Tuesday, January 24, 2023 / 6:30 PM / City Hall / 405 East El Monte Way, Dinuba District 1
Rachel NerioGuerrero
Vice Mayor
District 2
Maribel Reynosa
Mayor
District 3
Benjamin Prado
Council Member
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.
1. OPENING CEREMONIES
1.1. Welcome and Call to Order
1.2. Invocation
1.3. Pledge of Allegiance
2. 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).
3. NEW EMPLOYEES AND PROMOTIONS
3.1. Introduction of Heather Leiferman as the Special Events Coordinator (SH)
3.2. Introduction of Beverly Nunez as the Senior Center Coordinator (SH)
3.3. Eric Trevino, Lieutenant (AI)
3.4. John Jobe, Sergeant (AI)
3.5. Marcos Nunez, Sergeant (AI)
4. PRESENTATIONS/CEREMONIAL MATTERS
4.1. Dinuba Chamber of Commerce Raisin Day Report (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
Award of Contract for Auditing Services to Badawi and Associates (KS) a
RECOMMENDATION
Council award contract for auditing services to Badawi and Associates and authorize City Manager or designee to execute the agreement. a
6.2. SUBJECT
Authorization to Execute Encroachment Agreements with Alta Irrigation District for the Dinuba High School project. (JW)
a
RECOMMENDATION
Council to approve both Encroachment Agreements with Alta Irrigation District (AID) so that the construction on the new Dinuba High School can continue and authorize City Manager or designee to execute the agreement and any related documents.
a
6.3. SUBJECT
Approval of City Council Meeting Minutes (MA)
a
RECOMMENDATION
Council to review and approve City Council meeting minutes of January 10, 2023 as presented.
a
6.4. SUBJECT
Resolution No. 2022-04 Authorizing Expenditure of the 2022 Citizens Option for Public Safety (COPS) Grant (AI)
a
RECOMMENDATION
Council to adopt Resolution No. 2022-04 authorizing expenditure of the 2022 Citizens Option for Public Safety (COPS) Grant funds in the amount of $100,000 to partially offset the salary for one full-time Police Officer. a
6.5. SUBJECT
Ordinance No. 2023-01 Second Reading and Adoption of the 2022 Edition of the California Fire Code (JWeb)
a
RECOMMENDATION
Council to waive reading in full and approve Ordinance No. 2023-01 adopting the 2022 California Fire Code with amendments.
a
6.6. SUBJECT
Ordinance No. 2023-02 Second Reading and Adoption of Amendment to Chapter 5.34 of the Municipal Code in Regard to Fireworks (JWeb) a
RECOMMENDATION
Council to waive reading in full and approve Ordinance No. 2023-01 amending Chapter 5.34 of the Dinuba Municipal Code relating to permitting and enforcement of fireworks.
a
7. WARRANT REGISTER
7.1. SUBJECT
Warrant Register January 13 & 20, 2023 (KS)
a
RECOMMENDATION
Council to review and approve the Warrant Register as presented. a
8. DEPARTMENT REPORTS
8.1. SUBJECT
Adoption of City of Dinuba 2023 Public Improvement Standards (JW) a
RECOMMENDATION
Council to approve the City of Dinuba 2023 Public Improvement Standards and authorize the City Engineer and Public Works Director to sign and publish the document.
a
8.2. SUBJECT
Resolution No. 2023-05 Accepting 2022 Engineering and Traffic Survey and Adopting Proposed Speed Limits (JW)
a
RECOMMENDATION
Council adopt Resolution No. 2023-05 approving the traffic speed limits recommended in the 2022 Engineering and Traffic Survey. a
9. MAYOR/COUNCIL REPORTS
10. CITY MANAGER COMMUNICATIONS
11. CITY STAFF COMMUNICATIONS
12. 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: PARKS AND COMMUNITY
SERVICES
January 24, 2023
To: Mayor and City Council
From: Stephanie Hurtado, Parks and Community Services Director Subject: Introduction of Heather Leiferman as the Special Events Coordinator (SH)
RECOMMENDATION
This is an informational item to introduce Heather Leiferman as the Special Events Coordinator.
EXECUTIVE SUMMARY
OUTSTANDING ISSUES
DISCUSSION
FISCAL IMPACT
PUBLIC HEARING
City Council Staff Report
Department: PARKS AND COMMUNITY
SERVICES
January 24, 2023
To: Mayor and City Council
From: Stephanie Hurtado, Parks and Community Services Director Subject: Introduction of Beverly Nunez as the Senior Center Coordinator (SH)
RECOMMENDATION
This is an informational item to introduce Beverly Nunez as the Senior Center Event Coordinator.
EXECUTIVE SUMMARY
OUTSTANDING ISSUES
DISCUSSION
FISCAL IMPACT
PUBLIC HEARING
City Council Staff Report
Department: POLICE SERVICES January 24, 2023
To: Mayor and City Council
From: Abel Iriarte, Chief of Police
By: Luz Torres, Administrative Assistant
Subject: Eric Trevino, Lieutenant (AI)
RECOMMENDATION
Recognition of Eric Trevino on his recent promotion from Sergeant to Lieutenant effective January 8, 2023.
EXECUTIVE SUMMARY
None.
OUTSTANDING ISSUES
None.
DISCUSSION
None.
FISCAL IMPACT
None.
PUBLIC HEARING
None.
City Council Staff Report
Department: POLICE SERVICES January 24, 2023
To: Mayor and City Council
From: Abel Iriarte, Chief of Police
By: Luz Torres, Administrative Assistant
Subject: John Jobe, Sergeant (AI)
RECOMMENDATION
Recognition of John Jobe on his recent promotion from Police Officer to Sergeant effective January 8, 2023.
EXECUTIVE SUMMARY
None.
OUTSTANDING ISSUES
None.
DISCUSSION
None.
FISCAL IMPACT
None.
PUBLIC HEARING
None.
City Council Staff Report
Department: POLICE SERVICES January 24, 2023
To: Mayor and City Council
From: Abel Iriarte, Chief of Police
By: Luz Torres, Administrative Assistant
Subject: Marcos Nunez, Sergeant (AI)
RECOMMENDATION
Recognition of Marcos Nunez on his recent promotion from Police Officer to Sergeant effective January 8, 2023.
EXECUTIVE SUMMARY
None.
OUTSTANDING ISSUES
None.
DISCUSSION
None.
FISCAL IMPACT
None.
PUBLIC HEARING
None.
City Council Staff Report
Department: CITY MANAGER'S OFFICE January 24, 2023
To: Mayor and City Council
From: Daniel James, Assistant City Manager
Subject: Dinuba Chamber of Commerce Raisin Day Report (DJ)
RECOMMENDATION
Council to receive Raisin Day activities report from Dinuba Chamber of Commerce CEO, Heathe Jones.
EXECUTIVE SUMMARY
The Dinuba Chamber of Commerce provides a summary and financial report to City Council on the annual Raisin Day event. This report is informational.
OUTSTANDING ISSUES
None.
DISCUSSION
The Dinuba Chamber of Commerce facilitates the annual Dinuba Raisin Harvest Festival, more commonly known as the 'Raisin Day Festival', which brings the community together for four days of entertainment, food and craft booths, carnival rides, and the Raisin Day Parade. As this event is cosponsored by the City of Dinuba, the Chamber of Commerce is required to present an annual financial report to the Dinuba City Council.
The Raisin Day report provides a report to City Council on the outcome of the event and a financial summary. This year's annual report will be presented by Dinuba Chamber of Commerce CEO, Heathe Jones.
Staff recommends Council receive and accept the Raisin Day Report presented by Dinuba Chamber of Commerce.
FISCAL IMPACT
None.
PUBLIC HEARING
None required.
City Council Staff Report
Department: FINANCE SERVICES January 24, 2023
To: Mayor and City Council
From: Karina Solis, Administrative Services Director
Subject: Award of Contract for Auditing Services to Badawi and Associates (KS)
RECOMMENDATION
Council award contract for auditing services to Badawi and Associates and authorize City Manager or designee to execute the agreement.
EXECUTIVE SUMMARY
Pursuant to the City Charter, the city is required to solicit new auditors every five years. Staff solicited request for proposals for auditing services and received four proposals. After careful review of all proposals, staff is recommending that the contract for auditing services be awarded to Badawi and Associates based on the firm's background, experience scope of services, and cost.
OUTSTANDING ISSUES
None.
DISCUSSION
The city received four proposals for auditing services for the next five fiscal years.
The firms and their respective 5-year average of fees for auditing services are listed as follows:
Firm Fee
Badawi & Associates $55,158
Moss, Levy & Hartzheim $55,345
Price, Paige, & Co. $76,000
Vasquez & Co. $70,075
The proposals were rated based on criteria relating to prior audit experience, qualifications of staff, commitment to governmental accounting, and cost. Of the four proposals, all firms included the necessary reports for the annual audits.
Staff is recommending that the City Council award the contract for auditing services to Badawi & Associates in the annual amounts of $51,940 for the first year, $53,495 for the second year, $55,110 for the third year, $56,740 for the fourth year and $58,505 for the final year for an average annual cost of $55,158. The firm has extensive experience providing auditing services to local governments and is highly recommended with great references.
The contract will be for five years consistent with the City Charter. A copy of the contract is enclosed herein as Attachment 'A'.
FISCAL IMPACT
The city will budget $55,158 in the 2023/24 budget for auditing services.
PUBLIC HEARING
None.
ATTACHMENTS:
Description
Attachment A
CONSULTANT AGREEMENT FOR PROFESSIONAL
SERVICES BETWEEN THE CITY OF DINUBA AND
BADAWI & ASSOCIATES
This Agreement for Professional Services ("AGREEMENT") is made and entered into as of the date the AGREEMENT is fully executed by all parties (the "Effective Date"), by and between the City of Dinuba, a municipal corporation ("CITY"), and Badawi & Associates ("CONSULTANT"). In consideration of the mutual covenants and conditions set forth herein, the parties agree as follows:
RECITALS:
CITY wishes to retain the services of an experienced and qualified CONSULTANT to provide the services outlined in Exhibit A.
CONSULTANT represents and warrants that it is qualified to perform those services.
AGREEMENT:
I. SERVICES TO BE PERFORMED BY CONSULTANT
CONSULTANT will provide the services listed in the Scope of Services attached hereto as Exhibit A. CONSULTANT warrants that all work and services set forth in the Scope of Services will be performed in a competent, professional and satisfactory manner. Extra work beyond that described in the Scope of Services is not authorized without the express written approval of CITY. CONSULTANT shall request and receive written approval prior to performing any extra work. Any work beyond that reflected in the approved Scope of Services shall not be compensated by CITY unless prior written approval was provided under this paragraph. To the extent that Exhibit A is a proposal from CONSULTANT, such proposal is incorporated only for the description of the Scope of Services and no other terms and conditions from any such proposal shall apply to this AGREEMENT unless specifically agreed to by CITY in writing.
II. TERM
Unless earlier terminated in accordance with Section IV below, or unless the Scope of Services are substantially completed, the AGREEMENT will continue in full force and effect from the Effective Date through June 30, 2024. Upon mutual written agreement, the term of this AGREEMENT can be extended annually under the same terms for an additional one (1) year period, up to four years, ending June 30, 2028.
Ill. COMPENSATION
A. CONSULTANT's Fee
For services rendered pursuant to this AGREEMENT, CONSULTANT will be paid in accordance with the Compensation Schedule attached hereto as Exhibit B.
However, in no event will the total amount of money paid CONSULTANT, for
services initially contemplated by this AGREEMENT and associated expenses, exceed the sum of two hundred seventy-five thousand seven hundred ninety dollars ($275,790.00) over five years, unless otherwise first approved in writing by CITY. Should this AGREEMENT be extended pursuant to Section II, CONSULTANT's fee may be adjusted upon the written agreement of the parties, in the form of an amendment to this AGREEMENT.
B. Schedule of Payment
CONSULTANT will submit invoices monthly for actual services performed and associated expenses. Invoices shall be submitted on or about the first business day of each month, or as soon thereafter as practical, for services provided in the previous month. Payment shall be made within thirty (30) days of receipt of each invoice as to all non-disputed fees. If CITY disputes any of CONSULTANT's fees it shall give written notice to CONSULTANT within thirty (30) days of receipt of an invoice of any disputed fees set forth on the invoice. Any final payment under this AGREEMENT shall be made within forty-five (45) days of receipt of an invoice therefor.
IV. TERMINATION OF AGREEMENT
A. CITY may at any time, for any reason, with or without cause, suspend or terminate this AGREEMENT, or any portion hereof, by serving upon CONSULTANT at least ten (10) days' prior written notice. Upon receipt of said notice, CONSULTANT shall immediately cease all work under this AGREEMENT, unless the notice provides otherwise. If CITY suspends or terminates a portion of this AGREEMENT, such suspension or termination shall not make void or invalidate the remainder of this AGREEMENT.
B. In the event this AGREEMENT is terminated pursuant to this Section, CITY shall pay to CONSULTANT the actual value of the work performed up to the time of termination, provided that the work performed is of value to CITY. Upon termination of the AGREEMENT pursuant to this Section, CONSULTANT will submit an invoice to CITY pursuant to Section Ill.
V. FORCE MAJEURE
If any party fails to perform its obligations because of strikes, lockouts, labor disputes, embargoes, "acts of God," inability to obtain labor or materials or reasonable substitutes for labor or materials, governmental restrictions, governmental regulations, governmental control, judicial orders, enemy or hostile governmental action, civil commotion, fire or other casualty, or other causes beyond the reasonable control of the party obligated to perform, then that party's performance shall be excused for a period equal to the period of such cause for failure to perform.
VI. RETENTION OF FUNDS
CONSULTANT authorizes CITY to deduct from any amount payable to CONSULTANT (whether or not arising out of this AGREEMENT) any amounts the payment of which may be in dispute or that are necessary to compensate CITY for any losses, costs, liabilities, or
damages suffered by CITY, and all amounts for which CITY may be liable to third parties, by reason of CONSULTANT's acts or omissions in performing or failing to perform CONSULTANT's obligations under this AGREEMENT. In the event that any claim is made by a third party, the amount or validity of which is disputed by CONSULTANT, or any indebtedness exists that appears to be the basis for a claim of lien, CITY may withhold from any payment due, without liability for interest because of the withholding, an amount sufficient to cover the claim. The failure of CITY to exercise the right to deduct or to withhold will not, however, affect the obligations of CONSULTANT to insure, indemnify, and protect CITY as elsewhere provided in this AGREEMENT.
VII. CITY REPRESENTATIVE
The Administrative Services Director is designated as the "City Representative," authorized to act in its behalf with respect to the work and services specified in this AGREEMENT and to make all decisions in connection with this AGREEMENT. Whenever approval, directions, or other actions are required by CITY under this AGREEMENT, those actions will be taken by CITY Representative, unless otherwise stated. CITY's City Manager has the right to designate another CITY Representative at any time, by providing notice to CONSULTANT.
VIII. CONSULTANT REPRESENTATIVE(S)
The person(s) employed by CONSULTANT whose name(s) are set forth immediately following the signatures of the parties executing this AGREEMENT are designated as being the representative(s) of CONSULTANT authorized to act on its behalf with respect to the work specified in this AGREEMENT and make all decisions in connection with this AGREEMENT.
IX. INDEPENDENT CONTRACTOR
CONSULTANT is, and at all times will remain as to CITY, a wholly independent contractor as defined in California Labor Code §3353. Neither CITY nor any of its elected officials, officers, employees or agents will have control over the conduct of CONSULTANT or any of CONSULTANT's employees, except as otherwise set forth in this AGREEMENT and then only as to the results to be accomplished and not the method by which CONSULTANT provides the Scope of Services. CONSULTANT may not, at any time or in any manner, represent that it or any of its agents or employees are in any manner agents or employees of CITY.
X. BUSINESS LICENSE
CONSULTANT must obtain a CITY business license prior to the start of work under this AGREEMENT, unless CONSULTANT is qualified for an exemption.
XI. OTHER LICENSES AND PERMITS
CONSULTANT warrants that it has all professional, contracting and other permits and licenses required to undertake the work contemplated by this AGREEMENT.
XII. CONSULTANT'S ACCOUNTING RECORDS; OTHER PROJECT RECORDS
A. CONSULTANT shall maintain complete and accurate records with respect to sales, costs, expenses, receipts, and other such information required by CITY that relate to the performance of services under this AGREEMENT. CONSULTANT shall maintain adequate records of services provided in sufficient detail to permit an evaluation of services.
B. All such records shall be maintained in accordance with generally accepted accounting principles and shall be clearly identified and readily accessible. CONSULTANT shall provide free access to the representatives of CITY or its designees at reasonable times to such books and records; shall give CITY the right to examine and audit said books and records; shall permit CITY to make transcripts or copies therefrom as necessary; and shall allow inspection of all work, data, documents, proceedings, and activities related to this AGREEMENT. Such records, together with supporting documents, shall be maintained for a period of three (3) years after receipt of final payment. Upon completion of, or in the event of termination or suspension of this AGREEMENT, all original documents, designs, drawings, maps, models, computer files, surveys, notes, and other documents prepared in the course of providing the services to be performed pursuant to this AGREEMENT shall become the sole property of CITY and may be used, reused, or otherwise disposed of by CITY without the permission of CONSULTANT. With respect to computer files, CONSULTANT shall make available to CITY, at CONSULTANT's office and upon reasonable written request by CITY, the necessary computer software and hardware for purposes of accessing, compiling, transferring, copying and/or printing computer files. Notwithstanding the foregoing sentence, CONSULTANT's working audit documentation that contains CONSULTANT's materiality calculations, risk assessments and testing thresholds, or other documentation that reveals CONSULTANT's audit strategy, shall not become the property of CITY and shall remain the property of CONSULTANT. CONSULTANT hereby grants to CITY all right, title, and interest, including any copyright, in and to the documents, designs, drawings, maps, models, computer files, surveys, notes, and other documents prepared by CONSULTANT in the course of providing the services under this AGREEMENT.
C. All plans, studies, sketches, drawings, reports, and specifications as herein required are the property of CITY, whether the work for which they are made be executed or not. In the event this AGREEMENT is terminated, and at the end of the term of this AGREEMENT, all such plans, studies, sketches, drawings, electronic documentation, reports, and specifications shall be delivered immediately to CITY. CONSULTANT may retain one copy of each document for CONSULTANT'S records, but shall have no proprietary rights to them. CITY agrees to indemnify CONSULTANT against any damages caused by the unauthorized re-use of said documents.
XIII. INDEMNIFICATION
A. Non-design, non-construction Professional Services:
To the fullest extent permitted by law (including, but not limited to California Civil Code Sections 2782 and 2782.8), CONSULTANT shall indemnify, defend, and hold harmless CITY, and its elected officials, officers, employees, volunteers, and agents ("CITY lndemnitees"), from and against any and all causes of action, claims, liabilities, obligations, judgments, or damages, including reasonable legal counsels' fees and costs of litigation ("claims"), arising out of CONSULTANT's performance or CONSULTANT's failure to perform its obligations under this AGREEMENT or out of the operations
conducted by CONSULTANT, including CITY's active or passive negligence, except for such loss or damage arising from the sole negligence or willful misconduct of CITY. In the event CITY lndemnitees are made a party to any action, lawsuit, or other adversarial proceeding arising from CONSULTANT's performance of this AGREEMENT, CONSULTANT shall provide a defense to CITY lndemnitees or at CITY's option, reimburse CITY lndemnitees their costs of defense, including reasonable legal fees, incurred in defense of such claims.
B. Non-design, construction Professional Services:
To the extent the Scope of Services involve a "construction contract" as that phrase is used in Civil Code Section 2783, this paragraph shall apply in place of paragraph A. To the fullest extent permitted by law (including, but not limited to California Civil Code Sections 2782 and 2782.8), CONSULTANT shall indemnify, defend, and hold harmless the CITY, and its elected officials, officers, employees, volunteers, and agents ("CITY lndemnitees"), from and against any and all causes of action, claims, liabilities, obligations, judgments, or damages, including reasonable legal counsels' fees and costs of litigation ("claims"), arising out of CONSULTANT's performance or CONSULTANT's failure to perform its obligations under this AGREEMENT or out of the operations conducted by CONSULTANT, except for such loss or damage arising from the active negligence, sole negligence or willful misconduct of CITY. In the event CITY lndemnitees are made a party to any action, lawsuit, or other adversarial proceeding arising from CONSULTANT's performance of this AGREEMENT, CONSULTANT shall provide a defense to CITY lndemnitees or at CITY’s option, reimburse CITY Indemnitees, their costs of defense, including reasonable legal fees incurred in defense of such claims.
C. Design Professional Services:
In the event CONSULTANT is a "design professional," and the Scope of Services require CONSULTANT to provide "design professional services" as those phrases are used in Civil Code Section 2782.8, this paragraph shall apply in place of paragraphs A or B. To the fullest extent permitted by law (including, but not limited to California Civil Code Sections 2782 and 2782.8) CONSULTANT shall indemnify, defend and hold harmless CITY and its elected officials, officers, employees, volunteers and agents ("City lndemnitees"), from and against all claims, damages, injuries, losses, and expenses including costs, attorney fees, expert consultant and expert witness fees arising out of, pertaining to or relating to, the negligence, recklessness or willful misconduct of CONSULTANT, except to the extent caused by the sole negligence, active negligence or willful misconduct of CITY. Negligence, recklessness or willful misconduct of any subcontractor employed by CONSULTANT shall be conclusively deemed to be the negligence, recklessness or willful misconduct of CONSULTANT unless adequately corrected by CONSULTANT. In the event CITY lndemnitees are made a party to any action, lawsuit, or other adversarial proceeding arising from CONSULTANT's performance of this AGREEMENT, CONSULTANT shall provide a defense to CITY lndemnitees or at CITY's option, reimburse CITY lndemnitees their costs of defense, including reasonable legal fees, incurred in defense of such claims.
In no event shall the cost to defend charged to CONSULTANT under this paragraph exceed CONSULTANT's proportionate percentage of fault. However, notwithstanding the previous sentence, in the event one or more defendants is unable to pay its share of defense costs due to bankruptcy or dissolution of the business, CONSULTANT shall meet and confer with other parties regarding unpaid defense costs.
D. Payment by CITY is not a condition precedent to enforcement of the indemnities in paragraph A, B, or C. In the event of any dispute between CONSULTANT and CITY, as to whether liability arises from the active negligence, sole negligence or willful misconduct of CITY or its officers, employees, or agents, CONSULTANT will be obligated to pay for CITY's defense until such time as a final judgment has been entered adjudicating CITY as having been actively negligent, solely negligent or as having engaged in willful misconduct. Except as otherwise required by Civil Code Section 2782.8, CONSULTANT will not be entitled in the absence of such a determination to any reimbursement of defense costs including but not limited to attorney's fees, expert fees and costs of litigation. The provisions of this Section 13 shall survive completion of CONSULTANT's services or the termination of this AGREEMENT.
XIV. NON-LIABILITY OF CITY OFFICERS AND EMPLOYEES
No elected official, officer, employee, or agent of CITY will be personally liable to CONSULTANT, in the event of any default or breach by CITY or for any amount that may become due to CONSULTANT.
XV. INSURANCE
A. Without limiting CONSULTANT's indemnification of CITY, and prior to commencement of the Scope of Services, CONSULTANT shall obtain, provide and maintain at its own expense during the term of this AGREEMENT, policies of insurance of the type and amounts described below and in a form that is satisfactory to CITY.
1. General liability insurance. CONSULTANT shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office (ISO) form CG 00 01, in an amount not less than $1,000,000 per occurrence, $2,000,000 general aggregate, for bodily injury, personal injury, and property damage. The policy must include contractual liability that has not been amended. Any endorsement restricting standard ISO "insured contract" language will not be accepted.
2. Automobile liability insurance. If CONSULTANT owns vehicles used in performing the Scope of Services in any manner, CONSULTANT shall maintain automobile insurance at least as broad as Insurance Services Office (ISO) form CA 00 01 covering bodily injury and property damage for all activities of CONSULTANT arising out of or in connection with any work to be performed under this AGREEMENT, including coverage for any owned, hired, non-owned or rented vehicles, in an amount not less than $1,000,000 combined single limit for each accident.
3. Workers' compensation insurance. CONSULTANT shall maintain Workers' Compensation Insurance (Statutory Limits) and Employer's Liability Insurance (with limits of at least
$1,000,000), as required by law.
4. CONSULTANT shall submit to CITY, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of CITY, its officers, agents, employees, and volunteers.
5. Errors and Omissions/Professional Liability. CONSULTANT shall maintain a policy of professional liability insurance written on a claims-made basis in an amount not less than $2,000,000. CONSULTANT shall also procure and pay for appropriate tail coverage for a minimum of three years following completion of the Scope of Services to cover any errors or omissions occurring during the Term. In the alternative, CONSULTANT may elect to obtain equivalent coverage on an occurrence basis. CITY's Risk Manager or City Attorney may waive the requirement of professional liability insurance if he/she determines that such a policy is not commercially available to CONSULTANT. If such a policy is commercially available, additional cost to CONSULTANT in obtaining such a policy shall not be a basis upon which the insurance requirement will be waived.
B. Other provisions or requirements:
1. Proof of insurance. CONSULTANT shall provide certificates of insurance to CITY as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers' compensation. Insurance certificates and endorsements must be approved by CITY's Risk Manager prior to commencement of performance. Current certification of insurance shall be kept on file with CITY at all times during the term of this contract. CITY reserves the right to require complete, certified copies of all required insurance policies, including endorsements to such policies, at any time.
2. Duration of coverage. CONSULTANT shall procure and maintain for the duration of the AGREEMENT insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the work hereunder by CONSULTANT, its agents, representatives, employees, or subconsultants.
3. Primary/noncontributing. Coverage provided by CONSULTANT shall be primary and any insurance or self-insurance procured or maintained by CITY shall not be required to contribute with it. The limits of insurance required herein may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of CITY before CITY's own insurance or selfinsurance shall be called upon to protect it as a named insured.
4. CITY's rights of enforcement. In the event any policy of insurance required under this AGREEMENT does not comply with these specifications or is canceled and not replaced, CITY has the right but not the duty to obtain the insurance it deems necessary and any premium paid by CITY will be promptly reimbursed by CONSULTANT or CITY will withhold amounts sufficient to pay premium from CONSULTANT payments. In the alternative, CITY may terminate this AGREEMENT as provided in paragraph IV.
5. Acceptable insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance or is on the List of Approved Surplus Line Insurers in the State of California, with an assigned policyholders' Rating of A- (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Key Rating Guide, unless otherwise approved by CITY's Risk Manager.
6. Waiver of subrogation. All insurance coverage maintained or procured pursuant to this AGREEMENT shall be endorsed to waive subrogation against CITY, its elected or appointed officials, agents, officers, employees, and volunteers or shall specifically allow CONSULTANT or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. CONSULTANT hereby waives its own right of recovery against CITY, and shall require similar written express waivers and insurance clauses from each of its subconsultants.
7. Enforcement of contract provisions (non-estoppel). CONSULTANT acknowledges and agrees that any actual or alleged failure on the part of CITY to inform CONSULTANT of non- compliance with any requirement imposes no additional obligations on CITY nor does it waive any rights hereunder.
8. Requirements not limiting. Requirements of specific coverage features or limits contained in this Section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If CONSULTANT maintains higher limits than the minimums shown above, CITY requires and shall be entitled to coverage for the higher limits maintained by CONSULTANT. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to CITY.
9. Notice of cancellation. CONSULTANT agrees to oblige its insurance agent or broker and insurers to provide to CITY with a thirty (30) day notice of cancellation (except for nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage. In the event CONSULTANT's policy of insurance cannot be endorsed to provide this notice of cancellation, CONSULTANT shall provide CITY notice of such cancellation, in writing, not later than 24 hours following the effective time of such cancellation.
10. Additional insured status. General liability policies shall provide or be endorsed to provide that CITY and its officers, officials, employees, and agents shall be additional insureds under such policies. This provision shall also apply to any excess/umbrella liability policies. Each such insurance policy shall contain language substantially similar to the following clause:
"The City of Dinuba, its elected and appointed officials, officers, employees, and agents are named as additional insureds as respects
operations of the named insured performed under contract with the City of Dinuba."
CITY need not be named as an additional insured on professional liability insurance policies.
11. Prohibition of undisclosed coverage limitations. None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to CITY and approved of in writing by CITY's Risk Manager or City Attorney.
12. Separation of insureds. A severability of interests provision must apply for all additional insureds ensuring that CONSULTANT's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer's limits of liability. The policy(ies) shall not contain any cross-liability exclusions.
13. Pass-through clause. CONSULTANT agrees to ensure that its subconsultants, sub- contractors, and any other party providing any work under the Scope of Services under the direction of CONSULTANT, provide the same minimum insurance coverage and endorsements required of CONSULTANT.
CONSULTANT agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. CONSULTANT agrees that upon request, all AGREEMENTS with consultants, subcontractors, and others engaged in performing work under the Scope of Services will be submitted to CITY for review.
14. CITY's right to revise specifications. CITY reserves the right at any time during the term of the contract to change the amounts and types of insurance required by giving CONSULTANT ninety (90) days' advance written notice of such change. If such change results in substantial additional cost to CONSULTANT, CITY and CONSULTANT may renegotiate CONSULTANT's compensation.
15. Self-insured retentions. Any self-insured retentions must be declared to and approved by CITY. CITY reserves the right to require that self-insured retentions be eliminated, lowered, or replaced by a deductible. Self-insurance will not be considered to comply with these specifications unless approved by CITY.
16. Timely notice of claims. CONSULTANT shall give CITY prompt and timely notice of claims made or suits instituted that arise out of or result from CONSULTANT's performance under this AGREEMENT, and that involve or may involve coverage under any of the required liability policies.
17. Additional insurance. CONSULTANT shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the Scope of Services.
XVI. SUBCONTRACTORS
Before CONSULTANT retains or hires a subcontractor to provide any work, labor, or services relative to this AGREEMENT, CONSULTANT must:
A. Present the name and identifying information of the subcontractor that will provide any work, labor, or services to CITY;
B. Present to CITY the form of subcontract that will be used with the subcontractor for CITY's approval, which approval will not be unreasonably withheld. Such subcontract agreement must include an indemnity agreement that is generally in accord with the indemnity obligations contained in paragraph XII of this AGREEMENT and must specifically name CITY as an indemnified party; and
C. Secure from the subcontractor evidence of insurance coverage that meets with this AGREEMENT including naming CITY as an additional insured as required by this AGREEMENT, unless such requirement is waived in writing by CITY's Risk Manager as provided in paragraph XXV below.
XVII. CONFLICT OF INTEREST
No officer or employee of CITY may have any financial interest, direct or indirect, in this AGREEMENT, nor may any officer or employee participate in any decision relating to the AGREEMENT that affects the officer or employee's financial interest or the financial interest of any corporation, partnership, or association in which the officer or employee is directly or indirectly interested, in violation of any law, rule or regulation.
No person may offer, give, or agree to give any officer or employee or former officer or employee, nor may any officer or employee solicit, demand, accept, or agree to accept from another person, a gratuity or an offer of employment in connection with any decision, approval, disapproval, recommendation, preparation or any part of a program requirement or a purchase request, influencing the content of any specification or procurement standard, rendering of advice, investigation, auditing, or in any other advisory capacity in any way pertaining to any program requirement, contract or subcontract, or to any solicitation or proposal.
XVIII. NOTICE
All notices, requests, demands, or other communications under this AGREEMENT will be in writing. Notice will be sufficiently given for all purposes as follows:
A. Personal delivery. When personally delivered to the recipient; notice is effective on delivery.
B. First Class mail. When mailed first class to the last address of the recipient known to the party giving notice; notice is effective three mail delivery days after deposit in a United States Postal Service office or mailbox.
C. Certified mail. When mailed certified mail, return receipt requested; notice is effective on receipt, if delivery is confirmed by a return receipt.
D. Overnight delivery. When delivered by an overnight delivery service, charges
prepaid or charged to the sender's account; notice is effective on delivery, if delivery is confirmed by the delivery service.
E. Facsimile transmission. When sent by fax to the last fax number of the recipient known to the party giving notice; notice is effective on receipt. Any notice given by fax will be deemed received on the next business day if it is received after 5:00 p.m. (recipient's time) or on a non- business day.
Addresses for purpose of giving notice are as set forth immediately following the signatures of the parties executing this AGREEMENT.
F. Any correctly addressed notice that is refused, unclaimed, or undeliverable because of an act or omission of the party to be notified, will be deemed effective as of the first date the notice was refused, unclaimed or deemed undeliverable by the postal authorities, messenger or overnight delivery service.
G. Either party may change its address or fax number by giving the other party notice of the change in any manner permitted by this AGREEMENT. Any change in address or fax number that is not provided to the other party will not void delivery of any notice under this AGREEMENT, and delivery to the last known address or fax number shall be deemed sufficient for notice under this AGREEMENT.
XIX. PROHIBITION AGAINST ASSIGNMENT AND SUBCONTRACTING
This AGREEMENT and all exhibits are binding on the heirs, successors, and assigns of the parties. The AGREEMENT may not be assigned or subcontracted by either CITY or CONSULTANT without the prior written consent of the other.
XX. INTERPRETATION
The terms of this AGREEMENT shall be construed in accordance with the meaning of the language used and shall not be construed for or against either party by reason of the authorship of this AGREEMENT or any other rule of construction that might otherwise apply.
XXI. SEVERABILITY
If any part of this AGREEMENT is found to be in conflict with applicable laws, that part will be inoperative, null and void insofar as it is in conflict with any applicable laws, but the remainder of the AGREEMENT will remain in full force and effect.
XXII. TIME OF ESSENCE
Time is of the essence in the performance of this AGREEMENT.
XXIII. GOVERNING LAW; JURISDICTION
This AGREEMENT will be administered and interpreted under the laws of the State of California.
Jurisdiction of and venue for any litigation arising from the AGREEMENT will be in the Superior Court of the Tulare County, or in the United States District Court for the EasternDistrict of California. To the fullest extent permitted by law, the parties waive the venue removal provisions
pursuant to California Code of Civil Procedure § 394.
XXIV. COMPLIANCE WITH STATUTES AND REGULATIONS
CONSULTANT will be knowledgeable of and will comply with all applicable federal, state, county and city statutes, rules, regulations, ordinances and orders. CONSULTANT and its subcontractor(s) shall not discriminate against any person in the performance of this AGREEMENT on the basis of race, religion, national origin, color, age, sex, sexual orientation, AIDS, HIV status, disability, or any other basis protected by state or federal law, and shall comply with applicable federal and state equal employment opportunity laws, ordinances, rules and regulations.
XXV. WAIVER OF BREACH
No delay or omission in the exercise of any right or remedy by a nondefaulting party on any default will impair the right or remedy or be construed as a waiver. A party's consent or approval of any act by the other party requiring the party's consent or approval will not be deemed to waive or render unnecessary the other party's consent to or approval of any subsequent act. Any waiver by either party of any default must be in writing and will not be a waiver of any other default concerning the same or any other provision of this AGREEMENT.
XXVI. ATTORNEY'S FEES
Except as provided for in paragraph XV, in any dispute, litigation, arbitration, or other proceeding by which one party either seeks to enforce its rights under this AGREEMENT (whether in contract, tort or both) or seeks a declaration of any rights or obligations under this AGREEMENT, the prevailing party will be awarded reasonable attorney's fees, together with any costs and expenses, to resolve the dispute and to enforce any judgment, including post judgment attorney's fees costs and expenses and any attorneys' fees or costs incurred on appeal of any judgment.
XXVII. EXHIBITS
All exhibits identified in this AGREEMENT are incorporated into the AGREEMENT by this reference. In the event of any conflict between the terms of this AGREEMENT and the terms of an exhibit, the terms of this AGREEMENT shall control. Notwithstanding the foregoing sentence, the provisions of Section XIII of this AGREEMENT shall not be altered, amended, limited or otherwise affected in any manner by any language included in an exhibit to this AGREEMENT, even if such exhibit purports to affect the provisions of Section XI11.
XXVIII. CONSULTANT'S AUTHORITY TO EXECUTE
The persons executing this AGREEMENT on behalf of the CONSULTANT warrant that:
A. the CONSULTANT is duly organized and existing under the appropriate State laws; B. they are duly authorized to execute this AGREEMENT on behalf of the CONSULTANT; C. by so executing this AGREEMENT, the CONSULTANT is formally bound to the provisions of this AGREEMENT; and
D. entering into this AGREEMENT does not violate any provision of any other AGREEMENT to which the CONSULTANT is bound.
XXIX. INTEGRATION; AMENDMENT
This AGREEMENT represents the entire understanding of CITY and CONSULTANT as to those matters contained in it. No prior oral or written understanding will be of any force or effect with respect to the terms of this AGREEMENT. The AGREEMENT may not be modified or altered except in writing signed by both parties.
IN WITNESS WHEREOF, the parties hereto have caused this AGREEMENT to be executed the day and year last written below.
CITY OF DINUBA CONSULTANT
By: By:
Karina Solis, Administrative Services Director
Title:
(Partner)
Date: Date:
APPROVED AS TO FORM:
By:
David Yanez, City Attorney
ATTEST:
By:
Maria Alaniz, City Clerk
CITY OF DINUBA
REQUEST FOR PROPOSALS
TABLE OF CONTENTS
I. INTRODUCTION
A. General Information
B. Term of Engagement
II. NATURE OF SERVICES REQUIRED
A. General
B. Scope of Work to be Performed
C. Auditing Standards to be Followed
D. Reports to be Issued
E. Additional Reports to be Prepared
F. Reporting to the Audit Committee
G. Special Consideration
H. Working Paper Retention and Access to Working Papers III. DESCRIPTION OF THE GOVERNMENT
A. Name of Contact Person
B. Background Information
C. Fund Structure
D. Budgetary Basis of Accounting
E. Federal Financial Assistance
F. Pension Plans
G. Component Units
H. Joint Ventures
I Magnitude of Finance Operations
J. Internal Audit Function
K. Availability of Prior Reports and Working Papers
IV. TIME REQUIREMENTS
A. Proposal Calendar
B. Schedule for the 2023 Fiscal Year Audit
1. Interim Work
2. Year-End Fieldwork
3. Draft Reports
C. Date Final Report is Due
V. ASSISTANCE TO BE PROVIDED TO THE AUDITOR AND REPORT
PREPARATION
A. Financial Services Division Assistance
B. Electronic Inquiry
C. Report Preparation
EXHIBIT A
VI. PROPOSAL REQUIREMENTS
A. General Requirements
1. Inquiries
2. Submission of Proposals
B. Technical Proposal
1. General Requirements
2. Independence
3. License to Practice in California
4. Firm Qualifications and Experience
5. Partner, Supervisory and Staff Qualifications and Experience
6. Similar Engagements with Other Government Entities
7. Identification of Anticipated Potential Audit Problems C. Comprehensive Cost Bid
1. Total All-Inclusive Maximum Price
2. Rates by Partner, Specialist, Supervisory and Staff Level Times Hours Anticipated for Each
3. Out-of-pocket Expenses in the Total All-Inclusive Maximum Price and Reimbursement Rates
4. All-Inclusive Maximum Price Estimate for Subsequent Years
5. Rates for Additional Professional Services
6. Manner of Payment
VII. EVALUATION PROCEDURES
A. Audit Committee
B. Review of Proposals
C. Evaluation Criteria
1. Mandatory Elements
2. Technical Qualifications
3. Price
D. Oral Presentations
E. Final Selection
F. Right to Reject Proposals
APPENDICES
A. Organizational Chart
B. Proposer Guarantees and Warranties
C. Format for Schedule of Professional Fees and Expenses
CITY OF DINUBA
REQUEST FOR PROPOSALS
I. INTRODUCTION
A. General Information
The City of Dinuba is requesting proposals from qualified firms of certified public accountants to audit its financial statements for the fiscal year ending June 30, 2023, with the option of auditing its financial statements for each of the four subsequent fiscal years. These audits are to be performed in accordance with generally accepted auditing standards, the standards set forth for financial audits in the US General Accounting Office’s (GAO) Government Auditing Standards (1994), the provision of the Single Audit Act amendments of 1996, and the US Office of Management and Budget (OMB) Circular A-133, Audits of States, Local Governments, and Non-Profit Organizations.
There is no expressed or implied obligation for the City of Dinuba to reimburse responding firms for any expenses incurred in preparing proposals in response to this request.
Any inquiries concerning the request for proposals should be addressed to Karina Solis, Administrative Services Director.
To be considered, an original and five copies of a proposal must be received by Karina Solis by 5:00 pm on November 1, 2022. The City of Dinuba reserves the right to reject any or all proposals submitted. Proposals submitted will be evaluated by a four-member Audit Committee consisting of Karina SolisAdministrative Services Director, Rebecca Valenzuela-Administrative Director Extra help, Jho Roldan-Senior Accountant and Jacqueline Lopez-Fiscal Analyst I.
During the evaluation process, the Audit Committee and the City of Dinuba reserve the right, where it may serve the City of Dinuba’s best interest, to request additional information or clarifications from proposers, or to allow corrections of errors or omissions. Three firms selected as finalists may be requested to make oral presentations as part of the evaluation process.
The City of Dinuba reserves the right to retain all proposals submitted and to use any ideas in a proposal regardless of whether that proposal is selected.
Submission of a proposal indicates acceptance by the firm of the conditions contained in this request for proposals, unless clearly and specifically noted in the proposal submitted and confirmed in the contract between the City of Dinuba and the firm selected.
It is anticipated the selection of the firm will be completed and approved by City Council on January 10, 2023.
B. Term of Engagement
A five-year contract is contemplated, subject to the annual review and recommendation of the Audit Committee, the satisfactory negotiation of terms (including a price acceptable to both the City of Dinuba and the selected firm), the concurrence of the City Council, and the annual availability of an appropriation.
II. NATURE OF SERVICES REQUIRED
A. General
The City of Dinuba is soliciting the services of qualified firms of certified public accountants to audit its financial statements for the fiscal year ending June 30, 2023, with the option to audit the City of Dinuba’s financial statements for each of the four subsequent fiscal years. The City Charter prohibits any auditing firm from performing the audit of the City for longer than five years consecutively.
These audits are to be performed in accordance with the provisions contained in this request for proposals.
B. Scope of Work to be Performed
The City of Dinuba desires the auditor to express an opinion on the fair presentation of its general purpose financial statements in conformity with generally accepted accounting principles.
The auditor is not required to audit the combining and individual fund and account group financial assistance contained in the comprehensive annual financial report. However, the auditor is to provide an “in-relation-to” report on the combining and individual fund financial statements and supporting schedules based on the auditing procedures applied during the audit of the general purpose financial statements. The auditor is not required to audit the statistical section of the report.
C. Auditing Standards to be Followed
To meet requirements of this request for proposals, the audit shall be performed in accordance with generally accepted auditing standards as set forth by the American Institute of Certified Public Accountants, the standards for financial audits set forth in the US General Accounting Office’s Government Auditing Standards (1994), the provisions of the Single Audit Act amendments of 1996, and US Office of Management and Budget (OMB) Circular A-133, Audits of States, Local Governments, and Non-Profit Organizations.
D. Reports to be Issued
Following the completion of the audit of the fiscal year’s financial statements, the auditor shall issue:
1. A report on the fair presentation of the financial statements in conformity with generally accepted accounting principles.
2. A report on compliance and on internal control over financial reporting based on an audit of financial statements performed in accordance with government auditing standards.
3. A report on compliance with requirements applicable to each major program and internal control over compliance with OMB Circular A-133, if required.
4. The schedule of expenditures of federal awards, if applicable.
5. The schedule of findings and questioned costs, if required.
6. The status of prior year’s findings and questioned costs, if required.
7. A report on compliance with California Constitution Article XIIIB – Appropriation Limit.
8. In the required report(s) on internal controls, the auditor shall communicate any reportable conditions found during the audit. A reportable condition shall be defined as a significant deficiency in the design or operation of the internal control structure, which could adversely affect the organization’s ability to record, process, summarize, and report financial data consistent with the assertions of management in the financial statements.
Reportable conditions that are also material weaknesses shall be identified as such in the report.
Non-reportable conditions discovered by the auditors shall be reported in a separate letter to management, which shall be referred to in the report(s) on internal controls.
The report on compliance shall include all material instances of noncompliance. All non-material instances of non-compliance shall be reported in a separate management letter, which shall be referred to in the report on compliance.
Irregularities and illegal acts. Auditors shall be required to make an immediate, written report of all irregularities and illegal acts or indications of illegal acts of which they become aware to the following parties:
1. Audit Committee
2. City Attorney
E. Additional Reports to be Prepared
The City also requests the following services to be included in the quote:
1. Preparation by the audit firm of the statistical section of the Annual Comprehensive Financial Report.
2. Preparation and publishing by the audit firm of twenty-five copies of the Annual Comprehensive Financial Report.
3. Preparation of all the State Controllers Report for the City consisting of Cities, Special District, and Transit.
4. Preparation of the Transportation Construction Report.
5. Preparation of the Annual Street Report.
F. Reporting to the Audit Committee
Auditors shall assure themselves that the City of Dinuba audit committee is informed of each of the following:
1. The auditor’s responsibility under generally accepted auditing standards.
2. Significant accounting policies.
3. Management judgments and accounting estimates.
4. Significant audit adjustments.
5. Other information in documents containing audited financial statements.
6. Disagreements with management.
7. Management consultation with other accountants.
8. Major issues discussed with management prior to retention.
9. Difficulties encountered in performing the audit.
G. Special Considerations
1. The City of Dinuba will send its comprehensive annual financial report to the Government Finance Officers Association of the United States and Canada (GFOA) for review in their Certificate of Achievement for Excellence in Financial Reporting program. Some special assistance from the auditor might be required by the City of Dinuba to meet the requirements of that program.
The City has received award from the GFOA consecutively since Fiscal Year 1992. The report for the fiscal year ending June 30, 2022, will be submitted for review.
2. The City of Dinuba’s accounting system is a proprietary software system (NewWorld ERP) by Tyler Technologies of Troy, Michigan. The mainframe is a Dell PowerEdge server running Microsoft Windows Server 2019 as a virtual machine running on our Dell VxRail vSan and soon the SQL server will be upgraded from MS SQL 2012 to 2019 in the 2022-23 fiscal year. The audit firm selected will have online inquiry access to the financial system, if desired.
3. The schedule of expenditures of federal awards and related auditor’s report, if required, as well as the reports on the internal control structure and compliance are not to be included in the annual comprehensive financial report, but are to be issued separately.
4. Verify total future retiree health benefit costs required by GASB. Verify the solvency of the City’s self insurance health plans as required by Health and Safety Code 1349.2.
H. Working Paper Retention and Access to Working Papers All working papers and reports must be retained, at the auditor’s expense, for a minimum of three (3) years unless the firm is notified in writing by the City of Dinuba of the need to extend the retention period. The auditor will be required to make working papers available, upon request, to the following parties or their designees:
City of Dinuba
US General Accounting Office (GAO)
State of California, State Controller
County of Tulare, Auditor/Controller
Parties designated by the federal or state governments or by the City of Dinuba as part of an audit quality review process
Auditors of entities of which the City of Dinuba is a sub-recipient of grant funds In addition, the firm shall respond to the reasonable inquiries of successor auditors and allow successor auditors to review working papers relating to matters of continuing accounting significance.
III. DESCRIPTION OF THE GOVERNMENT
A. Name of Contact Person
The auditor’s principal contact with the City of Dinuba will be Karina Solis, Administrative Services Director, who will coordinate the assistance to be provided by the City of Dinuba to the auditor. A secondary contact will be Jho Roldan, Senior Accountant.
B. Background Information
The City of Dinuba serves an area of 6.4 square miles. The City of Dinuba‘s fiscal year begins on July 1 and ends on June 30.
The City of Dinuba provides the following services to its residents: Police and Emergency Protection (Fire and Ambulance), Street Maintenance, Water, Refuse, Sewer, Parks and Recreation Services, Golf Course, Public Transportation, and Community Development. The City also has a Successor Redevelopment Agency.
The City of Dinuba had total salaries for fiscal year 2022 of $13,022,132 covering 170.9 full-time employees.
The City of Dinuba is organized into five departments. The accounting and financial reporting functions of the City of Dinuba are centralized.
More detailed information on the government and its finances can be found in:
1. June 30, 2022 Annual Comprehensive Financial Report – Available Upon Request.
2. 2021-2022 Annual Budget.
C. Fund Structure
The City of Dinuba uses the following fund types and account groups in its financial reporting:
D. Budgetary Basis of Accounting
The City of Dinuba prepares its budget on a basis consistent with generally accepted accounting principles.
E. Federal Financial Assistance
During the fiscal year to be audited, the City of Dinuba received the following Federal assistance: US Department of Housing and Urban Development Community Development Block Grant, Economic Development Block Grant, and Community Services Block Grant. A single audit will be required for the current year.
F. Pension Plans
The City of Dinuba participates in the California Public Employees’ Retirement System (PERS), an agent multiple-employer public employee retirement system that acts as a common investment and administration agent for the participating public entities within the State of California.
G. Component Units
The City previously issued a component unit financial statement for the Dinuba Redevelopment Agency. With the dissolution of the Agency, the City is no longer issuing component unit financial statements. The City is now acting as a fiduciary of the Successor Agency. The activities of the Successor Agency are now being included on the City’s fiduciary statements.
H. Joint Ventures
The City of Dinuba participates in no joint ventures.
I. Magnitude of Finance Operations
Fund Type / Account Group Number of Individual
Funds
Number of Funds as
Combined in CAFR
General Fund 1 1
Special Revenue Funds 36 12
Debt Service Funds 4 2
Capital Projects Funds 7 6
Enterprise Funds 8 7
Internal Service Funds 5 3
Agency Funds 10 10
Financial Services division is headed by Karina Solis, Administrative Services Director. It consists of 5 employees: Senior Accountant, Accountant I, Fiscal Analyst I, Payroll Accounting Technician, and Accounts Payable Accounting Technician. The director has been in the position for 1 year in Dinuba, the Senior Accountant has been in her position for 22 years.
J. Internal Audit Function
The City of Dinuba does not maintain an internal audit function.
K. Availability of Prior Audit Reports and Working Papers Interested proposes who wish to review prior years’ audit reports and management letters should contact Karina Solis, Administrative Services Director, at 405 East El Monte Way, Dinuba, California 93618, telephone (559) 591-5900. The City of Dinuba will use its best efforts to make prior audit reports available to proposers to aid their response to this request for proposals.
However, prior auditor working papers will only be made available to the successful proposer.
IV. TIME REQUIREMENTS
A. Proposal Calendar
The following is a list of key dates up to and including the date proposals are due to be submitted:
Request for proposals issued September 26, 2022
Due date for written questions October 15, 2022
Due date for proposals November 1, 2022
Selected firm notified December 5, 2022
Presentation of Audit Contract to City Council January 10, 2023 B. Schedule for the 2023 Fiscal Year Audit (a more comprehensive schedule will be developed for audits of future fiscal years if the City of Dinuba exercises its option for additional audits.)
1. Interim Work
Interim work may begin immediately upon selection of auditor by the Audit Committee and confirmation received by the City Council on January 10, 2023 and should be completed no later than June 26, 2023.
2. Year-end Field Work
City staff shall provide an adjusted trial balance and all supporting schedules to auditor no later than October 1, 2023.
Auditor shall complete all field work and adjustments by November 16, 2023. 3 Draft Reports
The auditor shall have drafts of the audit report(s), financial statements, and recommendations to management available for review by the Audit Committee by November 29, 2023.
C. Date Final Report is Due
The Administrative Services Director and the Audit Committee will complete their review of the draft report as expeditiously as possible. It is anticipated that this process will be completed and the final CAFR delivered on December 6, 2023, for the Council meeting of Tuesday, December 12, 2023. A representative of the audit firm will need to be present at that special meeting of the City Council to present the audit findings.
V. ASSISTANCE TO BE PROVIDED TO THE AUDITOR AND REPORT
PREPARATION
A. Financial Services Division Assistance
The Financial Services personnel will be available during the audit to assist the firm by providing information, documentation and explanations. The preparation of confirmation letters will be the responsibility of the audit firm.
B. Electronic Inquiry
The auditor will be provided computer access and the use of the City of Dinuba’s computer hardware and software for the limited use of testing, verifying, reports and inquiry functions.
C. Report Preparation
Report preparation, editing and printing, including the Annual Comprehensive Financial Report (ACFR) for the City shall be the responsibility of the auditor.
VI. PROPOSAL REQUIREMENTS
A. General Requirements
1. Inquiries
Inquiries concerning the request for proposals and the subject of the request for proposals must be made to:
Karina Solis, Administrative Services Director
405 East El Monte Way
Dinuba CA 93618
(559) 591-5900
[email protected]
2. Submission of Proposals
The following material is required for a proposing firm to be considered:
a. A master copy (so marked) of a Technical and Comprehensive Dollar Cost Proposal and five copies to include the following:
i. Title Page showing the request for proposals’ subject; the firm’s name; the name, address and telephone number of a contact person; and the date of the proposal.
ii. Table of Contents
iii. Transmittal Letter, signed, briefly stating the proposer’s understanding of the work to be done, the commitment to perform the work within the time period, a statement why the firm believes itself to be best qualified to perform the engagement and a statement that the proposal is a firm and irrevocable offer for 60 days.
iv. Detailed Proposal following the order set forth in Section VI B and C of this request for proposals.
v. Executed copies of Proposer Guarantees and Warranties, attached to this request for proposals (Appendix B).
b. The proposer shall include a comprehensive dollar cost bid within the proposal.
c. Proposers should send the completed proposal to the following address:
Karina Solis
Administrative Services Director
City of Dinuba
405 East El Monte Way
Dinuba CA 93618
B. Technical Proposal
1. General Requirements
The purpose of the Technical Proposal is to demonstrate the qualifications, competence and capacity of the firms seeking to undertake an independent audit of the City of Dinuba in conformity with the requirements of this request for proposals. As such, the Technical Proposal should demonstrate the qualifications of the firm and of the particular staff to be assigned to this engagement.
The Technical Proposal should address all the points outlined in the request for proposals. The proposal should be prepared simply and economically, providing a straight forward, concise description of the proposer’s capabilities to satisfy the requirements of the request for proposals. While additional data may be presented, the following subjects, item Nos. 2 through 7 must be included. They represent the criteria against which the proposal will be evaluated.
2. Independence
The firm should provide an affirmative statement that it is independent of the City of Dinuba as defined by generally accepted auditing standards / the US General Accounting Office’s Government Auditing Standards (1994).
The firm should provide an affirmative statement that it is independent of all of the component units of the City of Dinuba as defined by those same standards.
The firm should also list and describe its professional relationships involving the City of Dinuba or any of its agencies or component units for the past five (5) years, together with a statement explaining why such relationships do not constitute a conflict of interest relative to performing the proposed audit.
In addition, the firm shall give the City of Dinuba written notice of any professional relationships entered into during the period of this agreement.
3. License to Practice in California
An affirmative statement should be included indicating that the firm and all assigned key professional staff are properly licensed to practice in California.
4. Firm Qualifications and Experience
The proposal should state the size of the firm, the size of the firm’s governmental audit staff, the location of the office from which the work on this engagement is to be performed, the number and nature of the professional staff to be employed in this engagement on a full-time basis, and the number and nature of the staff to be so employed on a part-time basis.
If the proposer is a joint venture or consortium, the qualifications of each firm comprising the joint venture or consortium should be separately identified an the firm that is to serve as the principal auditor should be noted, if applicable.
The firm is also required to submit a copy of the report on its most recent external quality control review, with a statement whether that quality control review included a review of specific government engagements.
The firm shall also provide information on the results of any federal or state desk reviews or field reviews of its audits during the past three (3) years. In addition, the firm shall provide information on the circumstances of any disciplinary action taken or pending against the firm during the past three (3) years with state regulatory bodies or professional organizations.
The firm should also identify any engagements similar to the City of Dinuba, with special emphasis on governmental agencies which have received the Certificate of Excellence from GFOA.
5. Partner, Supervisory and Staff Qualifications and Experience The firm should identify the principal supervisory and management staff, including partners, managers, other supervisors and specialists, who would be assigned to the engagement and indicate whether such person is licensed to practice as a certified public accountant in California. The firm also should provide information on the government auditing experience of each person, including information on relevant continuing professional education for the past three (3) years and membership in professional organizations relevant to the performance of this audit.
The firm should provide as much information as possible regarding the number, qualifications, experience and training, including relevant continuing professional education, of the specific staff to be assigned to this engagement. The firm also should indicate how the quality of staff over the term of the agreement will be assured.
Partners, managers, other supervisory staff and specialists may be changed if those personnel leave the firm, are promoted, or are assigned to another office. These personnel may also be changed for other reasons with the express prior written permission of the City of Dinuba. However, in either case, the City of Dinuba retains the right to approve or reject replacements.
Consultants and firm specialists mentioned in response to this request for proposals can only be changed with the express prior written permission of the City of Dinuba which retains the right to approve or reject replacements.
Other audit personnel may be changed at the discretion of the proposer provided that replacements have substantially the same or better qualifications or experience.
6. Similar Engagements with Other Government Entities
For the firm’s office that will be assigned responsibility for the audit, list the most significant engagements (maximum of 5) performed in the last five years that are similar to the engagement described in this request for proposals. These engagements should be ranked on the basis of total staff hours. Indicate the scope of work, date, engagement partners, total hours, and the name and telephone number of the principal client contact.
7. Identification of Anticipated Potential Audit Problems The proposal should identify and describe any anticipated potential audit problems, the firm’s approach to resolving these problems, and any special assistance that will be requested from the City of Dinuba.
C. Comprehensive Cost Bid
1. Total All-Inclusive Maximum Price
The comprehensive dollar cost bid should contain all pricing information relative to performing the audit engagement as described in this request for proposals. The total all-inclusive maximum price to be bid is to contain all direct and indirect costs, including all out-of-pocket expenses.
The City of Dinuba will not be responsible for expenses incurred in preparing and submitting the technical proposal or the comprehensive dollar cost bid. Such costs should not be included in the proposal.
The first page of the comprehensive dollar cost bid should include the following information.
a. Name of Firm
b. Certification that the person signing the proposal is entitled to represent the firm, empowered to submit the bid and authorized to sign a contract with the City of Dinuba.
c. A Total all-Inclusive Maximum Price for the 2023 engagement. d. Estimated All-Inclusive Maximum Price for the 2023 through 2028 engagement option.
2. Rates by Partner, Specialist, Supervisory and Staff Level Times Hours Anticipated for Each
The second page of the comprehensive dollar cost bid should include a schedule of professional fees and expenses, presented in the format provided in the attachment (appendix C), that supports the total allinclusive maximum price for both the City and the Golf Course.
3. Out-of-Pocket Expenses Included in the Total All-Inclusive Maximum Price and Reimbursement Rates
All estimated out-of-pocket expenses to be reimbursed should be presented in the comprehensive dollar cost bid in the format provided in the attachment (Appendix C). All expense reimbursements will be charged against the total all-inclusive maximum price submitted by the firm. The audit firm will be expected to make all travel arrangements for its staff and include these in this category.
4. All-Inclusive Maximum Price Estimates for Subsequent Years Engagement options for subsequent year’s audits shall be negotiated with the City prior to commencement of each year’s audit. Price considerations for subsequent audits shall be limited to (1) justifiable increases in audit hour and / or rates, and (2) additional special services requested and / or needed.
5. Rates for Additional Professional Services
If it should become necessary for the City of Dinuba to request the auditor to render any additional services to either supplement the services requested in this request for proposals or to perform additional work a result of the specific recommendations included in any report issued on this engagement, then such additional work shall be performed only if set forth in an addendum to the contract between the City of Dinuba and the firm. Any such additional work agreed to between the City of Dinuba and the firm shall be performed at the same rates set forth in the schedule of fees and expenses included in the comprehensive dollar cost bid.
6. Manner of Payment
Progress payments will be made on the basis of hours of work completed during the course of the engagement and out-of-pocket expenses incurred in accordance with the firm’s dollar cost bid proposal. Interim billings shall cover a period of not less than a calendar month. Ten percent (10%) of the contract will be withheld from the final billing pending delivery of the firm’s final reports.
VII. EVALUATION PROCEDURES
A. Audit Committee
Proposals submitted will be evaluated by a three-member Audit Committee.
B. Review of Proposals
The Audit Committee will use a point formula during the review process to score proposals. The Audit Committee will score each proposal by each of the criteria described in Section VII C below.
The City of Dinuba reserves the right to retain all proposals submitted and use any idea in a proposal regardless of whether that proposal is selected.
C. Evaluation Criteria
Proposals will be evaluated using three sets of criteria. Firms meeting the mandatory criteria will have their proposals evaluated and scored for both technical qualifications and price. The following represent the principal selection criteria which will be considered during the evaluation process.
1. Mandatory Elements
a. The audit firm is independent and licensed to practice in California and has at least two years of experience in performing audits of governmental entities.
b. The audit firm’s professional personnel have received adequate continuing professional education within the
preceding two years and have at least two years of
experience in performing audits of other governmental
entities.
c. The firm has no conflict of interest with regard to any other work performed by the firm for the City of Dinuba.
d. the firm submits a copy of its most recent external quality control review report and the firm has a record of quality audit work.
e. the firm adheres to the instructions in this request for proposal on preparing and submitting the proposal.
2. Technical Qualifications: (Maximum Points – 70)
a. Expertise and Experience
1. The firm’s past experience and performance on comparable government engagements, especially those which have
received the Certificates of Excellence from GFOA and
CSMFO.
2. The quality of the firm’s professional personnel to be assigned to the engagement and the quality of the firm’s management support personnel to be available for technical consultation.
b. Commitment to Governmental Accounting
1. The firm’s membership in governmental accounting
organizations and past results in the various award
programs through GFOA and CSMFO.
2. The firm’s commitment to Dinuba’s audit schedule
deadlines.
3. Price: (Maximum Points – 30)
D. Oral Presentations
During the final phase of the evaluation process, the Audit Committee may convene a panel to conduct oral presentations. Such presentations will provide firms with an opportunity to answer any questions the Audit Committee may have on a firm’s proposal.
E. Final Selection
The selection of the audit firm will be made by the Audit Committee, with ratification by the City Council.
F. Right to Reject Proposals
Submission of a proposal indicates acceptance by the firm of the conditions contained in this request for proposals unless clearly and specifically noted in the proposal submitted and confirmed in the contract between the City of Dinuba and the firm selected. The City of Dinuba reserves the right without prejudice to reject any or all proposals.
City of Dinuba Technical Proposal
Comprehensive Schedule of Professional Fees I Cost Bid 2024 2025 2026 2027 2023 Optional Optional Optional Optional
Sen.ice Hours 2023 Year Year Year Year
Financial Statements Audit 448 $41,720 $42,995 $44,170 $45,155 $46,200 Single Audit 53 4,905 5,050 5,180 5,495 5,835
GANN Limit Agreed-upon Procedures 6 590 645 680 720 765 Preparation of the Statistical Section of the
ACFR" 8 785 730 775 825 880
Preparation of the State Controller's Report
for the City 6 590 645 680 720 765
Preparation of the State Controller's Report
for Transit 6 590 645 680 720 765
Preparation of the Transportation
Construction Report 10 945 960 1,015 1,070 1,135
Preparation of the Annual Street Report 10 945 960 1,015 1,070 1,135 Preparation of the State Controller's Report
for the Special Districts 9 870 865 915 965 1,025
Total 556 $51,940 $53,495 $55,110 $56,740 $58,505
* Assistance with preparation of the statistical section of the Annual Comprehensive Financial Report is limited to compilation of data and formatting of statistical tables and charts based on information provided by the City. It is expected that the City would obtain and provide information from departments and third parties necessary to complete the statistical section. 2024 2025 2026 2027
2023 Optional Year Optional Year Optional Year Optional Year Position Hours Rates Hours Rates Hours Rates Hours Rates Hours Rates Partner 57 $150 54 $150 52 $150 51 $160 49 $170
Audit Manager 106 120 98 135 95 140 92 140 90 145
Audit Senior 157 85 147 95 142 100 138 105 134 110
Professional Audit Staff 211 75 196 85 190 95 184 105 179 115 Administrative Assistant 25 60 22 70 22 80 21 90 20 90
Total Hours 556 517 501 486 472
Total Cost $ 51,940 $ 53,495 $ 55,110 $ 56,740 $ 58,505 In accordance with the RFP, the fee table per Appendix C has been included on the next page . ·iH�i► ���A�-����9:S�H�
City of Dinuba Technical Proposal
RFP Appendix C
Comprehensive All-Inclusive Schedule of Professional Fees and Expenses For the Audit of the 2023 Financial Statements of the City of Dinuba and all Component Units
Anticipated Quoted
Hours Hourly Rate Total
Partner 51 $ 150 $ 7,650
Audit Manager 96 120 11,520
Audit Senior 142 85 12,070
Professional Audit Staff 193 75 14,475
Administrative Assistant 25 60 1,500
Subtotal for Audit Personnel 507 $ 490 $47,215
Preparation of the Statistical Section of the ACFR $ 785 Preparation of the State Controller's Reportfor the City 590 Preparation of the State Controller's ReportforTransit 590 Preparation of the Transportation Construction Report 945 Preparation of the Annual Street Report 945
Preparation of the State Controller's Report for the Special Districts 870 Out of Pocket Expense:
Meals and lodging -
Transportation -
Total all-inclusive maximum price for 2023 audit $51,940 ◄l�l�i► �����}_���?:;
����
City Council Staff Report
Department: ENGINEER/PLANNING January 24, 2023
To: Mayor and City Council
From: Jason Watts, City Engineer
Subject:
Authorization to Execute Encroachment Agreements with Alta Irrigation District for the Dinuba High School project. (JW)
RECOMMENDATION
Council to approve both Encroachment Agreements with Alta Irrigation District (AID) so that the construction on the new Dinuba High School can continue and authorize City Manager or designee to execute the agreement and any related documents.
EXECUTIVE SUMMARY
The City of Dinuba currently has existing agreements in place when City infrastructure crosses Alta Irrigation District (AID) pipelines or ditches. As part of the construction of the new Dinuba High School, city storm drain and water facilities need to be installed in order to complete the offsite improvements. In order for Bush Construction to continue construction and install the necessary infrastructure, AID is requesting the City of Dinuba execute (2) separate Encroachment Agreements with AID for the crossing of city facilities across the Burum pipeline.
OUTSTANDING ISSUES
None.
DISCUSSION
An Encroachment Agreement acknowledges and describes the encroachment, identifies the owners, and provides specifics on an agreed upon solution in the event issues or problems arise due to the installation of the encroachment.
AID and the City of Dinuba have entered into several Encroachment Agreements when City facilities cross AID infrastructure. In order to prevent any construction delays for the new Dinuba High School, the City of Dinuba needs to execute (2) two separate Encroachment Agreements with AID for the crossing of City utilities.
The first Encroachment Agreement enclosed as Attachment 'A' is for the right to place and maintain a maximum 24" diameter PVC storm drain pipeline and storm drain inlet to collect storm water on Kamm Avenue that is currently within AID's property. The encroachment is approximately 2,610 feet west of the intersection of Kamm Avenue (Avenue 408) and Alta Avenue (Road 80). The specifics on the installation of the pipeline will follow the standards that AID specifically details in the agreement.
The second Encroachment Agreement enclosed as Attachment 'B' is for the right to place and maintain (3) three PVC water lines. One pipeline is located about 1,500 feet west of the intersection of Kamm Avenue (Avenue 408) and Alta Avenue (Road 80) and shall have a maximum diameter of 10 inches and be used for fire suppression. The second pipeline is located approximately 335 feet west of the intersection of Kamm Avenue (Avenue 408) and Alta Avenue (Road 80) and shall have a maximum diameter of 10 inches and be used for domestic water and irrigation. The specifics on the installation of the water pipelines will follow the standards that AID specifically details in the agreement.
AID requires Encroachment Agreements with any entity that crosses their facilities in order to protect them from any damage or issues that may occur due to the installation of those facilities. For that reason, staff is recommending that the City Council approve the agreements with AID. The agreements enclosed herein as Attachment 'A' and 'B' have been approved by AID and have been reviewed by the City of Dinuba's current legal counsel.
FISCAL IMPACT
There is no fiscal impact upon authorizing and executing the encroachment agreement.
PUBLIC HEARING
None
ATTACHMENTS:
Description
A. Burum Storm Drain Facility Encroachment Agreement
B. Burum Domestic, Irrigation, and Fire Suppression Facility Encroachment Agreement
City of Dinuba
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RECORDING REQUESTED BY
ALTA IRRIGATION DISTRICT
AND WHEN RECORDED RETURN TO:
ALTA IRRIGATION DISTRICT
289 NORTH L STREET
DINUBA, CALIFORNIA 93618
—NO FEE—
Benefit of Alta Irrigation District
Pursuant to Government Code § 6103
SPACE ABOVE THIS LINE FOR RECORDERS USE ONLY
ENCROACHMENT AGREEMENT
THIS ENCROACHMENT AGREEMENT (this “Agreement”) is made and entered into this _____ day of __________________________, 202___ (the “Effective Date”), by and between ALTA IRRIGATION DISTRICT, a California Irrigation District (the “District”) and CITY OF DINUBA, (the “Landowner”). The District and Landowner are sometimes collectively referred to in this Agreement as the “Parties” or singularly as a “Party” or by their individual names.
RECITALS
A. WHEREAS, the District has prior rights and was formed on August 14, 1888 for the purpose of delivering surface water from the Kings River to landowners in the Counties of Fresno, Kings, and Tulare.
B. WHEREAS, the District is a California Irrigation District organized and existing under and by virtue of the Irrigation District Law, Division 11 of the California Water Code.
C. WHEREAS, the District must have full access to and control over its facilities and the operation thereof, so the District may have to take possession and control of any improvements in the District’s right-of-way to prevent damage to those facilities or impairment of the operations thereof.
D. WHEREAS, the District holds in fee title or an easement and right-of-way for ditches, canals, pipelines, and other water conveyance facilities known as the Burum Ditch (“District Property”).
E. WHEREAS, the Landowner desires to obtain from the District, and District is willing to grant to Landowner the right to encroach underground upon the District Property as set forth herein.
NOW, THEREFORE, in consideration of the mutual covenants contained in this Agreement, the Parties hereby agree as follows:
City of Dinuba
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1. Right to Encroach. For consideration, and subject to the terms and conditions of this Agreement, the District hereby grants to the Landowner the right to place and maintain, one (1) storm drain pipeline and drop inlet on District Property. These improvements are collectively referred to in this Agreement as the “Encroachments” or singularly as an “Encroachment” or by their individual names.
2. Encroachment. The authorized Encroachments (occurring approximately two thousand six hundred and ten (2,610) feet west of the intersection of Avenue 408 and Road 80, in Dinuba) are limited to one (1) plastic storm drain pipeline with a maximum nominal diameter of twenty-four (24) inches and one (1) drop inlet to collect urban runoff from Avenue 408 and convey it to a basin onsite at Dinuba Unified School District’s new high school, Alta/Kamm. The storm drain pipeline will be installed below District facility at a depth such that there is a minimum vertical separation of three (3) feet between the exterior walls of the Encroachment and District facility.
Encroachment will maintain the depth, associated with the vertical separation requirement, for the full width of the District’s Property; grade breaks violating the separation requirement are not permitted. Exhibit “A” is a tabular summary of key parameters associated with the Agreement.
Improvements not authorized under this Agreement include, but are not limited to, the following:
signage, poles, curbs, gutters, sidewalks, pull boxes, guy wires, valves, valve boxes, vents, trees, other deep-rooted vegetation, or any other improvements altering District operations or maintenance activity.
3. Location. The location where the Encroachments are permitted on District Property is described in Exhibit “B” and shown on Exhibit “C”, attached hereto and incorporated herein by these references. Exhibit “C” is a typical section view i) showing vertical placement of the Encroachment and minimum separation requirement, ii) identifying Encroachments and District facility(ies), and iii) showing limits of District Property.
4. Cost and Fee. Landowner acknowledges and agrees to pay, in full as part of the execution of this Agreement, an encroachment fee of Four Hundred Dollars and No Cents ($400.00) per crossing. Encroachment fee will accompany one (1) signed and notarized original copy of this Agreement. If payment is not provided with the signed and notarized original copy, then execution of this Agreements will be delayed.
5. Limitations; Obligations.
(a) The exercise by Landowner of its rights pursuant to the Agreement is subject to the right of District to the full and beneficial use and enjoyment of the District Property. Landowner shall not in any way interfere with or disrupt District’s use of the District Property.
(b) Prior to placement of the Encroachments, Landowner, at its sole cost and expense, shall obtain all necessary permits, licenses, authorizations, approvals or other governmental dispensations required to proceed with Landowner’s activities pursuant to this Agreement.
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(c) Landowner shall ensure that all activities performed on District Property with respect to the Encroachments are performed (i) in conformance with all applicable federal and State laws and regulations, and (ii) in a good and workmanlike manner. (d) Landowner shall promptly pay all claims, especially those secured by a mechanic’s or materialman’s lien against the District Property or any interest therein, for labor or materials furnished or alleged to have been furnished to or for Landowner at or for use on the Encroachments thereto.
6. Placement, Maintenance and Repair. Landowner shall not enter the District Property for any reason, including the installation, placement, maintenance, or repair of the Encroachments, without the prior written consent of the District. Furthermore, Landowner shall not install or place the Encroachments until the manner of placement, the plans and specifications for such placement, and the description of materials to be used have been submitted in writing to the District, and have been approved in writing by the District. The placement, installation, maintenance, repair, and replacement of the Encroachments shall be at the sole cost and expense of the Landowner. In no event shall the District be responsible for any damage to such Encroachments, whether caused by District maintenance and cleaning operations, or otherwise.
Landowner further agrees at all times to keep the Encroachments in a state of good and safe repair, at Landowner’s sole cost and expense. Moreover, Landowner shall be responsible for all costs and expenses associated with replacing, restoring, or relocating the Encroachments if District, at the sole discretion of District, repairs, replaces, updates, relocates or maintains District facilities or the District Property.
Notwithstanding anything else to the contrary in this Agreement, District shall at all times have the right (but not the obligation) to stop the use of the Encroachments if District determines it to be in an unsafe condition. Upon such cessation and at Landowner’s sole cost and expense, Landowner shall take actions determined by the District to be necessary to bring the Encroachments into a good and safe condition. If within a reasonable time Landowner fails to take such necessary actions to bring the Encroachments into a good and safe condition, then District may terminate Landowner’s rights under this Agreement by providing notice to the Landowner of such termination.
7. Inspection. Landowner agrees to notify the District’s Superintendent at least two (2) business days before Work commences within the District’s Property. At the Landowner’s sole cost and expense, the District may inspect the Work to ensure that the Project, as built, conforms to the Plans and Specifications. Such inspections may extend to all phases of the Work, including, but not limited to, the preparation of materials to be used. Failure of the District to detect any deviation from the Plan and Specifications, deficient materials or workmanship or any other defects in the Work shall not (i) release the Landowner or Contractor from any obligation to correct such defects or from any liability resulting therefrom, or (ii) impose any liability on the District.
8. Rights Not Exclusive. The rights granted herein by the District are not exclusive and shall not in any way interfere with District’s use of the District Property. The District City of Dinuba
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reserves the right to the full and beneficial use and enjoyment of the District Property for any and all District purposes. To maintain District facilities, District shall have the right to use any Encroachments placed, maintained, or constructed. Landowner shall construct, operate, or maintain the Encroachments in a manner that does not diminish or restrict the ability of the District to use District Property for any District purpose and Landowner shall have no right to encroach upon the District Property other than as expressly granted by the District pursuant to this Agreement.
Landowner shall have no right to increase the extent of the encroachment into the District Property as granted within this Agreement, without the express written authorization of the District.
9. Term. The term of this Agreement shall be ten (10) years, commencing on the Effective Date of this Agreement and ending on the tenth (10th) anniversary thereof. After the initial ten (10) years, the term of this Agreement is automatically extended for additional one (1)- year terms, unless at least thirty (30) days prior to the end of the previous term either Party gives written notice of termination. Notwithstanding any other provision in this Agreement to the contrary, it is understood and agreed by both Parties that the rights granted hereunder are permissive in character, and that the District shall have the right to terminate the right to encroach granted hereunder in the sole and exclusive judgment of the District whenever the District determines it is necessary to do so to protect the interests of the District or the public, or to protect and preserve the property or facilities of the District. Notwithstanding the above, District may terminate this Agreement upon the termination of use or abandonment of the Encroachments.
Abandonment shall occur upon the non-use of the Encroachments for one (1) year. Upon any termination of this Agreement, Landowner shall promptly stop the use of and remove said Encroachments from the District Property, at Landowner’s sole cost and expense.
10. Indemnity; Liability Insurance. Landowner agrees to indemnify, defend, and hold the District and its directors, officers, employees, agents and consultants, harmless from and against any and all claims, demands, losses, obligations, damages, liabilities, causes of action, costs, and expenses (including without limitation, reasonable attorneys’, paralegals, and other professionals fees and costs) arising out of or in connection with any rights granted herein, the placement of the Encroachments as permitted by this Agreement, or its use, operation, maintenance, or repair, including, without limitation, all damage to property of the Landowner or District, District Landowners, and personal injury and property damage to third parties.
Landowner shall procure and maintain for the duration of the contract, Commercial General Liability (CGL) insurance against claims for injuries to persons or damages to property which may arise from or in connection with the Encroachments, condition of the District Property, and any improvements thereon. Coverage shall be at least as broad as Insurance Services Office (ISO) Form CG 0001 covering on an “occurrence” basis, with limits no less than Two Million Dollars ($2,000,000) per occurrence for bodily injury, personal injury, and property damage. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. The District and its directors, officers, employees, agents and consultants, are to be covered as additional insured’s on the CGL. Upon demand, at the sole discretion of the District, and as a condition to the continued exercise of the rights granted hereunder, Landowner may be required to provide the District with a certificate of such insurance naming the District and its directors, officer, employees, City of Dinuba
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agents and consultants. The insurance policy required by this clause shall be endorsed to state that coverage shall not be cancelled except after thirty (30) days prior written notice (10 days for nonpayment) has been provided to the District.
11. Notices. All notices required or permitted by this Agreement or applicable law shall be in writing and may be delivered in person (by hand or by courier) or may be sent by regular, certified, or registered mail or U.S. Postal Service Express Mail, with postage prepaid and shall be deemed sufficiently given if served in a manner specified in this Section 11. The addresses and addressees noted below are that Party’s designated address and addressee for delivery or mailing of notices.
To District: General Manager
Alta Irrigation District
289 North L Street
Dinuba, California 93618
Telephone: (559) 591-0800
To Landowner: City Manager
City of Dinuba
405 E. El Monte Way
Dinuba, CA 93618
Telephone: (559) 591-5900
Either Party may, by written notice to the other, specify a different address for notice. Any notice sent by registered or certified mail, return receipt requested, shall be deemed given on the date of delivery shown on the receipt card, or if no delivery date is shown, three (3) days after the postmark date. If sent by regular mail, the notice shall be deemed given forty-eight (48) hours after it is addressed as required in this section and mailed with postage prepaid. Notices delivered by United States Express Mail or overnight courier that guarantee next day delivery shall be deemed given twenty-four (24) hours after delivery to the Postal Service or courier. If notice is received after 4:00 p.m. or on a Saturday, Sunday, or legal holiday, it shall be deemed received on the next business day.
12. Entire Agreement. This Agreement and items incorporated herein contain all of the agreements of the Parties with respect to the matters contained herein, and no prior agreement or understanding pertaining to any such matter shall be effective for any purpose.
13. Amendments. No provisions of this Agreement may be amended or modified in any manner whatsoever except by an agreement in writing duly authorized by representatives of both Parties.
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14. Successors. The terms, covenants, and conditions of this Agreement shall be binding upon and shall inure to the benefit of the heirs, executors, administrators, and assignees of the respective Parties.
15. Assignment. Landowner may assign any or all of his or her rights under this Agreement, provided that Landowner shall remain directly liable to the District for the performance of any and all provisions of this Agreement or any agreement relating hereto.
16. Governing Law. This Agreement and all documents provided for herein and the rights and obligations of the Parties hereto shall be governed in all respects, including validity, interpretation and effect, by the laws of the State of California (without giving effect to any choice of law principles).
17. Severability. If any term or provision of this Agreement is, to any extent, held invalid or unenforceable, the remainder of this Agreement shall not be affected.
18. Headings. The subject headings of the sections of this Agreement are included for purposes of convenience only and shall not affect the construction or interpretation of any of the provisions herein.
IN WITNESS WHEREOF, the Parties have executed this Agreement as of the day and year first above written.
“District” “Landowner”
ALTA IRRIGATION DISTRICT, CITY OF DINUBA,
a California Irrigation District a California Incorporated City
By: ________________________________ By: ________________________________ Jack Brandt, President Luis Patlan, City Manager
By: ________________________________
Chad B. Wegley, Secretary
City of Dinuba
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EXHIBIT “A”
Encroachment Owner City of Dinuba
Type of Encroachment Storm Drain Pipeline and Drop Inlet Purpose of Encroachment Storm Drain
Ditch Crossing Burum
Diameter / Size 24 inches (maximum)
Year Installed 2022
Minimum Vertical Separation 3 feet
Latitude @ Entrance 36.53133867°
Longitude @ Entrance -119.4039096°
Latitude @ Exit 36.53124143°
Longitude @ Exit -119.4039089°
City of Dinuba
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EXHIBIT “B”
Real property in the unincorporated area of the County of Tulare, State of California, described as follows:
1. THE WEST HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP 16 SOUTH, RANGE 24 EAST, MOUNT DIABLO BASE
AND MERIDIAN, IN THE UNINCORPORATED AREA, COUNTY OF TULARE, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF.
APN: 030-010-006-000
2. THE EAST HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP 16 SOUTH, RANGE 24 EAST, MOUNT DIABLO BASE
AND MERIDIAN, IN THE UNINCORPORATED AREA, COUNTY OF TULARE, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF.
EXCEPTING THEREFROM THAT PORTION THEREOF CONVEYED TO THE COUNTY OF TULARE IN DEED RECORDED FEBRUARY 6, 1953 IN BOOK 1648, PAGE 480 AS DOCUMENT NO. 3994 OF OFFICIAL RECORDS.
ALSO EXCEPTING THEREFROM THAT PORTION THEREOF CONVEYED TO THE COUNTY OF TULARE IN DEED RECORDED FEBRUARY 16, 2010 AS DOCUMENT NO. 2010-0009438 OF OFFICIAL RECORDS.
APN: 030-010-041
ALTA IRRIGATION DISTRICT
PIPELINE CROSSING
GENERAL NOTES:
K&W L:\aid\dwg\Standard PLATE Drawings\PLATE 2.dwg
City of Dinuba
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RECORDING REQUESTED BY
ALTA IRRIGATION DISTRICT
AND WHEN RECORDED RETURN TO:
ALTA IRRIGATION DISTRICT
289 NORTH L STREET
DINUBA, CALIFORNIA 93618
—NO FEE—
Benefit of Alta Irrigation District
Pursuant to Government Code § 6103
SPACE ABOVE THIS LINE FOR RECORDERS USE ONLY
ENCROACHMENT AGREEMENT
THIS ENCROACHMENT AGREEMENT (this “Agreement”) is made and entered into this _____ day of __________________________, 202___ (the “Effective Date”), by and between ALTA IRRIGATION DISTRICT, a California Irrigation District (the “District”) and CITY OF DINUBA, (the “Landowner”). The District and Landowner are sometimes collectively referred to in this Agreement as the “Parties” or singularly as a “Party” or by their individual names.
RECITALS
A. WHEREAS, the District has prior rights and was formed on August 14, 1888 for the purpose of delivering surface water from the Kings River to landowners in the Counties of Fresno, Kings, and Tulare.
B. WHEREAS, the District is a California Irrigation District organized and existing under and by virtue of the Irrigation District Law, Division 11 of the California Water Code.
C. WHEREAS, the District must have full access to and control over its facilities and the operation thereof, so the District may have to take possession and control of any improvements in the District’s right-of-way to prevent damage to those facilities or impairment of the operations thereof.
D. WHEREAS, the District holds in fee title or an easement and right-of-way for ditches, canals, pipelines, and other water conveyance facilities known as the Burum Ditch (“District Property”).
E. WHEREAS, the Landowner desires to obtain from the District, and District is willing to grant to Landowner the right to encroach underground upon the District Property as set forth herein.
NOW, THEREFORE, in consideration of the mutual covenants contained in this Agreement, the Parties hereby agree as follows:
City of Dinuba
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1. Right to Encroach. For consideration, and subject to the terms and conditions of this Agreement, the District hereby grants to the Landowner the right to place and maintain three (3) subterranean pipeline encroachments on District Property. These improvements are collectively referred to in this Agreement as the “Encroachments” or singularly as an “Encroachment” or by their individual names.
2. Encroachment. The authorized Encroachments are limited to i) one (1) polyvinyl chloride (PVC) pipeline with a maximum nominal diameter of ten (10) inches for onsite fire suppression that will be located about one thousand five hundred (1,500) feet west of the intersection of Avenue 408 and Road 80 and ii) two (2) PVC pipelines with maximum nominal diameters of ten (10) inches for domestic and irrigation waters that will be located approximately three hundred and fifty-five (355) feet west of the intersection of Avenue 408 and Road 80. The pipeline supplying water for onsite fire suppression will be installed below the District facility at a depth such that there is a minimum vertical separation of three (3) feet between the exterior walls of the Encroachments and District facility. Encroachments will maintain the vertical separation requirement for the full width of the District’s Property; grade breaks violating the separation requirement are not permitted. Pipelines for domestic and irrigation water services will be installed above the District facility such that there is a minimum vertical separation of one (1) foot between the exterior walls of the Encroachments and District facility. Encroachment will maintain the required vertical separation for the full width of the District’s Property; grade breaks violating the separation requirement are not permitted. Exhibit “A” is a tabular summary of key parameters associated with Encroachments authorized herein. Improvements not authorized under this Agreement include, but are not limited to, the following: signage, poles, curbs, gutters, sidewalks, pull boxes, guy wires, valves, valve boxes, vents, trees, other deep-rooted vegetation, or any other improvements altering District operations or maintenance activity.
3. Location. The location where the Encroachments are permitted on District Property is described in Exhibit “B” and shown on Exhibit “C”, attached hereto and incorporated herein by these references. Exhibit “C” is a typical section view i) showing vertical placement of the Encroachment and minimum separation requirement, ii) identifying Encroachments and District facility(ies), and iii) showing limits of District Property.
4. Cost and Fee. Landowner acknowledges and agrees to pay, in full as part of the execution of this Agreement, an encroachment fee of Four Hundred Dollars and No Cents ($400.00) per crossing. Encroachment fee will accompany one (1) signed and notarized original copy of this Agreement. If payment is not provided with the signed and notarized original copy, then execution of this Agreements will be delayed.
5. Limitations; Obligations.
(a) The exercise by Landowner of its rights pursuant to the Agreement is subject to the right of District to the full and beneficial use and enjoyment of the District Property. Landowner shall not in any way interfere with or disrupt District’s use of the District Property.
(b) Prior to placement of the Encroachments, Landowner, at its sole cost and expense, shall obtain all necessary permits, licenses, authorizations, approvals or other City of Dinuba
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governmental dispensations required to proceed with Landowner’s activities pursuant to this Agreement.
(c) Landowner shall ensure that all activities performed on District Property with respect to the Encroachments are performed (i) in conformance with all applicable federal and State laws and regulations, and (ii) in a good and workmanlike manner. (d) Landowner shall promptly pay all claims, especially those secured by a mechanic’s or materialman’s lien against the District Property or any interest therein, for labor or materials furnished or alleged to have been furnished to or for Landowner at or for use on the Encroachments thereto.
6. Placement, Maintenance and Repair. Landowner shall not enter the District Property for any reason, including the installation, placement, maintenance, or repair of the Encroachments, without the prior written consent of the District. Furthermore, Landowner shall not install or place the Encroachments until the manner of placement, the plans and specifications for such placement, and the description of materials to be used have been submitted in writing to the District, and have been approved in writing by the District. The placement, installation, maintenance, repair, and replacement of the Encroachments shall be at the sole cost and expense of the Landowner. In no event shall the District be responsible for any damage to such Encroachments, whether caused by District maintenance and cleaning operations, or otherwise.
Landowner further agrees at all times to keep the Encroachments in a state of good and safe repair, at Landowner’s sole cost and expense. Moreover, Landowner shall be responsible for all costs and expenses associated with replacing, restoring, or relocating the Encroachments if District, at the sole discretion of District, repairs, replaces, updates, relocates or maintains District facilities or the District Property.
Notwithstanding anything else to the contrary in this Agreement, District shall at all times have the right (but not the obligation) to stop the use of the Encroachments if District determines it to be in an unsafe condition. Upon such cessation and at Landowner’s sole cost and expense, Landowner shall take actions determined by the District to be necessary to bring the Encroachments into a good and safe condition. If within a reasonable time Landowner fails to take such necessary actions to bring the Encroachments into a good and safe condition, then District may terminate Landowner’s rights under this Agreement by providing notice to the Landowner of such termination.
7. Inspection. Landowner agrees to notify the District’s Superintendent at least two (2) business days before Work commences within the District’s Property. At the Landowner’s sole cost and expense, the District may inspect the Work to ensure that the Project, as built, conforms to the Plans and Specifications. Such inspections may extend to all phases of the Work, including, but not limited to, the preparation of materials to be used. Failure of the District to detect any deviation from the Plan and Specifications, deficient materials or workmanship or any other defects in the Work shall not (i) release the Landowner or Contractor from any obligation to correct such defects or from any liability resulting therefrom, or (ii) impose any liability on the District.
City of Dinuba
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8. Rights Not Exclusive. The rights granted herein by the District are not exclusive and shall not in any way interfere with District’s use of the District Property. The District reserves the right to the full and beneficial use and enjoyment of the District Property for any and all District purposes. To maintain District facilities, District shall have the right to use any Encroachments placed, maintained, or constructed. Landowner shall construct, operate, or maintain the Encroachments in a manner that does not diminish or restrict the ability of the District to use District Property for any District purpose and Landowner shall have no right to encroach upon the District Property other than as expressly granted by the District pursuant to this Agreement.
Landowner shall have no right to increase the extent of the encroachment into the District Property as granted within this Agreement, without the express written authorization of the District.
9. Term. The term of this Agreement shall be ten (10) years, commencing on the Effective Date of this Agreement and ending on the tenth (10th) anniversary thereof. After the initial ten (10) years, the term of this Agreement is automatically extended for additional one (1)- year terms, unless at least thirty (30) days prior to the end of the previous term either Party gives written notice of termination. Notwithstanding any other provision in this Agreement to the contrary, it is understood and agreed by both Parties that the rights granted hereunder are permissive in character, and that the District shall have the right to terminate the right to encroach granted hereunder in the sole and exclusive judgment of the District whenever the District determines it is necessary to do so to protect the interests of the District or the public, or to protect and preserve the property or facilities of the District. Notwithstanding the above, District may terminate this Agreement upon the termination of use or abandonment of the Encroachments.
Abandonment shall occur upon the non-use of the Encroachments for one (1) year. Upon any termination of this Agreement, Landowner shall promptly stop the use of and remove said Encroachments from the District Property, at Landowner’s sole cost and expense.
10. Indemnity; Liability Insurance. Landowner agrees to indemnify, defend, and hold the District and its directors, officers, employees, agents and consultants, harmless from and against any and all claims, demands, losses, obligations, damages, liabilities, causes of action, costs, and expenses (including without limitation, reasonable attorneys’, paralegals, and other professionals fees and costs) arising out of or in connection with any rights granted herein, the placement of the Encroachments as permitted by this Agreement, or its use, operation, maintenance, or repair, including, without limitation, all damage to property of the Landowner or District, District Landowners, and personal injury and property damage to third parties.
Landowner shall procure and maintain for the duration of the contract, Commercial General Liability (CGL) insurance against claims for injuries to persons or damages to property which may arise from or in connection with the Encroachments, condition of the District Property, and any improvements thereon. Coverage shall be at least as broad as Insurance Services Office (ISO) Form CG 0001 covering on an “occurrence” basis, with limits no less than Two Million Dollars ($2,000,000) per occurrence for bodily injury, personal injury, and property damage. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. The District and its directors, officers, employees, agents and consultants, are to be covered as additional insured’s on the CGL. Upon demand, at the sole discretion of the District, and as a condition to the City of Dinuba
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continued exercise of the rights granted hereunder, Landowner may be required to provide the District with a certificate of such insurance naming the District and its directors, officer, employees, agents and consultants. The insurance policy required by this clause shall be endorsed to state that coverage shall not be cancelled except after thirty (30) days prior written notice (10 days for nonpayment) has been provided to the District.
11. Notices. All notices required or permitted by this Agreement or applicable law shall be in writing and may be delivered in person (by hand or by courier) or may be sent by regular, certified, or registered mail or U.S. Postal Service Express Mail, with postage prepaid and shall be deemed sufficiently given if served in a manner specified in this Section 11. The addresses and addressees noted below are that Party’s designated address and addressee for delivery or mailing of notices.
To District: General Manager
Alta Irrigation District
289 North L Street
Dinuba, California 93618
Telephone: (559) 591-0800
To Landowner: City Manager
City of Dinuba
405 E. El Monte Way
Dinuba, CA 93618
Telephone: (559) 591-5900
Either Party may, by written notice to the other, specify a different address for notice. Any notice sent by registered or certified mail, return receipt requested, shall be deemed given on the date of delivery shown on the receipt card, or if no delivery date is shown, three (3) days after the postmark date. If sent by regular mail, the notice shall be deemed given forty-eight (48) hours after it is addressed as required in this section and mailed with postage prepaid. Notices delivered by United States Express Mail or overnight courier that guarantee next day delivery shall be deemed given twenty-four (24) hours after delivery to the Postal Service or courier. If notice is received after 4:00 p.m. or on a Saturday, Sunday, or legal holiday, it shall be deemed received on the next business day.
12. Entire Agreement. This Agreement and items incorporated herein contain all of the agreements of the Parties with respect to the matters contained herein, and no prior agreement or understanding pertaining to any such matter shall be effective for any purpose.
13. Amendments. No provisions of this Agreement may be amended or modified in any manner whatsoever except by an agreement in writing duly authorized by representatives of both Parties.
City of Dinuba
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14. Successors. The terms, covenants, and conditions of this Agreement shall be binding upon and shall inure to the benefit of the heirs, executors, administrators, and assignees of the respective Parties.
15. Assignment. Landowner may assign any or all of his or her rights under this Agreement, provided that Landowner shall remain directly liable to the District for the performance of any and all provisions of this Agreement or any agreement relating hereto.
16. Governing Law. This Agreement and all documents provided for herein and the rights and obligations of the Parties hereto shall be governed in all respects, including validity, interpretation and effect, by the laws of the State of California (without giving effect to any choice of law principles).
17. Severability. If any term or provision of this Agreement is, to any extent, held invalid or unenforceable, the remainder of this Agreement shall not be affected.
18. Headings. The subject headings of the sections of this Agreement are included for purposes of convenience only and shall not affect the construction or interpretation of any of the provisions herein.
IN WITNESS WHEREOF, the Parties have executed this Agreement as of the day and year first above written.
“District” “Landowner”
ALTA IRRIGATION DISTRICT, CITY OF DINUBA,
a California Irrigation District a California Incorporated City By: ________________________________ By: ________________________________ Jack Brandt, President Luis Patlan, City Manager
By: ________________________________
Chad B. Wegley, Secretary
City of Dinuba
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EXHIBIT “A”
Encroachment Owner City of Dinuba
Type of Encroachment Pipeline
Purpose of Encroachment Onsite Fire Suppression
Ditch Crossing Burum
Diameter / Size 10 inches (maximum)
Year Installed 2023
Minimum Vertical Separation 3 feet (below)
Latitude @ Entrance 36.5312093638°
Longitude @ Entrance -119.3964422567°
Latitude @ Exit 36.5312093006°
Longitude @ Exit -119.3964371511°
City of Dinuba
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EXHIBIT “A”
Encroachment Owner City of Dinuba
Type of Encroachment Pipeline
Purpose of Encroachment Domestic Water
Ditch Crossing Burum
Diameter / Size 10 inches (maximum)
Year Installed 2023
Minimum Vertical Separation 1 foot (above)
Latitude @ Entrance 36.5311544199°
Longitude @ Entrance -119.3964422677°
Latitude @ Exit 36.5311543567°
Longitude @ Exit -119.3964371622°
City of Dinuba
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EXHIBIT “A”
Encroachment Owner City of Dinuba
Type of Encroachment Pipeline
Purpose of Encroachment Irrigation Water
Ditch Crossing Burum
Diameter / Size 10 inches (maximum)
Year Installed 2023
Minimum Vertical Separation 1 foot (above)
Latitude @ Entrance 36.5311406623°
Longitude @ Entrance -119.3953315333°
Latitude @ Exit 36.5311955984°
Longitude @ Exit -119.3953308867°
City of Dinuba
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EXHIBIT “B”
Real property in the unincorporated area of the County of Tulare, State of California, described as follows:
1. THE WEST HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP 16 SOUTH, RANGE 24 EAST, MOUNT DIABLO BASE
AND MERIDIAN, IN THE UNINCORPORATED AREA, COUNTY OF TULARE, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF.
APN: 030-010-006-000
2. THE EAST HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP 16 SOUTH, RANGE 24 EAST, MOUNT DIABLO BASE
AND MERIDIAN, IN THE UNINCORPORATED AREA, COUNTY OF TULARE, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF.
EXCEPTING THEREFROM THAT PORTION THEREOF CONVEYED TO THE COUNTY OF TULARE IN DEED RECORDED FEBRUARY 6, 1953 IN BOOK 1648, PAGE 480 AS DOCUMENT NO. 3994 OF OFFICIAL RECORDS.
ALSO EXCEPTING THEREFROM THAT PORTION THEREOF CONVEYED TO THE COUNTY OF TULARE IN DEED RECORDED FEBRUARY 16, 2010 AS DOCUMENT NO. 2010-0009438 OF OFFICIAL RECORDS.
APN: 030-010-041
Exhibit "C"
City Council Staff Report
Department: CITY CLERK January 24, 2023
To: Mayor and City Council
From: Maria Alaniz, City Clerk/Human Resources Director Subject: Approval of City Council Meeting Minutes (MA)
RECOMMENDATION
Council to review and approve City Council meeting minutes of January 10, 2023 as presented.
EXECUTIVE SUMMARY
None.
OUTSTANDING ISSUES
None.
DISCUSSION
None.
FISCAL IMPACT
None.
PUBLIC HEARING
None required.
ATTACHMENTS:
Description
City Council Meeting Minutes, January 10, 2022
City Council Staff Report
Department: POLICE SERVICES January 24, 2023
To: Mayor and City Council
From: Abel Iriarte, Chief of Police
By: Luz Torres, Administrative Assistant
Subject:
Resolution No. 2022-04 Authorizing Expenditure of the 2022 Citizens Option for Public Safety (COPS) Grant (AI)
RECOMMENDATION
Council to adopt Resolution No. 2022-04 authorizing expenditure of the 2022 Citizens Option for Public Safety (COPS) Grant funds in the amount of $100,000 to partially offset the salary for one full-time Police Officer.
EXECUTIVE SUMMARY
Every year the Citizens Option for Public Safety (COPS) Grant is funded through AB 3229 and allocates $100,000 to offset the cost of one police officer position. The funds are dispersed through the Tulare County Auditor-Controller in a Supplemental Law Enforcement Fund (SLESF). The Dinuba Police Department has been awarded this grant for the past 25 years.
OUTSTANDING ISSUES
None.
DISCUSSION
The Citizens Option for Public Safety (COPS) Grant will assist the department in providing funds to offset the cost of one full-time officer. The total cost of a full-time officer is $138,656. The COPS grant will offset $100,000 of the officer's salary and benefits with the remaining $38,656 being charged to the general fund.
FISCAL IMPACT
The total cost of a full-time police officer's salary with benefits is $138,656. The remaining $38,656 will be absorbed by the department's budget.
PUBLIC HEARING
SB1023 removed the public hearing requirement from Government Code 30061.
Therefore, no public hearing will be held.
ATTACHMENTS:
Description
ATTACHMENT A - Resolution No. 2022-04
ATTACHMENT A
RESOLUTION NO 2022-04
A RESOLUTION OF THE COUNCIL OF THE CITY OF DINUBA
AUTHORIZING THE POLICE DEPARTMENT TO USE STATE COPS GRANT
MONIES AS RESOLVED BELOW
WHEREAS, the City of Dinuba has been granted State funds through the Citizens Options for Public Safety Program for the amount of $100,000; and, WHEREAS, the monies are to be expended for the enhancement of services by the police department to the betterment of the community; and, NOW, THEREFORE, BE IT RESOLVED, the City Council hereby is committed to see that these funds are properly expended as follows:
Police Personnel – Police Officer Position $100,000
PASSED, APPROVED AND ADOPTED this ______ day of _____________ 2023, at a regular meeting of the Dinuba City Council by the following vote:
AYES:
NOES:
ABSTAIN:
ABSENT:
BY:
ATTEST:
______________________________
Mayor of the City of Dinuba
________________________________
City Clerk
City Council Staff Report
Department: FIRE SERVICES January 24, 2023
To: Mayor and City Council
From: Jordan Webster, Fire Chief
Subject:
Ordinance No. 2023-01 Second Reading and Adoption of the 2022 Edition of the California Fire Code (JWeb)
RECOMMENDATION
Council to waive reading in full and approve Ordinance No. 2023-01 adopting the 2022 California Fire Code with amendments.
EXECUTIVE SUMMARY
The 2022 California Fire code became State mandated as of January 1, 2023. Each jurisdiction has the opportunity to adopt the Fire Code, to include amendments and tailor certain provisions to the jurisdiction. The Fire code is updated every three (3) years to reflect the latest materials and construction techniques available. The City of Dinuba must adopt these codes in order to maintain consistency. Ordinance No. 2023-01 accomplishes this requirement.
OUTSTANDING ISSUES
None.
DISCUSSION
Chapter 14.40 of the Dinuba Municipal Code contains local amendments to the previous addition of the California Fire Code. Amendments to the 2022 edition of the California Fire Code, must be adopted as a local ordinance by City Council. The revision is then submitted to the California Building Standard Commission with the following information pertaining to local conditions. Staff recommends the amendments to the California Fire Code as listed in Attachment 'A' Ordinance No. 2023-01 CFC Adoption.
Staff has made the following findings in support of the amendments and adoption by reference of the codes as set forth herein:
Climatic Conditions:
1. Precipitation. The city averages just over 10 to 12 inches of rainfall per year, most of that occurring between the months of December through March.
2. Temperature. The average high temperature in the summer months exceeds 95 degrees, and it is not uncommon to exceed 100 degrees for numerous consecutive days.
3. Humidity/Fog. The winter months are characterized by high humidity. This high humidity together with cool winter air masses often results in dense tule fog.
4. Wind. During this summer months, wind speed and direction change throughout the day. During the daylight hours, north-northwesterly winds prevail. In the late evening through early morning hours, wind flow is affected by cooler drainage winds from the surrounding mountains and reverses direction. These local climatic conditions affect the magnitude, size, acceleration, intensity and exposure of fires, as well as accessibility to fires by the City’s Fire department.
In times of little or no rainfall, low humidity and high temperatures create extremely hazardous conditions, particularly as they relate to wood shake and shingle roof fires and conflagrations. The varying wind patterns can have a tremendous impact upon structural fires of buildings in close proximity to one another, commonly found in the City. During wood shake and shingle roof fires, or exposure fires, winds can carry sparks and burning brands to other structures, thus spreading the fire and causing conflagrations. During dense tule fog, response times may double or triple. Sometimes, the fog is so thick that the City’s roads can become impassable.
Local Geological Conditions:
1. Water supply. The Dinuba area receives 10 to 12 inches of rain per year primarily in the winter months. The area has historically relied on underwater aquifers for the primary municipal water supply. The aquifers continue to be drawn down each year and rainfall alone will not meet the city water needs.
2. Water pressure. Due to the hot, dry summers in the Dinuba area, domestic water demand substantially reduces the public water system to meet the large fire flow demands in many areas of the city. These local geological conditions affect the City’s ability to provide adequate water to fire engines as sufficient pressure to suppress large fires in the city.
Local Climatic/Topographic Conditions:
1. Air Quality. As a result of the San Joaquin Valley climate and topography, the San Joaquin Air Basin (SJVAP) is predisposed to poor air quality. High mountain ranges surrounding the valley frequently create air layer inversions that prevent mixing of air masses. The large number of sunny days and high summer temperatures favor the formation of ozone. In the winter inversions form that often trap particulate matter.
2. Smoke. Smoke is composed primarily of carbon dioxide, water vapor, carbon monoxide, particulate matter, hydrocarbon and other organic chemicals, nitrogen oxides, trace minerals and several thousand other compounds. These local climatic/topographical conditions affect the air quality. Increased air pollution during poor air quality days contribute to unhealthy air in the valley. Smoke from fires also contributes to this problem increasing health risks for the persons living and working in the city.
SEVERABILITY CLAUSE. If any section, sub-section, sentence, clause, phrase, or portion of this ordinance is for any reason held to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of the ordinance.
The Dinuba City Council hereby declares that it would have adopted the ordinance and each section, subsection, sentence, clause, phrase, or portion thereof, irrespective of the fact that any one or more sections, sub-sections, sentences, clauses, phrases, or portions to be declared invalid or unconstitutional.
FISCAL IMPACT
None.
PUBLIC HEARING
A notice of public hearing was published in the Mid Valley Times on December 29, 2022.
ATTACHMENTS:
Description
Attachment "A" Ordinance No. 2023-01 2022 CFC Adoption
ORDINANCE NO. 2023-01
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF DINUBA AMENDING CHAPTER
14.40 OF THE DINUBA MUNICIPAL CODE BY ADOPTION OF THE 2022 EDITION OF THE
CALIFORNIA FIRE CODE WITH LOCAL AMENDMENTS AND EXPRESS FINDINGS THE CITY COUNCIL OF THE CITY OF DINUBA DOES ORDAIN as follows:
SECTION 1: ADOPTION OF CALIFORNIA FIRE CODE:
Section 14.40.010, of Title 14, of Chapter 14 of the Dinuba Municipal Code, are hereby amended in their entirety to read as follows. 14.40.010 Adoption of California Fire Code.
For the purposes of prescribing regulations governing conditions hazardous to life and property from fire or explosion, the 2022 California Fire Code (CFC), including Appendix Chapter 1, as promulgated by the California Building Standards Commission, which incorporates the adoption of the 2022 edition of the California Fire Code based on the 2021 International Fire Code with California Amendments, including Appendix B, C, CC, D,E,F, H, I and O, is herby adopted by reference thereto as is fully set forth in this Chapter, save and except such portions as are deleted, modified, or amended by the provisions of this Chapter. Copies of the 2022 California Fire Code are on file in the office of the Building Official and Fire Code Official. Any changes made by the California Building Standards Commission applicable to the City, including new editions, shall be deemed incorporated herein. If any conflicts between this Code and any other City, State of Federal Code should arise, the most restrictive code providing the highest level of safety as determined by the Fire Code Official shall prevail.
14.40.015 Fire Code Amendments
Section 111 is deleted replaced with
Section 111 APPEALS Whenever the Fire Chief or Fire Code Official shall disapprove an application or refuse to grant a permit applied for, or when it is claimed that the provisions or intent of this code or the rules legally adopted hereunder have been incorrectly interpreted, the provision of this code do not apply, or an equally good or better form of construction is proposed, or that the true intent and meaning of this Code has been misconstrued or wrongly interpreted, the applicant may appeal from the decision of the Fire Chief or the Fire Code Official to the California Office of the State Fire Marshal within thirty (30) days from the date of the decision. The decision of the California State Fire Marshal shall be final.
Section 603.5.2 Exception 1 is deleted,
Section 110.4
14.40.020 Cost Recovery
SECTION 115 COST RECOVERY.
Section 115 of the California Fire Code is added to read:
ORDINANCE NO. 2023-01
115.1 Cost Recovery. The Fire Code Official or designee is authorized to recover any direct or indirect costs for fire prevention, fire suppression, hazardous material incident response, and protection of the public from fire and life safety hazards. 115.2 Fire Prevention Cost Recovery. Any person or firm who fails to, or refuses to, correct, within the time allotted for correction, any fire hazard prohibited by code, regulation or law, for which a public agency has issued a notice of violation or correction respecting the hazard, or failure to comply with a written notice of violation is liable for the fire prevention costs, and any other costs, incurred in furtherance of the abatement of the fire hazard, and those costs shall be a charge against that person.
115.3 Fire Suppression Cost Recovery. Any person or firm who causes a fire, sets a fire, allows a fire to be set, or allows a fire kindled or attended by them to escape onto any public or private property, is liable for the fire suppression costs, rescue or emergency medical services costs, and any other costs incurred as a result of fighting the fire. 115.4 Hazardous Materials Release Cost Recovery. Any person or firm who releases a hazardous material, allows a hazardous material to be released, causes, or allows a hazardous material attended by them to escape onto any public or private property, is liable for the hazardous material incident response, rescue or emergency medical services costs, and any other costs incurred as a result of responding to the hazardous material release. 115.5 Protection of the Public Cost Recovery. Any person or firm who creates a fire or life safety hazard to the public, allows a fire or life safety hazard to the public, causes, or allows a fire or life safety hazard to the public to escape onto any public or private property, is liable for the fire or life safety hazard incident response, rescue or emergency medical services costs, and any other costs incurred as a result of responding to the fire or life safety hazard to the public. 115.6 Action and Administration. Cost recovery actions and administration pursuant to this section shall be as set forth in the Master Fee Schedule and fire department policy, and shall constitute a debt of such person, and is collectable by the City of Dinuba Fire Department in the same manner as in the case of an obligation under a contract, express or implied. 115.7 Other laws. The provisions of this section shall not be deemed to nullify or prevent the application, either cumulatively, concurrently, or separately, of the provisions of the California Health and Safety Code or any other law related to liability
14.40.044 Automatic sprinkler system
SECTION 901.6.3.2 ADDITIONAL FIRE PROTECTION SYSTEM
ORDINANCE NO. 2023-01
Section 901.6.3.2 of the California Fire Code is added to read:
901.6.3.2 Problematic Systems. In the event of multiple fire alarm, fire detection, or fire sprinkler monitoring system activations, the fire code official is authorized to charge the property owner for the direct and indirect costs of each emergency response. After responding to two (2) false alarm at the same facility in any calendar year from July 1 through June 30th , the responsible person may be billed the cost of each response at the base rate established in the Master Fee Schedule or actual time spent on the response, whichever is greater.
Add/Amend CFC Section 903.1 Automatic Sprinklers
Section 903.1. Automatic Sprinklers are hereby amended and changed as follows:
903.1.2. Changes in occupancy or use. Existing Buildings and Structures: Existing buildings where an automatic fire extinguishing system does not exist and a change of occupancy or use, as defined in the 2022 California Fire Code Definitions is made and the existing area of the building equals or exceeds five thousand (5,000) square feet, an approved automatic fireextinguishing system shall be installed throughout the building. 903.1.3. Additions to existing buildings. All additions to existing buildings or structures hereafter erected, constructed, or moved into, when the addition to the existing building results in a total building area of five thousand (5,000) square feet or more, an approved automatic fire-extinguishing system shall be installed in the entire building.
EXCEPTIONS:
(1) Minor additions, defined as restrooms, mechanical rooms, or similar accessory rooms with floor area less than ten (10) percent of the building area of the existing building to which it is being added shall not be construed to require all of the building to be equipped with an automatic fire-extinguishing system, all additions will be evaluated on an individual basis by the Fire Chief or Fire Code Official.
(2) Additions, when required by the California Building Code, to provide minimum standards to safeguard life or limb, health, property and public welfare, shall not be construed as to require the installation of an automatic fire-extinguishing system. (3) Changes, alterations and repairs to the interior of existing building or the front thereof facing a public street may be made without triggering the requirement of the installation of an automatic fire-extinguishing system, provided such changes do not, in the opinion of the Fire Chief and Building Official, increase the fire hazard of such building.
Section 903.1.4. Drinking Establishments. In new construction or a change in occupancy, an automatic fire-extinguishing system shall be installed in rooms used by the occupants for the consumption of alcoholic beverages and unseparated accessory uses where the total building area of such unseparated rooms and assembly uses is equal to or exceeds three thousand (3,000) square feet.
ORDINANCE NO. 2023-01
Section 903 are hereby amended and changed as follows:
Section 903.2.1 Group A-1. An automatic sprinkler system shall be provided for Group A-1 occupancies and intervening floors of the building where one of the following conditions exists:
Section 903.2.1.1An automatic sprinkler system shall be provided throughout stories containing Group A-1 occupancies and throughout all stories from the Group A-1 occupancy to and including the levels of exit discharge serving that occupancy where one of the following conditions exists:
1. The total fire area equals or exceeds 5,000 square feet (464 m2).
2. The total fire area has an occupant load of 125 or more.
3. The total fire area is located on a floor other than a level of exit discharge serving such occupancies.
4. The total fire area contains a multi-theater complex.
Section 903.2.1.3 Group A-3. An automatic sprinkler system shall be provided throughout stories containing Group A-3 occupancies and throughout all stories from the Group A-3 occupancy to and including the levels of exit discharge serving that occupancy where one of the following conditions exists:
1. The total fire area equals or exceeds 5,000 square feet (464 m2).
2. The total fire area has an occupant load of 125 or more.
3. The total fire area is located on a floor other than a level of exit discharge serving such occupancies.
4. The structure exceed 5,000 square feet (468 m2), contains more than one fire area containing exhibition and display rooms, and is separated into two or more buildings by fire walls of less than 4-hour fire-resistance rating without openings
Section 903.2.1.4 Group A-4. An automatic sprinkler system shall be provided throughout stories containing Group A-4 occupancies and throughout all stories from the Group A-4 occupancy to and including the levels of exit discharge serving that occupancy where one of the following conditions exists:
1. The total fire area equals or exceeds 5,000 square feet (464 m2).
2. The total fire area has an occupant load of 125 or more.
3. The total fire area is located on a floor other than a level of exit discharge serving such occupancies.
Section 903.2.1.8 Group B. An automatic sprinkler system shall be provided for Group B occupancies as follows:
1. The total fire area equals or exceeds 5,000 square feet (464 m2) Section 903.2.3 Group E. An automatic sprinkler system shall be provided for Group E occupancies as follows:
ORDINANCE NO. 2023-01
1. Throughout all Group E occupancies where total fire area equals or exceeds 5,000 square feet (464 m2).
2. The Group E total fire area is located on a floor other than a level of exit discharge serving such
occupancies.
EXCEPTION: In buildings where every classroom has not fewer than one exterior exit door at ground level, an automatic sprinkler system is not required in any area below the lowest level of exit discharge serving that area.
3. The Group E total fire area has an occupant load of 125 or more.
4. In rooms or areas with special hazards such as laboratories, vocational shops and other such areas where hazardous materials in quantities not exceeding the maximum allowable quantity are used or stored.
5. Throughout any Group E structure equal to or greater than 5,000 square feet (464 m2) in area, which contains more than one fire area, and which is separated into two or more buildings by fire walls of less than 4-hour fire-resistance rating without openings.
6. For public school state-funded construction projects see Section 903.2.19.
7. For public school campuses, Kindergarten through 12th grade, see Section 903.2.20 Section 903.2.4 Group F-1. An automatic sprinkler system shall be provided throughout all buildings containing a Group F-1 occupancy where one of the following conditions exists:
1. A Group F-1 total fire area equals or exceeds 5,000 square feet (464 m2).
2. A Group F-1 total fire area is located more than three stories above grade plane.
3. The combined area of all Group F-1 total fire areas on all floors, including any mezzanines, equals or exceeds 5,000 square feet (464 m2).
4. A Group F-1 occupancy used for the manufacture of upholstered furniture or mattresses equals or exceeds 2,500 square feet (232 m2)
Section 903.2.7 Group M. An automatic sprinkler system shall be provided throughout buildings containing a Group M occupancy where one of the following conditions exists:
1. A Group M total fire area equals or exceeds 5,000 square feet (464 m2).
2. A Group M total fire area is located more than three stories above grade plane.
3. The combined area of all Group M fire areas on all floors, including any mezzanines, exceeds 5000 square feet (464 m2).
5. [SFMJ The structure exceeds 24,000 square feet (2229 m2), contains more than one fire area containing a Group M occupancy, and is separated into two or more buildings by fire walls of less than 4-hour fire-resistance rating without openings.
Section 903.2.8 Group R. An automatic sprinkler system installed in accordance with Section 903.3 shall be provided throughout all buildings with a Group R fire area.
Section 903.2.9 Group S-1. An automatic sprinkler system shall be provided throughout all buildings containing a Group S-1 occupancy where one of the following conditions exists:
1. A Group S-1 total fire area equals or exceeds 5,000 square feet (464 m2).
2. A Group S-1 total fire area is located more than three stories above grade plane.
ORDINANCE NO. 2023-01
3. The combined area of all Group S-1 total fire areas on all floors, including any mezzanines, exceeds
5,000 square feet (464 m2).
4. A Group S-1 fire area used for the storage of commercial trucks or buses where the total fire area equals or exceeds 5,000 square feet (464 m2).
903.2.9.1 Repair garages. An automatic sprinkler system shall be provided throughout all buildings used as repair garages in accordance with Section 406.8 of the California Building Code, as shown:
l. Buildings having two or more stories above grade plane, including basements, with a total fire area containing a repair garage exceeding 5,000 square feet (464 m2).
2. Buildings not more than one story above grade plane, with a total fire area containing a repair garage exceeding 5,000 square feet (464 m2 ).
3. Buildings with repair garages servicing vehicles parked in basements.
4. A Group S-1 fire area used for the repair of commercial motor vehicles where the total fire area exceeds 2,500 square feet (232 m2).
903.2.9.2 Bulk storage of tires. Buildings and structures where the area for the storage of tires exceeds 10,000 cubic feet (283 m3) shall be equipped throughout with an automatic sprinkler system in accordance with Section 903 .3. I. I.
Section 903.2.10
Group S-2 parking garages. An automatic sprinkler system shall be provided throughout buildings classified as parking garages where any of the following conditions exist:
l. Where the total fire area of the enclosed parking garage, in accordance with Section 406.6 of the California Building Code, exceeds 5,000 square feet (464 m2).
2. Where the enclosed parking garage, in accordance with Section 406.6 of the California Building Code, is located beneath other groups.
Exception: Enclosed parking garages located beneath Group R-3 occupancies.
3. Where the total fire area of the open parking garage, in accordance with Section 406.5 of the California Building Code, exceeds 48,000 square feet ( 4460 m2). 903.3.1.2 Group R Mixed Occupancy Buildings. Mixed occupancy buildings containing Group R occupancies shall be provided with automatic sprinkler systems in accordance with Section 903.3.1.1 (NFPA 13). The R-2 or R-3 residential portion of a mixed occupancy building shall be provided with fire sprinkler piping and control valves arranged so that the automatic sprinkler system can remain in service independent of non-residential occupancies.
Exceptions:
1. Mixed occupancy buildings where a vertical fire barrier with no openings is provided in accordance with California Building Code, Section 707 separating the R occupancy from other uses may have automatic fire sprinkler systems installed in the residential portion in ORDINANCE NO. 2023-01
accordance with Sections 903.3.1.2 (NFPA 13R) or 903.3.1.3 (NFPA 13D) as applicable. Separate control valves shall be installed as indicated above unless otherwise approved by the fire code official.
2. Group R-1 or R-2 occupancies with accessory occupancy groups that do not require installation of fire sprinklers by Section 903.2.
903.3.1.3 Joint Live Work Units Quarters. Where joint live/work residential dwelling units are constructed in accordance with California Fire Code, Chapter 1 1 , Article 7, automatic sprinkler systems shall be designed in accordance with Section 903.3.1.1 (NFPA 13).
14.40.048 Appendices
Add/Amend CFC Appendices as follows:
Appendix A, Appendix G, Appendix J, Appendix K, Appendix L, Appendix M and Appendix N are not adopted
C103.3 maximum spacing. The maximum spacing between fire hydrants shall be 400 feet for residential developments and 300 feet for commercial, multi-family developments, or mixed use applications.
Appendix CC, Section CC105.1 The maximum spacing between fire hydrants shall be 400 feet for residential developments and 300 feet for commercial developments, multi-family developments, or mixed use applications.
Appendix D
D106 and D107 are amended to add to each section and exception “as determined by the fire code official”
D107.1 Exceptions are not adopted
14.55 Open Burning
14.55.010 General
A. Notwithstanding any other provisions of this code, no person shall cause, allow, aid, suffer or maintain open burning of any kind or the burning of any waste material or rubbish in any incinerator, barrel, can, pit, fireplace or similar container or enclosure. Any person in charge or possession of any premises upon which such burning occurs, or any premises immediately adjacent to any public place upon which such burning occurs, shall fail to extinguish the fire providing he/she has knowledge of the fire and it is within his/her power to extinguish it.
ORDINANCE NO. 2023-01
1. Open burning that is offensive or objectionable because of smoke emissions or when atmospheric conditions or local circumstances make such fires hazardous shall be prohibited.
2. Open burning in violation of the rules or regulations promulgated by the San Joaquin Valley Air Pollution Control District shall be prohibited.
3. The fire code official is authorized to order, or effect the immediate extinguishment, of any open burning when in the opinion of the fire code official is reasonably necessary for safety and protection of life and health, and may issue a citations and seek to recover costs in accordance with Sections 115.1 (Cost Recovery) of the fire code.
4. No exceptions which may be permitted under subsections (B) (1) through (B) (4) of this section shall be authorized or permit any act or condition which is prohibited by the Health and Safety Code Section 4000 et seq. (relating to air pollution control districts), or the rules or regulations of any air pollution control district established pursuant thereto. (Ord. 2011-01 § 13 (part), 2011: Ord. 2007-09 § 1 (part), 2007)
14.55.020 Definitions.
For purpose of this chapter, the following terms shall be defined as follows:
“Agricultural Burning” means burning of trimmings, stubble, or other residue incident to commercial farming operations.
“Bonfire” means an outdoor fire that is larger than three feet in diameter and one foot in height.
“Ceremonial or Theatrical Fire” means a Bonfire, Open Burning, or use of flames larger than a candle during an outdoor special event, ceremony or outdoor theatrical performance. Use of fire or pyrotechnics during indoor performances is separately regulated by the provisions of the California Fire Code in effect under state law and Chapter 5.34 of the Dinuba Municipal Code. “City” means the City of Dinuba.
“Cooking Fires” means a barbecue, grill or similar heating or cooking device being used for heating or cooking of food.
“Deep Pit Barbecue” refers to a method and constructed item for barbecue cooking meat below the surface of the earth.
“Dwelling units” means a single unit providing complete, independent living facilities for one or more persons, including permanent provisions for living, sleeping, eating, cooking and sanitation.
ORDINANCE NO. 2023-01
“Fire Code Official” The Fire Chief, Fire Marshal or other designated authority charged with the administration and enforcement of this chapter, or a duly authorized representative. “Kindle” means sparked, lit, burned, burnt, ignited, torched, set a light, set on fire. “One and two‐family dwellings” means a building that does not contain more than two dwelling units.
“Open Burning” means the burning of solid materials wherein products of combustion are emitted directly into the ambient air without passing through a stack or chimney within a building. This term excludes “safe and sane fireworks” that are otherwise permitted for use by state law and Chapter 5.34 of the Dinuba Municipal Code. “Outdoor Fireplace” means an outdoor, solid‐fuel‐burning fireplace that may be constructed of steel, concrete, clay or other noncombustible material. An outdoor fireplace may be open in design, or may be equipped with a small hearth opening and a short chimney or chimney opening in the top.
14.55.030 Prohibited Types of Open Burning
The following types of Open Burning are prohibited:
1. Open Burning of trimmings, stubble, or other cut vegetation unless the exception stated below for commercial agricultural operations with a burn permit issued pursuant to San Joaquin Valley Air Pollution Control District and the City of Dinuba requirements applies;
2. Open Burning of waste materials, rubbish, trash, plastic, demolition or construction material, feces, or wood with coatings or preservatives;
3. Open Burning that is deemed by the Fire Code Official as roaring or out of control fires;
4. Open Burning within proximity of dry weeds or other hazards conditions that could cause a fire to spread or fires that are not constantly supervised;
5. Open Burning determined by the Fire Code Official that are causing smoke emissions offensive to the surrounding neighbors or if the fire involves a hazardous or offensive condition such as odor, atmospheric conditions, local circumstances or the fire is not at an adequate distance away from a structure or other type of combustible material;
6. No Open Burning may be conducted at commercial and multi‐family property unless it falls within the exceptions listed in this ordinance for Cooking Fires or Outdoor Fireplaces;
7. All Open Burning that does not otherwise comply with the prevision set forth by this chapter, the California Fire Code and San Joaquin Valley Air Pollution Control District, including but not ORDINANCE NO. 2023-01
limited to Agricultural Burning on non‐burn days or a “wood burning device use prohibited” as determined by the San Joaquin Valley Air Pollution Control District is prohibited;
14.55.040 Types of Authorized Outdoor Burning.
The following types of Open Burning are not prohibited or intended to be regulated by this ordinance:
1. Controlled fire for firefighter training, in compliance with Section 4.2.1 of the San Joaquin Valley Air Pollution Control District Rule 4103 that requires a district‐approved firefighter training plan be submitted for approval at least fifteen days prior to the date of the proposed burn; Other open burning exemptions as noted in Section 4.1 of Rule 4103 of San Joaquin Air pollution Control District may be permitted and approved by the Fire Chief; provided, that the smoke does not create a nuisance and the use is in compliance with the city’s ordinance;
2. The burning of contraband material within the performance of their official duties by law enforcement agencies or fire protection agencies as permitted per Section 41509 of the California Health and Safety Code;
14.55.050 Outdoor Cooking Fires.
A. All Cooking fires shall be in constant attendance, located an adequate distance away from a structure or combustible material and have adequate means available to extinguish the fire.
B. Cooking fires operated at a one or two‐family dwelling used for preparing food for human consumption do not require a permit and are permitted by this ordinance.
C. Cooking fires located and/or operated at multi‐family dwellings shall be in compliance with the California Fire Code.
D. Barbecues, grills, and/or pit barbecues intended for commercial uses shall be subject to the review and approval of the Fire Department. Further, all commercial barbecue, grill and/or pit barbecue operations shall comply with the California Fire Code.
14.55.060 Outdoor Fireplace.
Outdoor Fireplaces are allowed if they comply with the following conditions;
1. It must not be used on a “wood burning device use prohibited” day as determined by the San Joaquin Valley Air Pollution Control District.
2. Fuel is to be clean, dry wood and or charcoal without coatings or preservatives. No debris, trash, garbage, demolition materials or yard waste shall be burned.
ORDINANCE NO. 2023-01
3. The fire is contained in a fire bowl, fire pit, chiminea or outdoor fireplace that has a fire area not larger than three feet in diameter and one foot in height.
4. A homemade fire bowl or pit is permitted if the fire area is not larger than three feet in diameter and one foot in height, and constructed of noncombustible material that contains the fire and its embers.
5. An outdoor fireplace shall not be operated within 15 feet of a structure or combustible material. Exception: Outdoor fireplaces used at one and two‐family dwellings.
6. Conditions such as dry weeds or other hazards that are nearby or may cause a fire to spread from the outdoor fireplace shall be eliminated prior to ignition.
14.55.070 Agricultural Burning.
Agricultural burning shall be subject to permits from the San Joaquin Valley Air Pollution Control District and the Dinuba Fire Department before agricultural burning can be conducted.
Agricultural burning shall be conducted while conforming to the following conditions:
1. All permits shall be obtained by the property owner of record.
2. All agricultural burning shall be conducted by commercial farming operations only.
3. All conditions set forth through the permitting process by the Fire Code Official shall be complied with at all times.
4. Violators may be billed for suppression costs should any action be taken by the Visalia Fire Department.
Exception:
Use of orchard heaters incidental to commercial farming operations in times of heavy frost that are in compliance with San Joaquin Valley Air Pollution Control District Rule 4303 (Orchard Heaters).
14.55.080 Ceremonial Fires, or Theatrical Fires.
Ceremonial Fires or Theatrical Fires are not permitted unless the following conditions are met:
1. Permit must be received in advance from the Fire Chief or Fire Code Official and requests must be made at least fifteen business days prior to the, Ceremonial Fire or Theatrical Fire. The organizer must provide the specific date the, Ceremonial Fire or Theatrical Fire will occur, the approximate time it will be lit and extinguished, contact ORDINANCE NO. 2023-01
person(s) that will be overseeing it, description of safety precautions around it, plan for extinguishing it, and any other information requested by the Fire Official.
2. The organizer of the Ceremonial Fire or Theatrical Fire must comply with all other relevant Municipal Code requirements, including but not limited to the provisions of the California Fire Code adopted by the City of Dinuba.
14.55.090 Violation – Penalty
Any person, firm or corporation violating any of the provisions of this chapter, including any violation of the California Fire Code or all other amendments, revisions or supplements shall be a misdemeanor unless the city attorney determines that violation to be an infraction. The violation of the provisions of this chapter may be prosecuted by city authorities in the name of the people of the state of California, or redressed by civil action. Every violation determined to be an infraction is punishable in accordance with Chapter 1.18.040 Notwithstanding any other provision of law, a violation of local building and safety codes determined to be an infraction is punishable pursuant to Government Code sect. 36900, other applicable law or codes, or Chapter 1.18.040. (Ord. 2011-01 § 13 (part), 2011: Ord. 2007-09 § 1 (part), 2007) The above local amendments to the 2022 California Fire Code make modifications as authorized by the California Health and Safety Code. In accordance with Section 18941.5 of said Code, Findings are hereby made to show that such modifications or changes are reasonably necessary because of local climatic, geological or topographical conditions.
Add/Amend CFC Section Open Burning, Recreational Fires and Portable Outdoor Fireplaces
105.5.34 Open burning. An operational permit is required for the kindling or maintaining of an open fire or a fire on any public street, alley, road, or other public or private ground, which have been approved by the San Joaquin Valley Air Pollution Control District.
Exception: Recreational fires.
THE CITY COUNCIL DOES MAKE THE FOLLOWING FINDINGS IN SUPPORT OF THE
AMENDMENTS AND
ADOPTION BY REFERENCE OF THE CODES AS SET FORTH HEREIN:
Climatic Conditions:
1. Precipitation. The City averages just over 10 to 12 inches of rainfall per year, most of that occurring between the months of December through March.
2. Temperature. The average high temperature in the summer months exceeds 95 degrees, and it is not uncommon to exceed 100 degrees for numerous consecutive days.
3. Humidity/Fog. The winter months are characterized by high humidity. This high humidity together with cool winter air masses often results in dense tule fog.
ORDINANCE NO. 2023-01
4. Wind. During this summer months, wind speed and direction change throughout the day.
During the daylight hours, north-northwesterly winds prevail. In the late evening through early morning hours, wind flow is affected by cooler drainage winds from the surrounding mountains and reverses direction. These local climatic conditions affect the magnitude, size, acceleration, intensity and exposure of fires, as well as accessibility to fires by the City’s Fire department. In times of little or no rainfall, low humidity and high temperatures create extremely hazardous conditions, particularly as they relate to wood shake and shingle roof fires and conflagrations.
The varying wind patterns can have a tremendous impact upon structural fires of buildings in close proximity to one another, commonly found in the City. During wood shake and shingle roof fires, or exposure fires, winds can carry sparks and burning brands to other structures, thus spreading the fire and causing conflagrations. During dense tule fog, response times may double or triple. Sometimes, the fog is so thick that the City’s roads are impassable.
Local Geological Conditions:
1. Limited water supply. The Dinuba area receives 10 to 12 inches of rain per year primarily in the winter months. The area has historically relied on underwater aquifers for the primary municipal water supply. The aquifers continue to be drawn down each year and rainfall alone will not meet the City water needs.
2. Water pressure. Due to the hot, dry summers in the Dinuba area, domestic water demand substantially reduces the public water system to meet the large fire flow demands in many areas of the city. These local geological conditions affect the City’s ability to provide adequate water to fire engines as sufficient pressure to suppress large fires in the city. Water conservation is a major concern to continue to provide adequate water for fire protection.
Local Climatic/Topographic Conditions:
1. Air Quality. As a result of the San Joaquin Valley climate and topography, the San Joaquin Air Basin (SJVAP) is predisposed to poor air quality. High mountain ranges surrounding the valley frequently create air layer inversions that prevent mixing of air masses. The large number of sunny days and high summer temperatures favor the formation of ozone. In the winter inversions form that often trap particulate matter.
2. Smoke. Smoke is composed primarily of carbon dioxide, water vapor, carbon monoxide, particulate matter, hydrocarbon and other organic chemicals, nitrogen oxides, trace minerals and several thousand other compounds. These local climatic/topographical conditions affect the air quality. Increased air pollution during poor air quality days contribute to unhealthy air in the valley. Smoke from fires also contributes to this problem increasing health risks for the persons living and working in the city.
SEVERABILITY CLAUSE. If any section, sub-section, sentence, clause, phrase, or portion of this ordinance is for any reason held to be invalid or unconstitutional by the decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of the ordinance. The Dinuba City Council hereby declares that it would have adopted the ordinance and each section, subsection, sentence, clause, phrase, or portion thereof, irrespective of the fact that any one or more sections, sub-sections, sentences, clauses, phrases, or portions to be declared invalid or unconstitutional.
ORDINANCE NO. 2023-01
NOTIFICATION TO CALIFORNIA BUILDING STANDARDS COMMISSION OF LOCAL AMENDMENTS. The Fire Chief or Fire Code Official is hereby directed to file a copy of this Ordinance with the California Building Standards Commission of the State of California.
EFFECTIVE DATE. This ordinance shall go into effect and be in full force and operation from and after thirty (30) days after its final passage and adoption.
The foregoing Ordinance 2023-01 introduced at a regular meeting of the City Council of the City of Dinuba on the 10th day of January, 2023, and adopted and approved by the City Council of the City of Dinuba on this _____ day of ____________, 2023 by the following vote:
City Council Staff Report
Department: FIRE SERVICES January 24, 2023
To: Mayor and City Council
From: Jordan Webster, Fire Chief
Subject:
Ordinance No. 2023-02 Second Reading and Adoption of Amendment to Chapter 5.34 of the Municipal Code in Regard to Fireworks (JWeb)
RECOMMENDATION
Council to waive reading in full and approve Ordinance No. 2023-01 amending Chapter 5.34 of the Dinuba Municipal Code relating to permitting and enforcement of fireworks.
EXECUTIVE SUMMARY
Chapter 5.34 of the Dinuba Municipal Code regulates fireworks within the City of Dinuba. Staff is recommending amendments to Chapter 5.34 which impact the regulations of permitting and enforcement of fireworks. Recommended changes will align with current health and safety codes, fire codes and provide for an equitable process for the permitting of the sale of safe and sane fireworks. Amendments to this Chapter will also unify the permitting process by redirecting all procedures of the lottery and permit process for the sale of safe and sane fireworks under the responsibility of the fire department.
OUTSTANDING ISSUES
None.
DISCUSSION
Chapter 5.34 of the Dinuba Municipal Code provides the regulations pertaining to fireworks. This includes the sale and discharge of safe and sane fireworks, possession or use of illegal or dangerous fireworks, permits for public displays, permitting required to sell fireworks, enforcement and violations.
Staff has revised Chapter 5.34 with the following goals: restructure permitting process to be equitable and consistent with surrounding jurisdictions; highlight and disclose fire code and health and safety code requirements for the sale of safe and sane firework; and unify the permit process by establishing the fire department and the single point of contact for all procedures of the fireworks sale permit process.
The amendments to Chapter 5.34 as written in Attachment 'A' successfully accomplishes these goals.
FISCAL IMPACT
None.
PUBLIC HEARING
A notice of public hearing was published in the Mid Valley Times on December 29, 2022
ATTACHMENTS:
Description
Attachment "A" Ordinance No. 2023-02 Chapter 5.34 Amendment ORDINANANCE NO. 2023-02
AN ORDINANCE OF THE CITY OF DINUBA MUNICIPAL CODE
AMENDING CHAPTER 5.34 CONCERNING REGULATION OF FIREWORKS IN THE CITY OF DINUBA THE CITY COUNCIL OF THE CITY OF DINUBA, STATE OF CALIFORNIA DO ORDAIN AS FOLLOWS:
SECTION 1. Chapter 5.34 of the City of Dinuba Municipal Code is hereby amended to read as follows:
Chapter 5.34
FIREWORKS
Sections:
5.34.005 Definitions.
5.34.010 Sale and discharge of safe and sane fireworks—Permitted when.
5.34.012 Possession or use of illegal or dangerous fireworks.
5.34.015 Permit for public displays.
5.34.020 Permit required to sell fireworks.
5.34.030 Qualifications for Pre-Application of permit and permit limits.
5.34.040 Permit fee.
5.34.050 Open
5.34.060 Notice to applicant of granted or denied for permit.
5.34.070 Permit issuance based on drawing selections.
5.34.080 Display of state license, city permit and sales tax permit required.
5.34.090 Fireworks Stand Requirements.
5.34.100 Storage of Safe and Sane fireworks.
5.34.110 General requirements for the sale of fireworks.
5.34.120 Discharge of fireworks prohibited where
5.34.130 Open
5.34.140 Noncompliance with chapter—Immediate closure of fireworks stand.
5.34.150 Enforcement of this chapter.
5.34.160 Violation—Penalties.
5.34.005 Definitions:
“City” The City of Dinuba
“Response costs” Those reasonable and necessary costs directly incurred by public safety personnel for a response to an unpermitted discharge or illegal storage of dangerous fireworks, and include the cost of providing law enforcement, firefighting, and/or other emergency services at the scene of the unpermitted discharge or storage of dangerous fireworks including, but not limited to:
A. Salaries and benefits of public safety personnel for the amount of time spent responding to, remaining at, or otherwise dealing with the unpermitted discharge or storage of dangerous fireworks, and the administrative costs attributable to the response(s); and B. The cost of any medical treatment to or for any public safety personnel injured responding to, remaining at, or leaving the scene of the unpermitted discharge or storage of dangerous fireworks; and
C. The cost of repairing any public safety equipment or property damage, and the cost of the use of any such equipment, in responding to, remaining at, or leaving the scene of an unpermitted discharge or storage of dangerous fireworks.
“Responsible party” includes, but is not limited to:
A. A person who causes a code violation to occur or allows a violation to exist or continue, by his or her action or failure to act, or whose agent, employee or independent contractor causes a violation to occur, or allows a violation to exist or continue. If the responsible person is a juvenile then the parent or guardian who has physical and/or legal custody of the juvenile at the time of the code violation shall be considered a responsible person. There is a rebuttable presumption that (1) the record owner of a residential parcel, as shown on the county’s latest equalized property taxes assessment rolls, (2) a lessee of a residential parcel, and (3) the organizer of any event located on public property that requires a “special events permit,” has control over the property and notice of any violation existing on the property. For purposes of this chapter, there may be more than one responsible person for a violation.
B. The person(s) who owns, rents, leases, or otherwise has possession of the residence or other private property; and
C. The person(s) in immediate control of the residence or other private property; and D. The person(s) who organizes, supervises, sponsors, conducts, allows, controls, or controls access to the discharge or storage of dangerous fireworks. (Ord. 2017-05 § 1 (part), 2017) “Dangerous fireworks” Any fireworks specified as such in the State Fireworks Law, currently the California Health and Safety Code Sections 12500 et seq. and such other fireworks as may be determined to be dangerous by the State Fire Marshal.
“Safe and sane fireworks” Fireworks as defined by Section 12529 of the Health and Safety Code of the state of California
“Violation” or “violates” Refers to any violation of any provision of this code as well as means the failure to comply with any additional requirement imposed on any “special events permit,” license and/or approval issued to a person under or pursuant to a city ordinance.
5.34.010 Sale and discharge of safe and sane fireworks—Permitted when.
A. Safe and sane fireworks may be sold within the city beginning at twelve noon the twentyeighth day of June, and thereafter from nine (9) a.m. to ten (10) p.m., ending on the fourth day of July at ten (10) pm.
B. Safe and Sane fireworks may be discharged within the city during the period beginning at noon on the twenty-eighth day of June and ending at eleven fifty-nine p.m. on the fourth day of July each year pursuant to the provisions of this chapter and not otherwise
5.34.012 Possession or use of illegal or dangerous fireworks.
It shall be unlawful for any person to possess or use illegal or dangerous fireworks in the city and such other fireworks as may be determined to be dangerous by the State Fire Marshal.
5.34.015 Permit for public displays.
A. Permits. Notwithstanding any other provisions of this code, the fire chief or designee of the fire department may grant permits for public displays of fireworks if the fire chief or designee determines that all requirements of the law are or will be complied with by the applicant and that granting any such permit will not be detrimental to the public peace, health or safety; otherwise said application shall be denied.
Applications for such permits shall be filed with the fire chief not less than ten (10) days before the proposed public display and shall be accompanied by a detailed statement of the items of the proposed display. If the permit is granted, no items shall be displayed except as are contained in the statement and the fire chief may in granting the permit eliminate from the statement such items deemed hazardous, or impose conditions upon such permit as the fire chief shall deem reasonably necessary to protect the public peace, health and safety; and it shall be unlawful for the grantee of the permit to exhibit or display the eliminated items or to conduct such display in violation of any conditions so imposed.
The public display shall be under the supervision of the fire chief and such persons as he shall designate and authorize. The city council shall, by resolution, pursuant to the Fire Chief’s recommendation, establish a fee to be charged for the permit. A separate permit will be required for each display. The display shall be at the place and time designated in the permit. Such permit shall include the right to possess and transport said fireworks for the purpose of conducting such public display.
B. Times Permitted: Except on the fourth of July, it is unlawful for any holder of a public display permit to discharge any fireworks in the city of Dinuba from the hours of ten p.m. to eight a.m. unless permitted by the fire chief as an exception to this time limit.
C. Bond For Fireworks Display Required: The permittee shall furnish a bond or certificate of insurance in an amount deemed adequate by the City’s risk manager for the payment of all damages which may be caused either to a person or persons or to property by reason of the permitted display and arising from any acts of the permittee, his agents, employees or subcontractors.
D. Disposal of Unfired Fireworks: Any fireworks that remain unfired after the display is concluded shall be immediately disposed of in a way safe for the particular type of fireworks remaining.
5.34.020 Permit required for the sale of fireworks.
Except as provided herein, no persons shall offer for sale or sell at retail any fireworks of any kind without having first applied for and received a permit.
5.34.030 Qualifications for Pre-Application Of Permit And Permit Limits.
Each applicant for a permit must meet the following qualifications:
A. The organization must be a duly organized not for profit charitable, religious, civic, patriotic or community service organization, and in good standings with the Internal Revenue Service and Franchise Tax Board.
B. Each such organization must have its principal and permanent meeting place in the corporate limits of the city; must maintain a bona fide membership of at least twenty members; and must have been organized and established in the city’s corporate limits for a minimum of one year continuously preceding the filing of the application for the permit.
C. The maximum number of permits to sell Safe and Sane fireworks that may be issued pursuant to this article during any one calendar year shall not exceed eight permits during any calendar year.
One additional permit may be issued for each three thousand five hundred (3,500) residents of the city over 25,000 persons, based on the most recent population figure as determined by the federal decennial census and updated annually by the California State Department of Finance.
No organization may receive more than one permit for fireworks sales during any one calendar year. One permit may be issued to two or more qualifying applicants as a joint venture.
D. If the number of pre-applications received up to and including the last day for making applications pursuant to this article exceeds the number of permits to be issued for the city, the fire chief or designee shall thereafter supervise a public drawing to determine an order of priority for each pre-application. Pre-applications can be obtained at the fire department between February 1 and the last business day of February. All applicants will be assigned a number in the order in which the pre-application is received. The drawing will be held between March 1 and March 10 each year. Those having a current two-year permit will continue to have a valid permit until its expiration. Available permits will be reduced by the amount of current valid permits for purpose of the drawing.
5.34.040 Permit fee.
The permit fee for selling fireworks within the city shall be three hundred dollars, which fee must be paid at the time each application for a stand is filed. The city council may, by resolution, increase or decrease the permit fee in its discretion.
5.34.050 open
5.34.060 Notice to applicant of granted or denied for permit.
Applicants for a permit shall be notified by the Fire Department by March 15th of the granting or denial of such application for a permit.
5.34.070 Permit Issuance Based On Drawing Selections:
A. All eligible organizations shall obtain and submit to the fire department the following forms supplied by the fire department. Forms will be supplied to those organizations whose drawn assigned number is sequentially within the total number of permits to be issued. All other applicants will be placed on a waiting list in the sequence of their drawn assigned number. If an applicant does not satisfy the requirements of this section within the time periods identified in this section, the next drawn assigned number on the waiting list will be notified and provided with the following paperwork to return within 30 days:
1. The property owner’s release form signed by the property owner authorizing permission to erect a fireworks stand on his property;
2. The fireworks storage form indicating where and how the fireworks will be stored when not in the approved stand;
3. The State Fire Marshal’s license to sell safe and sane fireworks;
4. A copy of the temporary seller’s permit issued by the State Board Of Equalization; and
5. Prior to issuance of a permit, the eligible organization shall submit a certificate of insurance for general liability in an amount no less than one million dollars ($1,000,000.00) combined bodily injury and property damage for each occurrence. This insurance shall name the City of Dinuba, its officers, agents, elected officials, employees and volunteers as additional insureds. This insurance shall be primary with respect to any insurance or self-insurance programs maintained by the city. The certificate must specify the time, location, and dated to be covered by the policy. The applicant shall save, hold harmless and indemnify the city, its officers, agents, elected officials, employees and volunteers from all claims, demands, damages, judgments, costs or expenses that may at any time arise from or is any way related to any work performed by the applicant. The certificate must be provided to the fire department at time permit is submitted.
6. A statement of organization eligibility.
7. A satellite view site plan shall include but not limited to indicating location of stand, distance to nearest building, ingress, egress, parking, etc… meeting these requirements; a. Drawing that indicates all areas within one hundred feet (100’) of the proposed fireworks stand.
b. Drawing that indicates all areas within one hundred feet (100’) of the proposed and storage container. Storage containers shall be at least twenty (25) feet from any building or structure including fireworks booth. c. Drawing that indicates all adjacent buildings, property lines; ignitable materials, grass or vegetation is not within thirty feet (30’) of the fireworks stand.
d. Drawing that indicates any gasoline pump or distribution point is at least one hundred feet(100’) from the fireworks stand.
e. Drawing that indicates the fireworks stand location is a least ten feet (10’) from any public roadway, or public sidewalk.
f. Drawing that shows all utilities, curb cuts and/or driveways and identifying the nearest fire hydrants.
g. Drawings shall show all tarps or canopies, without prior approval, tarps or canopies will not be permitted.
h. Drawing shall indicate parking to be located twenty feet (20’) from fireworks booth and storage.
8. Payment of applicable operational permit fee
B. These forms must be returned to the fire department by the end of business on or before April 15th (If April 15th falls on a weekend then the end of business on the following Monday will be appropriate.)
C. No permit issued or authorized shall be transferable or assignable.
D. When all the application requirements have been completed and the fireworks stand location has been approved, the fire department shall authorize the erection of a fireworks stand. Each qualified organization shall pay to the administrative services director or designee a permit fee amount as listed in section 5.34.030. This fee does not include the $100 for a refundable cleanup deposit due at time of application submittal. Each permit shall be for only one stand per eligible organization and shall be forwarded to the fire department for delivery as set forth in subsection E of this section.
E. Permits will be effective only when issued by the fire department after the final inspection of the stand shows compliance with all the requirements of this article. (Ord. 2010-05 § 1 (part), 2010: Ord. 92-3 § 2 (part), 1992: Ord. 644 § 10, 1982)
5.34.080 Display of state license, city permit and sales tax permit required.
State license, city permit to sell fireworks issued by the fire department, and temporary sales tax permit shall be displayed in a prominent place in the fireworks stand.
5.34.090 Fireworks stand requirements.
All retail sales of “safe and sane fireworks” shall be permitted only from within a temporary fireworks stand and sales from any other building or structure is prohibited. Temporary stands shall be subject to the following provisions:
A. No fireworks stand shall be located within twenty-five feet (25') of any other building or within one hundred feet (100') of a gasoline pump when measured closest point to closest point.
Canopies within ten feet (10') of a stand shall be considered an extension of the stand for measurement of setback distances. Minimum setback from the street curbing, alley, or driveway shall be ten feet (10'). Stands or canopies shall not cover or impede any public right of ways. The public right of way may be included in the set back distances if approved by the fire department official.
B. No stand shall have a floor area in excess of four hundred (400) square feet. The width and length of each stand shall be a maximum of ten feet by forty feet (10' x 40'), respectively.
C. Each stand must have at least two (2) exits located on separate walls. Fireworks stands with only three (3) sides and open from the back will not require exits. Fireworks stands shall have exits at least thirty inches in (30") width at both ends of the structure. An aisle with a minimum width of thirty inches (30") shall lead to each exit. Exits shall remain unobstructed. No supplies or other materials shall be stored in front of exit doors. All exit doors shall remain unlocked and unlatched whenever the stand is occupied.
D. Each stand shall keep easily accessible a minimum of one 2 1/2-gallon water pressure type fire extinguisher, one 2A10BC rated dry chemical fire extinguisher, and each shall be in good working order and bear a current inspection sticker. Extinguishers must be of a type approved for such use by the Dinuba Fire Department.
E. All stands must be constructed of solid wood or metal.
F. After hours, stands must be properly secured and fireworks removed from the stand and secured.
G. All unsold stock and accompanying litter shall be removed from the location by five o’clock (5:00) P.M. July 5.
H. Fireworks stand may be brought to the site 10 days prior to June 28 and must be dismantled and removed by five o’clock (5:00) P.M. July 6.
I. Temporary lighting may be installed in the fireworks stands. Approved temporary lights must have a guard protecting the bulb/fixture and all wiring and fixtures must be 3-wire and grounded.
J. Primary power to the temporary lighting may be by means of on-site commercial power in a fixed facility or by means of an on-site portable generator. Generators must be located at least twenty feet (20') from the fireworks stand. Location of portable generators must be approved by fire department.
K. Fuel for portable generators is not allowed to be kept on the premises, and generator cannot be stored within the storage unit or with fireworks.
L. No switches, electrical receptacles (plug ins), or splices are permitted within the stand.
M. Extension cords to the stand are to be heavy duty, minimum of fifteen (15) amp capacity, and protected from vehicular damage. Romex is not an acceptable extension cord.
N. All trash shall be removed from the premises and the fireworks stand each evening at the close of business, empty boxes will be kept within the storage unit or twenty (20) feet way from fireworks booth and storage unit.
O. No person shall light, or cause or permit to be lighted, any fireworks or any other article or material within any such stand, or within two hundred feet (200') thereof.
P. No alcoholic beverages shall be allowed on the premises. No person who is under the influence of alcoholic beverages or other substance shall enter or be allowed into the fireworks booth.
Q. Signage will be clearly displayed at each site providing for the fines as specified in section
5.34.110 (I) of this article.
R. Canopies within twenty-five feet (25') of a stand must be labeled by the manufacturer as fire resistive. The total allowable canopy area within twenty-five feet (25') of a stand shall be no larger than two hundred (200) square feet.
S. Canopies within twenty-five feet (25') of a stand shall meet the requirements set forth in the California code of regulations title 24, part 9, chapter 24 and title 19, division 1.
T. In no instance shall any fireworks stand be located within a residential zoned district.
U. No stand shall be located closer than one hundred feet (100') from another.
5.34.100 Storage of safe and sane fireworks.
All organizations applying for a permit to sell safe and sane fireworks shall submit a site plan indicating the location of the firework storage; the container in which the fireworks will be stored within, and must comply with the following (may be included in site map).
A. No person or persons shall store safe and sane fireworks within the city without going through the permit process detailed in this Chapter 5.34.
B. Storage of fireworks in residential neighborhoods is prohibited.
C. All storage of safe and sane fireworks shall be located at the approved retail sales location. For alternative storage locations see Section 5.34.100 (H) and (I).
D. All fireworks being stored at a retail location must be stored in a metal container (metal cargo style containers) approved by the Fire Chief or designee only, at a distance of no less than twenty-five (25) feet from the fireworks stand and all other buildings or structures. For alternative storage containers see Section 8.24.075 (H) and (I).
E. Non-profit organizations are responsible for providing their own security plan for all storage of fireworks located within the city limits.
F. The fire chief or designee is authorized to approve an alternative storage method where the fire chief or his or her designee finds that the proposed method is satisfactory and complies with the intent of the provisions of this chapter, and that the method offered is at least the equivalent of that prescribed in this chapter in its effectiveness to provide safety to the citizens of the city and the emergency personnel that may respond if there was a fire.
G. All alternative storage methods must be submitted in writing and approved by the fire chief or his or her designee prior to the fireworks application deadline.
5.34.110 General requirements for the sale of fireworks.
A. All weeds and combustible material shall be cleared from the location of the stand, including a distance of at least fifty feet surrounding the stand prior to permit issuance.
B. “No Smoking” signs shall be prominently displayed on the front, back and sides of the fireworks stand.
C. Each stand must have an adult in attendance during operations and in charge while fireworks are stored therein. Sleeping or remaining in stand after close of business each day is prohibited.
D. The sale of fireworks shall not begin before twelve noon on the twenty-eighth of June and shall not continue after ten p.m. on the fourth day of July.
E. Hours of operation shall be limited to nine a.m. to ten p.m. daily.
F. All unsold stock and accompanying litter shall be removed from the location by five p.m. on the fifth day of July.
G. The fireworks stand shall be removed from the temporary location by 5 p.m. on the sixth day of July, and all accompanying litter shall be cleared from said location by said time and date.
H. Prior to the issuance of a permit, each applicant shall file with the city clerk a cash deposit, certificate of deposit or a surety bond made payable to the city in the amount of one hundred dollars ($100.00) to assure compliance with the provisions of this chapter. Such deposit, certificate or bond shall be refundable upon compliance with the provisions and requirements of this chapter, including but not limited to the removal of the stand, return of the banner, and the cleaning of the site. In the event the permittee does not so comply or remove the stand or clean the site, in the manner required by the city fire official, the city may do so, or cause the same to be done by other persons, and the reasonable cost thereof shall be a charge against the permittee and his deposit of security bond.
I. All fireworks stands shall have an eight-foot by eight-foot banner, provided by the fireworks manufacturer, stating that the City of Dinuba prohibits the use, sale, storage of illegal fireworks, possible fines and the phone number to report the use, storage or sales of illegal fireworks. The banner shall be displayed on the fireworks stand and in clear view. The banner will be provided upon opening inspection by the fire department and posted by end of business of opening day.
5.34.120 Discharge of fireworks prohibited where.
A. No person shall light or cause to be lighted any fireworks or other combustible material within any stand or within two hundred (200) feet thereof.
B. It is unlawful for any person to ignite, explode, project or otherwise fire or use, or permit the ignition, explosion or projection of any fireworks upon, over or onto the property of another, or to ignite, explode, project or otherwise fire or make use of any fireworks within ten feet of any residence, dwelling or other structure.
5.34.130 Noncompliance with this chapter or applicable laws—immediate closure of fireworks stand.
If, in the judgment of the City Fire Chief or City Building Inspector, the construction of the stand or the conduct of the operations therein do not conform to the provisions of this chapter, such officers, or either of them, may order the stand immediately closed.
5.34.140 Enforcement of this chapter.
In addition to any other persons authorized by law, the fire chief or designee shall have the duty of enforcing the provisions of this chapter. In connection with such enforcement, they are authorized to enter, free of charge, at any reasonable time, any place of business, or to approach any person apparently conducting or employed in the operation of a business, to verify compliance with the provisions of this chapter and with the California Fire Code and any other Dinuba Municipal Code provisions related to fireworks enforcement. Such persons are hereby authorized to issue citations to persons violating any of the provisions of this chapter to appear in the court of the Tulare County judicial district or administrative citation hearing officer at a time fixed in the citation, not less than five days from the date of issuance of the citation unless a shorter period of time is requested by the person(s) to whom the citation is given, and such citation shall be deemed to be a complaint charging violations of this chapter.
5.34.160 Violation—Penalties.
A. Any person who allows, permits, aids, or abets any discharge or storage of dangerous fireworks (including a public display) without having first obtained a permit therefor from the fire chief or their designee shall be in violation of this chapter, unless otherwise permitted by ordinance.
B. Administrative Citation. Upon identification of an unpermitted discharge or storage of dangerous fireworks, authorized city officials may issue an administrative citation or a notice of violation to all responsible person(s) present at the unpermitted discharge or storage of dangerous fireworks per Chapter 1.18. The citing officer shall notify those responsible person(s) present at the unpermitted discharge or storage of dangerous fireworks that further violation of the ordinance may result in additional fines and assessment of response costs.
C. Nothing in this chapter shall be intended to limit any of the penalties provided for under the California Health and Safety Code or Penal Code with regard to the sale, use, possession, delivery, storage, and/or transportation of dangerous fireworks.
Persons violating this chapter shall be deemed guilty of a misdemeanor and, upon conviction, shall be punished accordingly, as set forth in Section 1.16.015.
SECTION 2. This Ordinance shall take effect and be in force thirty (30) days after its adoption, and prior to the expiration of fifteen (15) days from the passage thereof, shall be published once (1) in the Mid Valley Times, a newspaper of general circulation published in the City of Dinuba, State of California, with the names of the members of the City Council voting for and against the same.
PASSED AND ADOPTED at a regular meeting of the City Council of the City of Dinuba, State of California, on __________, 2023, by the following vote of the City Council, to wit:
AYES:
NOES:
ABSENT:
ABSTAIN:
______________________________
MARIBEL REYNOSA, MAYOR
CITY OF DINUBA
ATTEST:
________________________________
MARIA ALANIZ, CITY CLERK/HUMAN RESOURCES DIRECTOR
City Council Staff Report
Department: FINANCE SERVICES January 24, 2023
To: Mayor and City Council
From: Karina Solis, Administrative Services Director
By: Maria Alaniz, City Clerk/Human Resources Director
Subject: Warrant Register January 13 & 20, 2023 (KS)
RECOMMENDATION
Council to review and approve the Warrant Register as presented.
EXECUTIVE SUMMARY
None.
OUTSTANDING ISSUES
None.
DISCUSSION
None.
FISCAL IMPACT
None.
PUBLIC HEARING
None required.
ATTACHMENTS:
Description
WR 01.13.2023
WR 01.20.2023
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 385 - 4 Creeks, Inc.
22489-26800 4 Creeks Dinuba High School
Const Oversight
Paid by Check #39892 12/07/2022 01/13/2023 01/13/2023 01/13/2023 945.00 22490-26799 4 Creeks Euclid Water Main
Extension
Paid by Check #39892 12/07/2022 01/13/2023 01/13/2023 01/13/2023 1,521.50 22493-26797 4 Creeks KC Vista Park site
Improv
Paid by Check #39892 12/07/2022 01/13/2023 01/13/2023 01/13/2023 425.00 22495-26825 4 Creeks Crawford and Nebraska
Ave Intersection Imp
Paid by Check #39892 12/08/2022 01/13/2023 01/13/2023 01/13/2023 2,750.00 20366-26849 4 Creeks Kamm and Alta
Roundabout Project
Paid by Check #39892 12/12/2022 01/13/2023 01/13/2023 01/13/2023 3,699.82 22313-26847 4 Creeks Alta Nebraska
Roundabout CM PII
Paid by Check #39892 12/12/2022 01/13/2023 01/13/2023 01/13/2023 17,852.50 22314-26864 4 Creeks Commercial
Development
Paid by Check #39892 12/12/2022 01/13/2023 01/13/2023 01/13/2023 8,181.63 22318-26845 4 Creeks WWTP Clarifier Paid by Check #39892 12/12/2022 01/13/2023 01/13/2023 01/13/2023 6,037.50 22320-26862 4 Creeks S College RR
Illumination
Paid by Check #39892 12/12/2022 01/13/2023 01/13/2023 01/13/2023 1,252.75 22352-26851 4 Creeks Subdivision Development Paid by Check #39892 12/12/2022 01/13/2023 01/13/2023 01/13/2023 13,694.25 22355-26844 4 Creeks Building Official Paid by Check #39892 12/12/2022 01/13/2023 01/13/2023 01/13/2023 6,695.00 22356-26846 4 Creeks Encroachment Permit Paid by Check #39892 12/12/2022 01/13/2023 01/13/2023 01/13/2023 9,331.75 22357-26850 4 Creeks Gen Engineering Support Paid by Check #39892 12/12/2022 01/13/2023 01/13/2023 01/13/2023 11,455.00 22389-26848 4 Creeks Entertainment Plaza
Restrooms
Paid by Check #39892 12/12/2022 01/13/2023 01/13/2023 01/13/2023 1,580.00 22421-26861 4 Creeks Kamm and Alta
Roundabout
Paid by Check #39892 12/12/2022 01/13/2023 01/13/2023 01/13/2023 3,839.47 22442-26842 4 Creeks Dinuba Water CIP
Projects
Paid by Check #39892 12/12/2022 01/13/2023 01/13/2023 01/13/2023 4,375.00 22335-26891 4 Creeks Kamma and Alta Safety
Study
Paid by Check #39892 12/13/2022 01/13/2023 01/13/2023 01/13/2023 2,195.55 Vendor 385 - 4 Creeks, Inc. Totals Invoices 17 $95,831.72 Vendor 548 - Adamson Police Products
INV389626 PD - Range/Armory Supplies Paid by Check #39893 12/29/2022 01/13/2023 01/13/2023 01/13/2023 653.18 Vendor 548 - Adamson Police Products Totals Invoices 1 $653.18 Vendor 263 - Advantek Benefit Administrators
01/06/2023 01/06/2023 Paid by Check #39894 01/06/2023 01/13/2023 01/13/2023 01/13/2023 45,194.12 Vendor 263 - Advantek Benefit Administrators Totals Invoices 1 $45,194.12 Vendor 1720 - Agee Construction Corporation
2 22.15 Agee Const El Monte Sewer Main
Impr Project
Paid by Check #39895 01/09/2023 01/13/2023 01/13/2023 01/13/2023 35,336.94 Vendor 1720 - Agee Construction Corporation Totals Invoices 1 $35,336.94 Vendor 1058 - Alta District Historical Society, Inc.
Run by Rosemary Silva on 01/12/2023 01:54:42 PM Page 1 of 10 Accounts Payable Invoice Report
Payment Date Range 01/07/23 - 01/13/23
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 2022/2023 ANNUAL MEMBERSHIP DUES Paid by Check #39896 01/03/2023 01/13/2023 01/13/2023 01/13/2023 50.00 Vendor 1058 - Alta District Historical Society, Inc. Totals Invoices 1 $50.00 Vendor 97 - American Public Works Association
APWA 127336 2024 MEMBERSHIP 4/1/23-3/31/24 Paid by Check #39897 01/03/2023 01/13/2023 01/13/2023 01/13/2023 764.00 Vendor 97 - American Public Works Association Totals Invoices 1 $764.00 Vendor 351 - Anthem Blue Cross
00711528E BILLING 01/01/23 TO 02/01/23 Paid by Check #39898 12/14/2022 01/13/2023 01/13/2023 01/13/2023 575.47 Vendor 351 - Anthem Blue Cross Totals Invoices 1 $575.47 Vendor 21 - Aramark Uniform Services Inc.
5031100946 Fy 22/23-Parks-Uniforms for week
of 12/7/22
Paid by Check #39899 12/07/2022 01/13/2023 01/13/2023 12/09/2022 01/13/2023 50.88 Vendor 21 - Aramark Uniform Services Inc. Totals Invoices 1 $50.88 Vendor 17 - AT&T
250127196101/23 405 E El Monte Way 01/01/23-
01/31/23
Paid by Check #39901 01/01/2023 01/13/2023 01/13/2023 01/13/2023 76.39 939105474301/23 Telephone 12/02/22-01/01/23 Paid by Check #39900 01/02/2023 01/13/2023 01/13/2023 01/13/2023 70.54 Vendor 17 - AT&T Totals Invoices 2 $146.93
Vendor 376 - BCS Consulting, LLC
2022140 IT Services Monthly - December
2022
Paid by Check #39902 01/09/2023 01/13/2023 01/13/2023 01/13/2023 6,200.00 Vendor 376 - BCS Consulting, LLC Totals Invoices 1 $6,200.00 Vendor 116 - BSK Analytical Laboratories
AG00231 WATER SAMPLE TESTING -
WATER DEPT
Paid by Check #39903 01/05/2023 01/13/2023 01/13/2023 01/13/2023 176.00 Vendor 116 - BSK Analytical Laboratories Totals Invoices 1 $176.00 Vendor 155 - CalBennetts & All-ways Moving
25911-0 FD Admin Offices Paid by Check #39904 01/05/2023 01/13/2023 01/13/2023 01/13/2023 15,286.81 25912-0 FD Admin Offices Paid by Check #39904 01/05/2023 01/13/2023 01/13/2023 01/13/2023 3,256.99 Vendor 155 - CalBennetts & All-ways Moving Totals Invoices 2 $18,543.80 Vendor 94 - California Public Employees Retirement
12/18-12/31/22 12/18/2022-12/31/2022 Paid by EFT #2267 01/06/2023 01/09/2023 01/09/2023 01/09/2023 87,453.24 17034333 2023 RBC Paid by EFT #2268 01/06/2023 01/09/2023 01/09/2023 01/09/2023 11,788.68 2023-00000235 31 - 457 - Employee CalPERS $* Paid by EFT #2266 01/06/2023 01/09/2023 01/09/2023 01/09/2023 9,020.06 Vendor 94 - California Public Employees Retirement Totals Invoices 3 $108,261.98 Vendor 1275 - California Turf Equipment
573398 Fy 22/23-Parks-Choke knob, ext
pole, puller 7 pole cap
Paid by Check #39905 12/28/2022 01/13/2023 01/13/2023 12/28/2023 01/13/2023 137.77 Run by Rosemary Silva on 01/12/2023 01:54:42 PM Page 2 of 10 Accounts Payable Invoice Report
Payment Date Range 01/07/23 - 01/13/23
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 1275 - California Turf Equipment Totals Invoices 1 $137.77 Vendor 563 - John Carrillo
01/05/2023 Anthem Reimb 01/01/2023-
01/31/2023
Paid by Check #39906 01/05/2023 01/13/2023 01/13/2023 01/13/2023 205.88 Vendor 563 - John Carrillo Totals Invoices 1 $205.88
Vendor 305 - Cartozian Air Conditioning and Heating Inc. 18722 Fy 22/23-CS-CPR build maint for
the winter mos
Paid by Check #39907 11/30/2022 01/13/2023 01/13/2023 01/04/2022 01/13/2023 500.00 18736 DSC MAINTENANCE 11/30/2022 Paid by Check #39907 11/30/2022 01/13/2023 01/13/2023 01/13/2023 350.00 18515 PD - A/C Service/Repairs Paid by Check #39907 10/07/2022 01/13/2023 01/13/2023 01/13/2023 95.00 Vendor 305 - Cartozian Air Conditioning and Heating Inc. Totals Invoices 3 $945.00 Vendor 725 - CDW Government
FV23103 PD - CISCO Direct Duo Multifactor
Authentication License
Paid by Check #39908 12/27/2022 01/13/2023 01/13/2023 01/13/2023 2,573.50 Vendor 725 - CDW Government Totals Invoices 1 $2,573.50 Vendor 246 - Central San Joaquin Valley Risk Management Auth.
RMA 2023-00151 2022/2023 3RD QUARTER
DEPOSITS
Paid by Check #39909 12/16/2022 01/13/2023 01/13/2023 01/13/2023 361,949.00 Vendor 246 - Central San Joaquin Valley Risk Management Auth. Totals Invoices 1 $361,949.00 Vendor 239 - City of Fresno
20000973 PD - Perishable Skills Program -
Sylvia Vasquez
Paid by Check #39910 10/24/2022 01/13/2023 01/13/2023 01/13/2023 621.00 20000980 PD - Perishable Skills Program -
Ruben Hernandez
Paid by Check #39910 10/24/2022 01/13/2023 01/13/2023 01/13/2023 621.00 Vendor 239 - City of Fresno Totals Invoices 2 $1,242.00 Vendor 1811 - Clark Bros., INC
6 Clark Bros WWTP Improvements
Clarifier
Paid by Check #39911 01/06/2023 01/13/2023 01/13/2023 01/13/2023 142,500.00 Vendor 1811 - Clark Bros., INC Totals Invoices 1 $142,500.00 Vendor 240 - Clean Cut Landscape Management Inc.
3942 Monthly Landscaping December
2022
Paid by Check #39912 12/31/2022 01/13/2023 01/13/2023 01/13/2023 19,163.00 Vendor 240 - Clean Cut Landscape Management Inc. Totals Invoices 1 $19,163.00 Vendor 1238 - Coleman & Horowitt, LLP
481831 Eagle Fire and Water Restoration,
Inc. December 2022
Paid by Check #39913 12/31/2022 01/13/2023 01/13/2023 01/13/2023 520.64 Vendor 1238 - Coleman & Horowitt, LLP Totals Invoices 1 $520.64 Vendor 1419 - Collins & Schoettler Planning Consultant, Inc.
Run by Rosemary Silva on 01/12/2023 01:54:42 PM Page 3 of 10 Accounts Payable Invoice Report
Payment Date Range 01/07/23 - 01/13/23
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 1356 Collins Schoettler Planning
Support
Paid by Check #39914 12/29/2022 01/13/2023 01/13/2023 01/13/2023 5,460.00 Vendor 1419 - Collins & Schoettler Planning Consultant, Inc. Totals Invoices 1 $5,460.00 Vendor 170 - Comcast
0135597 01/02/23 405 E El Monte Way 01/04/23-
02/03/23
Paid by Check #39915 01/02/2023 01/13/2023 01/13/2023 01/13/2023 69.52 Vendor 170 - Comcast Totals Invoices 1 $69.52
Vendor 1582 - Dell Financial Services LLC
2358231 SERVER 02/01/23-02/28/23 Paid by Check #39916 12/30/2022 01/13/2023 01/13/2023 01/13/2023 2,947.71 Vendor 1582 - Dell Financial Services LLC Totals Invoices 1 $2,947.71 Vendor 77 - Department of Justice
628422 PD - Fingerprints / December
2022
Paid by Check #39917 01/05/2023 01/13/2023 01/13/2023 01/13/2023 657.00 Vendor 77 - Department of Justice Totals Invoices 1 $657.00 Vendor 200 - Dinuba Unified School District
1765 DSC SENIOR LUNCHES Paid by Check #39918 12/28/2022 01/13/2023 01/13/2023 01/13/2023 4,290.00 Vendor 200 - Dinuba Unified School District Totals Invoices 1 $4,290.00 Vendor 550 - Division of the State Architect
10122-123122 SB 2ND QTR SB 1186 PAYMENT - FY
2223
Paid by Check #39919 01/06/2023 01/13/2023 01/13/2023 01/13/2023 40.80 Vendor 550 - Division of the State Architect Totals Invoices 1 $40.80 Vendor 1506 - Enterprise FM Trust
FBN4647522 Fy 22/23-Parks/L&L-Leased
vehicles
Paid by Check #39920 01/05/2023 01/13/2023 01/13/2023 01/09/2023 01/13/2023 1,802.72 FBN4647465 PD - 3 Malibus / 2 Durangos
Lease
Paid by Check #39920 01/05/2023 01/13/2023 01/13/2023 01/13/2023 2,836.04 FBN4647474 ENTERPRISE - FLEET LEASE
PAYMENT
Paid by Check #39920 01/05/2023 01/13/2023 01/13/2023 01/13/2023 6,848.84 Vendor 1506 - Enterprise FM Trust Totals Invoices 3 $11,487.60 Vendor 306 - Executive Communication Systems
35210V PD - Annual Maintenance
Agreement / 20 Channel EQ 911
Paid by Check #39921 01/06/2023 01/13/2023 01/13/2023 01/13/2023 3,224.00 Vendor 306 - Executive Communication Systems Totals Invoices 1 $3,224.00 Vendor 1244 - Fire Apparatus Solutions
FAS-PPO64350 Smeal Custom Pumper Paid by Check #39922 12/29/2022 01/13/2023 01/13/2023 01/13/2023 713,479.00 Vendor 1244 - Fire Apparatus Solutions Totals Invoices 1 $713,479.00 Vendor 18 - The Gas Company
Run by Rosemary Silva on 01/12/2023 01:54:42 PM Page 4 of 10 Accounts Payable Invoice Report
Payment Date Range 01/07/23 - 01/13/23
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 0990155800801/23 405 E El Monte Way 12/05/22-
01/05/23
Paid by Check #39923 01/09/2023 01/13/2023 01/13/2023 01/13/2023 966.20 Vendor 18 - The Gas Company Totals Invoices 1 $966.20
Vendor 1897 - Holloway Environmental Solutions, LLC
2110 HOLLOWAY - BIOSOLIDS
REMOVAL - WWTP
Paid by Check #39924 12/31/2022 01/13/2023 01/13/2023 01/13/2023 41,941.20 Vendor 1897 - Holloway Environmental Solutions, LLC Totals Invoices 1 $41,941.20 Vendor 174 - Howard's Pest Control
110542 January 2023 Paid by Check #39925 01/03/2023 01/13/2023 01/13/2023 01/13/2023 93.00 110538 Fy 22/23-Sportsplex-Pest control
serv for Sportsplex
Paid by Check #39925 01/03/2023 01/13/2023 01/13/2023 01/03/2023 01/13/2023 117.00 110551 Fy 22/23-Parks-Pest control
service for Vuich park
Paid by Check #39925 01/03/2023 01/13/2023 01/13/2023 01/03/2023 01/13/2023 75.00 110636 Fy 22/23-Parks-Pest control
service for KC park
Paid by Check #39925 01/06/2023 01/13/2023 01/13/2023 01/06/2023 01/13/2023 46.00 110539 180 W MERCED ST DINUBA
TRANSIT CENTER (Acct#:27335)
JAN 2023
Paid by Check #39925 01/03/2023 01/13/2023 01/13/2023 01/13/2023 75.00 110634 Cust No. OP1088 Paid by Check #39925 01/06/2023 01/13/2023 01/13/2023 01/13/2023 67.00 110635 PEST CONTROL SERVICES - PW Paid by Check #39925 01/06/2023 01/13/2023 01/13/2023 01/13/2023 135.00 110641 PEST CONTROL SERVICES -
WWTP
Paid by Check #39925 01/06/2023 01/13/2023 01/13/2023 01/13/2023 55.00 Vendor 174 - Howard's Pest Control Totals Invoices 8 $663.00 Vendor 974 - InfoSend, Inc.
226871 Utility Billing Print and PostageDecember 2022Paid by Check #39926 12/31/2022 01/13/2023 01/13/2023 01/13/2023 4,315.83 227930 Utility Print and Potage-January
2023 Statement
Paid by Check #39926 12/31/2022 01/13/2023 01/13/2023 01/13/2023 3,998.43 Vendor 974 - InfoSend, Inc. Totals Invoices 2 $8,314.26 Vendor 1718 - JCL Company, LLC
CEP3151225O WATER DEPT SUPPLIES Paid by Check #39927 01/03/2023 01/13/2023 01/13/2023 01/13/2023 1,310.68 Vendor 1718 - JCL Company, LLC Totals Invoices 1 $1,310.68 Vendor 1899 - Kansas City Barbeque Society
SANCT2023 Fy 22/23-SE-BBQ contest
sanctioned by KCBS
Paid by Check #39928 01/09/2023 01/13/2023 01/13/2023 01/09/2023 01/13/2023 400.00 Vendor 1899 - Kansas City Barbeque Society Totals Invoices 1 $400.00 Vendor 449 - Les Schwab Tire Centers of Central California 55100300377 BUS #14 REPLACE & ROTATE
REAR TIRES
Paid by Check #39929 01/03/2023 01/13/2023 01/13/2023 01/13/2023 1,072.40 Vendor 449 - Les Schwab Tire Centers of Central California Totals Invoices 1 $1,072.40 Run by Rosemary Silva on 01/12/2023 01:54:42 PM Page 5 of 10 Accounts Payable Invoice Report
Payment Date Range 01/07/23 - 01/13/23
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 801 - LexisNexis Mathew Bender
34545743 CA PARKERS LABOR CODE 22
ADV LEG
Paid by Check #39930 12/01/2022 01/13/2023 01/13/2023 01/13/2023 127.42 Vendor 801 - LexisNexis Mathew Bender Totals Invoices 1 $127.42 Vendor 1780 - Tim McLean
01/05/2023 Anthem Reimb 10/01/2022-
12/31/2022
Paid by Check #39931 01/05/2023 01/13/2023 01/13/2023 01/13/2023 679.14 Vendor 1780 - Tim McLean Totals Invoices 1 $679.14
Vendor 1797 - David Mendoza
01/05/2023 Anthem Reimb 12/01/2022-
12/31/2022
Paid by Check #39932 01/05/2023 01/13/2023 01/13/2023 01/13/2023 226.38 Vendor 1797 - David Mendoza Totals Invoices 1 $226.38
Vendor 160 - Mid Valley Publishing Inc.
0327218-IN 12/8 Ord. No. 2022-12 Paid by Check #39933 12/08/2022 01/13/2023 01/13/2023 01/13/2023 336.00 Vendor 160 - Mid Valley Publishing Inc. Totals Invoices 1 $336.00 Vendor 22 - Moore Twining Associates Inc.
3365331 WATER SAMPLE TESTING WWTP
- IN HOUSE
Paid by Check #39934 01/09/2023 01/13/2023 01/13/2023 01/13/2023 70.00 Vendor 22 - Moore Twining Associates Inc. Totals Invoices 1 $70.00 Vendor 1570 - Mountain Valley Environmental Services, Inc. 4042 CHIEF PLANT OPERATOR
SERVICES WWTP - FEBRUARY
2023
Paid by Check #39935 01/01/2023 01/13/2023 01/13/2023 01/13/2023 4,871.70 Vendor 1570 - Mountain Valley Environmental Services, Inc. Totals Invoices 1 $4,871.70 Vendor 142 - Office Depot BSD
284403772001 Supplies Paid by Check #39936 12/23/2022 01/13/2023 01/13/2023 01/13/2023 177.90 282410533001 fy 22/23-Parks-Office calendar for
parks yard
Paid by Check #39936 12/22/2022 01/13/2023 01/13/2023 01/05/2023 01/13/2023 27.11 282948389001 PD - Credit / Inv #282989881001 Paid by Check #39936 12/19/2022 01/13/2023 01/13/2023 01/13/2023 (28.20) 282989881001 PD - Supplies Paid by Check #39936 12/19/2022 01/13/2023 01/13/2023 01/13/2023 244.87 282958551001 PD - Supplies Paid by Check #39936 12/20/2022 01/13/2023 01/13/2023 01/13/2023 57.32 282413273001 Office Supplies - Office Depot Paid by Check #39936 12/22/2022 01/13/2023 01/13/2023 01/13/2023 43.15 Vendor 142 - Office Depot BSD Totals Invoices 6 $522.15 Vendor 1773 - Pace Supply Corp.
198248199 PACE - WATER DEPT SUPPLIES Paid by Check #39937 12/19/2022 01/13/2023 01/13/2023 01/13/2023 9,091.54 198149205-1 WATER DEPT SUPPLIES Paid by Check #39937 12/29/2022 01/13/2023 01/13/2023 01/13/2023 469.16 Vendor 1773 - Pace Supply Corp. Totals Invoices 2 $9,560.70 Run by Rosemary Silva on 01/12/2023 01:54:42 PM Page 6 of 10 Accounts Payable Invoice Report
Payment Date Range 01/07/23 - 01/13/23
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 76 - Pacific Gas & Electric
2337501511412/22 250 W SAGINAW AVE 11/30/22-
12/28/22
Paid by Check #39965 12/29/2022 01/13/2023 01/13/2023 01/13/2023 7.76 0766265341412/22 L & L 1300 ROSEMARY AVE
11/28/22-12/26/22
Paid by Check #39938 12/27/2022 01/13/2023 01/13/2023 01/13/2023 251.04 1349551825312/22 L & L 1300 SAGINAW AVE
11/28/22-12/26/22
Paid by Check #39939 12/27/2022 01/13/2023 01/13/2023 01/13/2023 17.42 5564264294012/22 L & L 11/28/22-12/26/22 Paid by Check #39940 12/27/2022 01/13/2023 01/13/2023 01/13/2023 65.08 6220088828712/22 Parks EL MONTE & MC KINLEY
11/28/22-12/26/22
Paid by Check #39941 12/27/2022 01/13/2023 01/13/2023 01/13/2023 155.62 6782667017512/22 L & L ALICE & W NORTH WAY
11/28/22-12/26/22
Paid by Check #39942 12/27/2022 01/13/2023 01/13/2023 01/13/2023 143.52 8116588543512/22 L & L 1920 E LAUREN AVE
11/28/22-12/26/22
Paid by Check #39943 12/27/2022 01/13/2023 01/13/2023 01/13/2023 54.00 0375636985012/22 N/E RD 76 & AVE 416 11/23/22-
12/22/22
Paid by Check #39944 12/23/2022 01/13/2023 01/13/2023 01/13/2023 88.81 8218800681912/22 2099 W SIERRA WAY B 11/22/22-
12/21/22
Paid by Check #39958 12/23/2022 01/13/2023 01/13/2023 01/13/2023 367.71 0418167531712/22 RD 72 & W SIERRA WAY
11/28/22-12/26/22
Paid by Check #39945 12/27/2022 01/13/2023 01/13/2023 01/13/2023 306.18 0584832101312/22 NE CRAWFORD & GERALD
11/28/22-12/26/22
Paid by Check #39946 12/27/2022 01/13/2023 01/13/2023 01/13/2023 96.17 4592247189612/22 111 N HAYES AVE 11/28/22-
12/26/22
Paid by Check #39951 12/27/2022 01/13/2023 01/13/2023 01/13/2023 22.42 5883091940112/22 188 N L ST 11/28/22-12/26/22 Paid by Check #39957 12/27/2022 01/13/2023 01/13/2023 01/13/2023 17.58 8376497226712/22 S/E COR NEWTON & DAVIS
11/28/22-12/26/22
Paid by Check #39959 12/27/2022 01/13/2023 01/13/2023 01/13/2023 105.41 8968787345812/22 651 W SAGINAW AVE 11/28/22-
12/26/22
Paid by Check #39961 12/27/2022 01/13/2023 01/13/2023 01/13/2023 176.21 3120184832712/22 7387 W SIERRA WAY AVE Paid by Check #39949 12/28/2022 01/13/2023 01/13/2023 01/13/2023 28,502.17 4751971656812/22 HAYES & EDWARDS Paid by Check #39952 12/28/2022 01/13/2023 01/13/2023 01/13/2023 31.77 4772157652912/22 ALTA & EL MONTE WAY 11/29/22
-12/27/22
Paid by Check #39953 12/28/2022 01/13/2023 01/13/2023 01/13/2023 163.10 5355488862712/22 912 N ALTA @SAGINAW & ALTA
11/29/22-12/27/22
Paid by Check #39955 12/28/2022 01/13/2023 01/13/2023 01/13/2023 63.38 5657667089912/22 NW COR ALICE & W EL MONTE
WAY 11/29/22-12/27/22
Paid by Check #39956 12/28/2022 01/13/2023 01/13/2023 01/13/2023 82.40 6657667025212/22 NW COR ALTA & RD 80 11/29/22-
12/27/22
Paid by Check #39964 12/28/2022 01/13/2023 01/13/2023 01/13/2023 64.92 8647150103012.22 ON E EL MONTE WAY & PERRY
11/29/22-12/27/22
Paid by Check #39960 12/28/2022 01/13/2023 01/13/2023 01/13/2023 61.59 1686600158512.22 2255 W EL MONTE WAY 11/30/22
-12/28/22
Paid by Check #39947 12/29/2022 01/13/2023 01/13/2023 01/13/2023 60.04 2125236871312/22 1215 W EL MONTE WAY 11/30/22
--12/28/22
Paid by Check #39948 12/29/2022 01/13/2023 01/13/2023 01/13/2023 182.40 3354641796612/22 KAMM & O ST 11/30/22-12/28/22 Paid by Check #39950 12/29/2022 01/13/2023 01/13/2023 01/13/2023 102.69 Run by Rosemary Silva on 01/12/2023 01:54:42 PM Page 7 of 10 Accounts Payable Invoice Report
Payment Date Range 01/07/23 - 01/13/23
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 5064695483912/22 CRAWFORD & EL MONTE SW
11/30/22-12/28/22
Paid by Check #39954 12/29/2022 01/13/2023 01/13/2023 01/13/2023 102.19 8981923387812/22 150 W SAGINAW AVE 11/30/22-
12/28/22
Paid by Check #39962 12/29/2022 01/13/2023 01/13/2023 01/13/2023 59.78 9237058126312/22 2813 W EL MONTE WAY 11/30/22
-12/28/22
Paid by Check #39963 12/29/2022 01/13/2023 01/13/2023 01/13/2023 126.08 Vendor 76 - Pacific Gas & Electric Totals Invoices 28 $31,477.44 Vendor 7 - Pena's Disposal Services
708220 SELF HAUL - SOLID MIXED
WASTE, YARD WASTE
Paid by Check #39966 01/02/2023 01/13/2023 01/13/2023 01/13/2023 141.48 Vendor 7 - Pena's Disposal Services Totals Invoices 1 $141.48 Vendor 1898 - Pow-R Mole Sales LLC
44497 POW-R - BORING TOOL Paid by Check #39967 12/19/2022 01/13/2023 01/13/2023 01/13/2023 7,854.87 Vendor 1898 - Pow-R Mole Sales LLC Totals Invoices 1 $7,854.87 Vendor 1836 - Quality Landscape Construction Inc.
15258 Saginaw and Euclid Basin Paid by Check #39968 01/03/2023 01/13/2023 01/13/2023 01/13/2023 6,800.00 Vendor 1836 - Quality Landscape Construction Inc. Totals Invoices 1 $6,800.00 Vendor 33 - R & S Erection of Fresno County
119699 Repairs Paid by Check #39969 11/29/2022 01/13/2023 01/13/2023 01/13/2023 393.68 Vendor 33 - R & S Erection of Fresno County Totals Invoices 1 $393.68 Vendor 46 - Self Help Enterprises
SUB-19 CDBG-CV2-3 SUB ASSISTANCE,
GENERAL ADMIN &
IMPLEMENTATION COST
Paid by Check #39970 01/09/2023 01/13/2023 01/13/2023 01/13/2023 15,076.11 Vendor 46 - Self Help Enterprises Totals Invoices 1 $15,076.11 Vendor 361 - SJVAPCD
S168529 ANNUAL PERMIT - FACILITY ID
S6533 3/1/23 - 2/29/24
Paid by Check #39971 12/30/2022 01/13/2023 01/13/2023 01/13/2023 143.00 Vendor 361 - SJVAPCD Totals Invoices 1 $143.00
Vendor 431 - Sparkletts
9406519 010123 Fy 22/23-Dept bottled water
service
Paid by Check #39972 01/01/2023 01/13/2023 01/13/2023 01/03/2023 01/13/2023 151.86 Vendor 431 - Sparkletts Totals Invoices 1 $151.86
Vendor 1081 - Statewide Traffic Safety and Signs Inc.
04010371 STREET SUPPLIES Paid by Check #39973 12/29/2022 01/13/2023 01/13/2023 01/13/2023 450.00 Vendor 1081 - Statewide Traffic Safety and Signs Inc. Totals Invoices 1 $450.00 Vendor 189 - Terminix International
Run by Rosemary Silva on 01/12/2023 01:54:42 PM Page 8 of 10 Accounts Payable Invoice Report
Payment Date Range 01/07/23 - 01/13/23
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 428532552 CH-405 E EL MONTE WAY
12/02/2022
Paid by Check #39974 12/02/2022 01/13/2023 01/13/2023 01/13/2023 66.00 Vendor 189 - Terminix International Totals Invoices 1 $66.00 Vendor 846 - Thomson Reuters - West
847663682 PD - CA Evidence Code 2023 &
CA Penal Code 2023
Paid by Check #39975 01/04/2023 01/13/2023 01/13/2023 01/13/2023 890.79 Vendor 846 - Thomson Reuters - West Totals Invoices 1 $890.79 Vendor 717 - TMI Research Services
CITYOD 22-12-31B Fy 22/23-CS-Pre-employment
background for Torres (YS)
Paid by Check #39976 12/31/2022 01/13/2023 01/13/2023 01/04/2023 01/13/2023 60.00 Vendor 717 - TMI Research Services Totals Invoices 1 $60.00 Vendor 329 - Townsend Public Affairs
19360 CONSULTING JANUARY 2023 Paid by Check #39977 01/01/2023 01/13/2023 01/13/2023 01/13/2023 5,000.00 Vendor 329 - Townsend Public Affairs Totals Invoices 1 $5,000.00 Vendor 1633 - Toyota Industries Commercial Finance, Inc. 4003694975 POLARIS LEASE PAYMENT Paid by Check #39978 12/27/2022 01/13/2023 01/13/2023 01/13/2023 296.74 Vendor 1633 - Toyota Industries Commercial Finance, Inc. Totals Invoices 1 $296.74 Vendor 49 - Tulare County
19531 Magnetic Sign-B Prado Paid by Check #39980 12/15/2022 01/13/2023 01/13/2023 01/13/2023 10.78 IN0204734 DSC KITCHEN W/ FOOD PREP
12/1/22
Paid by Check #39979 12/05/2022 01/13/2023 01/13/2023 01/13/2023 328.00 19563 Fy 22/23-CS-engraved retirement
plaque for C.Bobst
Paid by Check #39980 01/09/2023 01/13/2023 01/13/2023 01/09/2023 01/13/2023 68.96 Vendor 49 - Tulare County Totals Invoices 3 $407.74
Vendor 296 - Tulare Kings Veterinary Emergency
187387 PD - Vet Services / K9 Zeus Paid by Check #39981 12/31/2022 01/13/2023 01/13/2023 01/13/2023 493.06 Vendor 296 - Tulare Kings Veterinary Emergency Totals Invoices 1 $493.06 Vendor 273 - US Bank
6769242 Wastewater Revenue Refunding
Bonds 2012
Paid by Check #39984 12/23/2022 01/13/2023 01/13/2023 01/13/2023 1,800.00 6769281 Successor RDA TARB 2012 Paid by Check #39983 12/23/2022 01/13/2023 01/13/2023 01/13/2023 1,650.00 6769241 Revenue Refunding Bond 2012 Paid by Check #39982 12/23/2023 01/13/2023 01/13/2023 01/13/2023 1,650.00 8693601312252 PW Fuel for December 2022 Paid by Check #39985 12/24/2022 01/13/2023 01/13/2023 01/13/2023 109.16 Vendor 273 - US Bank Totals Invoices 4 $5,209.16
Vendor 154 - USA Bluebook
208384 WATER DEPT SUPPLIES Paid by Check #39986 12/16/2022 01/13/2023 01/13/2023 01/13/2023 1,507.17 213690 WWTP SUPPLIES Paid by Check #39986 12/22/2022 01/13/2023 01/13/2023 01/13/2023 154.21 Run by Rosemary Silva on 01/12/2023 01:54:42 PM Page 9 of 10 Accounts Payable Invoice Report
Payment Date Range 01/07/23 - 01/13/23
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 154 - USA Bluebook Totals Invoices 2 $1,661.38
Vendor 359 - Valero Marketing & Supply Company
86386268 December 2022 Paid by EFT #2264 01/06/2023 01/13/2023 01/13/2023 01/13/2023 7,273.89 86375420 PW Fuel for December 2022 Paid by EFT #2265 01/06/2023 01/13/2023 01/13/2023 01/13/2023 10,605.12 Vendor 359 - Valero Marketing & Supply Company Totals Invoices 2 $17,879.01 Vendor 403 - Visalia Times-Delta
TD0054706 01/23 PD - January 2023 Service Paid by Check #39987 01/01/2023 01/13/2023 01/13/2023 01/13/2023 30.00 Vendor 403 - Visalia Times-Delta Totals Invoices 1 $30.00 Vendor 1613 - Water Environment Federation
000296254 WEF MEMBERSHIP 3/1/23-
2/29/2024
Paid by Check #39988 01/10/2023 01/13/2023 01/13/2023 01/13/2023 342.00 Vendor 1613 - Water Environment Federation Totals Invoices 1 $342.00 Vendor 1900 - Vincent Yau
DHS122322 Vincent Yau Design DHS Canopy Paid by Check #39989 12/23/2022 01/13/2023 01/13/2023 01/13/2023 680.00 Vendor 1900 - Vincent Yau Totals Invoices 1 $680.00
Vendor 584 - Christopher Zuniga
BOOT REIM CZ 232 BOOT ALLOWANCE FY 2223 Paid by Check #39990 01/09/2023 01/13/2023 01/13/2023 01/13/2023 139.99 Vendor 584 - Christopher Zuniga Totals Invoices 1 $139.99 Vendor 209 - Zweigle Septic Service
38095 Fy 22/23-Parks-Portable toilet
rental & cleaning @ ent plaza
Paid by Check #39991 12/31/2022 01/13/2023 01/13/2023 01/03/2023 01/13/2023 500.00 Vendor 209 - Zweigle Septic Service Totals Invoices 1 $500.00 Vendor Rakkar Development and Construction
2022-704 REFUND OF PERMIT FEES -MPU Paid by Check #39992 01/10/2023 01/13/2023 01/13/2023 01/13/2023 119.00 Vendor Rakkar Development and Construction Totals Invoices 1 $119.00 Grand Totals Invoices 144 $1,750,001.98
Run by Rosemary Silva on 01/12/2023 01:54:42 PM Page 10 of 10 Accounts Payable Invoice Report
Payment Date Range 01/07/23 - 01/13/23
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 206 - ADT Security Services, Inc.
966330119 Fy 22/23-CS-Qtrly pymnt 2/1/23-
4/30/23
Paid by Check #40009 01/04/2023 01/20/2023 01/20/2023 01/10/2023 01/20/2023 172.44 966300926 SECURITY SERVICES FOR 110 S
COLLEGE
Paid by Check #40009 01/04/2023 01/20/2023 01/20/2023 01/20/2023 196.35 966330109 SECURITY SERVICES FOR WWTP Paid by Check #40009 01/04/2023 01/20/2023 01/20/2023 01/20/2023 203.61 Vendor 206 - ADT Security Services, Inc. Totals Invoices 3 $572.40 Vendor 263 - Advantek Benefit Administrators
2301 0011 January 2023 Paid by Check #40010 01/10/2023 01/20/2023 01/20/2023 01/20/2023 76,037.47 Vendor 263 - Advantek Benefit Administrators Totals Invoices 1 $76,037.47 Vendor 1720 - Agee Construction Corporation
22-15.02 Lot at Ave 420 Cleanup performed Paid by Check #40011 01/11/2023 01/20/2023 01/20/2023 01/20/2023 2,576.46 Vendor 1720 - Agee Construction Corporation Totals Invoices 1 $2,576.46 Vendor 1895 - Allbritten, The Barefoot Plumber
119516918 HVAC Replacement Server Room Paid by Check #40012 01/10/2023 01/20/2023 01/20/2023 01/20/2023 9,861.00 118455292 HVAC Replacement Council &
Mayor's Room
Paid by Check #40012 01/11/2023 01/20/2023 01/20/2023 01/20/2023 44,141.00 Vendor 1895 - Allbritten, The Barefoot Plumber Totals Invoices 2 $54,002.00 Vendor 320 - American River College District
SRPSTC 2023 PD - Traffic Collision Investigation
Training - Miguel Lopez
Paid by Check #40013 01/11/2023 01/20/2023 01/20/2023 01/20/2023 193.00 Vendor 320 - American River College District Totals Invoices 1 $193.00 Vendor 351 - Anthem Blue Cross
000266924092 ROBERTS 102A78783 02/01/23-
02/28/23
Paid by Check #40015 01/04/2023 01/20/2023 01/20/2023 01/20/2023 94.50 000266927533 HARMAN 532W04713 02/01/23-
02/28/23
Paid by Check #40014 01/04/2023 01/20/2023 01/20/2023 01/20/2023 94.50 Vendor 351 - Anthem Blue Cross Totals Invoices 2 $189.00 Vendor 21 - Aramark Uniform Services Inc.
5031123436 Fy 22/23-Parks-Uniforms for the
week of 1/11/23
Paid by Check #40016 01/11/2023 01/20/2023 01/20/2023 01/17/2023 01/20/2023 59.25 Vendor 21 - Aramark Uniform Services Inc. Totals Invoices 1 $59.25 Vendor 1505 - ArchiveSocial, Inc.
24994 Social Media Archiving
Subscription
Paid by Check #40017 12/01/2022 01/20/2023 01/20/2023 01/20/2023 2,241.00 Vendor 1505 - ArchiveSocial, Inc. Totals Invoices 1 $2,241.00 Vendor 17 - AT&T
939105447601/23 Telephone 12/10/22-01/09/23 Paid by Check #40026 01/10/2023 01/20/2023 01/20/2023 01/20/2023 24.08 Run by Rosemary Silva on 01/19/2023 12:41:53 PM Page 1 of 15 Accounts Payable Invoice Report
Payment Date Range 01/14/23 - 01/20/23
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 939105446101/23 Telephone 12/11/22-01/10/23 Paid by Check #40023 01/11/2023 01/20/2023 01/20/2023 01/20/2023 24.04 939105446601/23 Telephone 12/11/22-01/10/23 Paid by Check #40024 01/11/2023 01/20/2023 01/20/2023 01/20/2023 24.04 939105446701/23 Telephone 12/11/22-01/10/23 Paid by Check #40025 01/11/2023 01/20/2023 01/20/2023 01/20/2023 46.40 939105475601/23 Telephone 12/11/22-01/10/23 Paid by Check #40027 01/11/2023 01/20/2023 01/20/2023 01/20/2023 385.46 9391054470 1/23 1/10/2023 Paid by Check #40020 01/11/2023 01/20/2023 01/20/2023 01/20/2023 24.04 9391054471 1/23 1/10/2023 Paid by Check #40021 01/11/2023 01/20/2023 01/20/2023 01/20/2023 24.04 9391054479 1/23 1/10/2023 Paid by Check #40022 01/11/2023 01/20/2023 01/20/2023 01/20/2023 24.04 9391054742 1/23 1/10/2023 Paid by Check #40019 01/11/2023 01/20/2023 01/20/2023 01/20/2023 114.03 559596064912/22 PW - telephone 12/26/22-
01/25/23
Paid by Check #40018 12/26/2022 01/20/2023 01/20/2023 01/20/2023 2,206.24 Vendor 17 - AT&T Totals Invoices 10 $2,896.41
Vendor 1070 - Belmont Nursery, Inc.
1-206-221221-004 DALLAS RED Paid by Check #40028 12/21/2022 01/20/2023 01/20/2023 01/20/2023 215.95 Vendor 1070 - Belmont Nursery, Inc. Totals Invoices 1 $215.95 Vendor 116 - BSK Analytical Laboratories
AG00584 WATER SAMPLE TESTING -
WATER DEPT
Paid by Check #40029 01/10/2023 01/20/2023 01/20/2023 01/20/2023 176.00 AG00255 WATER SAMPLE TESTING -
WATER DEPT
Paid by Check #40029 01/13/2023 01/20/2023 01/20/2023 01/20/2023 176.00 AG00837 WATER SAMPLE TESTING -
WATER DEPT
Paid by Check #40029 01/16/2023 01/20/2023 01/20/2023 01/20/2023 176.00 Vendor 116 - BSK Analytical Laboratories Totals Invoices 3 $528.00 Vendor 364 - California Building Standards Commission
OCT-DEC22BS 2ND QTR BUILDING STANDARDS
PAYMENT 22/23
Paid by Check #40030 01/13/2023 01/20/2023 01/20/2023 01/20/2023 232.20 Vendor 364 - California Building Standards Commission Totals Invoices 1 $232.20 Vendor 1192 - California Industrial Rubber Co.
F-084836 2" PUMP FOR SCUM WELLS AT
CLARIFIERS
Paid by Check #40031 12/30/2022 01/20/2023 01/20/2023 01/20/2023 1,403.28 Vendor 1192 - California Industrial Rubber Co. Totals Invoices 1 $1,403.28 Vendor 381 - Cen Cal Distributing Inc.
293848 10/01/2022 delivery charge Paid by Check #40032 10/01/2022 01/20/2023 01/20/2023 01/20/2023 4.95 293849 10/13/2022 water delivery Paid by Check #40032 10/13/2022 01/20/2023 01/20/2023 01/20/2023 76.00 297998 12/01/2022 delivery charge Paid by Check #40032 12/01/2022 01/20/2023 01/20/2023 01/20/2023 4.95 FC 15230 Finance charge Paid by Check #40032 12/06/2022 01/20/2023 01/20/2023 01/20/2023 2.18 297999 12/19/2022 water delivery Paid by Check #40032 12/19/2022 01/20/2023 01/20/2023 01/20/2023 47.50 Vendor 381 - Cen Cal Distributing Inc. Totals Invoices 5 $135.58 Vendor 903 - Central Valley Fire Prevention Officers Assoc. 2023 Bear and Lopez Paid by Check #40033 01/13/2023 01/20/2023 01/20/2023 01/20/2023 60.00 Run by Rosemary Silva on 01/19/2023 12:41:53 PM Page 2 of 15 Accounts Payable Invoice Report
Payment Date Range 01/14/23 - 01/20/23
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 903 - Central Valley Fire Prevention Officers Assoc. Totals Invoices 1 $60.00 Vendor 333 - Cintas Corporation No. 2
4139169279 Contractual Paid by Check #40034 12/01/2022 01/20/2023 01/20/2023 01/20/2023 142.87 4139169402 Contractual Paid by Check #40034 12/01/2022 01/20/2023 01/20/2023 01/20/2023 166.50 4139169515 Contractual Paid by Check #40034 12/01/2022 01/20/2023 01/20/2023 01/20/2023 738.71 4139691110 Contractual Paid by Check #40034 12/07/2022 01/20/2023 01/20/2023 01/20/2023 66.68 4139691190 Contractual Paid by Check #40034 12/07/2022 01/20/2023 01/20/2023 01/20/2023 105.88 4139691192 Contractual Paid by Check #40034 12/07/2022 01/20/2023 01/20/2023 01/20/2023 259.36 4139691499 Contractual Paid by Check #40034 12/07/2022 01/20/2023 01/20/2023 01/20/2023 253.43 4139836689 Contractual Paid by Check #40034 12/08/2022 01/20/2023 01/20/2023 01/20/2023 166.50 4139836737 Contractual Paid by Check #40034 12/08/2022 01/20/2023 01/20/2023 01/20/2023 142.87 4139836861 Contractual Paid by Check #40034 12/08/2022 01/20/2023 01/20/2023 01/20/2023 816.14 4140393685 Contractual Paid by Check #40034 12/14/2022 01/20/2023 01/20/2023 01/20/2023 24.33 4140393732 Contractual Paid by Check #40034 12/14/2022 01/20/2023 01/20/2023 01/20/2023 280.97 4140393740 Contractual Paid by Check #40034 12/14/2022 01/20/2023 01/20/2023 01/20/2023 106.49 4140393769 Contractual Paid by Check #40034 12/14/2022 01/20/2023 01/20/2023 01/20/2023 102.83 4140393797 Contractual Paid by Check #40034 12/14/2022 01/20/2023 01/20/2023 01/20/2023 206.41 4140394037 Contractual Paid by Check #40034 12/14/2022 01/20/2023 01/20/2023 01/20/2023 253.64 4140548727 Contractual Paid by Check #40034 12/15/2022 01/20/2023 01/20/2023 01/20/2023 166.92 4140548729 Contractual Paid by Check #40034 12/15/2022 01/20/2023 01/20/2023 01/20/2023 142.87 4140549087 Contractual Paid by Check #40034 12/15/2022 01/20/2023 01/20/2023 01/20/2023 919.21 4141105656 Contractual Paid by Check #40034 12/21/2022 01/20/2023 01/20/2023 01/20/2023 259.36 4141105669 Contractual Paid by Check #40034 12/21/2022 01/20/2023 01/20/2023 01/20/2023 66.68 4141105744 Contractual Paid by Check #40034 12/21/2022 01/20/2023 01/20/2023 01/20/2023 133.60 4141105899 Contractual Paid by Check #40034 12/21/2022 01/20/2023 01/20/2023 01/20/2023 275.66 4141266866 Contractual Paid by Check #40034 12/22/2022 01/20/2023 01/20/2023 01/20/2023 142.87 4141266874 Contractual Paid by Check #40034 12/22/2022 01/20/2023 01/20/2023 01/20/2023 166.50 4141266981 Contractual Paid by Check #40034 12/22/2022 01/20/2023 01/20/2023 01/20/2023 895.05 4141696161 Contractual Paid by Check #40034 12/28/2022 01/20/2023 01/20/2023 01/20/2023 280.97 4141696208 Contractual Paid by Check #40034 12/28/2022 01/20/2023 01/20/2023 01/20/2023 24.33 4141696270 Contractual Paid by Check #40034 12/28/2022 01/20/2023 01/20/2023 01/20/2023 205.58 4141696295 Contractual Paid by Check #40034 12/28/2022 01/20/2023 01/20/2023 01/20/2023 109.57 4141696304 Contractual Paid by Check #40034 12/28/2022 01/20/2023 01/20/2023 01/20/2023 105.88 4141696535 Contractual Paid by Check #40034 12/28/2022 01/20/2023 01/20/2023 01/20/2023 231.42 4141875034 Contractual Paid by Check #40034 12/29/2022 01/20/2023 01/20/2023 01/20/2023 166.50 4141875062 Contractual Paid by Check #40034 12/29/2022 01/20/2023 01/20/2023 01/20/2023 142.87 4141875262 Contractual Paid by Check #40034 12/29/2022 01/20/2023 01/20/2023 01/20/2023 738.71 Vendor 333 - Cintas Corporation No. 2 Totals Invoices 35 $9,008.16 Vendor 972 - City of Sanger
IGT 60 - Dinuba December 2022 Paid by Check #40035 01/09/2023 01/20/2023 01/20/2023 01/20/2023 429.80 Run by Rosemary Silva on 01/19/2023 12:41:53 PM Page 3 of 15 Accounts Payable Invoice Report
Payment Date Range 01/14/23 - 01/20/23
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 972 - City of Sanger Totals Invoices 1 $429.80
Vendor 170 - Comcast
0160181 01/07/23 1088 E KAMM AVE 01/11/23-
02/10/23
Paid by Check #40036 01/07/2023 01/20/2023 01/20/2023 01/20/2023 36.93 Vendor 170 - Comcast Totals Invoices 1 $36.93
Vendor 232 - Courier Printing and Village Printer
C26496 AP ENVELOPES Paid by Check #40037 01/18/2023 01/20/2023 01/20/2023 01/20/2023 678.13 Vendor 232 - Courier Printing and Village Printer Totals Invoices 1 $678.13 Vendor 1576 - Creative Asphalt, Inc.
8106 ASPHAL REPAIRS - WHITTAKER,
ADELAIDE, GOLDEN, KELLY
Paid by Check #40038 01/03/2023 01/20/2023 01/20/2023 01/20/2023 2,980.00 Vendor 1576 - Creative Asphalt, Inc. Totals Invoices 1 $2,980.00 Vendor 720 - Dell Marketing L.P.
10641956324 PD - DELL Laptops / Iriarte &
Trevino
Paid by Check #40039 12/30/2022 01/20/2023 01/20/2023 01/20/2023 3,021.06 Vendor 720 - Dell Marketing L.P. Totals Invoices 1 $3,021.06 Vendor 71 - Department of Conservation
OCT-DEC2223 SMIP 2ND QTR SMIP PAYMENT 22/23 Paid by Check #40040 01/13/2023 01/20/2023 01/20/2023 01/20/2023 650.79 Vendor 71 - Department of Conservation Totals Invoices 1 $650.79 Vendor 30 - Dinuba Chamber of Commerce
Payment #2 22/23 October 2022-December 2022 Paid by Check #40041 01/06/2023 01/20/2023 01/20/2023 01/20/2023 5,453.57 Vendor 30 - Dinuba Chamber of Commerce Totals Invoices 1 $5,453.57 Vendor 4 - Dinuba Lumber Company
526898 Maintenance Paid by Check #40042 12/01/2002 01/20/2023 01/20/2023 01/20/2023 21.15 526644 Maintenance Paid by Check #40042 12/01/2022 01/20/2023 01/20/2023 01/20/2023 62.41 526662 Maintenance Paid by Check #40042 12/01/2022 01/20/2023 01/20/2023 01/20/2023 56.60 526673 Maintenance Paid by Check #40042 12/01/2022 01/20/2023 01/20/2023 01/20/2023 24.87 526710 Maintenance Paid by Check #40042 12/01/2022 01/20/2023 01/20/2023 01/20/2023 100.30 526759 Maintenance Paid by Check #40042 12/01/2022 01/20/2023 01/20/2023 01/20/2023 26.30 526766 Maintenance Paid by Check #40042 12/01/2022 01/20/2023 01/20/2023 01/20/2023 10.24 526864 Maintenance Paid by Check #40042 12/01/2022 01/20/2023 01/20/2023 01/20/2023 39.61 526878 Maintenance Paid by Check #40042 12/01/2022 01/20/2023 01/20/2023 01/20/2023 27.61 526897 Maintenance Paid by Check #40042 12/01/2022 01/20/2023 01/20/2023 01/20/2023 40.99 527113 Maintenance Paid by Check #40042 12/02/2022 01/20/2023 01/20/2023 01/20/2023 28.31 527123 Maintenance Paid by Check #40042 12/02/2022 01/20/2023 01/20/2023 01/20/2023 58.64 527156 Maintenance Paid by Check #40042 12/02/2022 01/20/2023 01/20/2023 01/20/2023 29.16 527179 Maintenance Paid by Check #40042 12/02/2022 01/20/2023 01/20/2023 01/20/2023 25.38 527180 Maintenance Paid by Check #40042 12/02/2022 01/20/2023 01/20/2023 01/20/2023 30.26 Run by Rosemary Silva on 01/19/2023 12:41:53 PM Page 4 of 15 Accounts Payable Invoice Report
Payment Date Range 01/14/23 - 01/20/23
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 527187 Maintenance Paid by Check #40042 12/02/2022 01/20/2023 01/20/2023 01/20/2023 34.85 527204 Maintenance Paid by Check #40042 12/02/2022 01/20/2023 01/20/2023 01/20/2023 7.31 527392 Maintenance Paid by Check #40042 12/02/2022 01/20/2023 01/20/2023 01/20/2023 25.38 527494 Maintenance Paid by Check #40042 12/03/2022 01/20/2023 01/20/2023 01/20/2023 20.50 527505 Maintenance Paid by Check #40042 12/03/2022 01/20/2023 01/20/2023 01/20/2023 27.33 527736 Maintenance Paid by Check #40042 12/03/2022 01/20/2023 01/20/2023 01/20/2023 45.69 527971 Maintenance Paid by Check #40042 12/04/2022 01/20/2023 01/20/2023 01/20/2023 20.44 528244 Maintenance Paid by Check #40042 12/05/2022 01/20/2023 01/20/2023 01/20/2023 19.51 528273 Maintenance Paid by Check #40042 12/05/2022 01/20/2023 01/20/2023 01/20/2023 11.34 528424 Maintenance Paid by Check #40042 12/05/2022 01/20/2023 01/20/2023 01/20/2023 6.21 528692 Maintenance Paid by Check #40042 12/06/2022 01/20/2023 01/20/2023 01/20/2023 27.31 528763 Maintenance Paid by Check #40042 12/06/2022 01/20/2023 01/20/2023 01/20/2023 31.20 528806 Maintenance Paid by Check #40042 12/06/2022 01/20/2023 01/20/2023 01/20/2023 1.55 528861 Maintenance Paid by Check #40042 12/06/2022 01/20/2023 01/20/2023 01/20/2023 8.77 528884 Maintenance Paid by Check #40042 12/06/2022 01/20/2023 01/20/2023 01/20/2023 16.96 528886 Maintenance Paid by Check #40042 12/06/2022 01/20/2023 01/20/2023 01/20/2023 22.22 529097 Maintenance Paid by Check #40042 12/07/2022 01/20/2023 01/20/2023 01/20/2023 7.80 529130 Maintenance Paid by Check #40042 12/07/2022 01/20/2023 01/20/2023 01/20/2023 94.19 529139 Maintenance Paid by Check #40042 12/07/2022 01/20/2023 01/20/2023 01/20/2023 28.31 529207 Maintenance Paid by Check #40042 12/07/2022 01/20/2023 01/20/2023 01/20/2023 77.12 529208 Maintenance Paid by Check #40042 12/07/2022 01/20/2023 01/20/2023 01/20/2023 (14.15) 529209 Maintenance Paid by Check #40042 12/07/2022 01/20/2023 01/20/2023 01/20/2023 235.45 529211 Maintenance Paid by Check #40042 12/07/2022 01/20/2023 01/20/2023 01/20/2023 90.78 529224 Maintenance Paid by Check #40042 12/07/2022 01/20/2023 01/20/2023 01/20/2023 15.60 529399 Maintenance Paid by Check #40042 12/07/2022 01/20/2023 01/20/2023 01/20/2023 18.73 529555 Maintenance Paid by Check #40042 12/08/2022 01/20/2023 01/20/2023 01/20/2023 35.22 529614 Maintenance Paid by Check #40042 12/08/2022 01/20/2023 01/20/2023 01/20/2023 4.19 529827 Maintenance Paid by Check #40042 12/08/2022 01/20/2023 01/20/2023 01/20/2023 8.35 529855 Maintenance Paid by Check #40042 12/08/2022 01/20/2023 01/20/2023 01/20/2023 17.36 530041 Maintenance Paid by Check #40042 12/09/2022 01/20/2023 01/20/2023 01/20/2023 48.81 530180 Maintenance Paid by Check #40042 12/09/2022 01/20/2023 01/20/2023 01/20/2023 205.05 530219 Maintenance Paid by Check #40042 12/09/2022 01/20/2023 01/20/2023 01/20/2023 7.04 530220 Maintenance Paid by Check #40042 12/09/2022 01/20/2023 01/20/2023 01/20/2023 7.04 530273 Maintenance Paid by Check #40042 12/09/2022 01/20/2023 01/20/2023 01/20/2023 6.82 530280 Maintenance Paid by Check #40042 12/09/2022 01/20/2023 01/20/2023 01/20/2023 42.63 531067 Maintenance Paid by Check #40042 12/12/2022 01/20/2023 01/20/2023 01/20/2023 14.61 531093 Maintenance Paid by Check #40042 12/12/2022 01/20/2023 01/20/2023 01/20/2023 95.53 531314 Maintenance Paid by Check #40042 12/12/2022 01/20/2023 01/20/2023 01/20/2023 24.59 531366 Maintenance Paid by Check #40042 12/12/2022 01/20/2023 01/20/2023 01/20/2023 23.43 531381 Maintenance Paid by Check #40042 12/12/2022 01/20/2023 01/20/2023 01/20/2023 36.10 531405 Maintenance Paid by Check #40042 12/12/2022 01/20/2023 01/20/2023 01/20/2023 6.62 531407 Maintenance Paid by Check #40042 12/12/2022 01/20/2023 01/20/2023 01/20/2023 48.62 Run by Rosemary Silva on 01/19/2023 12:41:53 PM Page 5 of 15 Accounts Payable Invoice Report
Payment Date Range 01/14/23 - 01/20/23
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 531427 Maintenance Paid by Check #40042 12/12/2022 01/20/2023 01/20/2023 01/20/2023 8.77 531586 Maintenance Paid by Check #40042 12/13/2022 01/20/2023 01/20/2023 01/20/2023 12.77 531595 Maintenance Paid by Check #40042 12/13/2022 01/20/2023 01/20/2023 01/20/2023 9.75 531607 Maintenance Paid by Check #40042 12/13/2022 01/20/2023 01/20/2023 01/20/2023 64.43 531617 Maintenance Paid by Check #40042 12/13/2022 01/20/2023 01/20/2023 01/20/2023 18.53 531690 Maintenance Paid by Check #40042 12/13/2022 01/20/2023 01/20/2023 01/20/2023 23.40 531715 Maintenance Paid by Check #40042 12/13/2022 01/20/2023 01/20/2023 01/20/2023 14.34 531826 Maintenance Paid by Check #40042 12/13/2022 01/20/2023 01/20/2023 01/20/2023 69.37 531874 Maintenance Paid by Check #40042 12/13/2022 01/20/2023 01/20/2023 01/20/2023 7.80 532103 Maintenance Paid by Check #40042 12/14/2022 01/20/2023 01/20/2023 01/20/2023 23.32 532115 Maintenance Paid by Check #40042 12/14/2022 01/20/2023 01/20/2023 01/20/2023 20.27 532299 Maintenance Paid by Check #40042 12/14/2022 01/20/2023 01/20/2023 01/20/2023 43.03 532519 Maintenance Paid by Check #40042 12/15/2022 01/20/2023 01/20/2023 01/20/2023 15.61 532569 Maintenance Paid by Check #40042 12/15/2022 01/20/2023 01/20/2023 01/20/2023 9.94 532730 Maintenance Paid by Check #40042 12/15/2022 01/20/2023 01/20/2023 01/20/2023 30.26 532911 Maintenance Paid by Check #40042 12/16/2022 01/20/2023 01/20/2023 01/20/2023 18.25 532918 Maintenance Paid by Check #40042 12/16/2022 01/20/2023 01/20/2023 01/20/2023 43.68 533020 Maintenance Paid by Check #40042 12/16/2022 01/20/2023 01/20/2023 01/20/2023 (14.19) 533126 Maintenance Paid by Check #40042 12/16/2022 01/20/2023 01/20/2023 01/20/2023 20.50 533144 Maintenance Paid by Check #40042 12/16/2022 01/20/2023 01/20/2023 01/20/2023 3.90 533205 Maintenance Paid by Check #40042 12/16/2022 01/20/2023 01/20/2023 01/20/2023 209.47 533403 Maintenance Paid by Check #40042 12/17/2022 01/20/2023 01/20/2023 01/20/2023 37.43 533564 Maintenance Paid by Check #40042 12/17/2022 01/20/2023 01/20/2023 01/20/2023 31.95 534010 Maintenance Paid by Check #40042 12/19/2022 01/20/2023 01/20/2023 01/20/2023 78.01 534020 Maintenance Paid by Check #40042 12/19/2022 01/20/2023 01/20/2023 01/20/2023 34.17 534026 Maintenance Paid by Check #40042 12/19/2022 01/20/2023 01/20/2023 01/20/2023 15.52 534428 Maintenance Paid by Check #40042 12/20/2022 01/20/2023 01/20/2023 01/20/2023 27.31 534447 Maintenance Paid by Check #40042 12/20/2022 01/20/2023 01/20/2023 01/20/2023 8.39 534467 Maintenance Paid by Check #40042 12/20/2022 01/20/2023 01/20/2023 01/20/2023 82.99 534625 Maintenance Paid by Check #40042 12/20/2022 01/20/2023 01/20/2023 01/20/2023 5.74 534636 Maintenance Paid by Check #40042 12/20/2022 01/20/2023 01/20/2023 01/20/2023 3.31 534657 Maintenance Paid by Check #40042 12/20/2022 01/20/2023 01/20/2023 01/20/2023 2.24 534680 Maintenance Paid by Check #40042 12/20/2022 01/20/2023 01/20/2023 01/20/2023 19.48 534739 Maintenance Paid by Check #40042 12/20/2022 01/20/2023 01/20/2023 01/20/2023 37.96 534776 Maintenance Paid by Check #40042 12/20/2022 01/20/2023 01/20/2023 01/20/2023 39.03 534867 Maintenance Paid by Check #40042 12/21/2022 01/20/2023 01/20/2023 01/20/2023 69.77 534870 Maintenance Paid by Check #40042 12/21/2022 01/20/2023 01/20/2023 01/20/2023 40.21 534871 Maintenance Paid by Check #40042 12/21/2022 01/20/2023 01/20/2023 01/20/2023 87.46 534899 Maintenance Paid by Check #40042 12/21/2022 01/20/2023 01/20/2023 01/20/2023 6.73 534945 Maintenance Paid by Check #40042 12/21/2022 01/20/2023 01/20/2023 01/20/2023 11.20 535038 Maintenance Paid by Check #40042 12/21/2022 01/20/2023 01/20/2023 01/20/2023 60.18 535044 Maintenance Paid by Check #40042 12/21/2022 01/20/2023 01/20/2023 01/20/2023 28.30 Run by Rosemary Silva on 01/19/2023 12:41:53 PM Page 6 of 15 Accounts Payable Invoice Report
Payment Date Range 01/14/23 - 01/20/23
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 535309 Maintenance Paid by Check #40042 12/22/2022 01/20/2023 01/20/2023 01/20/2023 5.46 535313 Maintenance Paid by Check #40042 12/22/2022 01/20/2023 01/20/2023 01/20/2023 5.56 535452 Maintenance Paid by Check #40042 12/22/2022 01/20/2023 01/20/2023 01/20/2023 24.40 536662 Maintenance Paid by Check #40042 12/27/2022 01/20/2023 01/20/2023 01/20/2023 9.36 536677 Maintenance Paid by Check #40042 12/27/2022 01/20/2023 01/20/2023 01/20/2023 23.41 536681 Maintenance Paid by Check #40042 12/27/2022 01/20/2023 01/20/2023 01/20/2023 57.37 536684 Maintenance Paid by Check #40042 12/27/2022 01/20/2023 01/20/2023 01/20/2023 6.43 536720 Maintenance Paid by Check #40042 12/27/2022 01/20/2023 01/20/2023 01/20/2023 25.38 536728 Maintenance Paid by Check #40042 12/27/2022 01/20/2023 01/20/2023 01/20/2023 27.97 536852 Maintenance Paid by Check #40042 12/27/2022 01/20/2023 01/20/2023 01/20/2023 11.71 536864 Maintenance Paid by Check #40042 12/27/2022 01/20/2023 01/20/2023 01/20/2023 6.39 536927 Maintenance Paid by Check #40042 12/27/2022 01/20/2023 01/20/2023 01/20/2023 40.03 537002 Maintenance Paid by Check #40042 12/28/2022 01/20/2023 01/20/2023 01/20/2023 62.47 537008 Maintenance Paid by Check #40042 12/28/2022 01/20/2023 01/20/2023 01/20/2023 7.80 537037 Maintenance Paid by Check #40042 12/28/2022 01/20/2023 01/20/2023 01/20/2023 2.83 537072 Maintenance Paid by Check #40042 12/28/2022 01/20/2023 01/20/2023 01/20/2023 171.44 537308 Maintenance Paid by Check #40042 12/28/2022 01/20/2023 01/20/2023 01/20/2023 26.67 537319 Maintenance Paid by Check #40042 12/28/2022 01/20/2023 01/20/2023 01/20/2023 188.82 537384 Maintenance Paid by Check #40042 12/28/2022 01/20/2023 01/20/2023 01/20/2023 8.96 537477 Maintenance Paid by Check #40042 12/28/2022 01/20/2023 01/20/2023 01/20/2023 15.12 537515 Maintenance Paid by Check #40042 12/29/2022 01/20/2023 01/20/2023 01/20/2023 9.75 537555 Maintenance Paid by Check #40042 12/29/2022 01/20/2023 01/20/2023 01/20/2023 34.17 537562 Maintenance Paid by Check #40042 12/29/2022 01/20/2023 01/20/2023 01/20/2023 9.01 537566 Maintenance Paid by Check #40042 12/29/2022 01/20/2023 01/20/2023 01/20/2023 21.50 537600 Maintenance Paid by Check #40042 12/29/2022 01/20/2023 01/20/2023 01/20/2023 143.59 537602 Maintenance Paid by Check #40042 12/29/2022 01/20/2023 01/20/2023 01/20/2023 230.89 537718 Maintenance Paid by Check #40042 12/29/2022 01/20/2023 01/20/2023 01/20/2023 5.60 537719 Maintenance Paid by Check #40042 12/29/2022 01/20/2023 01/20/2023 01/20/2023 30.73 537739 Maintenance Paid by Check #40042 12/29/2022 01/20/2023 01/20/2023 01/20/2023 14.93 537766 Maintenance Paid by Check #40042 12/29/2022 01/20/2023 01/20/2023 01/20/2023 82.99 537797 Maintenance Paid by Check #40042 12/29/2022 01/20/2023 01/20/2023 01/20/2023 3.71 537960 Maintenance Paid by Check #40042 12/30/2022 01/20/2023 01/20/2023 01/20/2023 7.80 537974 Maintenance Paid by Check #40042 12/30/2022 01/20/2023 01/20/2023 01/20/2023 70.29 537995 Maintenance Paid by Check #40042 12/30/2022 01/20/2023 01/20/2023 01/20/2023 23.75 538143 Maintenance Paid by Check #40042 12/30/2022 01/20/2023 01/20/2023 01/20/2023 24.80 538234 Maintenance Paid by Check #40042 12/30/2022 01/20/2023 01/20/2023 01/20/2023 55.84 Vendor 4 - Dinuba Lumber Company Totals Invoices 135 $4,971.75 Vendor 867 - Electric Motor Shop
3015440 POWER CABLE FOR MIXIN IN ABASIN Paid by Check #40043 12/15/2022 01/20/2023 01/20/2023 01/20/2023 2,494.11 Vendor 867 - Electric Motor Shop Totals Invoices 1 $2,494.11 Run by Rosemary Silva on 01/19/2023 12:41:53 PM Page 7 of 15 Accounts Payable Invoice Report
Payment Date Range 01/14/23 - 01/20/23
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 1504 - Fresno Roofing Company Inc.
19311C PD - Roof Leak Repairs Paid by Check #40044 01/06/2023 01/20/2023 01/20/2023 01/20/2023 1,281.26 Vendor 1504 - Fresno Roofing Company Inc. Totals Invoices 1 $1,281.26 Vendor 171 - Fruit Growers Supply Co.
92356329 Fy 22/23-Parks-Wand sprayer
complete 36"
Paid by Check #40045 01/12/2023 01/20/2023 01/20/2023 01/17/2023 01/20/2023 74.22 Vendor 171 - Fruit Growers Supply Co. Totals Invoices 1 $74.22 Vendor 1878 - Garcia, Jesse
ACLS Reimbursement Paid by Check #40046 01/17/2023 01/20/2023 01/20/2023 01/20/2023 151.00 Vendor 1878 - Garcia, Jesse Totals Invoices 1 $151.00
Vendor 18 - The Gas Company
15571580420 1/23 December 2022 Paid by Check #40054 01/09/2023 01/20/2023 01/20/2023 01/20/2023 645.89 16201580004 1/23 January 2023 Paid by Check #40053 01/09/2023 01/20/2023 01/20/2023 01/20/2023 472.88 0486158404501/23 201 N URUAPAN WAY 12/05/22-
01/05/23
Paid by Check #40048 01/09/2023 01/20/2023 01/20/2023 01/20/2023 57.79 1620156700101/23 CS 1390 E ELIZABETH WAY
12/05/22-01/05/23
Paid by Check #40049 01/09/2023 01/20/2023 01/20/2023 01/20/2023 1,114.02 0865742471201/23 NATURAL GAS VEHICLE FUEL
12/01/22-01//01/23
Paid by Check #40050 01/09/2023 01/20/2023 01/20/2023 01/20/2023 9,937.53 1285520359701/23 1088 E KAMM AVE 12/06/22-
01/06/23
Paid by Check #40051 01/09/2023 01/20/2023 01/20/2023 01/20/2023 1,001.74 1641156700701/23 110 S COLLEGE AVE 12/05/22-
01/05/23
Paid by Check #40052 01/09/2023 01/20/2023 01/20/2023 01/20/2023 62.61 168351381871/23 180 W Merced STE A Paid by Check #40047 01/09/2023 01/20/2023 01/20/2023 01/20/2023 437.68 Vendor 18 - The Gas Company Totals Invoices 8 $13,730.14 Vendor 1588 - Jonathan Gonzalez
Co Off 2A Reimbursement 08/22/22-
08/26/22
Paid by Check #40055 08/21/2022 01/20/2023 01/20/2023 01/20/2023 385.00 Co Off 2B Reimbursement 09/06/22-09/08-
22 Paid by Check #40055 08/30/2022 01/20/2023 01/20/2023 01/20/2023 46.00 Int Wildland Reimbursement 09/06/22-
09/08/22
Paid by Check #40055 08/30/2022 01/20/2023 01/20/2023 01/20/2023 92.00 Vendor 1588 - Jonathan Gonzalez Totals Invoices 3 $523.00 Vendor 68 - Grainger Inc.
9513001587 WWTP SUPPLIES Paid by Check #40056 11/14/2022 01/20/2023 01/20/2023 01/20/2023 598.18 9513927559 WWTP SUPPLIES Paid by Check #40056 11/15/2022 01/20/2023 01/20/2023 01/20/2023 1,725.83 9561016297 REPAIR PART(S) FOR PARKS
SPRAYER
Paid by Check #40056 01/03/2023 01/20/2023 01/20/2023 01/20/2023 943.64 Vendor 68 - Grainger Inc. Totals Invoices 3 $3,267.65
Run by Rosemary Silva on 01/19/2023 12:41:53 PM Page 8 of 15 Accounts Payable Invoice Report
Payment Date Range 01/14/23 - 01/20/23
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 496 - The Hanover Insurance Company
01/07/2023 RHF A044134 07/01/2022-
07/01/2023
Paid by Check #40057 01/07/2023 01/20/2023 01/20/2023 01/20/2023 12,937.80 Vendor 496 - The Hanover Insurance Company Totals Invoices 1 $12,937.80 Vendor 1718 - JCL Company, LLC
CEP3146616O FLEET SUPPLIES Paid by Check #40058 12/27/2022 01/20/2023 01/20/2023 01/20/2023 74.87 01112346663 SMALL LIGHT FOR SHOP Paid by Check #40058 01/11/2023 01/20/2023 01/20/2023 01/20/2023 179.03 Vendor 1718 - JCL Company, LLC Totals Invoices 2 $253.90 Vendor 6 - Jim Manning Dodge Inc.
156413DOR REPAIR PART(S) FOR PD 10 Paid by Check #40059 01/11/2023 01/20/2023 01/20/2023 01/20/2023 174.54 Vendor 6 - Jim Manning Dodge Inc. Totals Invoices 1 $174.54 Vendor 449 - Les Schwab Tire Centers of Central California 55100299631 2 TIRES FOR E 32 Paid by Check #40060 12/22/2022 01/20/2023 01/20/2023 01/20/2023 1,745.14 55100300668 2 TIRES FOR U 06 Paid by Check #40060 01/06/2023 01/20/2023 01/20/2023 01/20/2023 1,765.29 55100301159 2 TIRES PD 06 Paid by Check #40060 01/12/2023 01/20/2023 01/20/2023 01/20/2023 418.26 Vendor 449 - Les Schwab Tire Centers of Central California Totals Invoices 3 $3,928.69 Vendor 587 - Jacqueline Lopez
01/09/2023 CSMFO Conference 01/31/23 to
02/03/23
Paid by Check #40061 01/17/2023 01/20/2023 01/20/2023 01/20/2023 149.00 Vendor 587 - Jacqueline Lopez Totals Invoices 1 $149.00 Vendor 609 - Tim Miller
CPR,Medic 2023 Reimbursement Paid by Check #40062 01/17/2023 01/20/2023 01/20/2023 01/20/2023 330.50 Vendor 609 - Tim Miller Totals Invoices 1 $330.50
Vendor 22 - Moore Twining Associates Inc.
3365494 WATER SAMPLE TESTING WWTP
- IN HOUSE
Paid by Check #40063 01/10/2023 01/20/2023 01/20/2023 01/20/2023 108.00 3365516 WATER SAMPLE TESTING WWTP
- INDUSTRIAL
Paid by Check #40063 01/12/2023 01/20/2023 01/20/2023 01/20/2023 88.00 3365518 WATER SAMPLE TESTING WWTP
- INDUSTRIAL
Paid by Check #40063 01/12/2023 01/20/2023 01/20/2023 01/20/2023 88.00 3365530 WATER SAMPLE TESTING WWTP
- INDUSTRIAL
Paid by Check #40063 01/12/2023 01/20/2023 01/20/2023 01/20/2023 88.00 Vendor 22 - Moore Twining Associates Inc. Totals Invoices 4 $372.00 Vendor 88 - Municipal Maintenance Equipment Inc.
003965 REPAIR PART(S) FOR U 04 Paid by Check #40064 12/16/2022 01/20/2023 01/20/2023 01/20/2023 102.40 004163 REPAIR PART(S) FOR T 20 Paid by Check #40064 12/21/2022 01/20/2023 01/20/2023 01/20/2023 40.41 Vendor 88 - Municipal Maintenance Equipment Inc. Totals Invoices 2 $142.81 Vendor 894 - Musco Corporation
Run by Rosemary Silva on 01/19/2023 12:41:53 PM Page 9 of 15 Accounts Payable Invoice Report
Payment Date Range 01/14/23 - 01/20/23
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 402909 Fy 22/23-Youth Programs-KC Park
remote controller 2/23-2/24
Paid by Check #40065 01/11/2023 01/20/2023 01/20/2023 01/17/2023 01/20/2023 475.00 Vendor 894 - Musco Corporation Totals Invoices 1 $475.00 Vendor 884 - Napa Auto Parts
65660 Vehicles Paid by Check #40066 11/30/2022 01/20/2023 01/20/2023 01/20/2023 321.63 65684 Vehicles Paid by Check #40066 11/30/2022 01/20/2023 01/20/2023 01/20/2023 26.00 65686 Vehicles Paid by Check #40066 12/02/2022 01/20/2023 01/20/2023 01/20/2023 (131.77) 65831 Vehicles Paid by Check #40066 12/05/2022 01/20/2023 01/20/2023 01/20/2023 7.70 65887 Vehicles Paid by Check #40066 12/05/2022 01/20/2023 01/20/2023 01/20/2023 920.45 65918 Vehicles Paid by Check #40066 12/05/2022 01/20/2023 01/20/2023 01/20/2023 313.32 65865 Vehicles Paid by Check #40066 12/06/2022 01/20/2023 01/20/2023 01/20/2023 28.03 65943 Vehicles Paid by Check #40066 12/06/2022 01/20/2023 01/20/2023 01/20/2023 (313.32) 65959 Vehicles Paid by Check #40066 12/06/2022 01/20/2023 01/20/2023 01/20/2023 266.94 66204 Vehicles Paid by Check #40066 12/09/2022 01/20/2023 01/20/2023 01/20/2023 15.18 66324 Vehicles Paid by Check #40066 12/12/2022 01/20/2023 01/20/2023 01/20/2023 113.37 66434 Vehicles Paid by Check #40066 12/14/2022 01/20/2023 01/20/2023 01/20/2023 21.09 66637 Vehicles Paid by Check #40066 12/16/2022 01/20/2023 01/20/2023 01/20/2023 44.38 66716 Vehicles Paid by Check #40066 12/19/2022 01/20/2023 01/20/2023 01/20/2023 308.16 66723 Vehicles Paid by Check #40066 12/19/2022 01/20/2023 01/20/2023 01/20/2023 35.34 67024 Vehicles Paid by Check #40066 12/22/2022 01/20/2023 01/20/2023 01/20/2023 55.44 67343 Vehicles Paid by Check #40066 12/29/2022 01/20/2023 01/20/2023 01/20/2023 32.54 67430 Vehicles Paid by Check #40066 12/30/2022 01/20/2023 01/20/2023 01/20/2023 650.93 Vendor 884 - Napa Auto Parts Totals Invoices 18 $2,715.41 Vendor 392 - O'Reilly Auto Parts
3641-491745 Vehicles Paid by Check #40067 11/08/2022 01/20/2023 01/20/2023 01/20/2023 (22.00) 3641-495440 Vehicles Paid by Check #40067 11/29/2022 01/20/2023 01/20/2023 01/20/2023 42.36 3641-495459 Vehicles Paid by Check #40067 11/29/2022 01/20/2023 01/20/2023 01/20/2023 22.92 3641-495971 Vehicles Paid by Check #40067 12/02/2022 01/20/2023 01/20/2023 01/20/2023 12.68 3641-495983 Vehicles Paid by Check #40067 12/02/2022 01/20/2023 01/20/2023 01/20/2023 4.97 3641-496035 Vehicles Paid by Check #40067 12/02/2022 01/20/2023 01/20/2023 01/20/2023 18.64 3641-496541 Vehicles Paid by Check #40067 12/05/2022 01/20/2023 01/20/2023 01/20/2023 15.29 3641-496583 Vehicles Paid by Check #40067 12/05/2022 01/20/2023 01/20/2023 01/20/2023 273.08 3641-496694 Vehicles Paid by Check #40067 12/06/2022 01/20/2023 01/20/2023 01/20/2023 22.92 3641-496754 Vehicles Paid by Check #40067 12/06/2022 01/20/2023 01/20/2023 01/20/2023 10.24 3641-496777 Vehicles Paid by Check #40067 12/06/2022 01/20/2023 01/20/2023 01/20/2023 58.96 3641-497033 Vehicles Paid by Check #40067 12/08/2022 01/20/2023 01/20/2023 01/20/2023 43.39 3641-497059 Vehicles Paid by Check #40067 12/08/2022 01/20/2023 01/20/2023 01/20/2023 11.06 3641-497117 Vehicles Paid by Check #40067 12/08/2022 01/20/2023 01/20/2023 01/20/2023 74.69 3641-497758 Vehicles Paid by Check #40067 12/12/2022 01/20/2023 01/20/2023 01/20/2023 374.73 3641-497760 Vehicles Paid by Check #40067 12/12/2022 01/20/2023 01/20/2023 01/20/2023 79.01 Run by Rosemary Silva on 01/19/2023 12:41:53 PM Page 10 of 15 Accounts Payable Invoice Report
Payment Date Range 01/14/23 - 01/20/23
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 3641-497804 Vehicles Paid by Check #40067 12/12/2022 01/20/2023 01/20/2023 01/20/2023 46.21 3641-497936 Vehicles Paid by Check #40067 12/13/2022 01/20/2023 01/20/2023 01/20/2023 42.27 3641-497937 Vehicles Paid by Check #40067 12/13/2022 01/20/2023 01/20/2023 01/20/2023 63.21 3641-498029 Vehicles Paid by Check #40067 12/14/2022 01/20/2023 01/20/2023 01/20/2023 5.74 3641-498098 Vehicles Paid by Check #40067 12/14/2022 01/20/2023 01/20/2023 01/20/2023 14.64 3641-498253 Vehicles Paid by Check #40067 12/15/2022 01/20/2023 01/20/2023 01/20/2023 44.33 3641-498254 Vehicles Paid by Check #40067 12/15/2022 01/20/2023 01/20/2023 01/20/2023 44.33 3641-498338 Vehicles Paid by Check #40067 12/16/2022 01/20/2023 01/20/2023 01/20/2023 10.84 3641-498784 Vehicles Paid by Check #40067 12/19/2022 01/20/2023 01/20/2023 01/20/2023 151.92 3641-498788 Vehicles Paid by Check #40067 12/19/2022 01/20/2023 01/20/2023 01/20/2023 10.84 3641-498986 Vehicles Paid by Check #40067 12/20/2022 01/20/2023 01/20/2023 01/20/2023 50.07 3641-499011 Vehicles Paid by Check #40067 12/20/2022 01/20/2023 01/20/2023 01/20/2023 218.15 3641-499041 Vehicles Paid by Check #40067 12/20/2022 01/20/2023 01/20/2023 01/20/2023 44.33 3641-499086 Contractual Paid by Check #40067 12/20/2022 01/20/2023 01/20/2023 01/20/2023 (22.00) 3641-499153 Vehicles Paid by Check #40067 12/21/2022 01/20/2023 01/20/2023 01/20/2023 265.06 EB12739121 Vehicles Paid by Check #40067 12/21/2022 01/20/2023 01/20/2023 01/20/2023 (20.92) 3641-100016 Vehicles Paid by Check #40067 12/27/2022 01/20/2023 01/20/2023 01/20/2023 26.55 3641-100021 Vehicles Paid by Check #40067 12/27/2022 01/20/2023 01/20/2023 01/20/2023 .01 3641-100161 Vehicles Paid by Check #40067 12/28/2022 01/20/2023 01/20/2023 01/20/2023 188.41 3641-100179 Vehicles Paid by Check #40067 12/28/2022 01/20/2023 01/20/2023 01/20/2023 47.46 3641-100192 Vehicles Paid by Check #40067 12/28/2022 01/20/2023 01/20/2023 01/20/2023 11.48 Vendor 392 - O'Reilly Auto Parts Totals Invoices 37 $2,285.87 Vendor 142 - Office Depot BSD
282656285001 HR Office Supplies Paid by Check #40068 12/13/2022 01/20/2023 01/20/2023 01/20/2023 68.60 281760932001 Supplies Paid by Check #40068 12/28/2022 01/20/2023 01/20/2023 01/20/2023 62.15 282877579001 Fy22/23-Sportsplex-Office
supplies
Paid by Check #40068 12/30/2022 01/20/2023 01/20/2023 01/17/2023 01/20/2023 15.61 282885489001 Fy 22/23-CS-Office supplies Paid by Check #40068 12/30/2022 01/20/2023 01/20/2023 01/17/2023 01/20/2023 26.78 282885491001 Fy 22/23-CS-Office supplies Paid by Check #40068 12/30/2022 01/20/2023 01/20/2023 01/17/2023 01/20/2023 17.35 282648748001 OFFICE SUPPLIES Paid by Check #40068 01/03/2023 01/20/2023 01/20/2023 01/20/2023 69.42 282647146001 Office Supplies - Office Depot Paid by Check #40068 01/04/2023 01/20/2023 01/20/2023 01/20/2023 183.59 Vendor 142 - Office Depot BSD Totals Invoices 7 $443.50 Vendor 76 - Pacific Gas & Electric
9624769219501/23 225 S L ST 12/08/22-01/06/23 Paid by Check #40075 01/07/2023 01/20/2023 01/20/2023 01/20/2023 142.22 5751498437612.22 Parks 139 N K ST 11/30/22-
12/28/22
Paid by Check #40069 12/30/2022 01/20/2023 01/20/2023 01/20/2023 61.03 7314274871101/23 COR SNYDER-ELIZABETH
11/01/22-12/01/22
Paid by Check #40070 01/06/2023 01/20/2023 01/20/2023 01/20/2023 1,932.91 0008156345-4 2099 W SIERRA WAY B November
2022
Paid by Check #40071 12/15/2022 01/20/2023 01/20/2023 01/20/2023 158.65 0571296382512.22 PW 12/01/22-12/29/22 Paid by Check #40072 12/30/2022 01/20/2023 01/20/2023 01/20/2023 100.55 Run by Rosemary Silva on 01/19/2023 12:41:53 PM Page 11 of 15 Accounts Payable Invoice Report
Payment Date Range 01/14/23 - 01/20/23
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount 1416294094512.22 389 W EL MONTE WAY 12/01/22-
12/29/22
Paid by Check #40073 12/30/2022 01/20/2023 01/20/2023 01/20/2023 43.33 2459149581701/23 SW SW 7-16-24 11/29/22-
12/27/22
Paid by Check #40074 01/03/2023 01/20/2023 01/20/2023 01/20/2023 60.11 Vendor 76 - Pacific Gas & Electric Totals Invoices 7 $2,498.80 Vendor 265 - Pape Machinery Inc.
NM-319079-S PAPE' (1) New Hyster Forklift
H60UT
Paid by Check #40076 01/17/2023 01/20/2023 01/20/2023 01/20/2023 40,796.00 Vendor 265 - Pape Machinery Inc. Totals Invoices 1 $40,796.00 Vendor 7 - Pena's Disposal Services
1/23 for 12/22 December 2022 Monthly Disposal
Charges
Paid by Check #40077 01/17/2023 01/20/2023 01/20/2023 01/20/2023 134,774.80 February 2023 February 2023 Contract Disposal
Payment
Paid by Check #40077 02/01/2023 01/20/2023 01/20/2023 01/20/2023 60,000.00 Vendor 7 - Pena's Disposal Services Totals Invoices 2 $194,774.80 Vendor 157 - Quill Corp.
30002683 Office Supplies Paid by Check #40078 01/06/2023 01/20/2023 01/20/2023 01/20/2023 109.89 Vendor 157 - Quill Corp. Totals Invoices 1 $109.89
Vendor 9 - Quinn Company
WON50025761 PD - PD/Court Bldg. Generator
Maintenance/Repairs
Paid by Check #40079 01/10/2023 01/20/2023 01/20/2023 01/20/2023 7,761.03 Vendor 9 - Quinn Company Totals Invoices 1 $7,761.03
Vendor 350 - Ridge Creek DInuba Golf Club
158 FY 22/23-Catering for COD
Employee Xmas Luncheon on
12/14/22
Paid by Check #40080 01/10/2023 01/20/2023 01/20/2023 01/10/2023 01/20/2023 3,987.37 Vendor 350 - Ridge Creek DInuba Golf Club Totals Invoices 1 $3,987.37 Vendor 1526 - Robert Soria Trucking
15111 FILL SAND Paid by Check #40081 01/04/2023 01/20/2023 01/20/2023 01/20/2023 496.00 Vendor 1526 - Robert Soria Trucking Totals Invoices 1 $496.00 Vendor 1677 - Rodeo Wild West
065746 BOOT ALLOWANCE - DANIEL
CRUZ FY 2023 (2)
Paid by Check #40082 01/06/2023 01/20/2023 01/20/2023 01/20/2023 150.00 Vendor 1677 - Rodeo Wild West Totals Invoices 1 $150.00 Vendor 592 - JOSEPHINE ROLDAN
01/09/2023 CSMFO Conference 01/31/23 to
02/03/23
Paid by Check #40083 01/09/2023 01/20/2023 01/20/2023 01/20/2023 149.00 Vendor 592 - JOSEPHINE ROLDAN Totals Invoices 1 $149.00 Run by Rosemary Silva on 01/19/2023 12:41:53 PM Page 12 of 15 Accounts Payable Invoice Report
Payment Date Range 01/14/23 - 01/20/23
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 409 - The Shirt Shak
819 Fy 22/23-Sports ProgramsBasketball jerseys Paid by Check #40084 09/22/2022 01/20/2023 01/20/2023 01/10/2023 01/20/2023 8,903.96 953 Fy 22/23-Sports ProgramsBasketball jerseys repairsPaid by Check #40084 01/06/2023 01/20/2023 01/20/2023 01/10/2023 01/20/2023 1,661.27 Vendor 409 - The Shirt Shak Totals Invoices 2 $10,565.23 Vendor 1691 - Silver & Wright LLP
30823 740 Harvard - Services for
December 22
Paid by Check #40085 01/01/2023 01/20/2023 01/20/2023 01/20/2023 133.50 Vendor 1691 - Silver & Wright LLP Totals Invoices 1 $133.50 Vendor 1396 - Social Vocational Services, Inc.
4OL2204-IN Fy 22/23-Parks-Grounds Maint.
for December, 2022
Paid by Check #40086 12/31/2022 01/20/2023 01/20/2023 01/10/2023 01/20/2023 1,507.41 Vendor 1396 - Social Vocational Services, Inc. Totals Invoices 1 $1,507.41 Vendor 594 - Karina Solis
01/13/2023 CSMFO Conference 01/31/23 to
02/03/23
Paid by Check #40087 01/13/2023 01/20/2023 01/20/2023 01/20/2023 149.00 Vendor 594 - Karina Solis Totals Invoices 1 $149.00
Vendor 189 - Terminix International
428552855 Fy 22/23-CS-Pest control service
for rec center
Paid by Check #40088 12/16/2022 01/20/2023 01/20/2023 01/12/2023 01/20/2023 79.00 Vendor 189 - Terminix International Totals Invoices 1 $79.00 Vendor 1814 - Thomas and Associates DBA Bogie's Pump System 17080 RAIL GROMMETS Paid by Check #40089 01/04/2023 01/20/2023 01/20/2023 01/20/2023 455.70 Vendor 1814 - Thomas and Associates DBA Bogie's Pump System Totals Invoices 1 $455.70 Vendor 426 - Tioga Solar
1060286337 SOLAR PRODUCTION -
DECEMBER 2022
Paid by Check #40090 12/31/2022 01/20/2023 01/20/2023 01/20/2023 212.44 Vendor 426 - Tioga Solar Totals Invoices 1 $212.44
Vendor 561 - America Trevino
01/18/2023 Anthem Reimb 01/01/23-
01/31/23
Paid by Check #40091 01/18/2023 01/20/2023 01/20/2023 01/20/2023 203.88 Vendor 561 - America Trevino Totals Invoices 1 $203.88
Vendor 192 - UNUM Life Insurance Company of America
12/1/22-12/31/22 0537123-001 Paid by Check #40092 12/01/2022 01/20/2023 01/20/2023 01/20/2023 11,397.52 01/01/23-1/31/23 0537123-001 Paid by Check #40092 01/01/2023 01/20/2023 01/20/2023 01/20/2023 11,237.72 Vendor 192 - UNUM Life Insurance Company of America Totals Invoices 2 $22,635.24 Run by Rosemary Silva on 01/19/2023 12:41:53 PM Page 13 of 15 Accounts Payable Invoice Report
Payment Date Range 01/14/23 - 01/20/23
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 359 - Valero Marketing & Supply Company
86384908 PD - 12/07/2022 - 01/06/2023
Billing Charges
Paid by EFT #2269 01/06/2023 01/18/2023 01/18/2023 01/18/2023 9,203.34 Vendor 359 - Valero Marketing & Supply Company Totals Invoices 1 $9,203.34 Vendor 258 - Valley Power Systems, Inc.
F86091 SMOKE TEST FOR P 25 Paid by Check #40093 01/04/2023 01/20/2023 01/20/2023 01/20/2023 261.00 F86092 SMOKE TEST FOR R 05 Paid by Check #40093 01/04/2023 01/20/2023 01/20/2023 01/20/2023 170.00 F86093 SMOKE TEST FOR U 45 Paid by Check #40093 01/04/2023 01/20/2023 01/20/2023 01/20/2023 170.00 F86094 SMOKE TEST FOR U 12 Paid by Check #40093 01/04/2023 01/20/2023 01/20/2023 01/20/2023 170.00 F86097 SMOKE TEST FOR R 31 Paid by Check #40093 01/04/2023 01/20/2023 01/20/2023 01/20/2023 257.50 F86098 SMOKE TEST FOR E 32 Paid by Check #40093 01/04/2023 01/20/2023 01/20/2023 01/20/2023 170.00 F86099 SMOKE TEST FOR E 231 Paid by Check #40093 01/04/2023 01/20/2023 01/20/2023 01/20/2023 170.00 F86100 SMOKE TEST FOR E 31 Paid by Check #40093 01/04/2023 01/20/2023 01/20/2023 01/20/2023 170.00 F86101 SMOKE TEST FOR T 32 Paid by Check #40093 01/04/2023 01/20/2023 01/20/2023 01/20/2023 170.00 F86102 SMOKE TEST FOR T 31 Paid by Check #40093 01/04/2023 01/20/2023 01/20/2023 01/20/2023 170.00 F86095 SMOKE TEST FOR U 10 Paid by Check #40093 01/05/2023 01/20/2023 01/20/2023 01/20/2023 170.00 F86096 SMOKE TEST FOR U 04 Paid by Check #40093 01/05/2023 01/20/2023 01/20/2023 01/20/2023 170.00 Vendor 258 - Valley Power Systems, Inc. Totals Invoices 12 $2,218.50 Vendor 14 - W & E Electric
2212009 PAMELA BASIN NORTH LIFT
PUMP
Paid by Check #40094 12/01/2022 01/20/2023 01/20/2023 01/20/2023 300.00 2212011 PAMELA BASIN SOUTH PUMP
BAD CONTACTOR
Paid by Check #40094 12/01/2022 01/20/2023 01/20/2023 01/20/2023 100.00 2212048 VFD AT HEADWORKS Paid by Check #40094 12/01/2022 01/20/2023 01/20/2023 01/20/2023 707.83 2212012 MEET WITH CRANE TO INSTALL
4 POND MOTORS AND REMOVE 1
Paid by Check #40094 12/05/2022 01/20/2023 01/20/2023 01/20/2023 500.00 2212010 PAMELA & KELLY DR, LOCATE
BAD WIRE
Paid by Check #40094 12/06/2022 01/20/2023 01/20/2023 01/20/2023 100.00 2212008 PAMELA & KELLY DR, LOCATE
BAD WIRE
Paid by Check #40094 12/07/2022 01/20/2023 01/20/2023 01/20/2023 359.01 2212062 Davis & Newton Lift Station-Check
Pump, Found Bad VFD
Paid by Check #40094 12/15/2022 01/20/2023 01/20/2023 01/20/2023 100.00 2212088 SCREW PRESS Paid by Check #40094 12/15/2022 01/20/2023 01/20/2023 01/20/2023 150.00 2212087 Davis & Newton Lift StationReplaced Bad VFDPaid by Check #40094 12/16/2022 01/20/2023 01/20/2023 01/20/2023 1,004.89 2212090 SCREW PRESS Paid by Check #40094 12/16/2022 01/20/2023 01/20/2023 01/20/2023 434.71 2212089 WORK ON GENERATOR AFTER
POWER OUTAGE
Paid by Check #40094 12/18/2022 01/20/2023 01/20/2023 01/20/2023 150.00 2212086 MCC ROOM #2 GENERATOR Paid by Check #40094 12/19/2022 01/20/2023 01/20/2023 01/20/2023 150.00 Vendor 14 - W & E Electric Totals Invoices 12 $4,056.44 Vendor 347 - Zoll Data Systems
INV00132604 FireRMS Ent. 2/1/23 - 4/30/23 Paid by Check #40095 01/03/2023 01/20/2023 01/20/2023 01/20/2023 173.25 Run by Rosemary Silva on 01/19/2023 12:41:53 PM Page 14 of 15 Accounts Payable Invoice Report
Payment Date Range 01/14/23 - 01/20/23
Report By Vendor - Invoice
Summary Listing
Invoice Number Invoice Description Status Held Reason Invoice Date Due Date G/L Date Received Date Payment Date Invoice Net Amount Vendor 347 - Zoll Data Systems Totals Invoices 1 $173.25 Grand Totals Invoices 360 $516,618.41
Run by Rosemary Silva on 01/19/2023 12:41:53 PM Page 15 of 15 Accounts Payable Invoice Report
Payment Date Range 01/14/23 - 01/20/23
Report By Vendor - Invoice
Summary Listing
City Council Staff Report
Department: ENGINEER/PLANNING January 24, 2023
To: Mayor and City Council
From: Jason Watts, City Engineer
Subject: Adoption of City of Dinuba 2023 Public Improvement Standards (JW)
RECOMMENDATION
Council to approve the City of Dinuba 2023 Public Improvement Standards and authorize the City Engineer and Public Works Director to sign and publish the document.
EXECUTIVE SUMMARY
The City of Dinuba has established a set of standard Public Improvement Standards to ensure public facilities are properly designed, constructed, maintained, and are uniform throughout the City. The standards contain technical drawings for implementing public capital improvement projects (CIP) and development projects within the city.
The current version of the Public Improvement Standards was approved in 2007 and is outdated and in need of an update. The purpose of the City Public Improvement Standards update is to ensure that the standards comply with current codes and regulations, as well as simplify the standards to provide more efficient maintenance by Public Works staff.
OUTSTANDING ISSUES
None
DISCUSSION
New laws and regulations have been passed since the previously adopted City of Dinuba Public Improvement Standards in 2007, resulting in the necessity of new construction engineering standards. Since 2007, the City periodically updated or revised the current drawings for specific projects, conditions of approval, and/or encroachment permits to ensure current codes and regulations were being adhered to. Major revisions are starting to become a regular occurrence throughout projects, warranting the new 2023 edition which incorporates all the necessary updates to ensure compliance with all current codes and regulations. The 2007 Public Improvement Standards originally had 125 standards which has now been significantly improved to include a much clearer and updated 161 standards.
The changes have been reviewed and approved internally with City staff. A few of the significant revisions to the 2007 Public Improvement Standard Drawings are listed below:
1. Revised the current existing streetlight standards to include solar streetlights and change the streetlight head to be LED (Light Emitting Diode) instead of HPS (High Pressure Sodium).
2. Revised the current sewer drop manhole to be more user friendly for Public Works staff. Currently the sewer drop manhole can get clogged easily. This standard makes removing clogs easy and quick.
3. Revised the current ADA (American Disability Act) Ramp standards. This standard is continually updated per the most current edition of the CBC (California Building Code). 4Creeks worked with a Casp (Certified Access Specialist) in order to provide an ADA standard that meets all current codes and regulations.
4. Revised the current Fire Hydrant Standard. Working closely with Fire Department staff, 4Creeks was able to provide a much clearer standard on style, location, and appurtenances. The new standard includes a mechanism that prevents water from erupting from the hydrant in the event that the hydrant is hit.
This mechanism prevents the need for Public Works staff to respond to emergency calls when hydrants are hit and allows for repairs to occur during typical work hours.
5. The existing standards did not provide clear direction on sewer and water separation. The SWRCB (State Water Resources Control Board) has recently provided helpful documents to ensure all City's install underground utilities that provide safe and potable drinking water for the public.
6. Revised the current water service standards in order to use more readily available materials and make repairing water services much easier. The new City Standard uses simple bronze valves instead of a whole assembly, has a dedicated fire service line so that residents can continue to have fire protection, and includes the use of more PVC (Polyvinyl Chloride) instead of material that will rot.
7. The City of Dinuba is continually changing and updating the current Landscape Design guidelines to ensure the city has a consistent standard for landscaping with respect to both quality and aesthetics, while being mindful of the lack of water resources available in the central valley. The revision to the current standards provides more readily and reliable valves and irrigation components to help Parks Staff perform maintenance and repairs.
Pending City Council approval, the 2023 Dinuba Public Improvement Standards enclosed herein as Attachment 'A' will be available on the City's website. The downloadable PDF online will have hyperlinks to make the document more user friendly.
FISCAL IMPACT
There is no fiscal impact with implementing the City of Dinuba Public Improvement Standards.
PUBLIC HEARING
None
ATTACHMENTS:
Description
A. Dinuba 2023 Public Improvement Standards
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
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
E-1
PUBLIC IMPROVEMENT STANDARDS
STREETLIGHT
0'.
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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" KNOCCKOUT 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:
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:
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:
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-18.
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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 PROVED
BY
CONTRACTOR
1" RADIUS (TYP.)
FINISHED GRADE
LOCKING DETAIL
CITY COUNCIL APPROVAL:
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:
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:
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:
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 MINIMUM)
10'
10'
10' BRACES
AT ALL CORNERS
AND MID-SPANS 3/8" TRUSS RODS
BRACE
CLASS "B" CONCRETE
(5 SACK MINIMUM) 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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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:
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
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
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
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
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
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
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
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)
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)
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
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
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
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
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
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
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
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
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)
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)
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
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
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
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
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. IN 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
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
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
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
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
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
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
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
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
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
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
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
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)
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)
1. PIPE (C-900 OR SDR-35) THROUGH MANHOLE REQUIRES AN APPROVED WATER STOP.
2. TERMINATING PIPES TO EXTEND INTO MANHOLE A MAX. 1".
3. THE TOP HALF OF ALL PIPE WITHIN THE MANHOLE IS TO BE CUT AWAY.
4. PREPARE A SMOOTH TROWELED CONCRETE CHANNEL HAVING UNIFORM GRADIENT BETWEEN PIPE INVERTS.
5. EXTEND THE CHANNEL WALLS UP TO SAME HEIGHT WITH TOP OF THE PIPE.
6. HAND TAMP 9" OF SAND, OR APPROVED BACKFILL MATERIAL, UNDER ALL PIPING COMING IN OR OUT OF THE MANHOLE UP TO TH FIRST JOINT.
7. THE BREADTH OF THE CHANNEL AT EACH JUNCTION MUST ALWAYS BE AS GREAT AS THE CHANNEL RADIUS OF THE CONNECTED
8. SLOPE THE BENCHING UP TOWARDS THE MANHOLE WALL AS INDICATED IN THE MANHOLE SECTION. TROWEL THE SURFACE SMO
9. ON A STANDARD MANHOLE, INCOMING NON-STRAIGHT LINES SHALL HAVE AN INVERT THAT IS AT LEAST 1" HIGHER THAN THE OUT-GOING LINE, UNLESS OTHERWISE APPROVED.
10. MAXIMUM OF 3 INLET PIPES INTO MANHOLE.
11. MAXIMUM OF 2 SANITARY SEWER LATERALS CAN BE CONNECTED TO A MANHOLE.
SIZE CHANGE
IN THE MAIN
MAIN TERMINATING
IN A MANHOLE
ALIGNMENT CHANGE
IN THE MAIN
PIPE CONTINUOUS
THROUGH MANHOLE
(SEE NOTE 3)
NOTES:
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
SS-4
PUBLIC IMPROVEMENT STANDARDS
INVERT PLANS OF
STANDARD MANHOLES
10"
VARIES WITH
PIPE DIA.
12" SUBGRADE
COMPACTED TO 95% OR
3/4" GRAVEL
9" (MIN.)
3"-6"
6"
6"
VARIES
36"
9" MIN.
12" MAX.
6' (MIN.)
24"
5" TO 7"
THICKNESS
1. ALL CONCRETE SHALL BE CLASS "A" (6 SACK MIN.), TYPE II/V CEMENT.
2. CONCRETE CONE AND GRADE RINGS SHALL BE PRECAST REINFORCED AS PER ASTM C-478.
3. GROUT AND BAND ALL PIPE JOINTS OR INSTALL "KENT" SEAL NO. 2, OR APPROVED EQUAL.
4. GROUT MIXTURE SHALL BE 1:2 CEMENT TO SAND.
5. WHERE MANHOLES ARE NOT IN STREETS OR TRAVEL WAYS, PLACE TOP 12"-24" ABOVE EXISTING GROUND WITH A 24" CONCRETE COLLAR, UNLESS OTHERWISE SHOWN ON THE PLANS.
6. BASE SHALL BE CLASS "A" (6 SACK MIX WITH 3/4" AGGREGATE).
7. WHEN ADJUSTING A MANHOLE, REFER TO CITY STD. SS-8.
8. SEWER LATERALS SHALL ENTER MANHOLE 1" ABOVE MAIN. HOLE FOR LATERALS SHALL BE BORED OR OTHER APPROVED METHO CITY ENGINEER.
9. NO FLOODING OR JETTING COMPACTION.
10. MAXIMUM DISTANCE BETWEEN MANHOLES SHALL BE 400'.
11. SEWER LATERALS, 6" AND LARGER, REQUIRE A SANITARY SEWER MANHOLE WHEN CONNECTING TO THE SANITARY SEWER MAIN
12. A MANHOLE IS REQUIRED AT EACH CHANGE IN DIRECTION, EXCLUDING SMALLER THAN 6" SEWER LATERALS.
NOTES:
MANHOLE FRAME & COVER
INSTALLATION. (SEE CITY STD. SS-8)
CLASS "A" CONCRETE
(6 SACK MIN.)
24" TO 48" OR 72"
PRECAST CONE
"KENT" SEAL BETWEEN
BARRELS
STANDARD C-478
CONCRETE PIPE
SECTION
BASE SEE NOTE 6
TROWEL
SMOOTH
SLOPE FROM SIDE OF
MANHOLE TO
SPRINGLINE OF PIPE
MANHOLE SIZING
PIPE SIZE MANHOLE SIZE
0-36" 48"
>36" 72"
48" TO 72"
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
SS-5
PUBLIC IMPROVEMENT STANDARDS
SANITARY SEWER MANHOLE
DROP BOWL MODEL WILL FIT SIZES UP TO
A4 UP TO 6"
A6 UP TO 8"
B8 UP TO 10"
B10 UP TO 12"
24" 12" AND 15" INLET PIPES
30" 18" INLET
SILICON SEAL INSIDE OF
BOWL TO MANHOLE WALL
DROP BOWL MOUNTING POSITION
FORCE LINE HOOD
1/4 OF
PIPE DIA.
NOTES:
1. ALL INSIDE DROP CONNECTIONS FOR SERVICES AND COLLECTOR SEWERS SHALL USE THE DROP BOWL AS PRODUCED BY: RELINER-DURAN, INC. OR APPROVED EQUAL.
2. DROP BOWL MODEL "A4" SHALL BE USED FOR ALL INLET PIPES UP TO 6" INLETS, "A6" SHALL BE USED UP TO 8" INLETS, "B8" SHALL BE USED UP TO 10" INLETS, "B10" SHALL BE USED UP TO 12" INLETS, 24" DROP BOWL SHALL BE USED FOR 12" AND 15" INLETS, 30" DROP BOWL SHALL BE USED FOR 18" INLETS.
LINES LARGER THAN 10" SHALL BE AS APPROVED BY THE CITY ENGINEER PRIOR TO BEGINNING WORK.
3. THE FORCE LINE HOOD SHALL BE ATTACHED ON MODELS "A4" AND "A6" WHEN THE INCOMING LINE IS FROM A FORCE MAIN OR THE SLOPE IS S=0.03 OR GREATER.
4. SECURE DROP PIPE TO MANHOLE WALL WITH RELINER-DURAN, INC. STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR EQUAL. SEE CITY STD. SS-7.
5. ATTACH THE DROP BOWL AND EACH CLAMPING BRACKET TO THE MANHOLE WALL WITH 3/8" X 3-3/4" RAMSET/RED HEAD BOLTS HELD IN PLACE WITH 2 STAGE EPOXY PASTE. EPOXY SHALL MEET THE FOLLOWING REQUIREMENTS:
6. EPOXY PASTE SHALL BE A TWO COMPONENT, 100% SOLID SYSTEM. EPOXY SHALL BE SIKADUR 31 HI-MOD GEL BY SIKA CORPORATION OR APPROVED EQUAL.
7. THE EPOXY PASTE SHALL DEVELOP A MIN. COMPRESSIVE STRENGTH OF 5,000 PSI IN 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM D695 AT 73 DEGREES.
8. THE EPOXY PASTE SHALL DEVELOP A MIN. TENSILE STRENGTH OF 3,000 PSI IN 14 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM D638.
9. THE EPOXY PASTE SHALL DEVELOP A MIN. BOND STRENGTH OF 2,000 PSI IN 2 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C882 (HARDENED CONCRETE TO HARDENED CONCRETE).
10. MANUFACTURER'S INSTRUCTIONS SHALL BE PRINTED ON EACH CONTAINER IN WHICH THE MATERIALS ARE PACKAGED.
NOTES:
1. ALL INSIDE DROP PIPING TO BE A.B.S. OR
PVC SDR-26.
2. CEMENT ALL JOINTS.
3. CLAMPS TO BE 1-1/2 X 12 GA. STAINLESS
STEEL, ANCHORED TO M.H. WALL WITH
2-1/2" CADMIUM PLATED BOLTS.
MANHOLE FRAME AND COVER
INSTALLATION (SEE CITY STD. SS-9)
RELINER INSIDE DROP BOWL
SECURED WITH 4 STAINLESS STEEL
BOLTS OR APPROVED EQUAL
INLET PIPE
COMPRESSION
COUPLING
MORTAR - NON SHRINK
PVC CAULDER
COUPLING OR EQUAL
PVC SDR-26
GLUE FITTING
RELINER STAINLESS STEEL STRAPS
OR EQUAL. SECURE TO STRUCTURE
WITH 2 STAINLESS STEEL BOLTS.
STRAP AT 4' INTERVALS (MIN. OF 2).
FOR INSIDE DROP CONNECTION
BRACKETS SEE CITY STD. SS-7
INSIDE DROP CONNECTION
30" OR
GREATER
48"
1/4 OF
PIPE DIA.
2'
6"
INSIDE DROP - PLAN
SLOPE SLOPE
INLET PIPE
ABOVE
45°
PIPE DIA. + .25'
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
SS-6
PUBLIC IMPROVEMENT STANDARDS
SANITARY SEWER DROP MANHOLE
A A
NOTES:
1. STAINLESS STEEL ADJUSTABLE CLAMPING BRACKET AS MANUFACTURED BY RELINER-DURAN, INC. OR APPROVED EQUAL.
2. CLAMP AND BRACKETS SHALL BE TYPE 304 STAINLESS STEEL, 11 GAUGE (.1196").
3. 3/16"Ø PINCH BOLT AND NUTS SHALL BE TYPE 18-8 STAINLESS STEEL.
4. STANDARD SIZES TO FIT 4", 6", 8", & 10" PVC SEWER PIPE SDR-26.
5. FOR PIPE SIZES LARGER THAN 10", CITY ENGINEER SHALL APPROVE DESIGN PRIOR TO BEGINNING WORK.
TOP VIEW
DIAMETER VARIES WITH
SIZE REQUIRED
2"
1'-3" 4" 2"
B
B
SECTION B-B
SECTION A-A
1'-6"
3/8" DIA. STAINLESS
STEEL PINCH BOLT
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
SS-7
PUBLIC IMPROVEMENT STANDARDS
SANITARY SEWER DROP MANHOLE -
CLAMPING BRACKET
*SEWER MAINS:
UP THRU 12" PIPE = 42" MINIMUM COVER
OVER 12" PIPE = 48" MINIMUM COVER
STREET SURFACE
4" SEWER LATERAL WITH MIN. SLOPE OF 1/4" PER FOOT.
SEE BELOW
60"
MIN.*
P
NOTES:
1. FOR DEPTHS OF LESS THAN 3' OF COVER, USE DUCTILE IRON PIPE OR C-900 PVC PIPE WITH APPROVAL OF THE CITY OF DINUBA.
2. THE SLOPE OF SEWER LATERALS SHALL BE A MINIMUM OF 2% OR AS APPROVED BY THE CITY ENGINEER.
3. SEWER LATERALS SHALL BE SHOWN ON THE AS-BUILT PLANS.
4. FOR CONNECTIONS TO EXISTING MAINS, USE PLASTIC SADDLE W/STAINLESS STEEL 2" CLAMPS, CONTRACTOR TO VERIFY CONNECTION IS WATER TIGHT.
5. LOCATION OF SEWER LATERAL SHALL BE 5' FROM CENTER LOT LINE.
6. REPLACEMENT OF AN EXISTING SEWER LATERAL WILL REQUIRED A 2-WAY SANITARY SEWER CLEANOUT LOCATED 24" FROM TH EXTERIOR WALL. CLEANOUT CAP SHALL BE A MINIMUM OF 2" ABOVE GRADE.
7. 5 FOOT MINIMUM BETWEEN THE TOP OF PIPE AND FINISH GRADE, UNLESS OTHERWISE SPECIFIED BY THE CITY ENGINEER. 22° TO 45°
SEWER MAIN CONNECTION
L DRIVE STAKE 6" ABOVE EXIST. GROUND
UNTIL SIDEWALK IS INSTALLED AND AN "S"
IS STAMPED OVER SERVICE
STAMP "S" ON FACE OF CURB
CL
CAP END OF LINE IF
SERVICE CONNECTION IS
NOT MADE IMMEDIATELY
IF THERE IS NO C.O. AT THE RESIDENCE,
INSTALL 4" 2-WAY C.O. BETWEEN
PROPERTY LINE AND RESIDENCE
12"
5' MIN.
1/8 BENDS & 1/16
BENDS AS NEEDED
SEWER MAIN
8" MIN. DIA.
NEWLY LAID PIPE SHALL
HAVE MANUFACTURED
WYES (SEE NOTE 4)
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
SS-8
PUBLIC IMPROVEMENT STANDARDS
SEWER LATERALS
COVER SIDE VIEW
TOP VIEW
TOP VIEW
25-1/4" DIA.
26-1/4" DIA.
4-1/2"
24" DIA.
31-1/2" DIA.
1-1/8"
5/8"
52" DIA. (MIN.)
27" DIA.
9" MIN.
12" MAX.
3"
JACKHAMMER
ROUND
MANHOLE ADJUSTMENT
"PHOENIX IRON WORKS"
24" FULL TRAFFIC TYPE NON-ROCKING MANHOLE
FRAME AND COVER MODEL NO. P-1090, OR
APPROVED EQUAL.
MANUFACTURER:
MARKED "SANITARY SEWER"
OR "STORM DRAIN"
PICK HOLE
EDGE
PRY-HOLE
ASTM GRID
PATTERN
GROUT HOLES
REPLACE & COMPACT 2" MIN. A.C.
AND LEVEL WITH EXIST. SURFACE.
FINISH A.C. GRADE 1/8" ABOVE
COVER IF SURFACE IS CONCRETE
GROUT JOINTS OR
"KENT" SEAL NO. 2 OR
APPROVED EQUAL,
AND BROOM FINISH
CONCRETE COLLAR
CLASS "A" (6 SACK MIN.)
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
SS-9
PUBLIC IMPROVEMENT STANDARDS
MANHOLE FRAME AND COVER
12" 12"
24"
1/4"
8"
13"
4"
10-1/2"
9"
1-1/2"
12" MIN.
TO
18" MAX.
2" A.C.
8"
12" 12"
8" PIPE (MIN.)
45°
SECTION A-A FRAME & COVER PLAN VIEW
S
"PHOENIX IRON WORKS" FRAME AND COVER MODEL
NO. P-2502, OR APPROVED EQUAL.
1. PIPE AND FITTINGS, EXCEPT AS OTHERWISE SHOWN HEREIN, SHALL BE OF THE SAME MATERIAL AS THE SEWER, UNLESS APPRO ADAPTORS ARE UTILIZED.
2. PIPES AND FITTINGS SHALL BE PROPERLY ALIGNED AND MAINTAINED WHILE CONCRETE IS BEING PLACED AND ALLOWED TO HAR JOINTS FOR PIPES AND FITTINGS SHALL BE MADE PRIOR TO PLACING CONCRETE. CONCRETE FOR BEDDING, ENCASEMENT, AND SUPPORT FOR PIPES AND FITTINGS SHALL BE PLACED UNIFORMLY AROUND THE PIPE AND FITTINGS, AND SHALL BE CLASS "A".
3. THE ACCESS FRAME, COVER AND CAP SHALL BE CAST IRON.
4. CLEANOUT INSTALLED BEHIND AN END STREET BARRICADE SHALL HAVE A 2'X2'X8" CONCRETE PAD PLACED AROUND IT.
5. JACK-HAMMER PAVEMENT AROUND THE EDGE PRIOR TO REPAVING
6. REPLACE AND COMPACT 2" AND 3" OF A.C. AND LEVEL WITH EXISTING STREET SURFACE. FINISH NEW A.C. GRADE 1/8" ABOVE CO NOTES:
A A
MANUFACTURER
COVER
FRAME AND COVER
CLASS "A" (6 SACK MIN.)
CONCRETE PAD, 8" DEEP
1/8 BEND LONG SWEEP
END CAP
8" WYE
SDR-35 OR
APPROVED EQUAL
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
SS-10
PUBLIC IMPROVEMENT STANDARDS
SEWER CLEANOUT
FLOW
LINE
48"
24"
ECCENTRIC MANHOLE
1. CONSTRUCTION OF MANHOLE SHALL BE IN ACCORDANCE WITH THE SEWER MANHOLE STANDARD SS-5, EXCEPT AS MODIFIED HEREON.
NOTES:
18"
MAX.
4" MIN.
ECCENTRIC CONE
PER ASTM C-476
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
SS-11
PUBLIC IMPROVEMENT STANDARDS
ECCENTRIC MANHOLE
6" 24" 8" 24" 6"
6"
5'-3" VARIES
INLET
24"
6" 5'-0"
6" 24" 8" 24" 6"
6" 6"
12"
6"
24"
6"
SECTIONAL PLAN
SECTION A-A
PREFAB ALT.
JENSEN PRECAST MODELS
CL750 OR CL1000
TO BE USED FOR:
1. INDUSTRIAL CLEANING PLANTS
2. STEAM CLEANING PLANTS
3. SERVICE STATION CAR WASH RACKS
4. RESTAURANTS
A A
1. SIZING IS A MINIMUM AND A LICENSED ENGINEER SHALL PROVIDE A DESIGN 1/4" CHECKED STEEL PLATE H2O
PLATES IN TRAFFIC AREAS
4" C.I. 1/4
BEND
FLOW LINE
OF OUTFALL
CLEAN-OUT
TO GRADE
OUTLET
NOTES:
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
SS-12
PUBLIC IMPROVEMENT STANDARDS
COMMERCIAL AND INDUSTRIAL
GREASE TRAP
4" SEWER SERVICE LATERAL
45 DEG. BEND OR AS REQUIRED
23° MIN.
45° MAX.
MIN. SLOPE 1/8" PER FT. MAX. SLOPE 1/4" PER FT.
LENGTH VARIES DEPENDING ON DEPTH OF
SERVICE & MAIN. 4" SEWER PIPE ASSUMED,
SIZE COULD VARY
INSTALL DFW BY NDS FLEXIBLE SADDLE
OR APPROVED EQUAL W/STAINLESS
STEEL CLAMPS, TEE OR WYE, SET
BETWEEN 23° & 45°
STAINLESS STEEL
STRAPS
FLOWLINE
EX. SEWER MAIN
SIZE VARIES
EX. SERVICE LATERALS TO BE CUT
BACK & NEW PIPE INSTALLED
& EXTENDED TO NEW MAIN
FLOW
4" SEWER SERVICE LATERAL
DFW BY NDS FLEXIBLE
COUPLING OR APPROVED
EQUAL W/STAINLESS STEEL
STEEL STRAPS.
PLAN VIEW
ELEVATION
1. FOR PIPES 6" TO 12" IN DIAMETER, A LICENSED CONTRACTOR (C36) WHO HAS THE PROPER EQUIPMENT AND PERMITS
IS CONSIDERED AN APPROVED AGENT AND MAY CORE INTO THE CITY'S SEWER MAINS OR REMOVE A SECTION AND INSTALL A WYE OR TEE.
2. FOR SEWER MAINS 18" OR LARGER, A MANHOLE MUST BE CONSTRUCTED WHERE CORINGS ARE MADE.
3. THE CITY PUBLIC WORKS INSPECTOR MUST OBSERVE ALL SADDLE & CORE CONNECTIONS TO EXISTING CITY SEWER MAINS.
4. VITRIFIED CLAY PIPE SADDLES SHALL BE EXTRA STRENGTH CLAY PIPE AND SHALL CONFORM TO THE REQUIREMENTS OF THE "WEST COAST STANDARDS OF THE CLAY PIPE INSTITUTE".
5. OPENINGS INTO EXISTING SEWER MAINS SHALL BE MADE ONLY LARGE ENOUGH TO ADMIT ALL OF SADDLE FITTINGS.
6. THIS STANDARD DETAIL IS ONLY TO BE USED WHEN CONNECTING TO EXISTING SEWER MAIN LINES. NEW LINES SHALL HAVE WYES AS PER CITY STD. SS-8.
7. APPLY SILICON SEALANT TO COMPRESSION SCREWS AND WRAP STAINLESS STEEL STRAP WITH THREE (3) LAYERS OF PVC TAPE.
NOTES:
45° BEND
USE PIPE CEMENT
SEALANT UNDER SADDLE
STAINLESS STEEL STRAPS
EXIST. SEWER
MAIN SIZE VARIES
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
SS-13
PUBLIC IMPROVEMENT STANDARDS
SEWER LATERAL SERVICE CONNECTION
INTO EXISTING SEWER MAIN
EXCAVATED
SOIL
FINISH GRADE
6"
20' MIN. CLASS "A"
6 SACK CONCRETE
FILL TO BOTTOM OF
WELL (SEE NOTE 3)
BACKFILL
(SEE NOTES 3 & 4)
24" MUSHROOM CAP
OVER CASING
WELL CASING
EXISTING GROUT SEAL
EXISTING BOREHOLE
EXISTING GRAVEL
3/4" MIN. CRUSHED
GRAVEL
24" MUSHROOM CAP
OVER CASING
1. IMPERVIOUS MATERIALS INCLUDE NEAT CEMENT, SAND-CEMENT GROUT, CONCRETE AND HIGH-SOLIDS BENTONITE.
2. FILL INCLUDES CLASS "A" CONCRETE (6 SACK MIN.) OR SLURRY ONLY.
3. ORGANIC MATERIALS SHALL NOT BE USED.
4. A PERMIT SHALL BE OBTAINED FROM CITY AND/OR COUNTY, AND A WELL LOG SHALL BE PROVIDED.
5. A CITY INSPECTOR SHALL BE ON SITE DURING WELL ABANDONMENT.
6. ALL WORK MUST COMPLY WITH TULARE COUNTY ENVIRONMENTAL HEALTH REQUIREMENTS.
7. DURING PERIODS WHEN NO WORK IS BEING DONE ON THE WELL, SUCH AS OVERNIGHT OR WHILE WAITING FOR SEALING MATERIAL TO SET, THE WELL AND ANY SURROUNDING EXCAVATION SHALL BE COVERED. THE COVER SHALL BE SUFFICIENTLY ANCHORED AND STRONG ENOUGH TO KEEP FOREIGN MATERIAL FROM ENTERING WELL.
NOTES:
CUT OFF WELL
CASING AT 6' BELOW
GROUND LEVEL
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-1
PUBLIC IMPROVEMENT STANDARDS
EXISTING WELL ABANDONMENT
17-1/2"
15-7/8" DIA.
1-1/2"
3" 15" DIA.
4" 3/4"
9" DEEP X 27"Ø CLASS "A"
CONCRETE (6 SACK MIN.)
JACK-HAMMER AROUND EDGE
PRIOR TO REPAVING
2" A.C.
9" MIN.
3" CAP LOOSE
3" CLOSE NIPPLE GALV.
15" VALVE CASING
3" GRAVEL (MIN.)
3" GALV. PIPE (TYP.)
3" X 90° GALV. ELBOW
THRUST BLOCK SHALL BE POURED
AGAINST UNDISTURBED SOIL
3D
18"
D+4" PIPE PLUG TAPPED FOR
3" PIPE FITTING
3" GALV. STEEL COUPLING
INSTALL 3" RISER TO ONE SIDE OF
CASING WITH CLEARANCE TO
OPERATE VALVE
3" "FEBCO" BRASS BALL VALVE WITH
LEVER, OR APPROVED EQUAL
6"
DETECTABLE MARKING
TAPE: "CHRISTY" MODEL,
OR APPROVED EQUAL
IF ASPHALT, REPLACE & COMPACT
MIN. 2" A.C. AND LEVEL WITH
EXISTING SURFACE
FINISH A.C. GRADE 1/8"
ABOVE COVER
COVER MARKED "WATER" LOCATE
WIRE
6"
WATER MAIN D
COVER-SIDE VIEW
MANUFACTURER:
"PHOENIX IRON WORKS" FRAME
AND COVER MODEL NO. P-7001, OR
APPROVED EQUAL
BLOW-OFF FRAME & COVER
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-2
PUBLIC IMPROVEMENT STANDARDS
WATER BLOW-OFF
A
PIPE SIZE 90° BEND 45° BEND 11 1/4° OR 22 1/2°
BEND
TEE OR END
DEAD TEE W/PLUG CROSS
8" 39" 33" 30" 33" 33" 27"
10" 45" 36" 33" 36" 36" 39"
12" 54" 42" 36" 44" 44" 46"
18" 94" 60" 42" 76" 76" 88"
1. THRUST BLOCKS SHALL BE USED FOR PIPES WITH 4" DIAMETER OR LARGER.
2. THRUST BLOCKS TO BE CONSTRUCTED OF CLASS "A" CONCRETE (6 SACK MIN.)
3. MINIMUM THICKNESS OF THRUST BLOCKS SHALL BE 6 INCHES.
4. THRUST BLOCKS TO BE POURED AGAINST UNDISTURBED SOIL.
5. AREAS GIVEN ARE FOR CLASS 150 PIPE AT PRESSURE OF 150 P.S.I IN SOIL WITH 2,000 P.S.F.
CAPACITY. INSTALLATION USING DIFFERENT PIPE, TEST PRESSURE, AND/OR SOIL TYPES SHOULD ADJUST AREAS ACCORDINGLY, SUBJECT TO APPROVAL OF CITY ENGINEER.
6. THRUST BLOCKS SHALL BE POURED A MIN. OF 5 DAYS BEFORE PRESSURIZING THE SYSTEM.
7. MEG-A-LUG JOINTS ARE REQUIRED AND THRUST BLOCKS CANNOT BE USED IN LIEU OF MEG-A-LUG JOINTS.
NOTES:
B
A
A
B
A
B
B A
B
PIPE SIZE 90° BEND 45° BEND 11 1/4° OR 22 1/2°
BEND
TEE OR END
DEAD TEE W/PLUG CROSS
8" 24" 24" 18" 21" 24" 30"
10" 24" 24" 21" 21" 24" 30"
12" 24" 24" 21" 21" 24" 30"
18" 39" 39" 39" 39" 39" 42"
90° BEND 45° BEND 22.5° BEND
TEE TEE W/ PLUG
CROSS
A
B
A
B
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-3
PUBLIC IMPROVEMENT STANDARDS
THRUST BLOCK
APPROVED BACKFLOW
ASSEMBLY REQUIRED
24" MIN.
60" MAX.
FLOW THRUST BLOCK, TYP.
(SEE CITY STD. W-3) FLOW
FINISHED GRADE
LEVEL
18"
PUMPER
CONNECTION
2-1/2" FIRE DEPT.
CONNECTION
TEE OR UPRIGHT
INSTALL OS&Y POTTER
SUPERVISORY SWITCH
(TAMPER RESISTANT)
ASSEMBLY OR
APPROVED EQUAL
FLOW
C
TEST COCKS
DETECTOR ASSEMBLY
DOUBLE CHECK
ASSEMBLY
C
FIRE DEPT.
CONNECTION A
B
MINIMUM CLEARANCE LINE
MINIMUM CLEARANCE
SIZE DC A B C
1" TO 3" 12" 24" 12"
4" & UP 24" 24" 12"
1. RESILIENT SEATED SHUT OFF VALVES AND TEST COCKS ARE REQUIRED.
2. NO TAPS, TEES OR CONNECTIONS OF ANY KIND ARE PERMITTED BETWEEN THE WATER METER AND THE BACKFLOW ASSEMBLY.
3. PROTECTION FROM FREEZE DAMAGE IS REQUIRED IN EXPOSED AREAS.
4. ASSEMBLY MUST BE ACCESSIBLE FOR TESTING AND MAINTENANCE BY THE CITY OF DINUBA PUBLIC WORKS DEPARTMENT.
5. ASSEMBLY TO BE THE SAME SIZE AS THE WATER SUPPLY LINE PER UNIFORM PLUMBING CODE.
6. PRESSURE LOSS THROUGH ASSEMBLY MUST BE INCLUDED IN PRESSURE LOSS CALCULATIONS FOR SIZING OF THE WATER SYSTEM P UNIFORM FIRE CODE.
7. MINIMUM CLEARANCE AROUND ASSEMBLY MUST BE MAINTAINED. REFER TO MINIMUM CLEARANCE CHART ON THIS PAGE.
8. ANY DEVIATION FROM THESE REQUIREMENTS SHALL BE APPROVED BY THE WATER SYSTEM MANAGER OR CROSS CONNECTION CONTROL SPECIALIST PRIOR TO INSTALLATION.
9. THE BACKFLOW PREVENTER DEVICES AND INSTALLATIONS SHALL BE APPROVED BY THE CITY OF DINUBA PUBLIC WORKS DEPARTMEN
10. BACKFLOW ASSEMBLY SHALL BE INSPECTED AND TESTED BY THE PUBLIC WORKS DEPARTMENT OR PROVIDE A CERTIFICATE SHOWIN THE ASSEMBLY WAS TESTED AND PASSED.
11. IF VALVES ARE RESILIENT SEAT, TYPE 'A' POST INDICATOR IS REQUIRED.
12. A CITY STANDARD FIRE HYDRANT MUST BE WITHIN 25' OF FIRE DEPARTMENT CONNECTION OR INSTALLED WITHIN 25' OF THE FIRE HYDRANT CONNECTION.
13. LOCATION OF THE ASSEMBLY MUST BE APPROVED BY THE FIRE DEPARTMENT.
14. OSY AND FBC WILL LABELED WITH BUILDING ADDRESS AND SUITE ADDRESS.
15. ALL FIRE DEPARTMENT INFRASTRUCTURE SHALL BE INSTALLED PER THE DIRECTION OF THE DINUBA FIRE DEPARTMENT.
16. CONCRETE BOLLARDS MAY REQUIRED AT THE DISCRETION OF THE DINUBA FIRE DEPARTMENT.
NOTES:
PIPE SLEEVE
6" CONCRETE SLAB
WATER SUPPLY LINE 1" MIN. (TYP.)
FLOW
ANTI TAMPER DEVICE OR CHAINS SHALL BE
APPROVED BY THE FIRE DEPARTMENT
CONTRACTOR WILL PROVIDE
ADJUSTABLE PIPE SUPPORT
APPROVED BY CITY ENGINEER
PL
CONTRACTOR WILL PROVIDE
ADJUSTABLE PIPE SUPPORT
APPROVED BY CITY ENGINEER
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-4
PUBLIC IMPROVEMENT STANDARDS
BACKFLOW DEVICE AND FIRE
DEPARTMENT CONNECTION
2-1/2"Ø OUTLET
4" THICK (MIN.)
CONCRETE PAD
CL 4-1/2"
OUTLET
CL 4-1/2"
OUTLET
1'-6"
3'
1'-6"
3'
PARK STRIP/
SIDEWALK
45°
45°
SEE NOTE 2
BREAKAWAY BOLTS
THRUST BLOCK
(SEE CITY STD. W-3)
"AWWA" RESILIENT SEATED GATE VALVE, MODEL NO.
C-509-80, OR APPROVED EQUAL.
THRUST BLOCK WATER MAIN
(SEE CITY STD. W-3)
8" MIN.
PIPE RISER
WATER VALVE: WELL AND
COVER (SEE CITY STD. W-8)
ROAD SURFACE
INSTALL HYDRANT GUARD
HG1 OR APPROVED EQUAL
SIDEWALK/PARK STRIP
CURB AND GUTTER FLANGED 90° ELBOW
6" WET BARREL
18" OFF FACE
OF CURB
6" WATER PIPE
SECTION A-A
CROSS-SECTION
1. TRADE NAMES ARE SPECIFIED AS STANDARD OF ACCEPTABLE QUALITY AND FEATURES. EQUIPMENT OF EQUAL
QUALITY WITH EQUAL FEATURES MAY BE SUBSTITUTED ONLY WRITTEN APPROVAL FROM THE DINUBA FIRE DEPARTMENT.
2. HYDRANTS SHALL BE "CLOW" MODEL 865, WET BARREL, OR APPROVED EQUAL.
3. HYDRANTS SHALL HAVE (2)-4 1/2" DIAMETER OUTLETS AND (1)-2 1/2" DIAMETER OUTLET.
4. NOZZLE CENTERLINES SHALL BE LOCATED NOT LESS THAN 18" ABOVE FINISH GRADE.
5. GATE VALVES SHALL BE "RESILIENT SEAT" TYPE FLANGED TO MAIN LINE.
6. HYDRANT SHALL BE EQUIPPED WITH A HYDRANT GUARD HG1 OR APPROVED EQUAL BETWEEN THE HYDRANT AND RISER.
7. A BLUE TWO-WAY REFLECTIVE MARKER SHALL BE INSTALLED ON THE CENTER LINE OF THE STREET ADJACENT TO THE HYDRANT PER CITY STD. W-6.
8. HYDRANTS SHALL HAVE A 4.5" STORZ HYDRANT ADAPTER (MODEL: HPHA50-45NH/CAP, OR APPROVED EQUAL) ATTACHED TO THE BOTTOM OF THE 4 1/2" DIAMETER OUTLET.
9. HYDRANT SHALL BE PAINTED OSHA SAFETY YELLOW.
10. A 3' DIAMETER OR 3' SQUARE CONCRETE PAD SHALL BE PROVIDED AROUND THE HYDRANT.
11. ALL CAPS AND THREADS SHALL BE LUBRICATED WITH A WATER PROOF GREASE FOLLOWING INSTALLATION.
METAL CAPS SHALL BE INSTALLED ON OUTLETS.
12. MAXIMUM DISTANCE BETWEEN FIRE HYDRANTS IS 400' (RESIDENTIAL) AND 300' (COMMERCIAL).
13. PAINT CURB RED FROM CENTERLINE OF FIRE HYDRANT 15' EACH WAY.
NOTES:
SIDEWALK (WHEN PARK
STRIP IS USED)
SIDEWALK (WHEN
PARK STRIP IS USED)
2" MIN.
4" MAX.
A A
3.5" MIN.
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-5
PUBLIC IMPROVEMENT STANDARDS
FIRE HYDRANT INSTALLATION
TWO LANE STREET
TWO LANE STREET
AT INTERSECTION
MULTI-LANE WITH TURN LANE
MULTI LANE STREET
FOUR LANE STREET WITH
TURN LANE AT INTERSECTION
FREEWAY AND EXPRESSWAYS
R/W FENCE
MEDIAN
LEFT EDGE LINE
RIGHT EDGE LINE
SHOULDER
6"
6"
6"
6"
6" 6"
6"
FIRE HYDRANT
BLUE RETROREFLECTIVE RAISED PAVEMENT MARKER
LEGEND:
1. FIRE DEPARTMENT WILL PROVIDE LOCATION(S) FOR ALL MARKERS IN PRD'S COMMERCIAL LOTS AND OTHER AREAS OUTSIDE OF PUBLIC RIGHT OF WAY.
2. MARKERS SHALL BE INSTALLED AT THE NEW AND RELOCATED HYDRANTS AND WITHIN ALL RESURFACING PROJECTS.
3. FOR STREETS WITHOUT LANE LINE OR STREETS WITH RAISED PAVEMENT MARKERS AND NO PAINTED LANE LINE, INSTALL MARKERS 6" FROM CENTERLINE OR EXISTING MARKERS.
NOTES:
MARKERS - SHALL BE BLUE 2-WAY STIMSONITE LIFELITE 88AB OR EQUAL.
ADHESIVE - AN AMPLE AMOUNT OF 2 (A&B) EPOXY OR EQUAL.
SURFACES - CLEAN AND DRY TO INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS.
INSTALL MARKERS WITH REFLECTIVE SURFACES FACING
ONCOMING VEHICLES AND OFFSET 2" FROM LANE LINES
TOWARD FIRE HYDRANT.
FIRE HYDRANT MARKERS
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-6
PUBLIC IMPROVEMENT STANDARDS
FIRE HYDRANT PAVEMENT
MARKER LOCATION
3'-0" MIN. FROM
EDGE OF PAVEMENT
3'-0" MIN. FROM
PROPERTY LINE OR
RIGHT OF WAY
FIRE HYDRANT
CONCRETE PAD
(TYP.)
NO CURB
WITH CURB
NO SIDEWALK
NON-CONTIGUOUS
SIDEWALK
CONTINGUOUS
SIDEWALK
SIDEWALK (TYP.)
ALTERNATE
LOCATION
COLD JOINT
STRIP
CURB (TYP.)
STREET (TYP.)
STEEL BOLLARDS
SEE M-1
60°
3'-0"
30° 30°
FIRE HYDRANT WITH
6" RUN (TYP.)
3-PORTS 2-PORTS 2-2 1/2"
PORTS ONLY
STEEL BOLLARDS PORT ORIENTATION
NOTES:
1. LOCATE FIRE HYDRANT AS SHOWN ABOVE OR AS DIRECTED BY THE CITY ENGINEER.
2. FIRE HYDRANTS SHALL BE INSTALLED WITH THE LARGEST PORT PERPENDICULAR TO THE STREET.
3. IF THE CONCRETE SLAB IS TO BE INSTALLED ADJACENT TO A CONCRETE CURB OR SIDEWALK, A COLD JOINT STRIP SHALL BE INSTALLED.
4. CONCRETE APRON SHALL BE REQUIRED WHERE THE FIRE HYDRANT IS INSTALLED IN AN UNPAVED LOCATION. THE APRON SHALL BE 4" THICK 520-C-2500 CONCRETE.
5. WHEN DISTANCE FROM THE FIRE HYDRANT TO THE TOP OR TOE OF THE SLOPE OR WALLS IS LESS THAN 2', SPECIAL HYDRANT INSTALLATION DETAIL SHALL BE SHOW ON THE PLANS.
6. THE DISTANCE FROM THE FACE OF THE CURB TO THE CENTERLINE OF THE FIRE HYDRANT SHALL BE 2 1/2' MINIMUM.
7. WHEN REQUIRED, NUMBER OF BOLLARDS AND LOCATION TO BE SHOWN ON THE PLANS.
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-7
PUBLIC IMPROVEMENT STANDARDS
FIRE HYDRANT LOCATION -
SIDEWALK
WATER
MAIN
REPLACE & COMPACT MIN. 2"
A.C. AND LEVEL WITH
EXISTING SURFACE
13"
9-1/8"
FINISH A.C. GRADE 1/8"
ABOVE COVER
JACKHAMMER AROUND EDGE
PRIOR TO REPAVING
2" A.C.
10" MIN.
CLASS "A" CONCRETE
(6 SACK MIN.) COLLAR
TRAFFIC VALVE BOX
SINGLE PIECE OF 8" MIN. PIPE
RISER, C-900
#10 COPPER LOCATE WIRE
"AWWA" RESILIENT SEAT GATE
VALVE, MODEL NO. C-509-80, OR
APPROVED EQUAL.
THRUST BLOCK
(SEE CITY STD. W-3)
LOCATE WIRE
OUTSIDE OF RISER
MARKING TAPE
(SEE CITY STD. W-17)
1-3/8"
6"
1. CAST IRON COVER WITH STREET TREAD INSCRIBED "WATER".
2. ON FIRE SPRINKLER RUNS, COVER SHALL BE INSCRIBED "FIRE".
3. INSTALL "CHRISTY" G5 TRAFFIC VALVE BOX 13" DIA. X 12", OR APPROVED EQUAL.
4. MAXIMUM DISTANCE BETWEEN IN-LINE GATE VALVES IS 500 FT., OR INTERSECTION PER PLANS.
5. WRAP ALL VALVES AND FITTINGS IN 8 MIL. PLASTIC WITH 10 MIL.
TAPE.
NOTES:
"KENNEDY"
"M & H DRESSER"
"MUELLER"
"CLOW"
APPROVED GATE VALVES:
10"
SEE NOTE 1
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-8
PUBLIC IMPROVEMENT STANDARDS
WATER VALVE, WELL, AND COVER
1. WATER METERS WILL BE FURNISHED AND INSTALLED BY
THE PUBLIC WORKS DEPARTMENT. INSTALLATION FEES
SHALL BE PAID PRIOR TO SETTING THE METER.
2. ALL SERVICES WITH A METER SHALL BE SUPPLIED WITH
A BOX AND WITH A LID MARKED "WATER" (NO CONCRETE
BOXES OR LIDS).
3. METERS SHALL BE THE "COLD DISPLACEMENT" TYPE
WATER METER CONFORMING TO "AWWA" STD. C700, OR
APPROVED EQUAL.
4. WATER METER & BOXES SHALL BE INSTALLED WITHIN
THE SIDEWALK, AND NOT WITHIN THE DRIVE APPROACH.
NOTES:
1" CTS POLYETHYLENE PIPE
AS SPECIFIED IN ASTM #10 COPPER LOCATE WIRE
"MUELLER B" OR "SMITH BLAIR"
BRONZE DOUBLE STRAP SADDLE,
OR APPROVED EQUAL.
WATER
MAIN
CORPORATION STOPS
SHALL BE "FORD" MODEL
NO. F1100-4 COPPER PIPE
SIZE, OR APPROVED EQUAL.
STREET SURFACE
"W" STAMPED ON FACE OF CURB
1" WATER METER: "NEPTUNE" MODEL NO. T-10, WITH
PRO READ (CUBIC FT) WITH "NEPTUNE" R-900 RADIO
MIU'S, OR APPROVED EQUAL. (SEE NOTE 1).
FIBRELTYE MODEL NO. FL36 WITH NO
READER HOLE ON LID, OR APPROVED EQUAL.
FLUSH
(TYP.)
6" TO 8" 3"
1'
SIDEWALK PARK STRIP
(IF USED)
24" TO 36" (MIN.)
45°
CURB AND GUTTER
6"
PEA GRAVEL
1" FIRE SERVICE SCHEDULE
80 PVC PIPE (TYP.)
1" WATER SERVICE SCHEDULE
80 PVC PIPE (TYP.)
1" TEE
1" INLINE VALVE
ADAPTER
FITTING JAMES
JONES J-134
1" WATER METER
1" CURB STOP
METER BOX
SOLID 14 GA. COPPER
WIRE HELD IN PLACE
AT 5' INTERVALS (TYP.)
CONNECT TO CITY WATER MAIN
LEGEND SEE LEGEND
FOR HATCHING
GALVANIZED STEEL PIPE
WATER METER PLAN VIEW
SEE LEGEND
FOR HATCHING
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-9
PUBLIC IMPROVEMENT STANDARDS
1" RESIDENTIAL WATER SERVICE
1. WATER METERS WILL BE FURNISHED AND INSTALLED BY
THE PUBLIC WORKS DEPARTMENT. INSTALLATION FEES
SHALL BE PAID PRIOR TO SETTING THE METER.
2. ALL SERVICES WITH A METER SHALL BE SUPPLIED WITH
A BOX AND WITH A LID MARKED "WATER" (NO CONCRETE
BOXES OR LIDS).
3. METERS SHALL BE THE "COLD DISPLACEMENT" TYPE
WATER METER CONFORMING TO "AWWA" STD. C700, OR
APPROVED EQUAL.
4. WATER METER & BOXES SHALL BE INSTALLED WITHIN
THE SIDEWALK, AND NOT WITHIN THE DRIVE APPROACH.
6. ALL GALVANIZED PIPE SHALL BE WRAPPED IN A 10MIL
PIPE WRAP TAPE.
NOTES:
1.5" OR 2" CTS POLYETHYLENE
PIPE AS SPECIFIED IN ASTM
#10 COPPER LOCATE WIRE
"MUELLER B" OR "SMITH BLAIR"
BRONZE SADDLE WITH STAINLESS
STEEL STRAP
WATER
MAIN
CORPORATION STOPS
SHALL BE "FORD" MODEL
NO. F1100-4 COPPER PIPE
SIZE, OR APPROVED EQUAL.
STREET SURFACE
"W" STAMPED ON FACE OF CURB
1.5" OR 2" WATER METER: "NEPTUNE" MODEL NO. T-10,
WITH PRO READ (CUBIC FT) WITH "NEPTUNE" R-900
RADIO MIU'S, OR APPROVED EQUAL. (SEE NOTE 1).
FIBRELTYE MODEL NO. FL36 WITH NO
READER HOLE ON LID, OR APPROVED EQUAL.
FLUSH
(TYP.)
6" TO 8" 3"
1'
SIDEWALK PARK STRIP
(IF USED)
24" TO 36" (MIN.)
45°
CURB AND GUTTER
6"
PEA GRAVEL
1.5" OR 2" FIRE SERVICE
SCHEDULE 80 PVC PIPE
(TYP.)
1.5" OR 2" WATER SERVICE
SCHEDULE 80 PVC PIPE (TYP.)
1.5" TEE
1.5" OR 2" INLINE VALVE
ADAPTER
FITTING JAMES
JONES J-134
1.5" OR 2" WATER METER
1.5" OR 2" CURB
STOP
METER BOX
SOLID 14 GA. COPPER
WIRE HELD IN PLACE
AT 5' INTERVALS (TYP.)
CONNECT TO CITY WATER MAIN
LEGEND SEE LEGEND
FOR HATCHING
GALVANIZED STEEL PIPE
WATER METER PLAN VIEW
SEE LEGEND
FOR HATCHING
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-10
PUBLIC IMPROVEMENT STANDARDS
1.5" & 2" RESIDENTIAL WATER
SERVICE
A. FIBRELTYE MODEL NO. FL36
B. 2" ANGLE METER VALVE (J-4205) WITH 2" METER FLANGE
ADAPTER (J-129M)
C. 2" GALVANIZED IRON TEE WITH (2) 2"X1" MIPxFIP GALVANIZED
IRON HEX BUSHING CONNECTORS
D. 1" GALVANIZED IRON TEE (FIP x FIP x FIP)
E. 1" GALVANIZED IRON ELBOW (FIP x FIP)
F. 1" DIA., GALVANIZED IRON PIPE
G. 1" STRAIGHT METER VALVE, FIP x METER SWIVEL NUT (J-1903W) LEGEND
2" CTS POLYETHYLENE PIPE
AS SPECIFIED IN ASTM
"MUELLER B" OR "SMITH BLAIR"
BRONZE SADDLE WITH STAINLESS
STEEL STRAP
WATER
MAIN
CORPORATION STOPS
SHALL BE "FORD" MODEL
NO. F1100-4 COPPER PIPE
SIZE, OR APPROVED EQUAL.
"W" STAMPED ON
FACE OF CURB
SIDEWALK
STREET SURFACE
FIBRELTYE MODEL NO. FL36 4'-6" MIN.
CURB & GUTTER
2" ANGLE METER VALVE
(J-4205) WITH 2" METER
FLANGE ADAPTER (J-129M)
2" GALVANIZED IRON TEE
WITH (2) 2"X1" MIPxFIP
GALVANIZED IRON HEX
BUSHING CONNECTORS
PEA GRAVEL
1" STRAIGHT METER VALVE,
FIP x METER SWIVEL NUT (J-1903W)
10"
4"
6"
4" 4"
1. PARTS NUMBER PRECEDED WITH J ARE JAMES JONES CO..
2. 5/8" DISPLACEMENT TYPE MAGNETIC DRIVE STRAIGHT
READING GALLONS.
3. METER BOX NOT TO BE INSTALLED IN SIDEWALK/DRIVE
APPROACH.
4. BOXES IN ALLEYS SUBJECT TO TRAFFIC LOADS SHALL
HAVE TRAFFIC RATED LIDS & BOXES AS DIRECTED BY THE
ENGINEER.
5. ALL GALVANIZED PIPE SHALL BE WRAPPED IN A 10MIL PIPE WRAP TAPE.
NOTES:
6" MIN.
A
A
A
G
G
G
F
F
F
F
F
D
C
B
A
6" MIN.
6" MIN.
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-11
PUBLIC IMPROVEMENT STANDARDS
COMMERCIAL 3-MANIFOLD
WATER SERVICE
WATER
MAIN
SIDEWALK
1. WATER METERS WILL BE FURNISHED AND INSTALLED BY THE PUBLIC WORKS DEPARTMENT. INSTALLATION FEES SHALL BE PAID PRIOR TO SETTING THE METER.
2. ALL SERVICES WITH A METER SHALL BE SUPPLIED WITH A BOX AND WITH A LID MARKED "WATER" (NO CONCRETE BOXES OR LIDS).
3. METERS SHALL BE THE "COLD DISPLACEMENT" TYPE WATER METER CONFORMING TO "AWWA" STD. C700, OR APPROVED EQUAL.
4. WATER METER & BOXES SHALL BE INSTALLED WITHIN THE SIDEWALK, AND NOT WITHIN THE DRIVE APPROACH.
6. ALL GALVANIZED PIPE SHALL BE WRAPPED IN A 10MIL PIPE WRAP TAPE.
NOTES:
"W" STAMPED ON FACE OF CURB
STREET SURFACE
2" METER VALVE BY PACK JOINT
FOR CTS: "FORD" FV43-777W, OR
APPROVED EQUAL
2" "FORD" ANGLE VALVE MODEL
NO. BF-777 WITH SHUT-OFF
VALVE, OR APPROVED EQUAL
#10 COPPER LOCATE
WIRE
45°
18"
3"
90° BRASS
COUP. OR PACK
JOINT COUP.
FOR CTS
2" TYPE "K" COPPER TUBING OR
CTS POLYETHELENE PIPE AS
SPECIFIED IN ASTM
"MUELLER B" OR "SMITH BLAIR"
BRONZE DOUBLE , OR
APPROVED EQUAL
2" CORPORATION STOPS
SHALL BE "FORD" MODEL
NO. F1100-7, OR
APPROVED EQUAL
24" TO
36" MIN.
PARKSTRIP
(IF USED)
1'
CURB & GUTTER
6" TO 8"
10"
6"
PEA GRAVEL
1.5" OR 2" WATER METER: "NEPTUNE" MODEL NO. T-10,
WITH PRO READ (CUBIC FT) WITH "NEPTUNE" R-900
RADIO MIU'S, OR APPROVED EQUAL (SEE NOTE 1)
FIBRELTYE MODEL NO. FL36 WITH NO
READER HOLE ON LID, OR APPROVED EQUAL
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-12
PUBLIC IMPROVEMENT STANDARDS
2" COMMERCIAL WATER SERVICE
1. VALVES TO BE MUELLER A-2360 OR EQUAL WITH 2" SQUARE NUTS, CCW TO OPEN.
2. 6" SEAL/BENCH WITH CONCRETE INSIDE OF VAULTS.
3. METER BOX IN SIDEWALK OR PLACE 3-1/2" THICK CL2 CONCRETE SLAB, 1' ON ALL SIDES OF BOX
4. 23-1/4" GALVANIZED SPACER SHALL BE INSTALLED.
5. TOP OF OPERATIVE SQUARE NUT TO BE 4" MIN. TO 12" MAX. BELOW BOTTOM OF LID.
6. TRACER WIRE TO BE #10 STRANDED COPPER WITH WHITE INSULATION.
NOTES:
35"
MIN.
64-1/2" MIN.
FLOW
4"
MIN. 12" MIN.
12" MIN.
4"
MIN.
4"
MIN.
4"
MIN.
SEE NOTE 5
18" MIN. TO
FACE OF CURB
4" FLANGED
GATE VALVE,
CCW TO OPEN
VALVE
(SEE CITY
STD. W-8)
18" MIN. TO
FACE OF CURB
6" NEPTUNE MACH
ULTRASONIC METER
PLAN VIEW
ELEVATION
FINISH GRADE
4" DUCTILE IRON
FLANGED ELBOW
4" NEPTUNE MACH 10
ULTRASONIC METER
(SEE NOTE 4)
4" FLANGED
GATE VALVE,
CCW TO OPEN
4" DUCTILE IRON
FLANGED ELBOW
STREET SURFACE
CURB & GUTTER
4" NEPTUNE MACH
10 ULTRASONIC
METER
4" PVC C900 OR
DUCTILE IRON PIPE
CLASS 150 OR HIGHER
4" DUCTILE IRON
FLANGE X MJ ELBOW
THRUST BLOCK
(SEE CITY STD. W-3)
4" DUCTILE IRON
FLANGED SPOOL,
LENGTH AS NEEDED
TRACER WIRE
(SEE NOTE 6)
FLOW
WATER MAIN
4" FLANGED GATE
VALVE, CCW TO
OPEN
4" PVC C900 OR
DUCTILE IRON PIPE
CLASS 150 OR HIGHER
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-13
PUBLIC IMPROVEMENT STANDARDS
4" COMMERCIAL WATER SERVICE
1. VALVES TO BE MUELLER A-2360 OR EQUAL WITH 2" SQUARE NUTS, CCW TO OPEN.
2. 6" SEAL/BENCH WITH CONCRETE INSIDE OF VAULTS.
3. METER BOX IN SIDEWALK OR PLACE 3-1/2" THICK CL2 CONCRETE SLAB, 1' ON ALL SIDES OF BOX
4. 27-1/4" GALVANIZED SPACER SHALL BE INSTALLED.
5. TOP OF OPERATIVE SQUARE NUT TO BE 4" MIN. TO 12" MAX. BELOW BOTTOM OF LID.
6. TRACER WIRE TO BE #10 STRANDED COPPER WITH WHITE INSULATION.
NOTES:
35"
MIN.
64-1/2" MIN.
FLOW
4"
MIN. 12" MIN.
12" MIN.
4"
MIN.
4"
MIN.
4"
MIN.
SEE NOTE 5
18" MIN. TO
FACE OF CURB
6" FLANGED
GATE VALVE,
CCW TO OPEN
VALVE
(SEE CITY
STD. W-8)
18" MIN. TO
FACE OF CURB
6" NEPTUNE MACH
ULTRASONIC METER
PLAN VIEW
ELEVATION
FINISH GRADE
6" DUCTILE IRON
FLANGED ELBOW
6" NEPTUNE MACH 10
ULTRASONIC METER
(SEE NOTE 4)
6" FLANGED
GATE VALVE,
CCW TO OPEN
6" DUCTILE IRON
FLANGED ELBOW
STREET SURFACE
CURB & GUTTER
6" NEPTUNE MACH
10 ULTRASONIC
METER
6" PVC C900 OR
DUCTILE IRON PIPE
CLASS 150 OR HIGHER
6" DUCTILE IRON
FLANGE X MJ ELBOW
THRUST BLOCK
(SEE CITY STD. W-3)
6" DUCTILE IRON
FLANGED SPOOL,
LENGTH AS NEEDED
TRACER WIRE
(SEE NOTE 6)
FLOW
WATER MAIN
6" FLANGED GATE
VALVE, CCW TO
OPEN
6" PVC C900 OR
DUCTILE IRON PIPE
CLASS 150 OR HIGHER
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-14
PUBLIC IMPROVEMENT STANDARDS
6" COMMERCIAL WATER SERVICE
"FEBCO" MODEL NO. 825Y,
OR APPROVED EQUAL.
EQUIPMENT COVER PER
CITY STD. W-24
RESILIENT SEAL
GATE/BALL
VALVES
ELL (TYP.)
UNION
(TYP.)
FLOW
FLANGE TO FLANGE OR
THREADED FITTINGS (TYP.)
FINISH GRADE
4" THK. CONCRETE SLAB
PIPE SLEEVE
GALVANIZED STEEL
PIPE (TYP.)
GALV. STEEL OR
PVC SCHEDULE 40 FLOW
18" MIN. TO 30" MAX.
ABOVE FINISH GRADE
OR FLOOR LINE
1. ALL PIPE FITTINGS SHALL BE PVC SCHEDULE 40, OR GALVANIZED STEEL, UNLESS OTHERWISE SPECIFIED.
2. BACKFLOW PREVENTER DEVICE AND INSTALLATION SHALL BE APPROVED AND INSPECTED BY THE PUBLIC WORKS DEPARTMENT.
3. VALVE ASSEMBLIES MAY HAVE SCREWED FITTINGS OR FLANGED FITTINGS.
4. COAT ALL EXPOSED THREADS WITH AN APPROVED RUST INHIBITING SEALANT.
5. APPROVED PLASTIC TAPE, 1/2" WIDE, SHALL BE USED ON ALL THREADED CONNECTIONS.
6. DISSIMILAR METALS SHALL BE SEPARATED BY AN APPROVED DIELECTRIC COUPLING.
7. PLASTIC PIPE SHALL NOT BE USED ABOVE FINISH GRADE.
8. CONTRACTOR WILL PROVIDE ADJUSTABLE PIPE SUPPORT APPROVED BY CITY ENGINEER . 9. PROVIDE 24" MIN. CLEAR SPACE AROUND BLACKFLOW PREVENTER OR AT THE PUBLIC WORKS INSPECTOR DISCRETION.
NOTES:
PIPE SLEEVE
1" MIN. (TYP.)
1/2"
GALV. STEEL OR
PVC SCHEDULE 40
THRUST BLOCK (SEE
CITY STD. W-3) NOTE:
THE BACKFLOW PREVENTION ASSEMBLY SHALL
BE TESTED AND APPROVED BY AN APPROVED
AWWA OR ABPA CERTIFIED TESTER WITHIN
FIVE (5) DAYS OF INSTALLATION WITH THE
RESULTS SENT TO THE CITY OF DINUBA.
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-15
PUBLIC IMPROVEMENT STANDARDS
3/4" TO 2" REDUCED PRESSURE
PRINCIPAL BACKFLOW PREVENTERS
WATER
10"
10"
8" MIN.
VARIES
TO BE PAVED WITH 2" A.C. (85-100 PENETRATION
ASPHALT). TACK-COAT CONCRETE AND METAL
SURFACES PRIOR TO PAVING
8" CASING & COVER
CHRISTY G-5
CHRISTY G-5 CAST IRON
TRAFFIC LID OR
APPROVED EQUAL
10" CONCRETE COLLAR
UNDER PAVING
POUR CONCRETE
COLLAR AROUND
CASING-LEAVE 2" LOW
FOR AC PAVING
VALVE-AWWA NON-RISING STEM
AND O-RING SEALS RESILIENT
WEDGE GATE VALVE #12 CU TRACER WIRE
VALVE TO BE FLANGE
COUPLED TO THE MAIN
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-16
PUBLIC IMPROVEMENT STANDARDS
WATER VALVE
SPRINGLINE
1. USE SPECIAL CARE IN BEDDING FLEXIBLE PIPE TO ENSURE SIDEWALL SUPPORT.
2. LESS COVER FOR 8" PIPE MAY BE ALLOWED AT THE DISCRETION OF THE CITY ENGINEER.
3. TRACER WIRE TO BE INSTALLED ON ALL WATER MAINS, WATER SERVICES, AND HYDRANT LATERALS.
4. WHEN UNSTABLE SOIL IS ENCOUNTERED CONTRACTOR SHALL PERFORM TRENCHING ACTIVITIES PER CALIFORNIA OSHA STANDARDS.
5. JETTING OF TRENCHES IS STRICTLY PROHIBITED.
6. MINIMUM WATER MAIN SIZE SHALL BE 8". MINIMUM SEWER MAIN SIZE SHALL BE 8". MINIMUM STORM DRAIN MAIN SIZE SHALL BE 1
7. NEWLY CONSTRUCTED SEWER AND STORM DRAIN MANS SHALL BE WAYNE BALLED, MANDREL, AIR TESTED AND VIDEO INSPECTE ALL TESTING SHALL BE OVER SEEN BY A CITY REPRESENTATIVE.
8. PERMANENT RESURFACING OF PAVEMENT AREAS SHALL CONSIST OF 7" A.C. PAVING OR MATCH EXISTING PAVEMENT SECTION I PAVEMENT CUT IS WIDER THAN 6' UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. EXISTING PAVEMENT CUT EDGES SHA BE SAWCUT AND TACK COAT SHALL BE APPLIED PRIOR TO FINAL PAVING.
9. UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER, ALL CUTS MADE IN PAVEMENT 5 YEARS AND YOUNGER SHALL BE TREAT WITH THE INFRARED PAVEMENT REPAIR PROCESS A MIN. OF 6" ON EACH SIDE OF SAWCUT. FOR PAVEMENT CUTS LESS THAN 2' I WIDTH, THE INFRARED PAVEMENT REPAIR SHALL BE APPLIED TO THE ENTIRE AREA. WHEN INFRARED PAVEMENT REPAIR IS NOT REQUIRED, A CRACK SEALANT SHALL BE APPLIED ALONG THE PAVEMENT CUTS.
NOTES:
RESURFACE WITH A 7" MIN. A.C. PAVEMENT
COMPACT LEVEL WITH EXISTING SURFACE
(SEE NOTES 8 & 9)
SAWCUT EDGE PRIOR
TO REPAVING
7"
24"
3" DETECTABLE MARKING TAPE: "CHRISTY"
MODEL, OR APPROVED EQUAL
BACKFILL MATERIAL SHALL BE
MECHANICALLY COMPACTED IN 12"
MAX. LIFTS
TRENCH SHALL
COMPLY WITH
CALIFORNIA OSHA
STANDARDS
#10 GAUGE COPPER TRACER WIRE
ON WATER MAINS ONLY
SAND BACKFILL
HAND TAMPED SAND TO
SPRINGLINE IN 3" LIFTS
STABILIZATION MATERIAL, SAND OR
APPROVED EQUAL
90% MIN.
REL. COMP. PIPE DIA.
4" MIN.
12"
90% MIN. REL.
COMP.
±24"
95% MIN.
REL. COMP.
FOR 8" PIPE = 22" TO 32"
FOR 10" PIPE = 24" TO 34"
FOR 12" PIPE = 26" TO 36"
FOR 14" PIPE = 28" TO 36"
FOR 16" PIPE = 48" TO 60"
FOR 48" PIPE = 96" TO 102"
TRENCH WIDTH
8" (MIN.) THRU 12" PIPE = 42" (MIN.) COVER
OVER 12" PIPE = 48" (MIN.) COVER
WATER, SANITARY SEWER, AND STORM DRAIN MAINS
6" MIN. OVERCUT
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-17
PUBLIC IMPROVEMENT STANDARDS
TRENCH DETAIL
WM
3'
3' SAMPLING STATION
DOOR
3'-10"
1-3/4"
1/2" DIA. X 6" STEEL ANCHOR
BOLTS WITH ACORN NUTS
36" X 36" X 6" THK.
CONCRETE SLAB
1" PVC PIPE (SCH. 40)
4'-6" WIDE SIDEWALK
WM
3'
3'
SAMPLING STATION
1'
1'
6"
CURB AND GUTTER CURB AND GUTTER
A
A
7-10' PARK STRIP
1' CONCRETE PARK
STRIP (IF USED)
TOP VIEW WITH PARK STRIP TOP VIEW WITHOUT PARK STRIP
SECTION A-A
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-18
PUBLIC IMPROVEMENT STANDARDS
WATER SAMPLE STATION DETAIL 'A'
(SHEET 1 OF 2)
SHELF
DOOR TO BE MOUNTED
OPPOSITE FROM
VEHICULAR TRAFFIC AREA
SAMPLER HOUSING
3/8" O.D. COPPER TUBING
TYPE "K" SOFT DRAWN
POSITION SAMPLE LINE OUTLET
DIRECTLY OVER 1 1/2" DRAIN HOLE
3/8" TUBE SIZE IMPERIAL #100
H.D. VALVE, BRASS MOUNT ON
VALVE HOLDER
6' MIN.
3/4" P.V.C. DRAIN LINE
WITH 90° ELL (TYP)
SAMPLE LINE
FROM METER
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-19
PUBLIC IMPROVEMENT STANDARDS
WATER SAMPLE STATION DETAIL 'B'
(SHEET 2 OF 2)
FLOW
1. RESILIENT SEATED SHUT-OFF VALVES AND TEST COCKS ARE REQUIRED.
2. NO TAPS, TEES OR CONNECTIONS OF ANY KIND ARE PERMITTED BETWEEN THE WATER METER AND THE PRESSURE VACUUM BREAKER ASSEMBLY.
3. PROTECTION FROM FREEZE DAMAGE IS REQUIRED IN EXPOSED AREAS.
4. ASSEMBLY MUST BE ACCESSIBLE FOR TESTING AND MAINTENANCE PER CITY OF DINUBA MUNICIPAL CODE.
5. ASSEMBLY TO BE THE SAME SIZE AS THE WATER SUPPLY LINE PER UNIFORM PLUMBING CODE.
6. PRESSURE LOSS THROUGH PRESSURE VACUUM BREAKER ASSEMBLY MUST BE INCLUDED IN PRESSURE LOSS CALCULATIONS FOR SIZING OF THE WATER SYSTEM PER UNIFORM PLUMBING CODE.
7. DOWNSTREAM PIPING MAY HAVE VALVES IN SYSTEM.
8. INSTALL ONE UNION IN THE PIPING SYSTEM WITHIN 12 INCHES OF THE ASSEMBLY.
9. ASSEMBLY CAN NOT BE SUBJECT TO BACK PRESSURE FROM PUMPS, ELEVATION, OR OTHER SOURCES.
10. MAINTAIN A MINIMUM OF 12 INCHES, MAXIMUM OF 18 INCHES CLEARANCE AROUND ASSEMBLY.
11. ANY DEVIATION FROM THESE REQUIREMENTS SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT PRIOR TO INSTALLATION.
NOTES:
UNION JOINT
INSTALL "Y" STRAINER
WHERE DIRECTED
UNION JOINT
SPRINKLER
HEAD
VALVE
18" MIN.
FLOW
24" MIN.
60" MAX.
30" MAX.
18" MIN.
EQUIPMENT COVER PER
CITY STD. W-24
PIPE
SLEEVE
24" MIN. PIPE
SLEEVE
3.5" THICK
CONCRETE PAD
1/2"
PL
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-20
PUBLIC IMPROVEMENT STANDARDS
PRESSURE VACUUM BREAKER
BLACKFLOW PREVENTER INSTALLATION
1. INLET AND OUTLET VALVES TO BE INSTALLED AT EACH END OF ASSEMBLY.
2. ALL WATER METERS SHALL BE "NEPTUNE" REMOTE READ, OR APPROVED EQUAL.
3. ALL WATER METERS LARGER THAN 2" SHALL BE PROVIDED BY THE OWNER, DEVELOPER, OR CONTRACTOR.
NOTES:
FLOW FLOW
STRAINER
METER
APPROVED REDUCED
PRESSURE DEVICE
FLOW FLOW
THRUST BLOCK, SEE
CITY STD. W-3 (TYP.)
90° BEND
12" SPACER SPOOL
GATE VALVE
12" CLR.
GATE VALVE
90° BEND
FINISHED GRADE
CLASS "A"
CONCRETE
(6 SACK MIN.)
12" SQ.
1"
CROSS SECTION
PLAN VIEW
CONTRACTOR
WILL PROVIDE
ADJUSTABLE
PIPE SUPPORT
APPROVED BY
CITY ENGINEER
LEVEL
WATER
SUPPLY
LINE
6"
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-21
PUBLIC IMPROVEMENT STANDARDS
COMPOUND OR TURBINE METER SETTING
WITH REDUCED PRESSURE DEVICE
APPROVED BACKFLOW
ASSEMBLY REQUIRED
1. RESILIENT SEATED SHUT OFF VALVES AND TEST COCKS ARE REQUIRED.
2. NO TAPS, TEES, CONNECTIONS OF ANY KIND ARE PERMITTED BETWEEN THE WATER METER AND THE BACKFLOW ASSEMBLY.
3. PROTECTION FROM FREEZE DAMAGE MAY BE REQUIRED IN EXPOSED AREAS.
4. ASSEMBLY MUST BE ACCESSIBLE FOR TESTING AND MAINTENANCE PER CITY OF DINUBA PUBLIC WORKS DEPARTMENT.
5. ASSEMBLY TO BE THE SAME SIZE AS THE WATER SUPPLY LINE PER UNIFORM PLUMBING CODE.
6. PRESSURE LOSS THROUGH ASSEMBLY MUST BE INCLUDED IN PRESSURE LOSS CALCULATIONS FOR SIZING OF THE WATER SYSTEM PER UNIFORM BUILDING CODE.
7. MINIMUM CLEARANCES AROUND ASSEMBLY MUST BE MAINTAINED. REFER TO MINIMUM CLEARANCE CHART ON THIS PAGE.
8. DRAINAGE TO EXTERIOR OF THE BUILDING IS REQUIRED WHEN ASSEMBLY IS INSTALLED INSIDE.
9. ANY DEVIATION FROM THESE REQUIREMENTS SHALL BE APPROVED BY THE WATER SYSTEM MANAGER OR CROSS CONNECTION CONTROL SPECIALIST PRIOR TO INSTALLATION.
10. THE BACKFLOW PREVENTER DEVICES AND INSTALLATIONS SHALL BE APPROVED BY THE CITY OF DINUBA PUBLIC WORKS DEPARTMENT.
11. BACKFLOW ASSEMBLY SHALL BE INSPECTED AND TESTED BY THE PUBLIC WORKS DEPARTMENT OR PROVIDE A CERTIFICATE SHOWING THE ASSEMBLY WAS TESTED AND PASSED.
NOTES:
FLOW
LEVEL
FINISHED GRADE
12" TO 18"
24" MIN.
60" MAX.
WATER SUPPLY LINE FLOW
THRUST BLOCK, SEE
CITY STD. W-3 (TYP.)
MINIMUM CLEARANCE
SIZE DC A B C
1" TO 3" 12" 24" 12"
4" & UP 24" 24" 12"
B
C
DOUBLE CHECK
ASSEMBLY
C
MINIMUM CLEARANCE LINE
TEST COCKS
PIPE SLEEVE
1/2"
3.5" THICK PIPE SLEEVE
CONCRETE PAD CONTRACTOR WILL
PROVIDE ADJUSTABLE
PIPE SUPPORT
APPROVED BY CITY
ENGINEER
EQUIPMENT COVER,
SEE CITY STD. W-24
A
PL
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-22
PUBLIC IMPROVEMENT STANDARDS
DOUBLE CHECK VALVE
PERMANENTLY
ATTACHED PIPE
HOSE CONNECTION
FROM WATER SOURCE
APPROVED AIR GAP
AIR-GAP PROTECTION
MECHANICAL ASSEMBLY PROTECTION
APPROVED RP
FROM WATER
SOURCE
APPROVED RP
FROM WATER
SOURCE
1. AIR-GAP MUST BE AN APPROVED "AIR-GAP" SYSTEM.
2. MECHANICAL BACKFLOW PREVENTER MUST BE AN APPROVED REDUCED PRESSURE PRINCIPAL ASSEMBLY.
3. BACKFLOW ASSEMBLY MUST BE TESTED BY A CERTIFIED BACKFLOW PREVENTION DEVICE TESTER, WHO IS REGISTERED WITH CITY. THE TESTS SHALL BE PERFORMED ONCE A YEAR. THE TEST RESULTS MUST BE PROVIDED TO THE CITY.
4. TYPICAL EQUIPMENT: WATER TRUCKS, PEST CONTROL TRUCKS, HYDROSEEDING EQUIPMENT, PORTABLE WASHING, AND STEAM CLEANING EQUIPMENT.
REQUIREMENTS:
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-23
PUBLIC IMPROVEMENT STANDARDS
APPROVED PORTABLE WATER
TRANSPORT BACKFLOW PROTECTION
· PLASTICOTE POWDER COAT FINISH
· ACCEPTS PADLOCK
· FOREST GREEN IN COLOR
· PLASTICOTE POWDER COAT FINISH
· ACCEPTS PADLOCK
· HINGED FOR EASY ACCESS
· FOREST GREEN IN COLOR
LIFT-OFF ENCLOSURES
TYPE LENGTH (L) HEIGHT (H) WIDTH (W)
GS-.5 12" 18" 10"
GS-1 22" 24" 10"
GS-2 30" 24" 10"
GS-3.3 30" 30" 16"
H
L
L
H
W
W
HINGED BODY ENCLOSURES
TYPE LENGTH (L) HEIGHT (H) WIDTH (W)
GS-3 40" 24" 10"
GS-4 46" 30" 16"
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-24
PUBLIC IMPROVEMENT STANDARDS
EQUIPMENT COVERS
CROSS CONNECTION
NOTES:
LINE VALVE (RT X RT)
GATE VALVE (FL X RT)
SECONDARY LINE
CROSS (FL)
TRANSMISSION GRID LINE TRANSMISSION GRID LINE
SECONDARY LINE
TEE (FL)
GATE VALVE (FL X RT)
1. MAXIMUM DISTANCE BETWEEN VALVES
IS 500'.
TEE CONNECTION
CL
CL
CL
CL
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-25
PUBLIC IMPROVEMENT STANDARDS
WATER MAIN INTERSECTION
CONNECTIONS
P.U.E.
UTILITY
TRENCH
CITY R/W
6' 6'
WATER
MAIN
10' MIN.
(O.D. TO O.D.) STORM
DRAIN MAIN
SANITARY
SEWER MAIN
UTILITY
TRENCH
P.U.E.
1. WATER MAINS AND STORM DRAIN MAINS SHALL BE PLACED NORTH OR WEST OF THE STREET CENTERLINE.
2. SANITARY SEWER MAINS SHALL BE PLACED TO THE SOUTH OR EAST OF THE STREET CENTERLINE.
3. FOR LOCATION OF WATER SERVICES AND SEWER LATERALS, SEE CITY STD. SS-1.
4. THERE SHALL BE A 10' MINIMUM OUTSIDE OF PIPE TO OUTSIDE OF PIPE DISTANCE BETWEEN WATER MAINS, SANITARY SEWER MAINS AND STORM DRAIN MAINS.
5. BACKFILL IN PARKWAY OR STREET INSTALLATIONS SHALL BE AS REQUIRED BY CITY STD. W-12.
6. LOCATION OF UTILITY TRENCHES SHALL BE WITHIN THE P.U.E. EXCEPT FOR CROSSINGS.
7. AT NO TIME WILL SANITARY SEWER LINES BE ALLOWED IN A TRENCH OCCUPIED BY PRIMARY OR SECONDARY ELECTRICAL POWER.
8. EACH UTILITY COMPANY MAY HAVE ONE OR MORE CONDUITS OR CONDUCTORS IN A JOINT UTILITY TRENCH.
9. DEPTHS TO VARY ACCORDING TO CONDUIT SIZES AND LATERAL INTERFERENCE AND UTILITY COMPANY SPECIFICATIONS.
10. ALL CONDUCTORS OR CONDUITS SHALL HAVE 3" MINIMUM CLEARANCE FROM TRENCH SIDEWALL.
NOTES:
MINIMUM PIPE DIAMETER FOR:
WATER MAIN:8"
SANITARY SEWER MAIN: 8"
STORM DRAIN MAIN: 18"
10' MIN.
(O.D. TO O.D.)
PL
CL
6'
42" (TYP.) UNLESS
OTHERWISE NOTED
AND APPROVED BY
THE CITY ENGINEER
PL
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-26
PUBLIC IMPROVEMENT STANDARDS
LOCATIONS OF UTILITY MAINS
STORM DRAIN
SANITARY SEWER
WATER MAIN
SANITARY SEWER
WATER MAIN
STORM DRAIN
1. THIS "STANDARD" IS A GUIDE ONLY AND DEVIATIONS WILL BE ACCEPTABLE WHERE CONDITIONS DICTATE.
2. DIMENSIONS SHOWN ARE DESIRABLE BUT DO NOT GOVERN.
3. THE INTENTION IS TO SHOW THE RELATIVE POSITION OF ALL UTILITIES.
4. ANY CHANGES OR DEVIATION MUST BE APPROVED BY THE CITY ENGINEER.
MH
MH 6' MIN.
NOTES:
CL
10' MIN.
10' MIN.
6' MIN.
CL CL
CL
CITY COUNCIL APPROVAL:
APPROVED BY CITY ENGINEER
APPROVED BY PUBLIC WORKS DIRECTOR
REVISIONS
NAME BY DATE
W-27
PUBLIC IMPROVEMENT STANDARDS
LOCATIONS FOR UNDERGROUND CONDUITS
& PIPES IN RESIDENTIAL AREA CITY STREETS
City Council Staff Report
Department: ENGINEER/PLANNING January 24, 2023
To: Mayor and City Council
From: Jason Watts, City Engineer
Subject:
Resolution No. 2023-05 Accepting 2022 Engineering and Traffic Survey and Adopting Proposed Speed Limits (JW)
RECOMMENDATION
Council adopt Resolution No. 2023-05 approving the traffic speed limits recommended in the 2022 Engineering and Traffic Survey.
EXECUTIVE SUMMARY
The California Vehicle Code requires that engineering and traffic surveys for speed limits be conduced every five (5) years on streets that are not prima facie (25 mph).
The 2022 Engineering and Traffic Survey was completed and includes proposed speed limits for major collectors and arterials. The City Council must adopt the recommended speed limits in order to allow the Police Department to legally issue traffic citations and the courts to enforce said citations.
OUTSTANDING ISSUES
None.
DISCUSSION
As stated in the 2022 Engineering and Traffic Survey, the CVC (California Vehicle Code) section 40802 specifies that an ET&S (Engineering and Traffic Survey) be performed every five years to verify the prima facie speed limits before speed enforcement by radar or any other similar electronic measuring device is legal.
The 2022 Engineering and Traffic Survey was completed in accordance with CVC section 627. The traffic speed data was collected by Metro Traffic Data, Inc., the engineering survey was completed by A&M Consulting Engineers, and the traffic collision data was provided by the Dinuba Police Department. Speed surveys were conducted on the major collector and arterial streets within the City and proposed speed limits are identified in Resolution No. 2023-05 enclosed herein as Attachment 'A'. The major roadways surveyed are as follows:
1. Alta Avenue
2. El Monte Way
3. Englehart Avenue
4. Kamm Avenue
5. Monte Vista Drive
6. Nebraska Avenue
7. Saginaw Avenue
8. Sierra Way
9. Surabian Drive
The speed limits currently posted throughout town follow the 2017 Engineering and Traffic Survey previously completed and accepted by City Council. Once staff received the new data from A&M Consulting Engineers and evaluated the existing 85th percentile of traffic, staff agreed that per the current CVC keeping the current speed limits throughout town made the most sense.
The 2022 Engineering and Traffic Survey explains the methodology and criteria used to determine the speed zones on each road segment. A full copy of the report is enclosed herein as Attachment 'B'.
FISCAL IMPACT
There is no fiscal impact from approval of this study.
PUBLIC HEARING
None.
ATTACHMENTS:
Description
A. Resolution No. 2023-05 Adopting Speed Limits
B. 2022 Engineering and Speed Survey
RESOLUTION 2023-05
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DINUBA AMENDING THE
OFFICIAL SPEED ZONE LIST PURSUANT TO
CHAPTER 10.12 OF TITLE 10, VEHICLES AND TRAFFIC
WHEREAS, the Council of the City of Dinuba, pursuant to Chapter 10.12 inclusive of Title 10, Vehicles and Traffic, of the Ordinance Code, may enact prima facie speed limits on various roadways or portions thereof within the City of Dinuba; and WHEREAS, an “Engineering and Traffic” survey was performed pursuant to section
10.12.020 of the Ordinance Code; and
WHEREAS, said prima facie speed limits are enacted pursuant to the provisions as set forth within the California Vehicle Code;
NOW, THEREFORE BE IT RESOLVED by the Council of the City of Dinuba as follows:
Under the provisions of Chapter 10.12 inclusive of Title 10, Vehicles and Traffic, of the Ordinance Code, the prima facie speed limit for the following roadway, or portions thereof, are hereby determined and declared to be as shown below, and shall be included in the official City of Dinuba Speed Zone List:
The above prima facie speed limits shall become effective with the posting of the appropriate speed limit signs.
Street Name Limits
Current
Posted Speed
Limit
Proposed Speed
Limit
N. Alta Ave Ave 430 to Nebraska 50 50
N. Alta Ave Nebraska to Saginaw 40 40
N. Alta Ave Saginaw to El Monte N.P. / 40 40
S. Alta Ave El Monte to Sierra 35 35
S. Alta Ave Sierra to Kamm 45 45
S. Alta Ave Kamm to Southern City
Limits 50 50
W. El Monte Way Western City Limits to
Road 62 55 55
W. El Monte Way Road 62 to Road 68 50 50
W. El Monte Way Road 68 to Englehart 50 50
W. El Monte Way Englehart to Monte Vista 45 45
W. El Monte Way Monte Vista to Alta 40 40
N. Englehart Ave Nebraska to Saginaw 50 / 45 45 / 45
N. Englehart Ave Saginaw to El Monte 45 45
S. Englehart Ave El Monte to Sierra 45 45
W. Kamm Ave (Ave 408) Road 64 to Road 70 N.P. 55
W. Kamm Ave (Ave 408) Road 70 to Road 74 N.P. / 55 55
Street Name Limits
Current
Posted Speed
Limit
Proposed Speed
Limit
W. Kamm Ave (Ave 408) Road 74 to Alta N.P. 55
S. Monte Vista Drive El Monte to Sierra 40 40
W. Nebraska Ave Englehart to Viscaya 50 50
W. Nebraska Ave Viscaya to Alta 30 30
W. Saginaw Ave Euclid to Alta 30 30
W. Sierra Way Englehart to Monte Vista 45 45
W. Sierra Way Monte Vista to Alta 45 45
W. Surabian Drive Monte Vista to Alta 40 40
*N.P. = Not Posted
NOW, THEREFORE, BE IT RESOLVED that the City Council of Dinuba herby takes the following actions:
1. The above recitals are true and correct and are adopted as the findings of the City Council.
2. The provisions of this Resolution are severable and if any provision, clause, sentence, word or part thereof is held illegal, invalid, unconstitutional, or inapplicable to any person or circumstances, such illegality, invalidity, unconstitutionality, or inapplicability shall not affect or impair any of the remaining provisions, clauses, sentences, sections, words or parts thereof of the Resolution or their applicability to other persons or circumstances.
3. That the City Clerk shall certify to the adoption of this Resolution and that the same shall be in full force and effect.
IN WITNESS THEREOF, I, Maribel Reynosa, Mayor of the City of Dinuba have hereunto set my hand and caused the great seal of the City of Dinuba to be affixed, on this _____ day of ____________________ two-thousand-twenty-three.
PASSED AND ADOPTED this ___ day of _______________, 20_____ by the following vote:
AYES: COUNCIL MEMBERS:
NOES: COUNCIL MEMBERS:
ABSTAIN: COUNCIL MEMBERS:
ABSENT: COUNCIL MEMBERS:
________________________________
Maribel Reynosa, Mayor
ATTEST:
______________________________
Maria Alaniz, City Clerk
City of Dinuba Engineering & Traffic Survey
i | Page
CONTENTS
Introduction................................................................................................................................ 1 Study Area and Procedure ........................................................................................................ 1 Criteria for Analysis ................................................................................................................... 6 Results and Recommendations................................................................................................. 7 Appendix A: Traffic Accident Reports ...................................................................................... 11 Appendix B: Speed Survey Forms........................................................................................... 56 TABLES
Table 1: Traffic Collisions for Each Roadway Segment............................................................. 5 Table 2: Recommended Speed Limits for Each Roadway Segment ......................................... 9 City of Dinuba Engineering & Traffic Survey
1 | Page
INTRODUCTION
This Engineering and Traffic Survey (E&TS) has been prepared as the basis for establishing and enforcing speed limits for selected roadways within the City of Dinuba. The City has tasked A&M Consulting Engineers with preparing an E&TS to determine if speed limits should be modified based on current conditions and to enable the Police Department to utilize speed enforcement by radar. The work provided herein is in accordance with procedures established in the California Vehicle Code (CVC), the California Manual for Setting Speed Limits, and the California Manual on Uniform Traffic Control Devices (CA MUTCD).
In accordance with CVC Section 627, an E&TS shall consider prevailing speeds, collision history, and existing highway, traffic, and roadside conditions not readily apparent to the driver.
Other factors that may be regarded include residential density and the safety of pedestrians and bicyclists. CVC Section 40802 specifies that an E&TS must have been performed within five years to verify the prima facie speed limit before speed enforcement by radar or any other similar electronic measuring device is legal. Additionally, surveys can be extended to seven or fourteen years based on requirements per the specified section.
STUDY AREA AND PROCEDURE
A data collection process was conducted in June and November of 2022. The data consists of recorded prevailing speeds of vehicles, existing roadway conditions, and reported crashes for nine roads within the City of Dinuba.
The prevailing speeds of vehicles for each roadway segment were recorded in speed surveys.
The speed surveys were conducted using radars on weekdays during off-peak hours. The surveys recorded the prevailing speeds of 100 vehicles in both directions for each roadway segment. The speed survey forms can be found in Appendix B. The 85th percentile speed, 10 mph pace, average speed, and posted speed limit are included and defined as follows:
• 85th Percentile Speed: The speeds of 100 vehicles must be plotted from highest to lowest. The 85th percentile speed is defined as the speed of the 15th vehicle down from the top speed.
• 10 mph Pace: The 10 mph increment of speed containing the largest number of vehicles.
• Average Speed: The summation of the speeds divided by the number of vehicles. • Posted Speed Limit: The speed limit shown on the Speed Limit sign (R2-1).
Roadway conditions for the segments of each street analyzed in the study were reviewed. This included local land uses, driveways, curbside parking, traffic control devices, number of lanes, divided or undivided roadways, pedestrian and bicycle usage, existing posted speed limits, and other unusual conditions not readily apparent to the driver.
City of Dinuba Engineering & Traffic Survey
2 | Page
The roadway segments and their associated characteristics that are evaluated in this study are the following:
• N. Alta Avenue – Avenue 430 to Nebraska Avenue: This section of Alta Avenue is undivided with one through lane in each direction. The area is partially developed with residential and industrial land uses, including a mobile home park. The existing posted speed limit is 50 mph in both directions.
• N. Alta Avenue – Nebraska Avenue to E. Saginaw Avenue: This section of Alta Avenue is mostly developed with residential and commercial land uses. Half of the section (from Nebraska Avenue to Davis Drive) is undivided with one through lane in each direction.
The other half (from Davis Drive to E. Saginaw Avenue) has two through lanes in each direction with a two-way left-turn lane and curbside parking permitted on the west side.
The existing posted speed limit is 40 mph in both directions. • N. Alta Avenue – E. Saginaw Avenue to El Monte Way: This section of Alta Avenue has two through lanes in each direction traversing residential and commercial land use with several driveways. A two-way left-turn lane is installed midsection from North Way to E.
Saginaw Avenue. Curbside parking and bike routes are incorporated on both sides. The existing posted speed limit is 40 mph in the southbound direction, and there is no posted speed limit in the northbound direction.
• S. Alta Avenue – El Monte Way to Sierra Way: This section of Alta Avenue has two through lanes in each direction and is divided by raised medians containing left-turn pockets. This area predominantly consists of commercial land use with some driveways.
Bike routes are incorporated on both sides, while curbside parking is only on the east side. The existing posted speed limit is 35 mph in both directions. • S. Alta Avenue – Sierra Way to Kamm Avenue: This section of Alta Avenue has two through lanes in each direction and is divided by raised and painted medians containing left-turn pockets and a segment with a two-way left-turn lane. This segment comprises minimal commercial developments, with the west side primarily undeveloped. Curbside parking and bike routes are incorporated on both sides. The existing posted speed limit is 45 mph in both directions.
• S. Alta Avenue – Kamm Avenue to Southern City Limits: This section of Alta Avenue has two through lanes in each direction with a two-way left-turn lane and approximately five feet shoulders. This area is mostly undeveloped, with half the east side bordering housing developments. Curbside parking is prohibited on the east side. The existing posted speed limit is 50 mph in both directions.
• W. El Monte Way – Western City Limits to Road 62: This section of El Monte Way has two through lanes in each direction with a two-way left-turn lane. This area is undeveloped, with only one residential lot accessed via two driveways. Curbside parking is prohibited on both sides, and pedestrian traffic is rare to nonexistent. The existing posted speed limit is 55 mph in both directions. • W. El Monte Way – Road 62 to Road 68: This section of El Monte Way has two through lanes in each direction with a two-way left-turn lane traversing some commercial and residential land uses with multiple driveways. Curbside parking is prohibited on both sides. The existing posted speed limit is 50 mph in both directions.
City of Dinuba Engineering & Traffic Survey
3 | Page
• W. El Monte Way – Road 68 to Englehart Avenue: This section of El Monte Way has two through lanes in each direction with a two-way left-turn lane traversing some commercial and residential land uses with multiple driveways. Curbside parking is prohibited on both sides. The existing posted speed limit is 50 mph in both directions. • W. El Monte Way – Englehart Avenue to Monte Vista Drive: This section of El Monte Way has two through lanes in each direction with a two-way left-turn lane. This is a developed area consisting of primarily commercial land uses. The north side includes some residential frontage as well as borders residential developments. Curbside parking is prohibited on both sides, with the exception of parking along one block. Bike routes are incorporated on both sides. The existing posted speed limit is 45 mph in both directions.
• W. El Monte Way – Monte Vista Drive to Alta Avenue: This section of El Monte Way has two through lanes in each direction with a two-way left-turn lane. This is a developed area consisting of primarily commercial land uses and a housing complex. Curbside parking is allowed on half of the north side, and bike routes are incorporated on both sides. The existing posted speed limit is 40 mph in both directions. • N. Englehart Avenue – Nebraska Avenue to Saginaw Avenue: This section of Englehart Avenue is undivided with one through lane in each direction and four feet shoulders on both sides. This area is mostly undeveloped with some residential land uses and driveways. The road geometrics include horizontal curves, followed by an unguarded (no active warning devices or automatic gates) railroad crossing. The existing posted speed limit is 50 mph in the northbound direction and 45 mph in the southbound direction.
• N. Englehart Avenue – Saginaw Avenue to El Monte Way: This section of Englehart Avenue is undivided with one through lane in each direction and excludes curbside parking. The east side borders residential developments, while the west side is mostly undeveloped with a block of residential developments. The existing posted speed limit is 45 mph in both directions.
• S. Englehart Avenue – El Monte Way to Sierra Way: This section of Englehart Avenue is undivided with one through lane in each direction. Curbside parking is permitted on the east side south of the commercial frontage. The east side consists of a park and commercial land uses. The west side is mostly undeveloped with one residential dwelling. The existing posted speed limit is 45 mph in both directions. • W. Kamm Avenue – Road 64 to Road 70: This section of Kamm Avenue is undivided, with one through lane in each direction. This area is mostly undeveloped with minimal residential land uses and driveways. There are no posted speed limits in either direction.
• W. Kamm Avenue – Road 70 to Road 74: This section of Kamm Avenue is undivided, with one through lane in each direction. This area is mostly undeveloped with minimal residential land uses and driveways. There is no posted speed limit in the eastbound direction and a 55 mph posted speed limit in the westbound direction. • W. Kamm Avenue – Road 74 to Alta Avenue: This section of Kamm Avenue is undivided, with one through lane in each direction. This area is mostly undeveloped with City of Dinuba Engineering & Traffic Survey
4 | Page
minimal residential land uses and driveways. There are no posted speed limits in either direction.
• S. Monte Vista Drive – El Monte Way to Sierra Way: This section of Monte Vista Drive has one through lane in each direction with a two-way left-turn lane traversing commercial and industrial land uses. Curbside parking (including trucks) and bike routes are incorporated on both sides. The existing posted speed limit is 40 mph in both directions.
• W. Nebraska Avenue – Englehart Avenue to Viscaya Parkway: This section of Nebraska Avenue is undivided with one through lane in each direction. This area is mostly undeveloped with minimal residential land uses and driveways. The existing posted speed limit is 50 mph.
• W. Nebraska Avenue – Viscaya Parkway to Alta Avenue: This section of Nebraska Avenue has one through lane in each direction traversing mostly residential land use. A two-way left-turn lane is installed midsection from Euclid Avenue to Viscaya Parkway.
Adjacent to the two-way left-turn lane are bike lanes on both sides and curbside parking on the south side. The existing posted speed limit is 45 mph in both directions. • W. Saginaw Avenue – Euclid Avenue to Alta Avenue: This section of Saginaw Avenue has one through lane in each direction and is undivided. The north side includes one commercial frontage and borders a few residential developments, while the south side is undeveloped. Bike lanes are incorporated on both sides, and curbside parking is prohibited. The road geometrics include horizontal curves. The existing posted speed limit is 30 mph in both directions.
• W. Sierra Way – Englehart Avenue to Monte Vista Drive: This section of Sierra Way is undivided, with one through lane in each direction. This area is undeveloped but includes one residential development and a park. The north side includes designated curbside truck parking. The existing posted speed limit is 45 mph in both directions. • W. Sierra Way – Monte Vista Drive to Alta Avenue: This section of Sierra Way is undivided, with one through lane in the eastbound direction and two through lanes in the westbound direction. This area comprises industrial development on the north side and is mostly undeveloped, with few residential developments on the south side. Curbside parking is incorporated on the north side only. The existing posted speed limit is 45 mph in both directions.
• W. Surabian Drive – Monte Vista Drive to Alta Avenue: This section of Surabian Drive is undivided with one through lane in each direction. This segment is within the City’s Industrial Park and is mostly undeveloped, with one commercial development on the north side. Curbside parking and bike routes are incorporated on both sides. The road geometrics of the eastern half of the section includes horizontal curves. The existing posted speed limit is 40 mph in both directions.
6-Year Traffic Accident Reports for each roadway segment except W. El Monte Way from Western City Limits to Road 62 and W. El Monte Way from Road 62 to Road 68 were provided by the City of Dinuba. The accident reports are shown in Appendix A and grouped by segment, date, and time. This study used the three most recent years of collision data from January 1, 2019, to December 31, 2021. The table on the following page summarizes the total number of collisions per year per roadway segment.
City of Dinuba Engineering & Traffic Survey
5 | Page
Table 1: Traffic Collisions for Each Roadway Segment
Street Start End
Collisions
2019 2020 2021 Total
N. Alta Avenue Avenue 430 Nebraska Avenue 1 1 2 4
N. Alta Avenue Nebraska Avenue E. Saginaw Avenue 12 5 15 32 N. Alta Avenue E. Saginaw Avenue El Monte Way 32 20 28 80 S. Alta Avenue El Monte Way Sierra Way 21 14 21 56
S. Alta Avenue Sierra Way Kamm Avenue 12 8 6 26
S. Alta Avenue Kamm Avenue Southern City Limits 1 0 2 3 W. El Monte Way Western City Limits Road 62 - - - -
W. El Monte Way Road 62 Road 68 - - - -
W. El Monte Way Road 68 Englehart Avenue 5 6 8 19
W. El Monte Way Englehart Avenue Monte Vista Drive 10 13 36 59 W. El Monte Way Monte Vista Drive Alta Avenue 80 54 76 210 N. Englehart Avenue Nebraska Avenue Saginaw Avenue 3 0 1 4 N. Englehart Avenue Saginaw Avenue El Monte Way 0 0 2 2 S. Englehart Avenue El Monte Way Sierra Way 0 0 0 0
W. Kamm Avenue Road 64 Road 70 1 1 0 2
W. Kamm Avenue Road 70 Road 74 1 1 1 3
W. Kamm Avenue Road 74 Alta Avenue 0 0 1 1
S. Monte Vista Drive El Monte Way Sierra Way 4 9 2 15
W. Nebraska Avenue Englehart Avenue Viscaya Parkway 0 1 1 2 W. Nebraska Avenue Viscaya Parkway Alta Avenue 1 3 5 9
W. Saginaw Avenue Euclid Avenue Alta Avenue 0 1 0 1
W. Sierra Way Englehart Avenue Monte Vista Drive 3 2 4 9 W. Sierra Way Monte Vista Drive Alta Avenue 2 4 3 9
W. Surabian Drive Monte Vista Drive Alta Avenue 1 2 1 4 City of Dinuba Engineering & Traffic Survey
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CRITERIA FOR ANALYSIS
The CVC and CA MUTCD set forth the criteria for establishing speed limits within speed zones that differ from the statutory and prima facie speed limits. CVC 627 states that an E&TS shall consider the prevailing speeds of vehicles, crash records, roadside conditions not readily apparent to the driver, and other requirements per the Department of Transportation.
Additionally, residential density and pedestrian and bicyclist safety may be considered. Speed limits are established at the nearest 5 mph increment of the 85th percentile speed of freeflowing traffic, which is considered safe and reasonable. Setting speed limits to an arbitrarily low speed can create a significant number of violators and result in violations being dismissed in court. Additionally, the speed limit may be posted at 5 mph below the nearest 5 mph increment of the 85th percentile if justified per CVC Section 22358.
In compliance with CVC Section 22358, the CA MUTCD states two options with three examples of when establishing a posted speed limit can be reduced from the nearest 5 mph increment of the 85th percentile.
• Option 1: The posted speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed, in compliance with CVC Sections 627 and 22358.5. If the speed limit to be posted has had the 5 mph reduction applied, then an E&TS shall document in writing the conditions and justification for the lower speed limit and be approved by a registered Civil or Traffic Engineer. • Option 2: For cases in which the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, then the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used. Refer to CVC Section 21400(b).
The CA MUTCD provides the following three examples to demonstrate how the two options are applied:
Example 1: Using Option 1 above and first step is to round down: If the 85th percentile speed in a speed survey for a location was 37 mph, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 37 mph speed. As indicated by the option, this 35 mph established speed limit could be reduced by 5 mph to 30 mph if the conditions and justification for using this lower speed limit are documented in the E&TS and approved by a registered Civil or Traffic Engineer.
Example 2: Using Option 1 above and first step is to round up: If the 85th percentile speed in a speed survey for a location was 33 mph, then the speed limit would be established at 35 mph since it is the closest 5 mph increment to the 33 mph speed. As indicated by the option, this 35 mph speed limit could be reduced by 5 mph to 30 mph if the conditions and justification for using this lower speed limit are documented in the E&TS and approved by a registered Civil or Traffic Engineer.
Example 3: Using Option 2 above and first step is to round up: If the 85th percentile speed in a speed survey for a location was 33 mph, instead of rounding up to 35 mph, City of Dinuba Engineering & Traffic Survey
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the speed limit can be established at 30 mph, but no further reductions can be applied (which is allowed in the two examples above).
High collision within a roadway segment could be used to justify a 5 mph reduction. If crash records reveal a high number of crashes on a roadway within a three-year time period, the segment will be analyzed for whether or not the collisions were speed-related and how a 5 mph reduced speed limit can reduce crashes.
Other factors that are not readily apparent to the driver could also be used to justify a 5 mph reduction. These factors include:
• road characteristics, grade, alignment, sight distance • access points
• curbside parking and bicycle/pedestrian use
• business/residential development
CVC Section 235 defines a business district as an area on a roadway containing 50 percent or more of building frontage used for business for a minimum distance of 600 feet on one side or 300 feet on both sides. CVC Section 515 defines a residence district as an area of a roadway containing property frontage of 13 or more dwelling units or business structures on one side or 16 on both sides for a minimum quarter-mile distance.
The statutory and prima facie speed limits are statutes presented in CVC 22349 and 22352, respectively. CVC 22349 sets the statutory maximum speed limit on a multi-lane highway at 65 mph unless otherwise approved by the Department of Transportation and the statutory maximum speed limit on a two-lane undivided highway at 55 mph. CVC 22352 sets the prima facie speed limits for uncontrolled railway crossings, uncontrolled intersections, and alleyways at 15 mph and business and residential districts, school zones, and senior centers at 25 mph.
RESULTS AND RECOMMENDATIONS
The recommended speed limits for the roadway segments within this study were established using the results of the attached Speed Survey Forms in Appendix B and the criteria outlined in the California Vehicle Code (CVC), the California Manual for Setting Speed Limits, and the California Manual on Uniform Traffic Control Devices (CA MUTCD).
The speed limits were determined based on the nearest 5 mph increment of the 85th percentile speeds of free-flowing traffic or 5 mph below the nearest increment per the two options given in the CA MUTCD. The existing posted speed limit, 85th percentile speed, and recommended speed limit for each roadway segment are presented in Table 2. Nine roadway segments resulted in recommended speed limits based on the nearest 5 mph increment of the 85th percentile speeds, nine segments implemented CA MUTCD Option 2, three segments implemented CA MUTCD Option 1, and three segments were set at the statutory maximum speed limit. This resulted in the recommendations for all the roadway segments except one to maintain the existing posted speed limits.
City of Dinuba Engineering & Traffic Survey
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Justifications for recommending a posted speed limit at 5 mph below the nearest 5 mph increment of the 85th percentile speed using CA MUTCD Option 1 are as follows:
• S. Alta Avenue from Kamm Avenue to Southern City Limits: This segment is currently posted at 50 mph and has two through lanes in each direction with curbside parking prohibited on the east side. The speed survey determined the 85th percentile to be 57 mph which, when rounded to the nearest 5 mph increment, would result in a posted speed limit of 55 mph. However, the City of Dinuba is currently constructing a new high school on the southwest corner of Alta Avenue and Kamm Avenue, which is expected to be completed in the fall of 2024. When completed, this roadway segment will be adjacent to and within 1,000 feet of the new school and is expected to experience high pedestrian traffic. Additionally, the traffic accident reports for this segment revealed three collisions within the past three years. Due to the construction of the new high school, anticipated high pedestrian traffic, and collisions, it is recommended to apply an additional 5 mph reduction from the 85th percentile speed and maintain the posted speed limit of 50 mph.
• N. Englehart Avenue – Nebraska Avenue to Saginaw Avenue: This segment currently consists of posted speed limits that differ per the direction of travel, 50 mph in the northbound direction and 45 mph in the southbound direction. The speed survey determined the 85th percentile speed to be 51 mph which, when rounded to the nearest 5 mph increment, would result in a posted speed limit of 50 mph. However, the current roadway conditions for this segment include horizontal curves, which are followed by an unguarded (no active warning devices or automatic gates) railroad crossing.
Additionally, this segment has experienced four reported collisions within the past three years. Due to the roadway conditions that may not be readily apparent to the driver at high speeds and the collisions, it is recommended to apply an additional 5 mph reduction from the 85th percentile speed and maintain the posted speed limit of 45 mph in the southbound direction and reduce the posted speed limit of 50 mph to 45 mph in the northbound direction.
• W. Sierra Way from Englehart Avenue to Monte Vista Drive: This segment is currently posted at 45 mph and has one through lane in each direction with curbside parking and designated truck parking. The adjacent land use includes a park that experiences heavy pedestrian traffic that may not be apparent to unfamiliar drivers. The adjacent segments to the west and east consist of posted speed limits of 40 mph and 45 mph, respectively.
Due to high pedestrian use and to maintain uniformity with adjacent segments, it is recommended to maintain the posted speed limit of 45 mph.
The three segments that resulted in setting the speed limit at the statutory maximum speed were all within one roadway, Kamm Avenue. Kamm Avenue resulted in an 85th percentile speed of 65 mph within one segment and 60 mph within two segments. Kamm Avenue consists of a posted speed limit of 55 mph or no posted speed limit. It is recommended to preserve the speed limit of 55 mph within all three segments due to Kamm Avenue being a two-lane undivided roadway. According to the statute in CVC Section 22349, the maximum City of Dinuba Engineering & Traffic Survey
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speed limit on a two-lane undivided highway is 55 mph. Thus, the reductions from prevailing speeds on all segments of Kamm Avenue are justified.
The only segment that resulted in a recommended posted speed limit change is the segment of N. Englehart Avenue from Nebraska Avenue to Saginaw Avenue. This segment of N.
Englehart Avenue consists of differing posted speed limits in both directions. It is recommended to post speed limits that are consistent in both directions by decreasing the posted speed limit in the northbound direction from 50 mph to 45 mph, consistent with the posted speed limit in the southbound direction of 45 mph.
Table 2: Recommended Speed Limits for Each Roadway Segment Street From To Posted
Speed Limit
85th Percentile
Speed
Recommended
Speed Limit Justification
N. Alta Avenue Avenue 430 Nebraska
Avenue 50 52 50 Closest 5 mph increment
based on 85th percentile
N. Alta Avenue Nebraska
Avenue
E. Saginaw
Avenue 40 44 40 CA MUTCD Option 2
N. Alta Avenue E. Saginaw
Avenue
El Monte
Way N.P. / 40 42 40 Closest 5 mph increment
based on 85th percentile
S. Alta Avenue
El Monte
Way Sierra Way 35 40 35 CA MUTCD Option 2
S. Alta Avenue Sierra Way Kamm
Avenue 45 50 45 CA MUTCD Option 2
S. Alta Avenue
Kamm
Avenue
Southern
City Limits 50 57 50
Current high school
construction, anticipated
high pedestrian activity &
collisions
W. El Monte
Way
Western City
Limits Road 62 55 60 55 CA MUTCD Option 2
W. El Monte
Way Road 62 Road 68 50 54 50 CA MUTCD Option 2
W. El Monte
Way Road 68 EnglehartAvenue 50 54 50 CA MUTCD Option 2
W. El Monte
Way
Englehart
Avenue
Monte Vista
Drive 45 50 45 CA MUTCD Option 2
W. El Monte
Way
Monte Vista
Drive
Alta
Avenue 40 44 40 CA MUTCD Option 2
N. Englehart
Avenue
Nebraska
Avenue
Saginaw
Avenue 50 / 45 51 45 / 45∗
Horizontal curve,
unguarded railroad
crossing & collisions
N. Englehart
Avenue
Saginaw
Avenue
El Monte
Way 45 44 45 Closest 5 mph increment
based on 85th percentile
Note:
## / ## Posted speed limits differ in direction; Speed limits per direction are presented as: Northbound / Southbound or Eastbound / Westbound
∗ Recommended posted speed limit change in one direction only N.P. Not Posted
City of Dinuba Engineering & Traffic Survey
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Table 2: Recommended Speed Limits for Each Roadway Segment (continued) Street From To Posted
Speed Limit
85th Percentile
Speed
Recommended
Speed Limit Justification
S. Englehart
Avenue
El Monte
Way Sierra Way 45 49 45 CA MUTCD Option 2
W. Kamm
Avenue
Road 64 Road 70 N.P. 63 55 Max speed limit for twolane undivided highway W. Kamm
Avenue
Road 70 Road 74 N.P. / 55 61 55 Max speed limit for twolane undivided highway W. Kamm
Avenue
Road 74 Alta
Avenue N.P. 59 55 Max speed limit for twolane undivided highway S. Monte Vista
Drive
El Monte
Way Sierra Way 40 42 40 Closest 5 mph increment
based on 85th percentile
W. Nebraska
Avenue
Englehart
Avenue
Viscaya
Parkway 50 51 50 Closest 5 mph increment based on 85th percentile W. Nebraska
Avenue
Viscaya
Parkway
Alta
Avenue 45 46 45 Closest 5 mph increment
based on 85th percentile
W. Saginaw
Avenue
Euclid
Avenue
Alta
Avenue 30 32 30 Closest 5 mph increment based on 85th percentile W. Sierra Way Englehart
Avenue
Monte Vista
Drive 45 51 45 High pedestrian traffic
& maintain uniformity
W. Sierra Way Monte Vista
Drive
Alta
Avenue 45 45 45 Closest 5 mph increment based on 85th percentile W. Surabian
Drive
Monte Vista
Drive
Alta
Avenue 40 41 40 Closest 5 mph increment
based on 85th percentile
Note:
## / ## Posted speed limits differ in direction; Speed limits per direction are presented as: Northbound / Southbound or Eastbound / Westbound
N.P. Not Posted
City of Dinuba Engineering & Traffic Survey
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APPENDIX A:
TRAFFIC ACCIDENT REPORTS
11/30/2022
Date Time Day Location Intersection/Distance Cross Street Incident No.
Number
Inj\Killed
Traffic Accident Report
Grouped and Sorted By Date and Time
PCF
03/07/18 0743 WED 100 B W NEBRASKA AV 30 FEET WEST N ALTA AV 22350 \ J.MORENO DA1800742 03/19/19 1623 TUE 100 B W NEBRASKA AV WEST N ALTA AV 22350 \ C.MORENO DA1900798 02/07/20 1934 FRI 600 B W NEBRASKA AV 21801(A) \ J.JOBE DA2000424 07/10/20 0007 FRI 100 B W NEBRASKA AV 2 FEET WEST N ALTA AV 22350 \ E.SALDIVAR DA2001745 08/24/20 0140 MON 600 B W NEBRASKA AV 295 FEET WEST AUTUMN DR 23152(A) 01 \ 01 M.LOPEZ DA2002137 04/17/21 1230 SAT 100 B W NEBRASKA AV X N ALTA AV 21453(B) \ K.BABCOCK DA2101057 04/18/21 1730 SUN 500 B W NEBRASKA AV X 11 FEET EAST AUTUMN DR Oth Improper Driving \ J.SILVA DA2101067 05/13/21 0808 THU 900 B W NEBRASKA AV 95 FEET WEST VISCAYA PARKWAY 22106 \ J.AGUAYO DA2101338 09/19/21 0830 SUN 100 B W NEBRASKA AV X N ALTA AV 21451(A) \ J.AGUILAR DA2102727 11/07/21 0930 SUN 800 B W NEBRASKA AV Unknown \ U.DEHARO DA2103314 05/31/22 1523 TUE 700 B W NEBRASKA AV X AUTUMN DR 21802(A) \ E.SALDIVAR DA2201867 07/02/22 1542 SAT 400 B W NEBRASKA AV 445 FEET WEST EUCLID AV 22106 \ R.HERNANDEZ DA2202269 Record Count 12
1 11/30/2022
Date Time Day Location Intersection/Distance Cross Street Incident No.
Number
Inj\Killed
Traffic Accident Report
Grouped and Sorted By Date and Time
PCF
05/28/18 1623 MON 1500 B W NEBRASKA AV X ENGLEHART AV 21802(A) \ M.CARDENAS DA1801662 02/03/20 1721 MON 1300 B W NEBRASKA AV Oth Improper Driving \ M.LOPEZ DA2000374 05/13/21 0808 THU 900 B W NEBRASKA AV 95 FEET WEST VISCAYA PARKWAY 22106 \ J.AGUAYO DA2101338 03/27/22 0411 SUN 1300 B W NEBRASKA AV 1198 FEET WEST ENGLEHART AV 23152(A) \ R.HERNANDEZ DA2201030 Record Count 4
1 City of Dinuba Engineering & Traffic Survey
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APPENDIX B:
SPEED SURVEY FORMS
Metro Traffic Data Inc. Prepared For:
310 N. Irwin Street - Suite 20 A&M Consulting Engineers Hanford, CA 93230 220 N. Locust St
Visalia, CA 93291
800-975-6938 Phone/Fax
www.metrotrafficdata.com
ROAD NAME:
LIMITS:
LATITUDE:
LONGITUDE:
DATES/TIMES:
DIRECTION:
85% SPEED
10 mph PACE
AVG. SPEED
POSTED SPEED
X
X
X
X X
X X X
X X X
X X X X
X X X X X X X
X X X X X X
X X
X X X X X X X X X
X X X X X X X X X
X X X X X X X X X X X X
X X X X X X X X X
X X X X X X X
X X X X X X X X
X X X
X X X
X X X X
X
X X X
TOTAL:
OBSERVER: A. Ramirez DIVIDED ROAD?:
WEATHER: Clear ROADSIDE DEVELOPMENT: