITE.

4. STANDARD TONGUE AND GROOVE GRADE RINGS ARE
AVAILABLE IN 6" INCREMENTS UP TO 4' HIGH.

5. ALL REINFORCING STEEL MEETS ASTM SPECIFICATIONS
AS REQUIRED.

6. CITY APPROVAL REQUIRED FOR APPLICATION.

NOTES:

CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
SD-14

PUBLIC IMPROVEMENT STANDARDS

TOP EDGE CHOICES FOR CATCH

BASIN AND/OR GRATE RING
01/24/2023

NOTES: PLAN

CAGE POST OVER PIPE
SHALL BE MOUNTED ON 6"
X 6" X 1/4" STEEL PLATE.

WELD POST TO PLATE.

BOLT PLATE TO CONCRETE.

A C

FENCE POST

LOCATIONS
4"
4"
A
#4 BARS
SECTION A-A 12"
MIN.
9"
MIN.

RUBBER 'O' RINGS

REQUIRED FOR

SMOOTH PIPES
9"
9" VARIES
30"
TO
42"
6" 12"
3" RADIUS
R.C.P.CLASS II
#4 BARS
3"
4"
A
B C
4"

FOR OUTFALL CAGE

STRUCTURE, SEE FENCE

CAGE FOR OUTFALL

STRUCTURE TYPE A
STANDARD DRAWING.

1. FOR DIMENSIONS SEE DESIGN TABLE FOR OUTFALL
STRUCTURE TYPE A STANDARD DRAWING.

A A
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
SD-15

PUBLIC IMPROVEMENT STANDARDS

OUTFALL STRUCTURE TYPE A
01/24/2023

NOTES: PLAN

1. LOCKING DEVICE SHALL BE APPROVED BY THE CITY
ENGINEER.

2. FOR DIMENSIONS, SEE DESIGN TABLE FOR OUTFALL
STRUCTURE TYPE A STANDARD DRAWING.

LOCKING DEVICE
1/4" X 3/4"

STRETCHER BARS
FRAME 1.66" O.D.

AT 2.27 LBS./FT.
1/8" X 3/4" STRETCHER
BAR BANDS AT 12"

CENTERS
POSTS 2.875" O.D.

AT 5.79 LBS./FT.

FRAME 1.66"' O.D.

AT 2.27 LBS./FT.

INTERMEDIATE

SUPPORT SHALL BE

CENTERED BETWEEN

CORNER POST
POCKET 3" DIA. GROUT
2" MESH X 9 GAUGE

CHAIN LINK FABRIC
12"
30" MIN.
3'-6"
6"
6"
A MINUS 2'
A
A MINUS 2'

LOCKING
DEVICE
A
MINUS
2'
A
HINGE TYP.

TURNBUCKLE
TYP.
3/8" TRUSS RODS
TYP.
2" MESH X 9 GAUGE

CHAIN LINK FABRIC
FRAME 1.66" O.D.

AT 2.27 LBS./FT.
1/4" X 3/4"

STRETCHER BARS
1/8" X 3/4"

STRETCHER

BAR BANDS AT
12" CENTERS

PROFILE
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
SD-16

PUBLIC IMPROVEMENT STANDARDS

FENCE CAGE FOR OUTFALL

STRUCTURE TYPE A
01/24/2023

TYPE
MAX.

PIPE
SIZE
DESIGN
(C.F.S.) A B C
A 30" 12-16 8'-0" 42" 3 1/2"
A 36" 16-21 9'-0" 48" 4"
A 42" 21-29 10'-0" 54" 4 1/2"

DESIGN TABLE
TYPE A

1. ALL CONCRETE SHALL BE CLASS 3 CONCRETE.

2. REINFORCING BARS SHALL BE DEFORMED STEEL BARS AND SHALL BE GRADE 40 MINIMUM. REINFORCING BARS SHALL BE FREE OF RUST OR DIRT AND SHALL BE THOROUGHLY CLEANED BEFORE PLACEMENT.

3. REINFORCING BARS SHALL HAVE A MINIMUM OF 2" OF CLEAR COVERAGE.

NOTES:

CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
SD-17

PUBLIC IMPROVEMENT STANDARDS

DESIGN TABLE FOR OUTFALL

STRUCTURE TYPE A
01/24/2023

NOTES: PLAN

SECTION A-A

1. FOR DIMENSIONS SEE DESIGN TABLE FOR OUTFALL
STRUCTURE TYPE A STANDARD DRAWING.

D
W
A A
A
4" 4"

FENCE POST LOCATIONS

FOR PIT REINFORCEMENT,

SEE OUTFALL

STRUCTURES TYPE B

REINFORCEMENT DETAILS

STANDARD DRAWING
D
M - #4 BARS EQUALLY

SPACED, PAD

REINFORCEMENT
A
N - #4 BARS 16" 16" 16"
3" RADIUS
3" RADIUS
48" TO 84"
VARIES
8" 12"
4" W
D
A
4"
3"

FOR OUTFALL CAGE

STRUCTURES, SEE

FENCE CAGE FOR

OUTFALL STRUCTURE

TYPE B STANDARD

DRAWING
N - #4 BARS
M - #4 BARS

EQUALLY SPACED
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
SD-18

PUBLIC IMPROVEMENT STANDARDS

OUTFALL STRUCTURE TYPE B
01/24/2023

PLAN
NOTES:

1. FOR DIMENSIONS AND REBAR SIZE AND SPACING, SEE DESIGN TABLE FOR OUTFALL STRUCTURE TYPE B STANDARD DRAWING.

2. ALL REINFORCEMENT SHALL CONFORM WITH THE CITY OF VISALIA STANDARD SPECIFICATIONS.

A A

SECTION A-A
W D W
5"
1" COVER TYP.
1" COVER TYP.

HORIZONTAL
BARS "R"

VERTICAL
BARS "R"

OUTFALL

STRUCTURE

WALL BOX
W
2 - #4 BARS

STORM DRAINAGE PIPE
1 - 1/2" COVER TYP.

W D W
W
D
W

OUTFALL

STRUCTURE

WALL BOX

VERTICAL
BARS "R"

HORIZONTAL
BARS "R"
1" COVER TYP.
1" COVER TYP.

CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
SD-19

PUBLIC IMPROVEMENT STANDARDS

OUTFALL STRUCTURE TYPE B

REINFORCEMENT DETAILS
01/24/2023

LOCKING
DEVICE

LOCKING DEVICE
1/4" X 3/4"

STRETCHER BARS
HINGES TYP.

FRAME 1.66" O.D.

AT 2.27 LBS./FT.
1/8" X 3/4" STRETCHER
BAR BANDS AT 12"

CENTERS
POSTS 2.875" O.D.

AT 5.79 LBS./FT.

1.66" O.D. AT

2.27 LBS./FT.
2" MESH X 9 GAUGE

CHAIN LINK FABRIC
9 GAUGE STEEL TIES
AT 14" CENTERS
A-2' LOCKING DEVICE
3'-6"
6"
6"
30" MIN.
12"
A
A-2'
A
A-2'
HINGES (TYP.)
3/8" TRUSS RODS
TYP.

FRAME 1.66" O.D.

AT 2.27 LBS./FT.
2" MESH X 9

GAUGE CHAIN

LINK FABRIC

LOCKING DEVICE

TURNBUCKLE
(TYP.)
1/8" X 3/4"

STRETCHER BAR
BANDS AT 14"

CENTERS
1/4" X 3/4"

STRETCHER BARS

PROFILE
PLAN NOTES:

1. LOCKING DEVICE SHALL BE APPROVED BY THE CITY ENGINEER.

2. FOR DIMENSIONS, SEE DESIGN TABLE FOR OUTFALL STRUCTURE TYPE B STANDARD DRAWING.

CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
SD-20

PUBLIC IMPROVEMENT STANDARDS

FENCE CAGE FOR OUTFALL

STRUCTURE TYPE B
01/24/2023

DESIGN TABLE
TYPE B

1. ALL CONCRETE SHALL BE CLASS 3 CONCRETE.

2. REINFORCING BARS SHALL BE DEFORMED STEEL BARS AND SHALL BE GRADE 40 MINIMUM. REINFORCING BARS SHALL BE FREE OF RUST OR DIRT AND SHALL BE THOROUGHLY CLEANED BEFORE PLACEMENT.

3. REINFORCING BARS SHALL HAVE A MINIMUM OF 2" OF CLEAR COVERAGE. * REINFORCEMENT SHALL CONSIST OF A DOUBLE CURTAIN BOTH DIRECTIONS OF THE SIZE AND SPACING NOTED. SEE OUTFALL STRUCTURE TYPE B REINFORCEMENT DETAILS STANDARD DRAWING.

NOTES:

TYPE
MAX.

PIPE
SIZE
DESIGN
(C.F.S.) A D F M N W R*
B 48" 38-50 10'-0" 5'-0" 2'-0" 2 3 8" #4 AT 12"
B 60" 50-65 12'-0" 6'-0" 3'-0" 3 4 8" #4 AT 12"
B 66" 65-85 14'-0" 7'-0" 3'-6" 3 5 8" #4 AT 12"
B 72" 85-110 16'-0" 8'-0" 4'-0" 3 6 10" #5 AT 10"
B 84" 110-140 18'-0" 9'-0" 4'-6" 4 8 10" #5 AT 10"
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
SD-21

PUBLIC IMPROVEMENT STANDARDS

DESIGN TABLE FOR OUTFALL

STRUCTURE TYPE B
01/24/2023

1. SEWER LATERAL TO BE LOCATED 5' FROM CENTER LOT LINE; WATER SERVICE TO BE LOCATED 5' FROM PROPERTY LINE.

MINIMUM DISTANCE BETWEEN WATER SERVICES AND SEWER LATERALS SHALL BE 10' MIN. FROM O.D. TO O.D.

2. SEWER LATERAL ON PROPERTY WITH CLEANOUT ON BOTH STREET AND ALLEY SIDE. SEE CITY STD. SS-9.

3. ALL UTILITIES AND DRIVEWAYS SHALL BE LOCATED NEAR OPPOSING PROPERTY LINE FROM WATER METER LOCATION.

4. FOR WATER METER INSTALLATION, SEE CITY STD. W-8.

5. TWO WAY CLEANOUT AT BUILDING TO REPLACE CLEANOUT IN P.U.E.

ADJACENT

RESIDENTIAL LOT

SEWER LATERAL
(SEE NOTE 1)

WATER SERVICE
(SEE NOTE 1)

ADJACENT

RESIDENTIAL LOT
5'

SIDEWALK

PROPERTY LINEPROPERTY LINE
5'

RESIDENTIAL LOT

WATER MAIN

SEWER MAIN

SEWER MAIN

WATER MAIN ALLEY
NOTES:

STREET

WATER SERVICE METER
(SEE CITY STD. W-8)

SEWER LATERAL
(SEE NOTE 1) C.O.
10' P.U.E.
2'-1"
CENTER

LOT LINE
10' P.U.E.

C.O.
10' MIN. O.D.

TO O.D.

WATER SERVICE METER
(SEE CITY STD. W-8)

CURB & GUTTER
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
SS-1

PUBLIC IMPROVEMENT STANDARDS

SEWER AND WATER SERVICE

PROPERTY LOCATIONS
01/24/2023

6'
4' 4'
6'
10' 10'
4' 4' 6'
10' 10'
A. NEW CONSTRUCTION - WHEN NEITHER WATER MAINS NOR SEWER MAINS ARE EXISTING, THE FOLLOWING SHALL APPLY WHEREVER POSSIBLE:

1. PARALLEL MAINS - THE HORIZONTAL SEPARATION BETWEEN PRESSURE WATER MAINS AND SANITARY SEWER MAINS SHA BE AT LEAST 10 FEET FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE.

2. CROSSING MAINS - PRESSURE WATER MAINS SHALL HAVE A MIN. THREE FEET OF SEPARATION ABOVE THE SANITARY SEWER MAINS, WHERE THESE LINES MUST CROSS.

3. ALL WATER MAIN AND SEWER MAIN SEPARATIONS SHALL FOLLOW THE CALIFORNIA STATE WATER BOARDS' REQUIREMENT B. ALTERNATIVE CONDITIONS - WHEN EITHER WATER MAINS OR SEWER MAINS ARE EXISTING, OR THE CONDITIONS REQUIRED IN "A" ABOVE CANNOT BE MET, THE FOLLOWING SHALL APPLY:

1. NEW SEWER MAIN AND EXISTING WATER MAIN. - CASE 1 AND 2.

2. NEW WATER MAIN AND EXISTING SEWER MAIN. - CASE 3.

ALTERNATIVE CONDITIONS:

WHERE REQUIRED SEPARATION CANNOT BE MAINTAINED
WATER
MAIN
ZONE
B
ZONE
B
ZONE A
ZONE A
2 2
1 1
ZONE D
ZONE C
WATER
MAIN

PARALLEL CONSTRUCTION PERPENDICULAR CONSTRUCTION

WATER LINE AND SEWER LINE SEPARATION
DIMENSIONS ARE FROM OUTSIDE OF WATER MAIN TO OUTSIDE OF SANITARY SEWER MAIN. DESCRIPTIONS OF COMPRESSION JOINTS, MECHANICAL JOINTS, AND REQUIRED CONCRETE ENCASEMENT ARE ON SHEET 2. .33' .33'
6'
3'
NOTES:

CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
SS-2

PUBLIC IMPROVEMENT STANDARDS

WATER MAIN AND SANITARY SEWER
MAIN SEPARATION (SHEET 1 OF 2)
01/24/2023

A. SEWER MAINS WILL NOT BE PERMITTED IN THIS ZONE WITHOUT SPECIAL PERMISSION FROM THE DEPARTMENT OF PUBLIC WORKS.

B.

EXTRA-STRENGTH VITRIFIED CLAY PIPE WITH COMPRESSION JOINTS; OR CONCRETE PIPE WITH REINFORCED

CONCRETE COLLARS AROUND THE JOINTS, WHICH JOINTS SHALL HAVE A MINIMUM THICKNESS OF SIX INCHES ON EITHER SIDE OF THE JOINT; OR RUBBER GASKET REINFORCED CONCRETE PIPE; OR RUBBER GASKETED ASBESTOS-CEMENT PIPE; OR RUBBER GASKETED PLASTIC PIPE; OR CAST IRON PIPE WITH COMPRESSION JOINTS.

C. OR D.

CLASS 150 OR HEAVIER CAST-IRON PIPE WITH HOT DIP BITUMINOUS COATED AND APPROVED MECHANICAL JOINTS; OR ANY SEWER PIPE WITHIN A CONTINUOUS STEEL CASING, WHICH CASING SHALL HAVE A THICKNESS

OF NOT LESS THAN ONE-FOURTH INCH AND WITH ALL VOIDS BETWEEN SEWER PIPE AND CASING PRESSURE GROUTED WITH SAND-CEMENT GROUT.
6" 6"
6"
6"
3"
3"

IF AN EXISTING SEWER MAIN IS LOCATED WITHIN ZONE A, B, C, OR D OF A NEW WATER MAIN, THE FOLLOWING SPECIAL REQUIREMENTS APPLY:

1. COMPRESSION JOINTS ARE RUBBER RING OR GASKET JOINTS.

2. MECHANICAL JOINTS ARE BOLTED JOINTS.

3. ACCEPTABLE REINFORCED CONCRETE ENCASEMENT IS AS TO
THE RIGHT:

4. CONCRETE SHALL BE CLASS "A" (6 SACK MIN.), OR APPROVED EQUAL.

CASE 1 & 2: NEW SEWER MAIN AND EXISTING WATER MAIN
A. NO WATER MAINS SHALL BE CONSTRUCTED WITHOUT SPECIAL PERMISSION FROM THE DEPARTMENT OF PUBLIC WORKS.

B. IF THE SEWER MAIN DOES NOT MEET THE ZONE B. REQUIREMENTS GIVEN ABOVE THE WATER MAIN SHALL BE OF CLASS 200 PIPE, OR APPROVED EQUAL.

C.

NO WATER MAINS SHALL BE CONSTRUCTED WITHOUT SPECIAL PERMISSION FROM THE DEPARTMENT OF PUBLIC WORKS. IF PERMISSION IS GRANTED, THE SEWER MAIN SHALL BE ENCASED WITH REINFORCED CONCRETE AND THE WATER MAIN SHALL BE OF CLASS 200 PIPE, OR APPROVED EQUAL.

D. THE SEWER MAIN SHALL BE ENCASED WITH REINFORCED CONCRETE.

CASE 3: NEW WATER MAIN AND EXISTING SEWER MAIN

CONSTRUCTION LIMITATIONS AND REQUIREMENTS

ZONE CONSTRUCTION LIMITATIONS AND REQUIREMENTS
DESCRIPTIONS:

ZONE
"D"
NO. 4 BARS
NO. 4 BARS
NO. 4 BARS NO. 4 BARS
CITY COUNCIL APPROVAL:

APPROVED BY CITY ENGINEER

APPROVED BY PUBLIC WORKS DIRECTOR

REVISIONS

NAME BY DATE
SS-3

PUBLIC IMPROVEMENT STANDARDS

WATER MAIN AND SANITARY SEWER
MAIN SEPARATION (SHEET 2 OF 2)
01/24/2023