Ukiah City Council
June 21, 2023

Ukiah Electric Utility Fire Mitigation Undergrounding Project 15 Spec. No. 23-08 7-09. Suspension of Work. The City may at any time suspend the work or any part thereof by giving five (5) days written notice to the Contractor. The work shall be resumed by the Contractor within ten (10) days after the date fixed in the written notice from the City to the Contractor so to do. The City shall reimburse the Contractor for expense incurred by the Contractor in connection with the work under this contract as a result of such suspension.

If the work, or any part thereof, shall be stopped by the notice in writing aforesaid and if the City does not give notice in writing to the Contractor to resume work at a date within ten (10) days of the date fixed in the written notice to suspend, then the Contractor may abandon that portion of the work so suspended and he or she will be entitled to the estimates and payments for all work done on the portions so abandoned, if any, plus 5 percent of the value of the work so abandoned, to compensate for loss of overhead, plant expense and anticipated profit. 7-10. Right of City to Terminate Contract. If the Contractor should be adjudged a bankrupt, or if he or she should make a general assignment for the benefit of his or her creditors, or if a receiver should be appointed on account of his or her insolvency, or if he or she should persistently or repeatedly refuse or should fail, except in cases for which extension of time is provided, to supply sufficient properly skilled workmen or proper materials, or if he or she should fail to make prompt payments to subcontractors or for material or labor, or persistently disregard laws, ordinances or the instructions of the Engineer, or otherwise be guilty of a substantial violation of any provision of the contract, then the City, upon the certificate of the Engineer that sufficient cause exists to justify such action, may, without prejudice to any other right or remedy and after giving the Contractor seven days written notice, terminate the employment of the Contractor and take possession of the premises and of all materials, tools and appliances and finish the work by whatever method the City may deem expedient. In such case, the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance of the contract price shall exceed the expense of finishing the work, including compensation for additional managerial and administrative services, such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the City. The expense incurred by the City as herein provided and the damage incurred through the Contractor's default, shall be certified by the Engineer. In the event that a termination under this section is determined to be improper, such termination shall be deemed a constructive termination for convenience taken pursuant to section 7-12 below. 7-11. Use of Completed Portions. The City shall have the right to take possession of and use any completed or partially completed portions of the work, notwithstanding the time for completing the entire work or such portions which may not have expired; but such taking possession and using shall not be deemed an acceptance of any work not completed in accordance with the contract documents. If such prior use increases the cost of or delays the work, the Contractor shall be entitled to such extra compensation, or extension of time or both, as the Engineer may determine.
7-12. Right of City to Terminate Contract for Convenience. The City may terminate performance of the work called for by the contract documents in whole or, from time to time, in part, if the City determines that a termination is in the City’s best interest. The Contractor shall terminate all or any part of the work upon delivery to the Contractor of a notice of termination specifying that the termination is for the convenience of the City, the extent of termination, and the effective date of such termination. After receipt of notice of termination, and except as directed by the Engineer, the Contractor shall, regardless of any delay in determining or adjusting any amounts due under this termination for convenience clause, immediately proceed with the following obligations:

1. Stop work as specified in the notice.

2. Complete any work specified in the notice of termination in a least cost/shortest time manner while still maintaining the quality called for under the contract documents.

3. Leave the property upon which the Contractor was working and upon which the facility (or facilities) forming the basis of the contract documents is situated in a safe and sanitary manner such that it does not pose any threat to the public health or safety.

4. Terminate all subcontracts to the extent that they relate to the portions of the work terminated.

5. Place no further subcontracts or orders, except as necessary to complete the continued portion of the contract.

6. Submit to the Engineer, within ten (10) calendar days from the effective date of the notice of termination, all of the usual documentation called for by the contract documents to substantiate all costs incurred by the Contractor for labor, materials and equipment through the effective date of the notice of termination.

Any documentation substantiating costs incurred by the Contractor solely as a result of the City's exercise of its right to terminate this Contract pursuant to this clause, which costs the contractor is authorized under the contract documents to incur, shall: (1) be submitted to and received by the Engineer no later than 30

Ukiah Electric Utility Fire Mitigation Undergrounding Project 16 Spec. No. 23-08 calendar days after the effective date of the notice of termination; (2) describe the costs incurred with particularity; and (3) be conspicuously identified as “Termination Costs occasioned by the City's Termination for Convenience.”
Termination of the contract shall not relieve Surety of its obligation for any just claims arising out of or relating to the work performed. In the event that the City exercises its right to terminate this contract pursuant to this clause, the City shall pay the Contractor, upon the Contractor's submission of the documentation required by this clause and other applicable provisions of the contract documents, the following amounts:

All actual reimbursable costs incurred according to the provisions of this contract.

1. A reasonable allowance for profit on the cost of the Work performed, provided Contractor establishes to the satisfaction of the Engineer that it is reasonably probable that Contractor would have made a profit had the contract been completed and provided further, that the profit allowed shall in no event exceed fifteen (15%) percent of the costs.

2. A reasonable allowance for Contractor's administrative costs in determining the amount payable due to termination of the contract under this Article.

Notwithstanding any other provision of this Article, when immediate action is necessary to protect life and safety or to reduce significant exposure or liability, the City may immediately order Contractor to cease work on the project until such safety or liability issues are addressed to the satisfaction of the City or the contract is terminated.

SECTION 8. WORKMANSHIP, MATERIALS and EQUIPMENT
8-01. General Quality. Materials and equipment shall be new and of a quality equal to that specified or approved.

Work shall be done and completed in a thorough and workmanlike manner. 8-02. Quality in Absence of Detailed Specifications. Whenever under this contract it is provided that the Contractor shall furnish materials or manufactured articles or shall do work for which no detailed specifications are set forth, the materials or manufactured articles shall be of the best grade in quality and workmanship obtainable in the market from firms of established good reputation, or, if not ordinarily carried in stock, shall conform to the usual standards for first-class materials or articles of the kind required, with due consideration of the use to which they are to be put. In general, the work performed shall be in full conformity and harmony with the intent to secure the best standard of construction and equipment of the work as a whole or in part. 8-03. Materials and Equipment Specified by Name. Whenever any material or equipment is indicated or specified by patent or proprietary name or by the name of the manufacturer, such specification shall be considered as used for the purpose of describing the material or equipment desired and shall be considered as followed by the words "or approved equal". The Contractor may offer any material or equipment which shall be equal in every respect to that specified, provided that written approval first is obtained from the Engineer. 8-04. Source of Materials. Price, fitness and quality being equal, preference shall be given by the Contractor for supplies grown, manufactured or produced in the State of California and, next, for such products partially produced in this State in accordance with Government Code Section 4332. 8-05. Storage of Materials. Materials shall be so stored to ensure the preservation of their quality and fitness for the work. They shall be so located and disposed that prompt and proper inspection thereof may be made. 8-06. Drawings, Samples and Tests. As soon as possible after execution of the contract, the Contractor shall submit to the Engineer, in quintuplicate, sufficient information including, if necessary, assembly and detail drawings to demonstrate fully that the equipment and materials to be furnished comply with the provisions and intent of these Special Provisions and Drawings. If the information thus submitted indicates the equipment or materials is acceptable, the Engineer will return one copy stamped with his or her approval; otherwise, one copy will be returned with an explanation of why the equipment or material is unsatisfactory. The Contractor shall have no claims for damages or for extension of time on account of any delay due to the revision of drawings or rejection of material. Fabrication or other work performed in advance of approval shall be done entirely at the Contractor's risk.

After approval of equipment or material, the Contractor shall not deviate in any way from the design and specifications given without the written consent of the Engineer.

When requested by the Engineer, a sample or test specimens of the materials to be used or offered for use in connection with the work shall be prepared at the expense of the Contractor and furnished by him or her in such

Ukiah Electric Utility Fire Mitigation Undergrounding Project 17 Spec. No. 23-08 quantities and sizes as may be required for proper examination and tests, with all freight charges prepaid and with information as to their sources.

All samples shall be submitted before shipment and in ample time to permit the making of proper tests, analyses, or examination before the time at which it is desired to incorporate the material into the work. All tests of materials furnished by the Contractor shall be made by the Engineer. Samples shall be secured and tested whenever necessary to determine the quality of the material.

SECTION 9. PROSECUTION OF WORK
9-01. Equipment and Methods. The work under this contract shall be prosecuted with all materials, tools, machinery, apparatus, and labor and by such methods as are necessary to the complete execution of everything described, shown, or reasonably implied. If at any time before the beginning or during the progress of the work, any part of the Contractor's plant or equipment, or any of his or her methods of execution of the work, appear to the Engineer to be unsafe, inefficient, or inadequate to insure the required quality or the rate of progress of the work, he or she may order the Contractor to increase or improve his or her facilities or methods and the Contractor shall comply promptly with such orders; but, neither compliance with such orders nor failure of the Engineer to issue such orders shall relieve the Contractor from his or her obligation to secure the degree of safety, the quality of the work and the rate of progress required of the Contractor. The Contractor alone shall be responsible for the safety, adequacy and efficiency of his or her plant, equipment and methods. 9-02. Time of Completion. The Contractor shall promptly begin the work under this contract and shall complete and make ready for full use all portions of the project made the subject of this contract within the time set forth in the agreement bound herewith.
9-03. Avoidable Delays. Avoidable delays in the prosecution or completion of the work shall include all delays which might have been avoided by the exercise of care, prudence, foresight, and diligence on the part of the Contractor. The City will consider as avoidable delays within the meaning of this contract (1) delays in the prosecution of parts of the work, which may in themselves be unavoidable, but do not necessarily prevent or delay the prosecution of other parts of the work nor the completion of the whole work within the time herein specified, (2) reasonable loss of time resulting from the necessity of submitting plans to the Engineer for approval and from the making of surveys, measurements, inspections, and testing and (3) such interruptions as may occur in the prosecution of the work on account of the reasonable interference of other contractors employed by the City which do not necessarily prevent the completion of the whole work within the time herein specified. 9-04. Unavoidable Delays. Unavoidable delays in the prosecution or completion of the work under this contract shall include all delays which may result, through cause beyond the control of the Contractor and which he or she could not have provided against by the exercise of care, prudence, foresight, and diligence. Orders issued by the City changing the amount of work to be done, the quantity of material to be furnished or the manner in which the work is to be prosecuted and unforeseen delays in the completion of the work of other contractors under contract with the City will be considered unavoidable delays, so far as they necessarily interfere with the Contractor's completion of the whole of the work. Delays due to normally adverse weather conditions will not be regarded as unavoidable delays. However, truly abnormal amounts of rainfall, temperatures, or other weather conditions for the location of the work and time of year may be considered as unavoidable delays if those conditions necessarily cause a delay in the completion of the work.
9-05. Notice of Delays. Whenever the Contractor foresees any delay in the prosecution of the work and, in any event, immediately upon the occurrence of any delay which the contractor regards as an unavoidable delay, he or she shall notify the Engineer in writing of the probability of the occurrence of such delay and its cause, in order that the Engineer may take immediate steps to prevent, if possible, the occurrence or continuance of the delay, or, if this cannot be done, may determine whether the delay is to be considered avoidable or unavoidable, how long it continues and to what extent the prosecution and completion of the work are to be delayed thereby. 9-06. Extension of Time. Should any delays occur which the Engineer may consider unavoidable, as herein defined, the Contractor shall, pursuant to his or her application, be allowed an extension of time proportional to said delay or delays, beyond the time herein set forth, in which to complete this contract; and liquidated damages

Ukiah Electric Utility Fire Mitigation Undergrounding Project 18 Spec. No. 23-08 for delay shall not be charged against the Contractor by the City during an extension of time granted because of unavoidable delay or delays.

Any claim by Contractor for a time extension based on unavoidable delays shall be based on written notice delivered to the Engineer within 15 days of the occurrence of the event giving rise to the claim. Failure to file said written notice within the time specified shall constitute a waiver of said claim. Notice of the full extent of the claim and all supporting data must be delivered to the Engineer within 45 days of the occurrence unless the Engineer specifies in writing a longer period. All claims for a time extension must be approved by the Engineer and incorporated into a written change order.
9-07. Unfavorable Weather and Other Conditions. During unfavorable weather and other conditions, the Contractor shall pursue only such portions of the work as shall not be damaged thereby. No portions of the work whose satisfactory quality or efficiency will be affected by any unfavorable conditions shall be constructed while these conditions remain, unless, by special means or precautions approved by the Engineer, the Contractor shall be able to overcome them.

The Contractor shall be granted a time extension of one day for each unfavorable weather day which prevents him or her from placing concrete forms or placing and finishing concrete or asphalt concrete. Such unfavorable weather day is defined as a rain day where precipitation prevents the contractor from performing the work more than four (4) continuous hours within the authorized work period or a temperature day where the ambient temperature is below that specified for the placement of materials associated with the controlling work item for more than four (4) continuous work hours of the authorized work period.
9-08. Saturday, Sunday, Holiday and Night Work. No work shall be done between the hours of 6 p.m. and 7 a.m., nor on Saturdays, Sundays or legal holidays except such work as is necessary for the proper care and protection of work already performed, or except in cases of absolute necessity and in any case only with the permission of the Engineer.

It is understood, however, that night work may be established as a regular procedure by the Contractor if he or she first obtains the written permission of the Engineer and that such permission may be revoked at any time by the Engineer if the Contractor fails to maintain at night adequate force and equipment for reasonable prosecution and to justify inspection of the work.
9-09. Hours of Labor. Eight (8) hours of labor shall constitute a legal day's work and the Contractor or any subcontractor shall not require or permit more than eight hours of labor in a day from any person employed by him or her in the performance of the work under this contract, unless paying compensation for all hours worked in excess of eight (8) hours per day at not less than 1½ times the basic rate of pay. The Contractor shall forfeit to the City, as a penalty, the sum of twenty-five dollars ($25.00) for each workman employed in the execution of the contract by him or her or by any subcontractor, for each calendar day during which such laborer, workman, or mechanic is required or permitted to labor more than eight hours in violation of the provisions of Section 1810 to 1816, inclusive, (Article 3, Chapter 1, Part 7, Division 2) of the Labor Code of the State of California and any acts amendatory thereof.

SECTION 10. PAYMENT
10-01. Certification by Engineer. All payments under this contract shall be made upon the presentation of certificates in writing from the Engineer and shall show that the work covered by the payments has been done and the payments thereof are due in accordance with this contract. 10-02. Progress Estimates and Payment. The Engineer shall, within the first seven (7) days of each month, make an estimate of the value of the work performed in accordance with this contract during the previous calendar month.

The first estimate shall be of the value of the work satisfactorily completed in place and meeting the requirements of the contract. And every subsequent estimate, except the final estimate, shall be of the value of the work satisfactorily completed in place since the last preceding estimate was made; provided, however, that should the Contractor fail to adhere to the program of completion fixed in this contract, the Engineer shall deduct from the next and all subsequent estimates the full calculated accruing amount of the liquidated damages to the date of said estimate, until such time as the compliance with the program has been restored.

Ukiah Electric Utility Fire Mitigation Undergrounding Project 19 Spec. No. 23-08 The estimate shall be signed by the Engineer and, after approval, the City shall pay or cause to be paid to the Contractor in the manner provided by law, an amount equal to 95 percent of the estimated value of the work satisfactorily performed and complete in place.
10-03. Substitution of Securities.

1. At such times that Pubic Contract Code Section 22300 is in effect Contractor may propose the substitution of securities of at least equal market value for any moneys to be withheld to ensure performance under the Contract.

Market value shall be determined as of the day prior to the date such substitution is to take place. Such substitution shall be made at the request and expense of the Contractor. The securities shall be one or more of the following types:
(a) Bonds or interest-bearing notes or obligations of the United States, or those for which the faith and credit of the United States are pledged for the payment of principal and interest. (b) Bonds or interest-bearing notes on obligations that are guaranteed as to principal and interest by a federal agency of the United States.
(c) Bonds of the State of California, or those for which the faith and credit of the State of California are pledged for the payment of principal and interest.
(d) Bonds or warrants, including, but not limited to, revenue warrants, of any county, city, metropolitan water district, California water district, California water storage district, irrigation district in the State of California, municipal utility district, or school district of the State of California, which are rated by Moody's or Standard and Poor as A or better.
(e) Bonds, consolidated bonds, collateral trust debentures, consolidated debentures, or other obligations issued by federal land banks or federal intermediate credit banks established under the Federal Farm Loan Act, as amended; debentures and consolidated debentures issued by the Central Bank for Cooperatives and banks for cooperatives established under the Farm Credit Act of 1933, as amended; bonds, or debentures of the Federal Home Loan Bank Board established under the Federal Home Loan Bank Act; and stock, bonds, debentures and other obligations of the Federal National Mortgage Association established under the National Housing Act as amended and bonds of any Federal Home Loan Mortgage Corporation.
(f) Commercial paper of "prime" quality as defined by a nationally recognized organization which rates such securities. Eligible paper is further limited to issuing corporations: (1) organized and operating within the United States; (2) having total assets in excess of five hundred million dollars ($500,000,000); and (3) approved by the Pooled Money Investment Board of the State of California. Purchases of eligible commercial paper may not exceed 180 days' maturity, nor represent more than 10 percent of the outstanding paper of an issuing corporation.
(g) Bills of exchange or time drafts on and accepted by a commercial bank, otherwise known as bankers acceptances, which are eligible for purchase by the Federal Reserve System. (h) Certificates of deposits issued by a nationally or state-chartered bank or savings and loan association. (i) The portion of bank loans and obligations guaranteed by the United States Small Business Administration or the United States Farmers Home Administration. (j) Student loan notes insured under the Guaranteed Student Loan Program established pursuant to the Higher Education Act of 1965, as amended (20 U.S.C. 1001, et seq.) and eligible for resale to the Student Loan Marketing Association established pursuant to Section 133 of the Education Amendments of 1972, as amended (20 U.S.C. 1087-2).
(k) Obligations issued, assumed or guaranteed by International Bank for Reconstruction and Development, the Inter-American Development Bank, the Asian Development Bank, or the Government Development Bank of Puerto Rico.

Ukiah Electric Utility Fire Mitigation Undergrounding Project 20 Spec. No. 23-08 (l) Bonds, debentures and notes issued by corporations organized and operating within the United States.

Such securities eligible for substitution shall be within the top three ratings of a nationally recognized rating service.

2. The securities shall be deposited with City or with any commercial bank as escrow agent, who shall arrange for transfer of such securities to the Contractor upon satisfactory completion of the contract. Any interest accrued or paid on such securities shall belong to the Contractor and shall be paid upon satisfactory completion of the contract.

The market value of the securities deposited shall at all times be maintained in an amount at least equal, in the sole judgment of City, to the moneys to be withheld pursuant to the Contract Documents to ensure performance of the Contract. In order to comply with this condition, Contractor shall deposit additional securities as necessary upon request by City or the escrow agent.

3. Upon acceptance of any Proposal that includes substituting securities for amounts withheld to ensure performance, a separate escrow agreement satisfactory in form and substance to City shall be prepared and executed by City, the Contractor and the escrow agent, which may be City. The escrow agreement shall specify, among other matters, value of securities to be deposited; procedures for valuing the securities and for adding or withdrawing securities to maintain the market value of the deposited securities at least equal to the amount of moneys which would otherwise be withheld; the terms and conditions of conversion to cash in case of the default by the Contractor; and terms, conditions and procedure for termination of the escrow. City shall have no obligation to enter any such Agreement that does not provide the City with the unilateral right to convert securities to cash and to gain immediate possession of the cash.
10-04. Acceptance. The work must be accepted by vote of the City Council of the City of Ukiah when the whole shall have been completed satisfactorily. The Contractor shall notify the Engineer, in writing, of the completion of the work, whereupon the Engineer shall promptly, by personal inspection, satisfy himself as to the actual completion of the work in accordance with the terms of the contract and shall thereupon recommend acceptance by the City Council.
10-05. Final Estimate and Payment. The Engineer shall, as soon as practicable after the final acceptance of the work done under this contract, make a final estimate of the amount of work done thereunder and the value thereof.

Such final estimate shall be signed by the Engineer, and after approval, the City shall pay or cause to be paid to the Contractor, in the manner provided by law, the entire sum so found to be due hereunder, after deducting therefrom all previous payments and such other lawful amounts as the terms of this contract prescribe.

In no case will final payment be made in less than thirty-five (35) days after the filing of the notice of completion with the County Recorder.
10-06. Delay Payments. Should any payment due the Contractor or any estimate be delayed, through fault of the City beyond the time stipulated, such delay shall not constitute a breach of contract or be the basis for a claim for damages, but the City shall pay the Contractor interest on the amount of the payment at the rate of 6 percent per annum for the period of such delay. The terms for which interest will be paid shall be reckoned, in the case of any monthly or progress payment, from the twentieth day of the month next succeeding the month in which the work was performed to the date of payment of the estimate; and in the case of the final estimate, from the forty-fifth day after acceptance to the date of payment of the final estimate.

The date of payment of any estimate shall be considered the day on which the payment is offered or mailed as evidenced by the records of the Treasurer of the City. If interest shall become due on any delayed payment, the amount thereof, as determined by the City, shall be added to a succeeding payment. If the interest shall become due on the final payment, it shall be paid on a supplementary voucher to interest or any sum or sums which, by the terms of this contract, the City is authorized to reserve or retain. 10-07. Extra Work and Work Omitted. Whenever corrections, alterations, or modifications of the work under this contract ordered by the Engineer and approved by the City increase the amount of work to be done, such added work shall be known as "extra work"; and when such corrections, alterations, or modifications decrease the amount of work to be done, such subtracted work shall be known as "work omitted".

Ukiah Electric Utility Fire Mitigation Undergrounding Project 21 Spec. No. 23-08 When the Contractor considers that any changes ordered involve extra work, he or she shall immediately notify the Engineer in writing and subsequently keep him or her informed as to when and where extra work is to be performed and shall make claim for compensation therefor each month not later than the first day of the month following that in which the work claimed to be extra work was performed and he or she shall submit a daily complete statement of materials and labor used and expenses incurred on account of extra work performed, showing allocation of all materials, labor and expenses.

All such claims shall state the date of the Engineer's written order and the date of approval by the City authorizing the work on account of which claim is made. Unless such notification is made in writing within the time specified and unless complete statements of materials used and expenses incurred on account of such extra work are furnished as above required, the Contractor shall not be entitled to payment on account of extra work and Contractor shall be deemed to have waived the right to make any future claims for compensation for such extra work.

When changes decrease the amount of work to be done, they shall not constitute a claim for damages on account of anticipated profits on the work that may be omitted. 10-08. Compensation for Extra Work or Work Omitted. Whenever corrections, additions, or modifications in the work under this contract change the amount of work to be done or the amount of compensation due the Contractor, excepting increases or decreases in contract items having unit contract prices for each measurable quantity installed in place, and such changes have been ordered in writing by the Engineer and approved by the City prior to the Contractor performing the extra work, then a price may be agreed upon. Failing such an agreement in price, the Contractor shall be compensated for performing extra work pursuant to the provisions of Section 4-1.03 D,"Extra Work", and Section 9-1.03,"Force Account Payment" of the Standard Specifications.

This method of determining the price of work shall not apply to the performance of any work which is required or reasonably implied to be performed or furnished under this contract. 10-09. Compensation to the City for Extension of Time. In case the work called for under this contract is not completed within the time limit stipulated herein, the City shall have the right as provided hereinabove, to extend the time of completion thereof. If the time limit be so extended, the City shall have the right to charge to the Contractor and to deduct from the final payment for the work the actual cost to the City of engineering, inspection, superintendence and other overhead expenses which are directly chargeable to the contract and which accrue during the period of such extension, except that the cost of final unavoidable delays shall not be included in such charges.
10-10. Liquidated Damages for Delay. It is agreed by the parties to the contract that time is of the essence and that, in case all the work is not completed before or upon the expiration of the time limit as set forth, damage, other than those cost items identified in section 10-09, will be sustained by the City and that it is and will be impracticable to determine the actual amount of damage by reason of such delay; and it is therefore agreed that the Contractor will pay to the City the sum of five hundred dollars ($500.00) per day for each and every calendar day's delay beyond the time prescribed.

In compliance with the provisions of California Public Contract Code § 7102, the Contractor will be compensated for damages incurred due to delays in completing the work due solely to the fault of the City, where such delay is unreasonable under the circumstances and not contemplated by the parties. The Contractor and City agree that determining actual damages is impracticable and extremely difficult. As such, the Contractor shall be entitled to the appropriate time extension and to payment of liquidated damages in the sum of $250 per day of delay in excess of the time specified for the completion of the work. Such amount shall constitute the only payment allowed and shall necessarily include all overhead (direct or indirect), all profit, all administrative costs, all bond costs, all labor, materials, equipment and rental costs, and any other costs, expenses and fees incurred or sustained as a result of such delay. The Contractor expressly agrees to be limited solely to the liquidated damages for all such delays as defined in this subsection.

Ukiah Electric Utility Fire Mitigation Undergrounding Project 22 Spec. No. 23-08 SECTION 11. MISCELLANEOUS
11-01. Notice. Whenever any provision of the contract documents requires the giving of written notice, it shall be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. If mailed, the notice shall be deemed received on the date of delivery stated in the return receipt.
11-02. Computation of Time. When any period of time is referred to in the Contract Documents by days, it shall be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day shall be omitted from the computation.
11-03. Claims Procedure
Contractor shall timely comply with all notices and requests for changes to the contract time or contract price, as a prerequisite to filing any claim governed by this Article. The failure to timely submit a notice of delay or notice of change, or to timely request a change to the contract time or contract price, or to timely provide any other notice or request required herein shall constitute a waiver of the right to further pursue the claim under the contract or at law.

A. Intent. Effective January 1, 1991, Section 20104 et seq., of the California Public Contract Code prescribes a process utilizing informal conferences, non-binding judicial supervised mediation, and judicial arbitration to resolve disputes on construction claims of $375,000 or less. Effective January 1, 2017, Section 9204 of the Public Contract Code prescribes a process for negotiation and mediation to resolve disputes on construction claims. The intent of this Article is to implement Sections 20104 et seq. and Section 9204 of the California Public Contract Code. This Article shall be construed to be consistent with said statutes.

B. Claims. For purposes of this Article, “Claim” means a separate demand by the Contractor, for (A) a time extension, (B) payment of money or damages arising from work done by or on behalf of the Contractor pursuant to the Contract, or (C) an amount the payment of which is disputed by the District.

Claims governed by this Article may not be filed unless and until the Contractor completes all procedures for giving notice of delay or change and for the requesting of a time extension or change order. Claims governed by this Article must be filed no later than the date of final payment. The claim shall be submitted in writing to the District and shall include on its first page the following in 16 point capital font: “THIS IS A CLAIM.” Furthermore, the claim shall include the documents necessary to substantiate the claim. Nothing herein is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims, including all requirements pertaining to compensation or payment for extra work, disputed work, and/or changed conditions.

Failure to follow such contractual requirements shall bar any claims or subsequent lawsuits for compensation or payment thereon.

C. Supporting Documentation. The Contractor shall submit all claims in the following format:

Summary of claim merit and price, reference Contract Document provisions pursuant to which the claim is made
List of documents relating to claim:

Specifications
Drawings
Clarifications (Requests for Information)
Schedules
Other
Chronology of events and correspondence
Analysis of claim merit
Analysis of claim cost
Time impact analysis in CPM format

Ukiah Electric Utility Fire Mitigation Undergrounding Project 23 Spec. No. 23-08 If Contractor’s claim is based in whole or in part on an allegation of errors or omissions in the Drawings or Specifications for the project, Contractor shall provide a summary of the percentage of the claim subject to design errors or omissions and shall obtain a certificate of merit in support of the claim of design errors and omissions.

D. City’s Response. Upon receipt of a claim pursuant to this Article, City shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the Contractor a written statement identifying what portion of the claim is disputed and what portion is undisputed. Any payment due on an undisputed portion of the claim will be processed and made within 60 days after the City issues its written statement.

If the City needs approval from its governing body to provide the Contractor a written statement identifying the disputed portion and the undisputed portion of the claim, and the City’s governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the City shall have up to three days following the next duly publicly noticed meeting of the City’s governing body after the 45-day period, or extension, expires to provide the Contractor a written statement identifying the disputed portion and the undisputed portion.

Within 30 days of receipt of a claim, the City may request in writing additional documentation supporting the claim or relating to defenses or claims the District may have against the Contractor. If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of City and the Contractor. The City’s written response to the claim, as further documented, shall be submitted to the Contractor within 30 days (if the claim is less than $15,000, within 15 days) after receipt of the further documentation, or within a period of time no greater than that taken by the Contractor in producing the additional information or requested documentation, whichever is greater.

E. Meet and Confer. If the Contractor disputes the City’s written response, or the City fails to respond within the time prescribed, the Contractor may so notify the City, in writing, either within 15 days of receipt of the City’s response or within 15 days of the City’s failure to respond within the time prescribed, respectively, and demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand, the City shall schedule a meet and confer conference within 30 days for settlement of the dispute.

F. Mediation. Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the City shall provide the Contractor a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the City issues its written statement. Any disputed portion of the claim, as identified by the Contractor in writing, shall be submitted to nonbinding mediation, with the City and the Contractor sharing the associated costs equally. The City and Contractor shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing, unless the parties agree to select a mediator at a later time.

If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator.

For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section.

Unless otherwise agreed to by the City and the Contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Public Contract Code Section 20104.4 to mediate after litigation has been commenced.

The mediation shall be held no earlier than the date the Contractor completes the work or the date that the Contractor last performs work, whichever is earlier. All unresolved claims shall be considered jointly in a single mediation, unless a new unrelated claim arises after mediation is completed.

G. Procedures After Mediation. If following the mediation, the claim or any portion remains in dispute, the Contractor must file a claim pursuant to Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code prior to initiating

Ukiah Electric Utility Fire Mitigation Undergrounding Project 24 Spec. No. 23-08 litigation. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the Contractor submits his or her written claim pursuant to subdivision (a) until the time the claim is denied, including any period of time utilized by the meet and confer conference.

H. Civil Actions. The following procedures are established for all civil actions filed to resolve claims of $375,000 or less:

Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties or unless mediation was held prior to commencement of the action in accordance with Public Contract Code section 9204 and the terms of this Contract. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court.

If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1114.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil Procedure) shall apply to any proceeding brought under this subdivision consistent with the rules pertaining to judicial arbitration. In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, (A) arbitrators shall, when possible, be experienced in construction law, and (B) any party appealing an arbitration award who does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, also pay the attorney’s fees on appeal of the other party.

I. Government Code Claims. In addition to any and all contract requirements pertaining to notices of and requests for compensation or payment for extra work, disputed work, construction claims and/or changed conditions, the Contractor must comply with the claim procedures set forth in Government Code Sections 900, et seq. prior to filing any lawsuit against the City. Such Government Code claims and any subsequent lawsuit based upon the Government Code claims shall be limited to those matters that remain unresolved after all procedures pertaining to extra work, disputed work, construction claims, and/or changed conditions have been followed by Contractor. If no such Government Code claim is submitted, or if the prerequisite contractual requirements are not satisfied, no action against the City may be filed. A Government Code claim must be filed no earlier than the date the work is completed or the date the Contractor last performs work on the project, whichever occurs first. A Government Code claim shall be inclusive of all unresolved claims unless a new unrelated claim arises after the Government Code claim is submitted.

J. Non-Waiver. The City’s failure to respond to a claim from the Contractor within the time periods described in this Article or to otherwise meet the time requirements of this Article shall result in the claim being deemed rejected in its entirety.
11-04. Litigation and Forum Selection. Contractor and City stipulate and agree that any litigation relating to the enforcement or interpretation of this contract, arising out of Contractor's performance or relating in any way to the work shall be brought in Mendocino County and that venue will lie in Mendocino County.

Except as otherwise expressly provided by law, the parties waive any objections they might otherwise have to the propriety of jurisdiction or venue in the state courts in Mendocino County and agree that California law shall govern any such litigation.

The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto and, in particular but without limitation, the warranties, guaranties and obligations imposed upon the Contractor and all of the rights and remedies available to the City thereunder, shall be in addition to and shall not be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by law or contract, by special warranty or guaranty, or by other provisions of the contract documents and the provisions of this paragraph shall be as effective as if repeated specifically in the contract documents in connection with each particular duty, obligation, right and remedy to which they apply. All warranties and guaranties made in the contract document shall survive final payment and termination or

Ukiah Electric Utility Fire Mitigation Undergrounding Project 25 Spec. No. 23-08 completion of this contract. The City disclaims an express or implied warranty that the plans and specifications identify all site conditions that could affect the time or cost to complete the Work. 11-05. Waiver. The Contractor shall strictly comply with all notices and other contract requirements. Waiver by the City of any failure of the Contractor to comply with any term of the contract, including the notice provisions, shall not be deemed a waiver of a subsequent breach.

Ukiah Electric Utility Fire Mitigation Undergrounding Project 26 Spec. No. 23-08

TECHNICAL SPECIFICATIONS
SECTION 12. GENERAL INFORMATION
12-01. Location and Scope of Work. All of the work to be performed is within the City of Ukiah and consists of; Trench, backfill, compact, install underground conduits for electric primary, installing padmount transformer and pedestal box pads, primary pull box and 504LA vault(s) (box pads, vault and pull box are installed by Contractor, provided by City) for underground duct system. General locations of the work are as:

1. 1100 Block of West Standley Street,

2. North Barnes Street and Park Boulevard and

3. 1200 Block of West Standley Street and Giorno Avenue.

The Contractor should familiarize themselves with the local conditions of the project sites. Failure to do so will in no way relieve them of the responsibility for performing any of the work or operations required as a part of this contract. Further information regarding the work or these specifications can be obtained from Mary Horger at (707) 463-6233.
12-02. Arrangement of Technical Specifications. The Technical Specifications are arranged in sections covering the various phases of work as follows:

Section No. Title
12 General Information
13 Construction Details
14 Exclusions from General Conditions
15 Amendments to General Conditions

12-03. Arrangement of Plans. General locations and linear quantities of the work are shown in Appendix "A". A map will be provided to the successful bidder showing the exact locations of the work to be done. 12-04. Business Licenses. The Contractor and any subcontractors shall each secure and maintain a valid City of Ukiah Business License prior to the start of any portion of the work. 12-05. Permits. The Contractor shall provide, procure, and pay for all permits required to complete this work. 12-06. Standard Specifications and Standard Plans. The Standard Specifications and Standard Plans of the California State Department of Transportation, 2018, are hereby made a part of these Special Provisions and are hereinafter referred to as "California Standard Specifications" and "California Standard Plans." Whenever in the California Standard Specifications and the California Standard Plans the following terms are used, they shall be understood to mean and refer to the following:

Department of Transportation - The City Council.

Director of Public Works - The City of Ukiah Director of Public Works.

Engineer - The Engineer, designated by the City Council, acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties entrusted to them.

Laboratory - The designated laboratory authorized by the City of Ukiah to test materials and work involved in the contract.

State - The City of Ukiah
Other terms appearing in the California Standard Specifications and the California Standard Plans shall have the intent and meaning specified in Section I, Definition of Terms of the California Standard Specifications.

Ukiah Electric Utility Fire Mitigation Undergrounding Project 27 Spec. No. 23-08 In case of discrepancy between the contract documents, the order of precedence from the highest to lowest is as follows:

1. (City) Special Provisions

2. (City) Project Plans

3. City Standard Plans and Details

4. California Standard Plans

5. California Standard Specifications
12-07. Temporary Facilities. All temporary facilities are the responsibility of the Contractor. The removal of said facilities shall be the responsibility of the Contractor. The Contractor shall be responsible for any and all damages to existing facilities which are a result of the work.
12-08. Public Convenience and Safety. The Contractor shall conduct operations so as to cause the least possible obstruction and inconvenience to public traffic. The Contractor shall, at his or her expense, furnish such flag persons and furnish, erect, construct and maintain such fences, barriers, lights, signs, detours, pedestrian walkways, driveway ramps and bridging as may be necessary to give adequate warning to the public that work is in progress and that dangerous conditions exist, to provide access to abutting properties and to permit the flow of pedestrian and vehicular traffic to safely and expeditiously pass the work. 12-09. Maintaining Traffic. Attention is directed to Section 7-1.08, "Public Convenience," 7-1.09, "Public Safety," 7-1.092, "Lane Closure," and 7-1.095, "Flagging Costs," of the California Standard Specifications.

Streets shall be open to through vehicular traffic during non-working hours. All public traffic shall be permitted to pass through the work with as little inconvenience and delay as possible.

Full costs for "Maintaining Traffic", including "Flagging Costs", shall be considered as included in the various items of work and no additional compensation will be made.

12.10. Stream Pollution. The Contractor shall exercise every reasonable precaution to prevent muddying or silting of live streams, and the Contractor's attention is called to the fact that the terms of this contract do not relieve him or her of responsibility for compliance with Sections 5650 and 12015 of the Fish and Game Code or other applicable statutes relating to pollution prevention or abatement. 12-11. Warranties. Unless otherwise indicated, the Contractor shall warrant all materials provided and work performed under this contract for a period of one year from the date of final acceptance. He shall replace promptly and at his own expense any materials and/or workmanship which fail during this warranty period. 12-12. Utilities. No water, sewer or electrical services will be provided by the owner. It is the Contractor's sole responsibility to arrange such services as necessary.
12-13. Preconstruction Conference. A preconstruction conference will be held before any work will be allowed to commence. This meeting will cover inspection, schedule for work, and among other items, the responsibilities and procedures of each of the interested parties to assure that the project will be completed in accordance with the contract documents.
12-14. Safety Requirements. The Contractor shall comply with all pertinent provisions of the Department of Labor "Safety and Health Regulations for Construction (29 FCS Part 1518, 36 CFR 7340)", with additions or modifications thereto, in effect during construction of this project.

Ukiah Electric Utility Fire Mitigation Undergrounding Project 28 Spec. No. 23-08 SECTION 13 - CONSTRUCTION DETAILS
13-01. General. Contractor shall be responsible for furnishing all labor, materials, equipment, tools and incidentals necessary for trenching, backfilling and compacting, provide and install conduits, install vault(s) (furnished by City), blacktopping, sidewalk, curb and gutter removal and replacement and other incidental and related work, all as shown on the plans and specifications for the UKIAH ELECTRIC UTILITY UNDERGROUNDING PROJECT - REMOVAL OF OVERHEAD 12kV PRIMARY CONDUCTOR in VARIOUS AREAS. Location of the work will be #1 1100 Block of West Standley Street, #2 North Barnes Street and Park Boulevard and #3 1200 Block of West Standley Street and Giorno Avenue in Ukiah, California, as more specifically in the construction drawings defined in Appendix “A”. 13-02. Materials. Materials shall be new and of merchantable grade, free from defect. Contractor shall be responsible for providing any and all materials necessary for the completion of the project, which include, but are not limited to, all conduits, conduit sweeps and conduit fittings. Conduit sizes shall be as specified on the plans.

PVC conduit, elbows and sweeps shall meet NEMA TC-2, TC-3 and UL 651 (Conduit) and 514b (Fittings) specifications for type Sch 40 and Sch 80. Rigid steel conduit at all riser pole locations shall be U.L. 6 listed and meet ANSI C80.1 specifications. The ¾” NPT threads (ANSI B1.20.1) shall be full cut and hot galvanized after cutting. All elbows and sweeps shall be minimum 48” radius for 6” conduit, minimum 36” radius for 4” conduit and minimum 24” for 2” conduit. Long line couplings shall be used. Five degrees angle couplings, flexible adapters and PVC flexible couplings shall not be used. Standard type duct spacers which proved for a 2” air space between conduits shall be throughout the project on electric duct system. All conduits shall be proved in a manner acceptable to the Electric Utility Department. Conduit shall be free of dirt, rocks or other obstructions which could prevent, hinder or harm the installation of electric cable. Mule Tape must be installed in each electric conduit. The open end of all conduits must be protected in such a manner that it prohibits dirt and debris from entering.

Electronic conduit markers shall be installed at all conduit stub ends. Insulated bonding bushings will be required on metal conduit. No substitutions shall be permitted from the original specifications unless bidder obtains prior written approval.
13-03. Quantities. The preliminary estimate of the quantities of work to be done and materials to be furnished shown in the proposal are approximate only, being given as a basis for the comparison of bids. The City of Ukiah does not expressly or by implication agree that the actual amount of work will correspond therewith but reserves the right to increase or decrease the amount of any class or portion of work or to omit portions of the work that may be deemed necessary or expedient by the City.

Upon completion of successful bid, the Contractor shall furnish to the Engineer a cost break-down for each contract lump sum item.

The contractor shall determine the quantities of the items required to complete all work shown on the plans.

Such quantities and their values (including labor, equipment, and materials) shall be included in the cost break-down submitted to the Engineer for approval. The sum of the quantity units’ times the unit price shall equal the contract quantities and values used in the cost break-down submitted for approval. Unbalancing of the unit prices will not be allowed.

Overhead, profit, bond premium, temporary construction facilities, and other such items shall be included in each individual unit listed in the cost break-down, however, costs for traffic control system shall not be included.

No adjustment of the compensation will be made in the contract lump sum prices paid for various work items due to any differences between quantities shown in the cost break-down furnished by the Contractor and the quantities required to complete the work as shown on the plans and as specified in these Special Provisions.

The cost break-down shall be submitted to the Engineer within 10 working days after the contract has been approved. The cost break-down shall be approved by the Engineer, in writing, before any partial payments for the items of work will be made. The approved cost break-down will be used to determine partial payments during the progress of the work and as the basis of calculating the adjustment of compensation for the items(s) of work due to the changes ordered by the Engineer. When an ordered change increases or decreases the quantities of an approved cost break-down, the adjustment in the compensation will be determined in the same manner specified for increases and decreases in the quantity of a contract item of work in accordance with increases and decreases in the quantity of a contract item of work in accordance with the Contractor bid

Ukiah Electric Utility Fire Mitigation Undergrounding Project 29 Spec. No. 23-08 price.

Additions or deletions in the quantity of work as set forth in these specifications and accompanying drawings for lump sum items may be ordered by the Engineer after the contract price has been adjusted accordingly to the satisfaction of both the Contractor and the City of Ukiah, and they have been accepted in writing by the Engineer.
13-04. Payment. Payment will be at the unit price bid and will be compensation in full for all labor, materials, equipment, tools, including any and all incidentals.
13-05. Primary Junction Boxes and Primary Pedestals. Primary Junction Boxes and Primary Pedestals shall be provided by the City and installed by the Contractor. Primary Junction Box grade shall be equal to or slightly (maximum 0.5”) above adjacent grade. Asphaltic vault sealant shall be installed between the junction box cover and the extension ring (if used) and between the extension ring (if used) and the junction box. Bottom of the primary junction box excavation shall be compacted to 90% compaction prior to installation of drain rock and junction box. Where “term-a duct” conduit ends are not installed in the vault, bell ends shall be installed on the conduit ends and grouted in flush with the vault surface. Grounding shall be installed per Ukiah Electric Utility Department specifications at each primary junction box and primary pedestal location. Primary Pedestals shall be installed per Ukiah Electric Utility Department specifications. 13-06. Bonding and Grounding Bonding and grounding shall conform to Ukiah Electric Utility Department specification, 314 1007.
13-07. Maintaining Traffic The Contractor shall notify local authorities of the Contractor’s intent to begin work at least 5 days before work is begun. The Contractor shall cooperate with local authorities relative to handling traffic through the area and shall make all arrangements relative to keeping the working area clear of parked vehicles.

Lane closures shall conform to the provisions in the section of these special provisions entitled “Traffic Control”.

Payment – Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed, therefore.
13-08. Dust Control and Watering Dust control and watering shall conform to the provisions in Sections 10 "Dust Control" and 17 "Watering" of the California Standard Specifications and these Special Provisions.

The Contractor at their expense shall provide their own water for dust control and project construction.

Necessary precautions to prevent dust nuisance shall be taken during all phases of construction, on non-working days, and to final acceptance of the work.

Payment for dust control and watering shall be considered as included in the various items of work and no additional compensation will be allowed, therefore.
13-09. Traffic Control Traffic control shall conform to Section 12 "Construction Area Traffic Control Devices" of the California Standard Specifications and these Special Provisions. Attention is particularly directed to the "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" published by Caltrans. Nothing in these Specifications is to be construed as to reduce the minimum standards set in said manual.

Traffic shall be always maintained as provided in these Special Provisions except as otherwise approved by the Engineer.

The Contractor will be required to keep all residents and businesses notified of the work schedule as it affects their access.

The Contractor shall maintain contact with the Ukiah Electric Utility Department dispatch office regarding start and completion of the following:

Ukiah Electric Utility Fire Mitigation Undergrounding Project 30 Spec. No. 23-08  Construction activity that may impede emergency vehicles, school buses, etc.  Construction activity such as trenches or other excavation that prohibit access.  Construction activity that removes a fire hydrant from service.

The Contractor shall provide the name and telephone number of a person directly responsible for the construction activity to the Ukiah Police and Fire Departments and Life Medical Paramedic Ambulance Service The City will furnish "No Parking" signs which shall be posted by the Contractor.

The Contractor shall be responsible for supplying, installing, and maintaining such fences, barriers, lights, signs and flaggers as are necessary to give adequate warning to the public at all times that the road or street is under construction and of any dangerous conditions to be encountered as a result thereof.

All traffic control equipment shall be removed when it is no longer required.

Upon request, the Contractor shall submit to the Engineer a sketch showing the proposed signing and barricading to be used in the project.

All existing warning, regulatory, and information signs shall be maintained in a visible location during all phases of the construction by the Contractor.

If it becomes necessary for the City of Ukiah to replace or place additional barricades in order to provide adequate safety to the public, the Contractor will be charged $1 per barricade per day or portion thereof plus the cost of placement and removal. The Contractor will also be charged for replacement of damaged City barricades. The Contractor shall furnish and place barricades within 3 working days. No removal charge will be made if the Contractor returns City barricades to the Municipal Service Center.

Full compensation for furnishing all labor, materials, tools, equipment and incidentals for doing all work involved in furnishing and placing barricades, warning devices, and for flaggers as may be required by the Engineer shall be considered as included in the price paid for the various items of work, and no additional compensation will be allowed, therefore.
13-10. Protection of Existing Facilities Protection of existing facilities shall conform to all the applicable provisions in Section 8-1.10 "Utility and Non-Highway Facilities" and Section 15 "Existing Highway Facilities" of the California Standard Specifications and these Special Provisions.

All known obstructions to the work are indicated on the plans. However, the City cannot guarantee the accuracy of this information. The Contractor will be held responsible for the maintenance and protection of or damage to existing facilities, structures, obstructions and all underground facilities shown on the Plans or brought to the Contractor's attention during the course of the work.

The Contractor shall notify owner agencies for locations of utilities or facilities prior to excavation.

The owning utility shall be immediately notified of any damage which is caused by the operations of the Contractor to any facility, utility or structure. At the owning utility's discretion, repairs shall be made by the Contractor at the owning utility's direction or by the utility, all to the satisfaction of the Engineer. 13-11. Removal Methods Removal of existing improvements shall conform to Section 15-2 "Miscellaneous Highway Facilities" of the California Standard Specifications, these Special Provisions and as shown on the Plans.

All portions of existing concrete to be removed shall be removed in a smooth, neat, vertical plane. Where expansion, contraction or construction joints are not present, the concrete shall be saw cut to a minimum depth of 1-1/2 inches. If an expansion, contraction or construction joint is within 3 feet of the concrete to be removed, the concrete shall be removed to that joint.

Prior to final paving, all portions of existing pavement to be removed shall be cut on a neat, straight line. Pavement removed outside the removal line shall be cut parallel to and at right angles to the removal line. The face of the cut

Ukiah Electric Utility Fire Mitigation Undergrounding Project 31 Spec. No. 23-08 shall be smooth and shall not overhang the removal area. Drop hammers are not allowed. Jackhammers may be used if the cuts are overlapped and meet the above criteria. Where edges of remaining pavement are raised by the removal method used, they shall be flattened with a mechanical tamper prior to setting frames or replacing pavement.

Where an excavation leaves less than 2 feet of pavement adjacent to the gutter, the remaining pavement shall be removed and replaced.

All removed material, unless otherwise specified, shall become the property of the Contractor and shall be disposed of outside of the right-of-way.

Payment for removal and disposal of existing improvements shall be in accordance with Section 15-2.07 "Payment" of the California Standard Specifications.
13-12. Vacuum Excavation All pothole work to expose existing utilities shall be done by vacuum excavation methods. The preferred method of excavation shall be by high pressure air. Use of water fluid for excavation shall only be by permission of the City Engineer. Maximum dimension of the pothole shall be 12 inches by 12 inches.

All excavation material shall be removed and disposed of by the contractor. Backfill material shall be Class 2 aggregate base compacted to 90% relative compaction. Prior to paving, the pothole shall be cut to provide a clean vertical edge to pave against. The final dimension of the pothole prior to paving shall be 12 inches by 12 inches maximum. The asphalt concrete shall be a ½ inch mix having a depth of 4 inches.

All pothole work shall comply with the Traffic Control provisions of these specifications.

Full compensation for furnishing all labor, materials, tools, equipment and incidentals for doing the work involved in performing the pothole operation shall be considered as included in the price paid for the various items of work, and no additional compensation will be allowed, therefore. 13-13. Pipe and Structure Excavation, Backfill and Compaction Excavation and backfill for pipe, manholes and miscellaneous structures shall conform to the provisions in Section 19.3 "Structure Excavation and Backfill" of the California Standard Specifications, and these Special Provisions.

Pavement and concrete removal shall conform to Section 13-11 "Removal Methods" of these Special Provisions.

All excavation shall be made to the lines and grades shown on the Plans. Trench edges shall be no closer than 1 foot to the toe of the gutter unless otherwise approved by the Engineer. Where mud, peat or any unstable or objectionable material is encountered at or within 6 inches of the bottom of any excavation, such material shall be removed to a depth of at least 12 inches below the established grade and the trench brought to grade by placing a suitable material thoroughly compacted in place, all as approved by the Engineer.

Trench width, bedding and backfill for pipe shall conform to "Pipe Bedding and Backfill Requirements", as shown on plans.

Ponding or jetting of backfill is not allowed unless specifically shown on the Plans.

Trench backfills shall attain a relative compaction of 90 percent around conduit duct bank and 95 percent within 30” of finish grade. Backfill compaction within the structural section shall be as shown on the Plans. Structural backfill around all structures and manholes shall attain a relative compaction of 92 percent. The Contractor shall be responsible for scheduling compaction testing per City requirements. The cost for compaction testing shall be included in the total bid cost.

Backfill in street areas shall be brought to subgrade and the existing surfacing shall be replaced with the structural section shown on the Plans.

Trench backfills shall be accomplished as soon as possible after the pipe has been installed.

The Contractor shall conduct the construction operations so that trench backfill at all intersections is adequate to allow 2-way traffic in both directions during all phases of construction unless otherwise specified.

Ukiah Electric Utility Fire Mitigation Undergrounding Project 32 Spec. No. 23-08 Payment for pipe and structure excavation and backfill shall be considered as included in the price paid for the various items of work requiring excavation and backfill and no additional compensation will be allowed, therefore. 13-14. Excavation Safety Excavation Safety shall conform to the provisions in Sections 5-1.02A "Trench Excavation Safety Plans" and 7-1.01E "Trench Safety" of the California Standard Specifications and these Special Provisions.

In making excavations for the project, the Contractor shall be fully responsible for providing and installing adequate sheeting, shoring and bracing as may be necessary as a precaution against slides or cave-ins and to fully protect all existing improvements of any kind from damage.

The Contractor shall obtain a permit from the Division of Industrial Safety and shall submit a copy of the approved permit to the Engineer prior to the start of excavation. The cost of the permit shall be included in the total bid cost.

If the shoring and bracing plan varies from the shoring system standards established by the Construction Safety Orders, the plan shall be prepared by a registered civil or structural engineer.

The criteria given by the California Department of Industrial Relations are MINIMA for the conditions shown thereon. In addition to shoring the excavation as specified, it shall be the Contractor's responsibility to provide any and all additional shoring required to support the sides of the excavation against the effects of loads which may exceed those derived by using the criteria set forth by said governing agency. The Contractor shall be solely responsible for any damages which may result from failure to provide adequate shoring to support the excavations under any or all of the conditions of loading which may exist, or which may arise during the construction project.

The contract price paid per lump sum for excavation safety shall include full compensation for furnishing all labor, materials, permits and equipment and for doing all work involved as specified under these Special Provisions and no additional compensation will be allowed, therefore.
13-15. Sprinklers and Landscaping All sprinkler systems, landscaping, sod or turf shall be reinstalled to its original condition.
13-16. Clean-Up Clean-up shall conform to the provisions in Section 22 "Finishing Roadway" of the California Standard Specifications and these Special Provisions.

Upon completion of the work, and prior to requesting final inspection, the work area shall be thoroughly cleaned of all rubbish, construction forms, stakes, excess material, and equipment, and all portions of the work shall be left in a neat and orderly condition. The final inspection will not be made until this has been accomplished.

Full compensation for clean-up shall be considered as included in the price paid for the various contract items of work requiring finishing, and no additional compensation will be allowed therefore. 13-17. Aggregate Base Aggregate base shall be Class 2 and shall conform to the provisions of Section 26 "Aggregate Bases" of the California Standard Specifications and these Special Provisions.

Aggregate grading shall be 3/4" maximum unless otherwise approved by the Engineer. The Contractor shall submit current gradation, R-value, sand equivalent, and durability index test results as requested by the Engineer.

Aggregate base shall not be placed until the subgrade has been approved by the Engineer. In lieu of the placement requirements specified in Section 26, aggregate base material shall be placed upon prepared subgrade in a uniform windrow or layer, and after placing, the material shall be graded, compacted and watered in accordance with the requirements of Section 26-1.05 "Compaction" of the California Standard Specifications and the construction plans. Motor graders may be used for the aforementioned grading.

Aggregate base shall be compacted as specified in the Standard Specifications to a relative compaction of 95 percent.

Finished grade shall be within 0.05 feet of plan grade.

The contract price paid per ton of aggregate base shall include full compensation for furnishing all labor, materials, tools and equipment and for doing all work involved in

Ukiah Electric Utility Fire Mitigation Undergrounding Project 33 Spec. No. 23-08 placing, compacting and watering aggregate base as shown on the plans and as specified in these Special Provisions, and no additional compensation will be allowed, therefore. 13-18. Asphalt Concrete Asphalt concrete shall be Type B and shall conform to these Special Provisions and the following sections of the Standard Specifications:
39-1 General
39-2 Materials
39-3 Storing, Proportioning and Mixing Materials
39-4.01 Subgrade
39-4.02 Prime Coat and Paint Binder
All bituminous binder shall be viscosity grade AR-4000 liquid asphalt except AR-8000 liquid asphalt shall be used when the ambient temperature is over 90 to 95 F. Asphalt shall conform to those applicable parts of Section 92 "Asphalt" of the California Standard Specifications.

The mineral aggregate shall be 3/4-inch maximum size for base courses when such work constitutes 100 or more tons and shall be as specified on the plans for the finish course.

Medium gradations shall be used. For base course work less than 100 tons, the aggregate size may be the same as the finish course. Asphalt concrete work required at manholes, water valves, feathering, and other miscellaneous facilities shall be 3/8-inch maximum size.

Asphalt concrete shall not be placed until the subgrade has been approved by the Engineer. Unstable subgrade shall not be paved. A prime coat is not required.

SS-1 asphaltic emulsion shall be applied to existing pavements, lower courses of new pavements (unless upper course is being applied in the same day and the lower course is clean), and vertical edges of new or existing pavements, prior to paving. If recommended by the manufacturer, the emulsion may be diluted up to 1:1.

Immediately before applying the emulsion, the surface shall be cleaned of all dirt and loose material. Asphaltic emulsion and application shall conform to the applicable parts of Sections 94 "Asphaltic Emulsions" and 39-4.02 "Prime Coat and Paint Binder" of the California Standard Specifications. 13-19. Curbs, Sidewalks and Miscellaneous Concrete Curb, gutter, sidewalk, driveways, alley approaches and any other miscellaneous concrete structures shall be constructed as shown on the plans, and applicable City of Ukiah Standard Plans, and shall conform to the provisions in Section 73 "Concrete Curbs and Sidewalks" of the California Standard Specifications and these Special Provisions. a.) Earthwork: Earthwork shall conform to the plans and Section 13-12 of these Special Provisions.

The area between the right-of-way line and the back of sidewalk shall be graded to 1/4-inch per foot and sufficient compactive effort and moisture shall be applied to this area to prevent settlement. Voids shall be filled with topsoil, not sand. Water service or other boxes and facilities shall be adjusted to grade.
b.) Curb, gutter, and sidewalk: Curb, gutter and sidewalk shall be of monolithic construction.

Construction joints shall be edged and shall conform to the proposed scoring pattern.

Expansion joint material shall be installed to the full depth of the concrete at locations shown on the plans and as designated by the Engineer.

Side inlet catch basin and drop inlet catch basin concrete may be placed against neat excavation of undisturbed earth.

Concrete retaining walls shall be formed with plywood and all exposed edges shall be edged. After the back form has been removed, the void shall be backfilled to grade with clean native top soil. c.) Commercial curb, gutter, and sidewalk: Commercial curb, gutter and sidewalk shall be of monolithic construction. Construction joints shall be edged and shall conform to the existing scoring pattern.

Ukiah Electric Utility Fire Mitigation Undergrounding Project 34 Spec. No. 23-08 Curb, gutter and sidewalk shall be constructed per City of Ukiah Standard Plan.

The driveway section from the back of walk to two feet past the substation wall must be of the commercial type. The last two feet of driveway inside the substation from the substation wall must slope to match the existing ground grade. The driveway and approach shall be 6” thick with #4 rebar on 6” centers throughout. The driveway, when finished, shall appear equal to existing driveway (i.e. same scoring and joints).
d.) Concrete: Portland cement concrete shall be Class "B" conforming to Section 90 "Portland Cement Concrete" of the Standard Specifications with a minimum compressive strength of 2500 psi at 28 days.

All concrete used shall be mixed completely in a truck mixer, commonly known in the industry as "transit-mixed concrete".
e.) Forms: Forming requirements shall conform to the provisions in Section 73-1.04 "Forms" of the California Standard Specifications. If clean neat lines can be cut, the Contractor may pour against undisturbed earth with prior approval by the Engineer. If any sloughing or caving of material occurs, both front and back forms may be required.

Forms shall be true to lines and grades as shown on the plans.

Forms previously used shall be thoroughly cleaned before re-use. Before concrete is placed within any form, all inside surfaces of the forms shall be thoroughly coated with an approved oil.

All forms shall be free of any foreign material previous to placing concrete. f.) Concrete Reinforcement: Mesh and reinforcing steel shall conform to the provisions in Section 52-

1.02 "Materials" of the California Standard Specifications.

All reinforcing steel shall be accurately placed as shown on the plans.

All reinforcement shall be cleaned of dirt, rust, grease, loose scale and any other substance that may prevent concrete bonding. All reinforcement shall be securely positioned and supported so as to maintain the proper position during placement of concrete. g.) Concrete Placement: Concrete shall not be placed without approval of the Engineer. Placing concrete without notifying the Engineer may be reason for rejection of the work.

Prior to placing concrete, the subgrade and inside face of the forms shall be thoroughly wetted as the Engineer may direct.

Concrete shall not be deposited when it appears likely that the air temperature may fall below 40F during the placing of concrete or within the following 24 hours, unless special approval has been received from the Engineer prior to placing of concrete. Concrete which, in the opinion of the Engineer, has been damaged by freezing shall be removed and replaced.

Monolithic curb, gutter and sidewalk or median curb and gutter may be placed with extrusion machinery. The machinery shall be approved by the Engineer prior to use.

The Contractor shall install benchmark monuments as shown on the plans. The City of Ukiah will furnish the benchmark monuments without cost to the Contractor.

If the plans do not call for sidewalk, side inlet catch basins shall be constructed with a 3-foot by 5-foot section unless otherwise indicated on the plans.
h.) Finishing: After steel troweling, the concrete surfaces shall be given a fine hair broom finish.

Brooming on sidewalk shall be transverse to the length of curb.

Ukiah Electric Utility Fire Mitigation Undergrounding Project 35 Spec. No. 23-08 All exposed concrete surfaces shall be finished unless otherwise directed by the Engineer.

Score marks and weakened plane joints shall be located as shown on the plans and as directed by the Engineer.
i.) Cure: Concrete cure shall be accomplished by either the water, pigmented curing compound or waterproof membrane method and shall conform to the provisions in Section 90-7 "Curing Concrete" of the California Standard Specifications. White pigmented curing compound shall not be used on exposed surfaces.
j.) Tolerances: Dimensional tolerances for concrete work are listed below. Work done outside of these tolerances will be rejected by the Engineer.

Curb, gutter, sidewalk thickness: Up to 1/4-inch below specified thickness.

Flow line: Puddles shall not exceed 1/4-inch in depth, 6 inches in width or 10 feet in length. Grinding in excess of 1/2-inch and the use of epoxy fillers are not acceptable.

Sidewalk crossfall: Total crossfall on 5-foot sidewalks shall be within 1/2-inch of design.

Catch basins: The opening shall be a full 8 inches across the face of the catch basin with the top properly aligned within 3 inches of the base.
k.) Payment: Curb and gutter, sidewalk, street sign posts, driveways and mow strips shall be paid for under the various contract items and shall include full compensation for furnishing all labor, materials, including the cast-iron frames and grates, adjusting facilities within the sidewalk to grade, grading and adjustments at the back of walk, removal of existing facilities, tools and equipment, and for doing all work involved in their construction as shown on the plans and as specified under these Special Provisions, and no additional compensation will be allowed therefore. 13-20. Traffic Stripes and Pavement Markings The Contractor shall install painted traffic stripes as shown on the plans and in accordance with these Special Provisions, and applicable portions of Section 84-1 "General” and Section 84-3 “Traffic Stripes and Pavement Markings" of the California Standard Specifications. a.) Materials: Paint and glass spheres shall conform to the following Caltrans Specifications:

Section 84-3.02, "Materials," of the California Standard Specification is amended to read:

Paint for traffic stripes and pavement markings shall conform to the following: Morton White #2675A5, Morton Yellow #2676A5 (3427 Resin) or approved equal. Thinning of paint will not be allowed.

Glass beads shall conform to State Specification No. 8010-21C-22 Type II.

Paint manufacturer shall provide the Engineer with a Certificate of Compliance in accordance with the provisions of Section 6-1.07, "Certificate of Compliance" of the California Standard Specifications. Said certificate shall certify that the paint complies with the specifications and that paint manufactured to the same formulation and process has previously passed State of California testing. b.) Maintaining Traffic: Attention is directed to Sections 7-1.08, "Public Convenience," and 7-1.09, "Public Safety," of the California Standard Specifications and these Special Provisions.

All delineators used on the project shall conform to the requirements of the Caltrans Manual of Traffic Controls for Construction and Maintenance Work Zones.

The Contractor will be responsible for the posting of “No Parking” signs for streets as needed to accomplish scheduled work.
c.) Paint Traffic Stripes and Pavement Markings: This work shall consist of painting traffic stripes, pavement markings (arrows, legends, symbols, etc.), and applying glass spheres on asphalt concrete pavement at

Ukiah Electric Utility Fire Mitigation Undergrounding Project 36 Spec. No. 23-08 locations shown on the plans or designated by the Engineer in conformance with these Special Provisions.

Traffic stripes and pavement markings shall be painted on pavement surfaces by mechanical means with a surface application of glass spheres, except glass spheres shall not be applied to black paint.

All additional work necessary to establish satisfactory lines for stripes shall be performed by the Contractor at Contractor's expense, including correction of minor irregularities in the line established by the Engineer and spotting with cat tracks.

Cat tracking shall consist of placing spots of paint not more than 3 inches in width and not more than 5 feet apart along the line established by the Engineer. Paint for cat tracks shall be the same as that used for the traffic stripe for which it is placed. Dribble lines shall not be used.

Traffic stripes and pavement markings shall be applied only on dry surfaces and during periods of favorable weather. Painting shall not be performed when the atmospheric temperature is below 40oF, or when freshly painted surfaces may become damaged by rain, fog or condensation, or when it can be anticipated that the atmospheric temperature will drop below 40oF during the drying period.

Surfaces which are to receive traffic stripes shall be dry and shall be cleaned of all dirt and loose material.

Paint may be heated to a maximum temperature of 125oF.

Traffic stripes shall be applied in two coats. Glass spheres shall be applied immediately after application of the second coat.

The completed pavement marking, and stripe shall have clean and well-defined edges and its maximum deviation shall not exceed 1/4-inch in width of one inch in length from the dimensions shown on the plans.

Drips, overspray, excessive tracking, or improper markings shall be immediately removed from the pavement surface by blast cleaning or methods approved by the Engineer at the Contractor's expense.

Grinding will not be allowed.

Paint shall be applied to provide the following minimum thicknesses:

Wet Dry
1st coat 0.009” 0.005”
2nd coat 0.015” 0.008”
Application of the second coat may be delayed if, in the opinion of the Engineer, bleeding or other discoloration will adversely affect the finished product.

Glass spheres shall be applied at a rate of five to six pounds per gallon of paint. d.) Equipment and Operation: All of the equipment used in the application of traffic stripes shall produce stripes of uniform quality that conform to the specified requirements.

The striping machine shall be capable of operating at a speed of at least three miles per hour and it shall be thusly operated. Two colors of paint, including glass spheres where required, shall be applied in one pass of the striping machine.

Double stripes, consisting of two four-inch wide yellow stripes separated by a three-inch wide commercial quality black traffic paint shall be applied simultaneously.

The striping machine shall consist of a rubber-tired vehicle with a wheelbase of at least 100 inches and it shall be maneuverable to the extent that straight lines can be followed and normal curves can be made in true arcs. It shall be capable of applying traffic paints at the rate specified above and it shall be equipped with the following:
 A point or sighting device not less than five feet long and extending from the front thereof.

Ukiah Electric Utility Fire Mitigation Undergrounding Project 37 Spec. No. 23-08  A point or sighting device extending from the side of the machine to gauge the distance from centerline for shoulder stripes.
 Accurate gauges or dials to indicate the rates at which the paint and spheres are being applied.  Positive acting cutoff device to prevent deposition of paint in gaps of dashed stripes.  Shield or an adjustable air curtain for line control.  Pressure regulators and gauges (if pneumatically operated) in full view of the operator at all times.  Paint strainer in the paint supply line.
 Paint Storage tank with mechanical agitator operating continuously; and  Attached glass sphere dispenser located approximately 18 inches behind, and controlled simultaneously with, the paint applicator nozzle.

The glass sphere dispenser shall be equipped with a gauge showing the rate of application of the glass spheres and it shall uniformly distribute the glass spheres upon the traffic paint. Spheres shall be imbedded in the coat of traffic paint to a depth of at least one-half their diameters.

Spray equipment shall be of a proper and adequate type for the work and shall include oil and water extractors, pressure regulators, and adequate air volume and compressor recovery capacity. Spray gun tip needle assemblies and orifices shall be of the proper size.

Where the traffic stripe is of such a nature, either due to configuration or location, as to render the striping machine unsuitable for use, traffic paint and glass spheres may be applied by other approved methods and equipment. The Engineer will determine if the striping machine is unsuitable for a particular use.

Upon completion of the project, the Engineer shall be furnished with the following information:
 The number of gallons of black, white and yellow paint used.  Certificate of compliance regarding all materials used.  Pounds of beads used.
e.) Measurement: Traffic stripes will be measured by the linear foot along the line of the traffic stripes, including gaps in broken traffic stripes. Double traffic stripes will be measured as one. f.) Payment: The lump sum contract prices for the traffic stripes applied or removed shall include full compensation for furnishing all labor, materials (including paint and glass spheres), mixing paint, tools, equipment, posting “No Parking” as needed, and incidentals, and for doing all the work involved complete in place, as specified in the Standard Specifications and these Special Provisions, and as directed by the Engineer.
13-21. Signal, Lighting and Electrical Systems All work shall meet the requirements of Section 86-1.02 “Regulations and Code” of the California Standard Specifications. 13-22. Maintaining Existing Systems The Contractor shall maintain existing signal and lighting systems in accordance with Section 86-1.05 “Maintaining Existing and Temporary Electrical Systems” and these Special Provisions.

Traffic signal system shutdowns shall be limited to periods between the hours of 9:00 a.m. and 3:00 p.m.

The Contractor shall place “Stop Ahead” and “Stop” sign to direct vehicle and pedestrian traffic through the intersection during traffic signal system shutdown. All signal faces shall be covered when the system is shut down overnight. Temporary “Stop Ahead” and “Stop” signs shall be either covered or removed. “Stop Ahead” and “Stop” signs shall be furnished by the Contractor and shall conform to the provisions in Section 12-3.06, “Construction Area Signs,” of the California Standard Specifications except that the base material for the signs shall not be plywood.

One “Stop Ahead” sign and one “Stop” sign shall be placed for each direction of traffic. Location of the signs shall be as directed by the Engineer. Full compensation for furnishing, installing, maintaining and removing temporary “Stop Ahead” and “Stop” signs and for covering signs not in use shall be considered as included in the contract lump sum price paid for the signal item involved and no additional compensation will be allowed therefore.

Ukiah Electric Utility Fire Mitigation Undergrounding Project 38 Spec. No. 23-08 SECTION 14. EXCLUSIONS FROM GENERAL CONDITIONS
14-01. Provisions to be Excluded from General Conditions. The following designated provisions of the General Conditions are hereby determined to be inapplicable to the proposed work and, therefore, are hereby excluded from the terms of the Notice to Bidders, Proposal, Agreement and other contract documents as though entirely omitted from said General Conditions:
(1) Section 6-02. Office at the Site
(2) Section 7-03. Surveys
No other exclusions.

SECTION 15. AMENDMENTS TO GENERAL CONDITIONS
15-01. Sections of General Conditions to be Amended.

The following designated sections of the Special Provisions are hereby amended to read as follows:

No amendments.

Ukiah Electric Utility Fire Mitigation Undergrounding Project 39 Spec. No. 23-08

BID SUBMITTAL CHECKLIST
The following is a checklist to assist you in your submission of your bid documents. Please make sure you include the following when submitting your bid documents to reduce the risk of having your bid rejected:

Did you include?...
o Proposal (Page ___)
 Unit prices filled out clearly.
 Extended prices filled out clearly and calculated correctly  Total bid amount filled out clearly and calculated correctly  Sign the proposal, and provide complete information
 CLSB No. and expiration date
 Department of Industrial Relations Public Works Contractor Registration Number o Fair Employment Practices Certification (Page ___)
 Filled out completely per instruction
o Worker’s Compensation Certificate (Page ____)
 Filled out completely per instruction
o Certification of Non-Discrimination in Employment (Page ___)  Filled out completely per instruction
o List of Proposed Subcontractors (Page _____)
 Filled out completely per instruction
o Statement of Experience (Page ____)
o Signature of Bidder (Page _____)
 Filled out completely per instruction
 Authorized signature provided
o Bidder’s Bond (Page _____)
 Filled out completely per instruction
o Non-Collusion Affidavit (Page _____)
 Filled out completely per instruction
 Notarized
o Addenda Issued
 Check the City website for any addenda issued: www.cityofukiah.com/purchasing.

Ukiah Electric Utility Fire Mitigation Undergrounding Project 40 Spec. No. 23-08

CITY OF UKIAH

MENDOCINO COUNTY, CALIFORNIA

PROPOSAL
FOR

UKIAH ELECTRIC UTILITY FIRE MITIGATION UNDERGROUNDING PROJECT Specification No. 23-08
The undersigned, as bidder, declares that he or she has examined thoroughly all of the contract documents herein contained, that this proposal is made without collusion with any other person, firm or corporation and that all laws and ordinances relating to the interest of public officers in this contract have been complied with in every respect.

AND he or she proposes and agrees, if this proposal is accepted, 1) that he or she will contract with the City of Ukiah, Mendocino County, California, in the form of the copy of the agreement herein contained
a) to provide all necessary machinery, tools, apparatus and other means of construction; b) to furnish all materials;
c) to provide all superintendence, overhead expenses and all labor and expenses of whatever nature necessary to complete the job in conformity with the specifications and drawings and other contract provisions herein or reasonably implied hereby or as necessary to complete the work in the manner and within the time named herein and according to the requirements and to the reasonable satisfaction of the City Engineer;
d) to pay all charges of freight transportation and hauling; 2) that he or she indemnifies the City against any loss or damage arising from any act of the undersigned as Contractor; and
3) that he or she will accept as full payment therefor the following sums:

Ukiah Electric Utility Fire Mitigation Undergrounding Project 41 Spec. No. 23-08

BIDDING SCHEDULE
In the case of any discrepancy between the unit price and the total set forth for the item, the unit price shall prevail; provided, however, that if the amount set forth as a unit price is ambiguous, unintelligible or uncertain for any reason, or is omitted, or in the case of lump sum items, is not the same amount as the entry in the “Total” column, then the amount set forth in the “Total” column for the item shall prevail in accordance with the following:

1. As to lump sum items, the amount set forth in the “Total” column shall be the unit price;

2. As to unit basis items, the amount set forth in the “Total” column shall be divided by the estimated quantity for the item and the price thus obtained shall be the unit price.

The Total Base Bid shall be the sum of the items in the “Total” column. In case of discrepancy between the sum of the items in the “Total” column and the amount entered as Total Base Bid, the sum of the “Total” column items shall prevail. The bid comparison will be based on the sum of the items in the “total” column for each bidder.

The Unit prices for the various Construction Items below include all costs associated with the General Conditions, Special Provisions, Requirements of the Construction Contract, and represent the total, complete, in-place cost for each specific Construction Item in accordance with the Construction Documents, including all elements, work components, accessories, and connections, shown in applicable details or required to yield a complete, sound and functional component or system appropriate for its intended function, whether or not such is specifically described or listed in any description of measurement or payment. The total amount of the Construction items below shall represent the total and complete cost of the fully functional Project. All work not specifically listed below be required to complete the work of the various construction items and the cost of such shall be considered as included throughout the various unit prices indicated.

Lowest bid will be based on the lowest Base Bid.

Ukiah Electric Utility Fire Mitigation Undergrounding Project 42 Spec. No. 23-08 NAME OF BIDDER:

SPEC #: 23-08
PROJECT NAME: UKIAH ELECTRIC UTILITY MITIGATION UNDERGROUNDING PROJECT ITEM
#

DESCRIPTION UNIT OF

MEASURE

QUANTITY UNIT PRICE TOTAL
1 LS $__________ $__________________
2 LS $__________ $__________________
3 LS $__________ $__________________
4 LF $__________ $__________________
5 SF $__________ $__________________
6 LS $__________ $__________________
7 LS $__________ $__________________
8 CY $__________ $__________________
TOTAL BID ==>> $__________________
We, the undersigned, acknowledge that the City Council has reserved the right to reject any or all bids and to determine which proposal is, in its opinion, the lowest responsive bid from a responsible bidder and that which it deems in the best interest of the City to accept. We, the undersigned, further agree, if this proposal shall be accepted, to sign the agreement and to furnish the required bonds with satisfactory surety, or sureties, within fifteen (15) calendar days after written notice that the contract is ready for signature; and, if the undersigned shall fail to contract, as aforesaid, it shall be understood that he or she has abandoned the contract and that, therefore, this proposal shall be null and void and the proposal guaranty accompanying this proposal, or the amount of said guaranty, shall be forfeited to and become the property of the City. Otherwise, the proposal guaranty accompanying this proposal shall be returned to the undersigned.

Witness our hands this day of ___________________, 20____.

Licensed in accordance with an act providing for the registration of California Contractors License No. ___________, expiration date _____________.

THE CONTRACTOR'S LICENSE NUMBER AND EXPIRATION DATE STATED HEREIN ARE MADE UNDER PENALTY OF PERJURY.

Department of Industrial Relations Public Works Contractor Registration Number:_____________________

Ukiah Electric Utility Fire Mitigation Undergrounding Project 43 Spec. No. 23-08 Signature of bidder or bidders, with business name, address, phone number and fax number:
_________________________________________________________________ _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ Notice: In the case of a corporation, give below the addresses of the principal office thereof and names and addresses of the President, Secretary, Treasurer.
_________________________________________________________________ _________________________________________________________________ _________________________________________________________________

Ukiah Electric Utility Fire Mitigation Undergrounding Project 44 Spec. No. 23-08

FAIR EMPLOYMENT PRACTICES CERTIFICATION
TO:_____________________________________________________________ ________________________________________________________________ The undersigned, in submitting a bid for performing the following work by Contract, hereby certifies that he or she has or will meet the standards of affirmative compliance with the Fair Employment Practices requirements of the Special Provisions contained herein.

UKIAH ELECTRIC UTILITY FIRE MITIGATION UNDERGROUNDING PROJECT ________________________________________________________________ (Signature of Bidder)
Business Mailing Address:
_________________________________________________
_________________________________________________
_________________________________________________
Business Location:
_________________________________________________
_________________________________________________
(The bidder shall execute the certification of this page prior to submitting his or her proposal.)

Ukiah Electric Utility Fire Mitigation Undergrounding Project 45 Spec. No. 23-08

WORKER'S COMPENSATION CERTIFICATE
I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for Worker's Compensation or undertake self-insurance in accordance with the provisions of that code and I will comply with such provisions before commencing the performance of the work of this contract.

Witness my hand this________ day of _______________, 200____ Signature of Bidder, with Business Address:
__________________________________________________
__________________________________________________
__________________________________________________
__________________________________________________

Ukiah Electric Utility Fire Mitigation Undergrounding Project 46 Spec. No. 23-08

CERTIFICATION OF NONDISCRIMINATION IN EMPLOYMENT
The bidder represents that he or she has/has not, participated in a previous contract or subcontract subject to either the equal opportunity clause herein or the clause contained in Section 301 of Executive Order 10925; that he or she has/has not, filed all required compliance reports; and that representations indicating submission of required compliance prior to subcontract awards.

Signature and address of Bidder:
__________________________________________________ Date_____________ __________________________________________________
__________________________________________________
__________________________________________________
(This certification shall be executed by the bidder in accordance with Section 60-1.6 of the Regulations of the President's Committee on Equal Employment Opportunity for implementing Executive Orders 10925 and 11114.)

Ukiah Electric Utility Fire Mitigation Undergrounding Project 47 Spec. No. 23-08

LIST OF PROPOSED SUBCONTRACTORS
In compliance with the provisions of Sections 4100-4108 of the California Public Contract Code and any amendments thereof, each bidder shall set forth (a) the name and location of the place of business of each subcontractor who will perform work or labor or render service in or about the construction site or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications in an amount in excess of one-half of 1 percent of the total bid and (b) the California Contractor License Number for each subcontractor, and (c) the portion of the work to be done by each subcontractor.(See General Conditions Section 1-09.) Include with the name of each sub-contractor their Department of Industrial Relations Public Works Contractor Registration Number.

SUBCONTRACTOR
NAME

SUBCONTRACTOR

LICENSE NUMBER

SUBCONTRACTOR
DIR

REGISTRATION
NUMBER

SUBCONTRACTOR

BUSINESS

ADDRESS

DESCRIPTION

OF WORK

Ukiah Electric Utility Fire Mitigation Undergrounding Project 48 Spec. No. 23-08

STATEMENT OF EXPERIENCE OF BIDDER
The bidder is required to state below what work of similar magnitude or character he or she has done and to give references that will enable the City Council to judge of his or her experience, skill and business standing and his or her ability to conduct work as completely and rapidly as required under the terms of the contract. ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________

Ukiah Electric Utility Fire Mitigation Undergrounding Project 49 Spec. No. 23-08

SIGNATURE(S) OF BIDDER
Accompanying this proposal is ___________________________________ (insert the words "cash ($)", "cashier's check" or "bidder's bond", as the case may be) in an amount equal to at least 10 percent of the bid.

The names of all persons interested in the foregoing proposal as principals are as follows:

IMPORTANT NOTICE: If bidder or other interested person is a corporation, provide the legal name of corporation and also the names of the president, secretary, treasurer and manager thereof. If a co-partnership, provide the true name of firm and also the names of all individual co-partners composing the firm. If bidder or other interested person is an individual, provide the first and last names in full. _________________________________________________________________ _________________________________________________________________ _________________________________________________________________ Licensed in accordance with an act providing for the registration of Contractors:

License No. ______________________________, License Expiration Date .

Signature(s) of Bidder: ______________________________________________ ______________________________________________
______________________________________________
NOTE: If bidder is a corporation, the legal name of the corporation shall be set forth above together with the signature of the officer or officers authorized to sign contracts on behalf of the corporation; if bidder is a co-partnership, the true name of the firm shall be set forth above together with the signature of the partner or partners authorized to sign contracts in behalf of the co-partnership; and if bidder is an individual, his or her signature shall be placed above. If a member of a partnership, a Power of Attorney must be on file with the Department prior to opening bids or submitted with the bid; otherwise, the bid will be disregarded as irregular and unauthorized.

Business address: ___________________________________________________ ___________________________________________________
Place of residence: ___________________________________________________ ___________________________________________________
Dated: __________________

Ukiah Electric Utility Fire Mitigation Undergrounding Project 50 Spec. No. 23-08

CITY OF UKIAH
Mendocino County, California

BIDDER'S BOND

KNOW ALL MEN BY THESE PRESENTS,
That we, ______________________________________________________________ ________________________________________________________________, as PRINCIPAL and ________________________________________________________________ ________________________________________________________________, as SURETY, are held and firmly bound unto the City of Ukiah in the penal sum of 10 PERCENT OF THE TOTAL AMOUNT OF THE BID of the Principal above named, submitted by said Principal to the City of Ukiah, as the case may be, for the work described below, for the payment of which sum in lawful money of the United States, well and truly to be made, to the City Clerk to which said bid was submitted, we bind ourselves, our heirs, executors, administrators and successors jointly and severally, firmly by these presents. In no case shall the liability of the surety hereunder exceed the sum of $____________________

THE CONDITION OF THIS OBLIGATION IS SUCH,
That whereas the Principal has submitted the above mentioned bid to the City of Ukiah, as aforesaid, for certain construction specifically described as follows, for which bids are to be opened at the Office of the City Clerk, Ukiah Civic Center, Ukiah, California, on <<DATE OF BID OPENING>> for UKIAH ELECTRIC UTILITY FIRE MITIGATION UNDERGROUNDING PROJECT, SPEC. NO. 23-08.

NOW, THEREFORE, If the aforesaid Principal is awarded the contract and, within the time and manner required under the specifications, after the prescribed forms are presented to him or her for signatures, enters into a written contract, in the prescribed form, in accordance with the bid and files two bonds with the City of Ukiah, one to guarantee faithful performance and the other to guarantee payment for labor and materials, as required by law, then this obligation shall be null and void; otherwise, it shall be and remain in full force and virtue.

IN WITNESS WHEREOF, we have hereunto set our hands and seals on this ______ day of ________________, A.D. 20_____.
__________________________________________________(Seal) __________________________________________________(Seal) __________________________________________________(Seal) Principal
__________________________________________________(Seal) __________________________________________________(Seal) __________________________________________________(Seal) Surety
Address: __________________________________________________________ __________________________________________________________ __________________________________________________________

Ukiah Electric Utility Fire Mitigation Undergrounding Project 51 Spec. No. 23-08

NON-COLLUSION AFFIDAVIT
Note: Bidder shall execute the affidavit on this page prior to submitting his or her bid.

To City Council, City of Ukiah:

The undersigned in submitting a bid for performing UKIAH ELECTRIC UTILITY FIRE MITIGATION UNDERGROUNDING PROJECT, SPEC. NO. 23-08 by contract, being duly sworn, deposes and says:
that he or she has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with such contract. __________________________________________________
__________________________________________________
__________________________________________________
Signature(s) of Bidder
Business Address:__________________________________________________ __________________________________________________
__________________________________________________
Place of Residence:__________________________________________________ __________________________________________________
__________________________________________________

NOTARIZATION
Subscribed and sworn to before me this ______ day of _________, 20____. __________________________________________________
Notary Public in and for the County of______________________________, State of California.

My Commission Expires ________________________, 20 ____.

Ukiah Electric Utility Fire Mitigation Undergrounding Project 52 Spec. No. 23-08

CITY OF UKIAH
Mendocino County, California

AGREEMENT
FOR

UKIAH ELECTRIC UTILITY FIRE MITIGATION UNDERGROUNDING PROJECT Specification No. 23-08
THIS AGREEMENT, made this ______ day of ___________________, 20____, by and between the City of Ukiah, Mendocino County, California, hereinafter called the City and _______________________ hereinafter called the Contractor,
WITNESSETH:

WHEREAS, the City has caused to be prepared in accordance with law, specifications, drawings and other contract documents for the work herein described and shown and has approved and adopted these contract documents, specifications and drawings and has caused to be published in the manner and for the time required by law a notice to bidders inviting sealed proposals for doing the work in accordance with the terms of this contract and
WHEREAS, the Contractor, in response to the notice to bidders, has submitted to the City a sealed proposal accompanied by a proposal guaranty in an amount of not less than 10 percent of the bid price for the construction of the proposed work in accordance with the terms of this contract and WHEREAS, the City, in the manner prescribed by law, has publicly opened, examined and canvassed the proposals submitted and as a result has determined and declared the Contractor to be the lowest and best regular responsible bidder for the work and for the sums named in the proposal, NOW, THEREFORE, THIS AGREEMENT WITNESSETH:

Article 1. Work to be Done and Contract Days Allowed.

That the Contractor shall provide all necessary machinery, tools, apparatus and other means of construction; shall furnish all materials, superintendence, overhead, expenses, all labor and expenses of whatever nature necessary for completion of the work in conformity with the Special Provisions and other contract documents hereto attached and according to such instructions as may be given by the Engineer. The Contractor shall complete the work within <<ONE HUNDRED AND EIGHTY>> (<<180>>) calendar days. Contract days shall be counted starting with the 10th day following receipt of notice that the contract has been executed by the City. Contractor, at his or her option, may begin work prior to start of counting contract days, however, in no event shall the Contractor start work without giving notification to the Engineer at least 72 hours prior to the start of work, without obtaining an encroachment permit from the City, or without having submitted certificates of insurance that have been accepted and approved by the Engineer.

Ukiah Electric Utility Fire Mitigation Undergrounding Project 53 Spec. No. 23-08 Article II. Contract Prices.

That the City shall pay the Contractor the prices stated in the proposal submitted by the Contractor, for complete performance of the contract by the Contractor. The Contractor hereby agrees to accept the prices as full compensation for all material and appliances necessary to the work, for all labor and use of tools and other implements necessary to execute the work contemplated in this contract; for all loss or damage arising out of the nature of the work or from the action of the elements, or from any unforeseen obstructions or difficulties which may be encountered in the prosecution of the work; for all risks of every description connected therewith; for all expenses of the work, as herein specified; for all liability and other insurance, for all overhead and other expenses incident to the work; all according to the Contract Drawings, the Special Provisions, the Details, the instructions and the requirements of the City.

Article III. Labor Discrimination.

Attention is directed to Section 1735 of the Labor Code, which reads as follows:
"No discrimination shall be made in the employment of persons upon public works because of the race, color, national origin or ancestry, or religion of such persons and every contractor for public works violating this section is subject to all the penalties imposed for a violation of this chapter." In connection with the performance of work under this contract, the Contractor agrees as follows:
(a) The Contractor will not willfully discriminate against any employee or an applicant for employment because of race, color, religion, ancestry, or national origin. The Contractor will take affirmative action to ensure that applicants are employed and that employees are treated during employment without regard to their race, color, religion, ancestry, or national origin. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the awarding authority setting forth the provisions of this Fair Employment Practice section. (b) The Contractor will send to each labor union or representative of workers with which he or she has a collective bargaining agreement or other contract or understanding, a notice, to be provided by the awarding authority, advising the said labor union or worker's representative of the Contractor's commitments under this section, to employees and applicants for employment. (c) The Contractor will permit access to his or her records of employment, employment advertisements, application forms and other pertinent data and records by the Fair Employment Practices Commission, City of Ukiah or any other appropriate agency of the State of California designated by the awarding authority, for the purposes of investigation to ascertain compliance with the Fair Employment Practices section of this contract.
(d) A finding of willful violation of the Fair Employment Practices section of this Contract or of the Fair Employment Practices Act shall be regarded by the awarding authority as a basis for determining the Contractor to be not a "responsible bidder" as to future contracts for which such Contractor may submit bids, for revoking the Contractor's pre-qualification rating, if any and for refusing to establish, reestablish or renew a pre-qualification rating for the Contractor.

The City of Ukiah shall deem a finding of willful receipt of written notice from the Fair Employment Practices Act to have occurred upon that it has investigated and determined that the Contractor has violated the Fair Employment Practices Act and has issued an order under Labor Code Section 1426 or obtained an injunction under Labor Code Section 1429.

Ukiah Electric Utility Fire Mitigation Undergrounding Project 54 Spec. No. 23-08 Upon receipt of such written notice from the Fair Employment Practices Commission, the City shall notify the Contractor that unless he or she demonstrates to the satisfaction of the awarding authority within a stated period that the violation has been corrected, his or her pre-qualification rating will be revoked at the expiration of such period.
(e) The Contractor agrees that should the City determine that the Contractor has not complied with the Fair Employment Practices section of this Contract, then pursuant to Labor Code Section 1735 and 1775 the Contractor shall, as a penalty to the City, forfeit for each calendar day or portion thereof, for each person who was denied employment as a result of such non-compliance, the penalties provided in the Labor Code for violation of prevailing wage rates. Such monies may be recovered from the Contractor. The City may deduct any such damages from any monies due the Contractor. (f) Nothing contained in this Fair Employment Practices section shall be construed in any manner of fashion so as to prevent the City or the State of California from pursuing any other remedies that may be available at law.
(g) Prior to awarding the Contract, the Contractor shall certify to the awarding authority that he or she has or will meet the following standards for affirmative compliance, which shall be evaluated in each case by the awarding authority:
(1) The Contractor shall provide evidence, as required by the City that he or she has notified all supervisors, foremen and other personnel officers in writing of the content of the anti-discrimination clause and their responsibilities under it.
(2) The Contractor shall provide evidence, as required by the City, that he or she has notified all sources of employees’ referrals (including unions, employment agencies, advertisements, Department of Employment) of the content of the anti-discrimination clause. (3) The Contractor shall file a basic compliance report, as required by the City. Willfully false statements made in such reports shall be punishable as provided by law. The compliance report shall also spell out the sources of the work force and who has the responsibility for determining whom to hire, or whether or not to hire.
(4) Personally, or through his or her representatives, the Contractor shall, through negotiations with the unions with whom he or she has agreements, attempt to develop an agreement which will:
a. Spell out responsibilities for nondiscrimination in hiring, referral, upgrading and training. b. Otherwise implement an affirmative anti-discrimination program in terms of the unions' specific areas of skill and geography to the end that qualified minority workers will be available and given and equal opportunity for employment.
(5) The Contractor shall notify the City of opposition to the anti-discrimination clause by individuals, firms or organizations during the period of its pre-qualification. (h) The Contractor will include the provisions of the foregoing paragraphs 1 through 5 in every first tier subcontract so that such provisions will be binding upon each such subcontractor. (i) The "Fair Employment Practices Certification" must be completed and signed prior to the time of submitting the bid.

Ukiah Electric Utility Fire Mitigation Undergrounding Project 55 Spec. No. 23-08 Article IV. Parts of the Contract.

That the complete contract consists of the following documents, all of which shall be considered a part of this agreement.

1. Notice to Bidders

2. Wage Rates

3. General Conditions

4. Technical Specifications

5. Proposal

6. Fair Employment Practices Certification

7. Agreement

8. Contract Bonds

9. Contract Drawings and Construction Details

10. Standard Drawings

11. Indemnification Agreement
IN WITNESS WHEREOF, this contract being executed in duplicate and the parties having caused their names to be signed by authority of their duly authorized office this _____ day of _____________, 20____.

CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA
By: ______________________________________________________________

CITY MANAGER, CITY OF UKIAH
Attest: ______________________________________________________________

CITY CLERK, CITY OF UKIAH
By: ______________________________________________________________

CONTRACTOR
Attest: ______________________________________________________________ Title: ______________________________________________________________ The foregoing contract is approved as to form and legality this ______ day of ______________, 20 ____. __________________________________________________

CITY ATTORNEY, CITY OF UKIAH

Ukiah Electric Utility Fire Mitigation Undergrounding Project 56 Spec. No. 23-08

INDEMNIFICATION AGREEMENT
This Indemnification Agreement is made and entered in Ukiah, California, on _________________, 20____, by and between the City of Ukiah (Ukiah) and ______________________________________ (Contractor).

Contractor is
_________________________________________________________________________________ ___________________________________________ for Ukiah.

As a condition of issuing the work order, attached hereto, Ukiah requires assurance that Contractor will protect Ukiah from damage or damage claims which arise from its performance of the work.

Accordingly, Contractor agrees as follows:

1. Indemnification. Contractor shall indemnify and hold harmless Ukiah and its officers, agents, and employees from and against any claim, loss, or damage, including the legal and other costs of defending against any claim of damage or loss which arises out of the Contractor’s negligent or wrongful performance under the work order attached hereto, except for claims, losses, or damages resulting from the sole and exclusive negligence or other wrongful conduct of Ukiah or its officers, agents and employees.

CONTRACTOR
BY: _______________________________________________
TITLE: _______________________________________________

Ukiah Electric Utility Fire Mitigation Undergrounding Project 57 Spec. No. 23-08

CITY OF UKIAH
Mendocino County, California

PERFORMANCE BOND
BOND No._____________________
KNOW ALL PERSONS BY THESE PREESNTS:

THAT WHEREAS, the City of Ukiah, organized and operating under the laws of the State of California, (hereinafter referred to as the “City”) has awarded to ______________________________, (hereinafter referred to as the “Contractor”) an agreement for Contract No. _______________ (hereinafter referred to as the “Project”).

WHEREAS, the work to be performed by the Contractor is more particularly set forth in the Contract for the Project dated _______________________, (hereinafter referred to, together with all attachments and exhibits thereto, as “Contract Documents”), the terms and conditions of which are expressly incorporated herein by reference; and WHEREAS, the Contractor is required by the Contract Documents to perform the terms thereof and to furnish a bond for the faithful performance of said Contract Documents.

NOW, THEREFORE, we, __________________________, the undersigned Contractor and _________________________, as Surety, a corporation organized and duly authorized to transact business under the laws of the State of California, are held firmly bound until the City in the sum of ______________________________ ($_________________), for which amount well and truly to be made, we bind ourselves, our heirs ,executors and administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that, if the Contractor, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the Contract Documents and any alteration thereof made as therein provided, on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill all obligations; and shall indemnify and save harmless the City, its officials, officers, employees, and authorized volunteers, as stipulated in said Contract Documents, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees including reasonable attorneys’ fees, incurred by the City in enforcing such obligation.

As a condition precedent to the satisfactory completion of the Contract Documents, unless otherwise provided for in the Contract Documents, the above obligation shall hold good for a period of one (1) year after the acceptance of the work by the City, during which time if Contractor shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage resulting from or caused by defective materials or faulty workmanship. The obligations of Surety hereunder shall continue so long as any obligation of Contractor remains. Nothing herein shall limit the City’s rights or the Contractor or Surety’s obligations under the Contract Documents, law or equity, including, but not limited to, California Code of Civil Procedure Section 337.15.

Whenever Contractor shall be, and is declared by the City to be, in default under the Contract Documents, the Surety shall remedy the default pursuant to the Contract Documents, or shall promptly, at the City’s option:
i. Take over and complete the Project in accordance with all terms and conditions in the Contract Documents; or
ii. Obtain a bid or bids for completing the Project in accordance with all terms and conditions in the Contract Documents and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a contract between such bidder, the Surety and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract

Ukiah Electric Utility Fire Mitigation Undergrounding Project 58 Spec. No. 23-08 price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents.
iii. Permit the City to complete the Project in any manner consistent with California law and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs by the City pursuant to the Contract Documents.

Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Contractor.

Surety shall not utilize Contractor in completing the Project nor shall Surety accept a bid from Contractor for completion of the Project if the City, when declaring the Contractor in default, notifies Surety of the City’s objection to Contractor’s further participation in the completion of the Project.

The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project to be performed thereunder shall in any way affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project. [REMAINDER OF PAGE LEFT INTENTIONALLY BLANK]

Ukiah Electric Utility Fire Mitigation Undergrounding Project 59 Spec. No. 23-08 IN WITNESS WHEREOF, we have hereunto set our hands and seals this ____ day of ___________________, 2022.
(Corporate Seal) ________________________________
Contractor/Principal
By______________________________

Title_____________________________
(Corporate Seal) _________________________________
Surety
By_______________________________
Attorney-in-Fact
(Attach Attorney-in Fact Certificate) Title______________________________ The rate of premium on this bond is __________________ per thousand. The total amount of premium charges is $_________________________.
(The above must be filled in by corporate attorney.)
THIS IS A REQUIRED FORM.

Any claims under this bond may be addressed to:
(Name and Address of Surety) ________________________________ ________________________________
________________________________
(Name and Address of Agent or ________________________________ Representative for service of process in ________________________________ California, if different from above) ________________________________ (Telephone number of Surety and Agent _______________________________ or Representative for service of process in California)

Ukiah Electric Utility Fire Mitigation Undergrounding Project 60 Spec. No. 23-08

CITY OF UKIAH
Mendocino County, California

PAYMENT BOND
BOND No. ____________________
KNOW ALL PERSONS BY THESE PRESENTS:

WHEREAS, the City of Ukiah (“City”) has awarded to _______________________ (“Contractor/Principal”) a contract (City Agreement No. _____________, dated _________________, ___________, referred to as the “Agreement”) for the work described as _______________________. The Agreement is incorporated by this reference into this Payment Bond (“Bond”); and
WHEREAS, Contractor/Principal is required to furnish a bond in connection with the Agreement and pursuant to California Civil Code section 9550;
NOW, THEREFORE, we ____________________________________________, the undersigned Contractor/Principal, and _____________________ (“Surety”), a corporation organized and existing under the laws of the State of _____________________, and duly authorized to transact business under the laws of the State of California, as Surety, are held firmly bound until the City, and to any and all persons, companies, or corporations entitled by law to file stop payment notices under California Civil Code Section 9100, or any person, company, or corporation entitled to make a claim on this bond, in the sum of $_________________________, for which payment will and truly be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that if Contractor/Principal, its heirs, executors, administrators, successors, or assigns, or subcontractor, shall fail to pay any person or persons named in Civil Code section 9100; or fail to pay for any materials, provisions, or other supplies, used in, upon, for , or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Code, with respect to work or labor thereon of any kind; or shall fail to deduct, withhold, and pay over to the Employment Development Department, any amounts required to be deducted, withheld, and paid over by Unemployment Insurance Code Section 13020 with respect to work and labor thereon of any kind, then Surety will pay for the same, in an amount not exceeding the amount herein above set forth, and in the event suit is brought upon this bond, also will pay such reasonable attorneys’ fees as shall be fixed by the court, awarded and taxed as provided in California Civil Code Section 9550, et seq.

It is further stipulated and agreed that the Surety of this bond shall not be exonerated or released from the obligation of the bond by any change, extension of time for performance, addition, alteration or modification in, to, or of any contract, plans, or specifications, or agreement pertaining or relating to any scheme or work of improvement herein above described; or pertaining or relating to the furnishing of labor, materials, or equipment therefor; nor by any change or modification of any terms of payment or extension of time for payment pertaining or relating to any scheme or work of improvement herein above described; nor by any rescissions or attempted rescission of the contract, agreement or bond; nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement or under the bond; nor by any fraud practiced by any person other than the claimant seeking to recover on the bond; and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is give; and under no circumstances shall the Surety be released from liability to those for whose benefit such bond has been given, by reason of any breach of contract between the Owner and Contractor/Principal or on the part of any oblige named in such bond; that the sole condition of recovery shall be that the claimant is a person described in California Civil Code section 9100, and who has not been paid the full amount of his or her claim; and that the Surety does hereby waive notice of any such change, extension of time, addition, alteration or modification herein mentioned, including but not limited to the provisions of section 2819 and 2845 of the California Civil Code.

Ukiah Electric Utility Fire Mitigation Undergrounding Project 61 Spec. No. 23-08 Any notice to Surety may be given in the manner specified in the Agreement and delivered or transmitted to Surety as follows:

Attn:__________________________________________
Address:_______________________________________
City/State/Zip:___________________________________
Phone:_________________________________________
Fax:___________________________________________
Email:__________________________________________

IN WITNESS WHEREO, two identical counterparts of this Bond, each of which shall for all purposes be deemed an original thereof, have been duly executed by Contractor/Principal and Surety above named, on the __ day of ____________________, 202__.
__________________________________ (SEAL)
Contractor/Principal
By_____________________________________
Contractor’s Representative
______________________________________
Contractor/Principal’s Address
______________________________________
City,State,Zip
_________________________________(SEAL)
Surety
By_____________________________________
Surety’s Representative
______________________________________
Surety’s Address
______________________________________
City,State,Zip
______________________________________
Telephone Number
NOTE: Signatures of those executing for Surety must be properly acknowledged, The bond must be accompanied by a properly acknowledged Power of Attorney from the Surety authorizing its agent to bind it to this bond. A copy of such Power of Attorney must be in file with the City.

Ukiah Electric Utility Fire Mitigation Undergrounding Project 62 Spec. No. 23-08

DIRECTIONS FOR PREPARATION OF PERFORMANCE AND MATERIAL AND LABOR BOND

1. Individual sureties, partnerships, or corporations not in the surety business will not be acceptable.

2. The name of the Principal shall be shown exactly as it appears in the Contract.

3. The penal sum shall not be less than required by the Specifications.

4. If the Principals are partners or joint venturers, each member shall execute the bond as an individual and state his place of residence.

5. If the Principal is a corporation, the bond shall be executed under its corporate seal.

If the corporation has no corporate seal, it shall so state and affix a scroll or adhesive seal following the corporate name.

6. The official character and authority of the person(s) executing the bond for the Principal, if a corporation, shall be certified by the Secretary or Assistant Secretary thereof under the corporate seal, or copies attached to such records of the corporation as will evidence the official character and authority of the officer signing, duly certified by the Secretary or Assistant Secretary, under the corporate seal, to be true copies.

7. The current power-of-attorney of the person signing for the surety company must be attached to the bond.

8. The date of the bond must not be prior to the date of the Contract.

9. The following information must be placed on the bond by the surety company:
a. The rate of premium in dollars per thousand; and
b. The total dollar amount of premium charged.

10. The signature of a witness shall appear in the appropriate place attending to the signature of each party of the bond.

11. Type or print the name underneath each signature appearing on the bond.

12. An executed copy of the bond must be attached to each copy of the Contract (original counterpart) intended for signing.

Ukiah Electric Utility Fire Mitigation Undergrounding Project 63 Spec. No. 23-08

CITY OF UKIAH
Mendocino County, California

DEFECTIVE MATERIAL AND WORKMANSHIP (MAINTENANCE) BOND

KNOW ALL MEN BY THESE PRESENTS,
That we, _____________________________________________________________________ __________________________________________________________________, as PRINCIPAL and__________________________________________________________________________ ___________________________________________________________________, as SURETY, are held and firmly bound unto the City of Ukiah as Obligee, in the penal sum of ___________________________________________________________________________________ _________________________________________________________($____________________), (5 PERCENT OF THE FINAL CONTRACT AMOUNT)
to which payment well and truly to be made, we do bind ourselves, our and each of our heirs, executors, administrators successors and assigns jointly and severally, firmly by these presents.

WHEREAS, the said Principal entered into a Contract with the City of Ukiah dated_________________________
for _________________________________________________________________________________ ____________________________________________________________________________________ WHEREAS, said Contract has been completed, and was approved on the ______ day of ___________, _________,
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal shall guarantee that the work will be free of any defective materials or workmanship which become apparent during the period of one (1) year following completion of the Contract, then this obligation shall be void, otherwise to remain in full force and effect, provided however, any additional warranty or guarantee whether expressed or implied is extended by the Principal or Manufacturer only, and the surety assumes no liability for such a guarantee.

Signed, sealed, and dated this __________ day of ____________, 20_____. __________________________________________________(Seal) BY:_______________________________________________(Seal) __________________________________________________(Seal) Principal
__________________________________________________(Seal) BY:_______________________________________________(Seal) __________________________________________________(Seal) Surety

W.O. GRID SCALE DWG. No. SHEET of- 8 & 12 1 3 APPROVED BY: TITLE: AS BUILT - AS SHOWN DATE DRAWN CHECKED ELECTRIC UTILITY DEPARTMENT DESIGNED 04/22/23 AMS AMS NOT TO SCALE. THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES 1) CONFORM TO THESE SPECIFICATIONS AND REQUIREMENTS OF THE CITY ENGINEER. 2) COMPACTION: CONFORM TO SECTION 19-5, "COMPACTION" OF CALTRANS STANDARD SPECIFICATIONS, THESE PLANS, AND REQUIREMENTS OF THE CITY ENGINEER. CONTRACTOR TO PROVIDE INDEPENDENT MATERIALS AND COMPACTION TESTING. 3) AGGREGATE SUBBASE: CLASS 3. CONFORM TO SECTION 25, "AGGREGATE SUBBASES", OF CALTRANS STANDARD SPECIFICATIONS. SUBJECT TO CITY ENGINEER'S INSPECTION AND APPROVAL, REUSE EXITING SURFACING AND AGGREGATE BASE. CRUSH A.C. PAVEMENT FOR REUSE AS REQUIRED. IF EXISTING MATERIAL IS INSUFFICIENT IN QUALITY OR QUANTITY USE CLASS 2 AGGREGATE SUBBASE. 4) AGGREGATE BASE: CLASS 2, CONFORM TO SECTION 26, "AGGREGATE BASES", OF CALTRANS STANDARD SPECIFICATIONS. 5) ASPHALT CONCRETE: TYPE B. CONFORM TO SECTION 39, "ASPHALT CONCRETE", OF CALTRANS STANDARD SPECIFICATIONS. 6) FOG SEAL COAT: CONFORM TO SECTION 37, "BITUMINOUS SEALS", OF CALTRANS STANDARD SPECIFICATIONS. 7) CONCRETE: CLASS B. CONFORM TO SECTION 90, "PORTLAND CEMENT CONCRETE", OF CALTRANS STANDARD SPECIFICATIONS. 8) TRAFFIC STRIPES: CONFORM TO SECTION 84, "TRAFFIC STRIPES AND PAVEMENT MARKINGS", OF CALTRANS STANDARD SPECIFICATIONS. 9) ANY SIDEWALK REMOVAL AND REPLACEMENT SHALL BE DONE TO SCORE LINES. 10) TRENCH WIDTH TO BE 24" IN THE STREET AND 12" FOR RESIDENTIAL SERVICE UNLESS OTHERWISE SPECIFIED. DEPTH TO VARY DEPENDING ON CONDUIT SIZE AND CLEARANCE. 11) TWELVE INCHES OF SEPARATION MUST BE KEPT BETWEEN ELECTRIC AND ALL OTHER UTILITIES.

TRENCH DETAILS IN ROADWAY NOT IN ROADWAY CURB & SIDEWALK SECTION A. CONTRACTOR TO FURNISH AND/OR INSTALL: 1. All trenching, backfill and compaction per City Specifications. Construction work shall be done according to applicable rules and regulations. 2. Clean sand shall be used to backfill to a minimum of 3 in. above conduit(s) when a single layer of conduit is placed. Slurry cement per Caltrans Specification 19.3.02E shall be used when more than one conduit layer is present or conduits are placed in spacers. 3. All conduit, see Conduit Table A. Including all stubs for future.

4. Remove and replace existing asphalt concrete and sidewalk as required to install conduits and related equipment.

5. Prove and install pull line (Mule Tape - 2500 lbs., 3 4" polyester) in all conduit.6. Exact grade and location for all equipment:
a. Padmount transformer box pad (installation only) Specification 922 5402 & 317 2425 (4) b. Primary Pedestal enclosure box pad (installation only) Specification # 922 5405 & 317 2431 c. Grounding per Electrical Construction Standard 314 1007 at each primary vault, primary junction box and grounding per Electrical Construction Standard 314 1008 at each transformer pad, primary pedestal enclosure, primary riser and each location otherwise noted on plans. d. Secondary electric boxes (installation only)e. Bumper posts per City of Ukiah Specification 326 1503. f. Retaining wall per City of Ukiah Specification 311 3025 B. CITY OF UKIAH TO SUPPLY THE FOLLOWING MATERIALS AND SERVICES: 8. Conductor, terminations, equipment and labor necessary to convert the existing overhead system to an underground system.

9. Answer questions regarding the drawing, specifications and locations of all electrical substructures.

10. Inspection of all electrical substructures prior to backfill.11. Padmount transformer box pad(s) (material only).12. Primary pedestal enclosure box pad(s) (material only).13. Secondary services boxes (material only). CONSTRUCTION NOTES: a. Electrical substructures including conduit and grounding shall be inspected by the UEUD for proper installation prior to backfill of any excavation. You may call the UEUD at (707) 467-5775 to schedule inspection. The Contractor shall notify the UEUD 48 hours in advance of any inspection to be performed outside the normal workday (Monday through Thursday) b. Contractor to be responsible for condition of all substructures (for example, trench settlement, damaged substructures, etc.) until one year after the date of completion of project. c. Contractor shall do no excavating until all utility agencies have been given the opportunity to mark their facilities in the field. d. Contractor shall pothole all underground utilities locations to determine exact depth prior to trenching. e. All landscape shall be returned to its original condition, or better; including repairs of all water lines that were removed due to construction. f. All road closures must be approved by the City of Ukiah 72 hours in advance. g. Existing utilities are shown in approximate locations based on available records. Service laterals are not indicated. However it is the Contractor's responsibility to determine actual vertical and horizontal alignments of any and all utilities in the vicinity of the work area prior to any work being performed and shall adjust the depth of the new utilities to clear as directed by the Engineer. The City of Ukiah and the Engineer assume no responsibility for underground obstructions that may be encountered. h. Any damages to City or other utilities caused by project operations shall be the contractor's responsibility. Contractor must repair all disturbed or damaged conduit regardless if the conduit appears abandoned. i. Caution shall be exercised when digging within the dripline of any tree. Roots larger than 2 inches shall not be cut without permission from the Engineer. In the event that a tree root larger than 2 inches needs to be removed, the root pruning shall be performed by a City approved licensed arborist only. Contact the City Public Works Department for a list of approved arborists. j. Contractor shall protect and preserve City survey monuments. If not possible contractor shall coordinate 10 days in advance with City of Ukiah for referencing of existing monuments prior to work in the area. If monument(s) are disturbed contractor shall reconstruct per City Standards. k. Contractor shall notify all customers within the construction zone of proposed work schedule at the start of project. l. Contractor shall notify all customers 48 hours in advance of any construction or disruption of traffic flow impacting the property and any driveway closures.
m. Contractor shall remove and replace sidewalk and concrete planter strips to the nearest transverse score mark on both sides as required by the Engineer for conduit installations.
n. All trenches shall be backfilled and compacted per City Specifications. o. Trench depth and location may have to be adjusted in the field to avoid existing facilities. p. All conduit shall be proved with the appropriate size mandrel to match conduit size and must be acceptable to the UEUD.

Conduit shall be free of dirt, rocks or other obstructions which could prevent, hinder or harm the installation of electric cable. q. Mule Tape shall be installed in all conduits (electric, phone & cable). The open end of all conduits must be protected in a manner that prohibits dirt or debris from entering.
r. Maximum deflection of a 20' section of conduit shall be 5” unless pre-made bends are used. s. Standard interlocking conduit spacers that provide a separation of 2" (min) between conduit shall be used, where specified.

Spacers shall be spaced 5' apart (max.) or where conduit transitions are made. Provisions must be made ahead of time to keep conduit from floating during slurry pour.
t. The ends of all stub conduits shall be securely capped. All trenching of electrical conduit shall have tracer tape installed above electrical conduit. u. The City of Ukiah Electric Utility Department will assist the contractor with the installation of all conduit into any energized equipment (vaults, pads or boxes). Customer service outage time should be held to a minimum and shall not exceed one working day. All outages shall be coordinated with the City of Ukiah Electric Department. CONSTRUCTION RESPONSIBILITIES CONDUIT TABLE A Size Electric Cable TV Phone Conduit in Trench1
Minimum
Radius 90°
Elbows 1" 18" 18" - 2" 24" 24" 60" 3" 36" 24" - 4" 36" - 60" 6" 48" - - Conduit Type All PVC 402 PVC 40 PVC 40 Fittings Type All TC-3 Long Line Couplings Standards All NEMA TC-2 UL 651 UL 514B Color All Gray White Gray or White Marking All "CATV" Every 5'
Streetlight
Boring
Conduit3Conduit Type 1" HDPE Smoothwall Sch 40 N/A N/A Standards All NEMA TC 7 ANSI D1248 N/A N/A Color All Gray N/A N/A

1. Conduits shall be joined using a medium body, clear, electrical conduit PVC solvent cement approved by the UEUD.

2. Risers locations to be schedule 80 elbows and conduit. Conduit shall be stubbed 6" above ground level and mounted per spec 311 2007.

3. Conduit shall be installed by horizontal directional drilling (boring). Conduit shall be equipped with SILICORE® inner lining or approved equivalent system for ease of installing conductor. Conduit shall be continuous - couplings or joints are not permitted except couplings may be used immediately adjacent to streetlight foundations, junction boxes and /or power sources for connection of a schedule 40 elbow to the HDPE conduit. Couplings shall be of the compression type. THE PLACEMENT OF BOXES/VAULTS AND CONDUITS AS SHOWN ON PLANS ARE FOR RECOMMENDED INSTALL ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CORRECT LOCATION AND DEPTH WITH APPROPRIATE AGENCIES. NEITHER UTILITY DESIGN SERVICES LLC NOR THE DESIGNER ASSUME ANY RESPONSIBILITY FOR FINAL INSTALLATION. City of Ukiah STANDLEY & HIGHLAND NTS VARIES ELECTR ICU T I L I T YCITY OF UKIAHFOUNDED 1 87 6 18 0 MENDOCINOC O U N T Y STANDLEY ST - UG PROJECT STANDLEY - HIGHLAND AVE STANDLEY - HIGHLAND AVE STANDLEY ST - UG PROJECT No. REVISIONS DATE DSG. BY BY CKD APPD ATTACHMENT 2

2 STR TX
4/0 AL TX
2 STR TX
2 STR TX
8-N20
(E)
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4'' 1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
12STNDW01
08STNDW20
08STNDW21
08STNDW22
08STNDW23

W STANDLEY ST
PED
8-N22
8-N21
AC
25 1-P4''
1-P4''
#
40A
AC
A C
1-4" SEC RISER

INSTALL PAD XFMR
10' EAST OF POLE
600 AC
25 CP

W STANDLEY ST
INSTALL PED 50'

WEST OF POLE
1-4" PRI TO TIE

TO EXISTING

UG PRIMARY
AC

TRIPEX TO POLE
08STNDW19

TO POLE
12STNDW02
No Sidewalk
No Sidewalk
No Sidewalk
No Sidewalk

NEED RETAINING
WALL
NEED

RETAINING
WALL
No Sidewalk
2 - 4 STR CU
(E) UG PRI
(E) UG PRI

KEYSTONE RETAINING WALL
BASE OF UPHILL SCALE: 1/2" = 1'-0"

XFMR/PED BOX PAD
TOP VIEW SCALE: NTS

KEYSTONE RETAINING WALL
TOP OF DOWNHILL SCALE: 1/2" = 1'-0"
W.O.

GRID
SCALE
DWG. No.

SHEET of
-
8 & 12
2 3
APPROVED BY: TITLE:

AS BUILT
- AS SHOWN

DATE DESIGNED DRAWN CHECKED
04/22/23 AMS AMS
NOT TO SCALE.

THEN DRAWING IS
NOT MEASURE 1"

IF THIS BAR DOES
No. REVISIONS DATE DSG. BY BY CKD APPD
MATCH LINE F - F SHEET 3 OF 3

ELECTRIC UTILITY DEPARTMENT
City of Ukiah

ELECTR IC

U T I L I T Y

CITY OF UKIAH
FOUNDED 1 87 6
18 0 MENDOCINO

C O U N T Y
SCALE 1" = 20'

STANDLEY ST - UG PROJECT
PAD XFMR 8-N21
INSTALL 25 KVA 120/240V, SINGLE PHASE TRANSFORMER.

INSTALL 1-4" SECONDARY CONDUIT TO RISER POLE 08STNDW22.

INSTALL 1-4" PRIMARY CONDUIT TO PED 8-N22.

PED 8-N22
INSTALL 3-PHASE PED.

INSTALL 1-4" PRIMARY CONDUIT TO INTERCEPT EXISTING UNDERGROUND PRIMARY (CONNECT TO CONDUIT SECTION GOING TO EXISTING PPB 8-N20).

INSTALL 1-4" PRIMARY CONDUIT TO PAD XFMR 12-N1 (SHEET 3 OF 3).

INSTALL 1-4" PRIMARY CONDUIT TO PAD XFMR 12-N2 (SHEET 3 OF 3).

RISER LOCATION
POLE 08STNDW22 NTS
XFMR ÄN
PED ÄN
XFMR ÄN
Ä8LT
ÄN
08STNDW26
XFMR
ÄN
08STNDW23

STANDLEY ST

STANDLEY ST

STANDLEY ST

STANDLEY ST HIGHLAND AVE

PERKINS ST

STANDLEY CT
Ä PTK
Ä PTK
Ä PTK
Ä PTK
Ä PTK
Ä PTK Ä PTK Ä PTK PPB ÄN XFMR ÄN
12HLNDN01
Ä PTK

PRIMARY CONDUIT DIAGRAM
NTS
Ä PTK VQ VKG VQ

GZKUVKPI UG PTK
XFMR ÄN
Ä PTK VQ VKG VQ

GZKUVKPI UG PTK
PPB
E
ÄN

SECONDARY CONDUIT DIAGRAM
NTS

STANDLEY ST

STANDLEY ST

STANDLEY ST

STANDLEY ST HIGHLAND AVE

PERKINS ST

STANDLEY CT
ÄN
08STNDW22
1-4" Sec
12STNDW04
ÄN
1-4" Sec
ÄN
12STNDW021-4" Sec
08STNDW25
ÄN
12STNDW07 1-4" Sec 12STNDW05
1-4" Sec
ÄN

IPUVCNN PGY
O* UGEQPFCT[

EACH TRENCH LOCATION WILL

BE DETERMINED AFTER ALL

UNDERGROUND UTILITIES HAVE

BEEN MARKED AND LOCATED

STANDLEY - HIGHLAND AVE

4/0 AL TX
C A
A C
2 - 4 ACSR 1Ø TAP
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4''
1-P4''
A C
12-N5

PERKINS ST
08STNDW25
AC
15 12STNDW03
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
Dwy
Dwy
Dwy
08STNDW23
12STNDW02
08STNDW24
#
40A
12-N1
AC
75 1-4" PRI TO TIE

TO EXISTING

UG PRIMARY
AC
No Sidewalk
No Sidewalk
12STNDW05
12STNDW04
12STNDW06
12STNDW07
08STNDW26
12HLNDN01
AC 1952
15 CP
894 AC
75 CP
2314 CA
25 N HIGHLAND AVE

W STANDLEY ST

W STANDLEY ST

W STANDLEY CT
1-4" SEC
RISER
AC
50 12-N2

NEED RETAINING
WALL

INSTALL PAD XFMR
10' WEST OF POLE
1-4" SEC
RISER
OH SVC
TO 1134

INSTALL OH SEC TO
POLE 08STNDW25
12-N3
1-P4''

INSTALL PAD
XFMR 10' EAST

OF POLE

NEED RETAINING WALL
1-4" SEC RISER
A C
12-N4
AC
25 Dwy
Sidewalk
Sidewalk
Sidewalk
C BA
#
30A

REMOVE ALL

OH PRIMARY
1-P4'' 1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-4" SEC RISER
INSTALL 504

VAULT IN

SIDEWALK
504 VLT 1-P4'' 1-P4''
12-N6
(E) 1-P4'' 1-P4'' 1-P4''
NEW 3-PHASE

PRI RISER
12-01
T1405 CA
25 Sidewalk Sidewalk
Sidewalk
No Sidewalk
No Sidewalk
No Sidewalk
No Sidewalk
No Sidewalk
C A
2 - 4 STR CU
3 - 4 ACSR
2 - 6 SOL
2 - 4 STR CU
2 - 4 STR CU
2 - 4 STR CU
AC 1789
50 CP
W.O.

GRID
SCALE
DWG. No.

SHEET of
-
8 & 12
3 3
APPROVED BY: TITLE:

AS BUILT
- AS SHOWN

DATE DESIGNED DRAWN CHECKED
04/22/23 AMS AMS
NOT TO SCALE.

THEN DRAWING IS
NOT MEASURE 1"

IF THIS BAR DOES
No. REVISIONS DATE DSG. BY BY CKD APPD
MATCH LINE F - F SHEET 2 OF 3

ELECTRIC UTILITY DEPARTMENT
City of Ukiah

ELECTR I C

U T I L I T Y

CITY OF UKIAH
FOUNDED 1 87 6
18 0 MENDOCINO

C O U N T Y
SCALE 1" = 20'

STANDLEY ST - UG PROJECT
PAD XFMR 12-N1
INSTALL 75 KVA 120/240V, SINGLE PHASE TRANSFORMER.

INSTALL 1-4" SECONDARY CONDUIT TO RISER POLE 12STNDW02.

PAD XFMR 12-N2
INSTALL 50 KVA 120/240V, SINGLE PHASE TRANSFORMER.

INSTALL 1-4" SECONDARY CONDUIT TO RISER POLE 12STNDW04.

INSTALL 1-4" PRIMARY CONDUIT TO PAD XFMR 12-N3.

PAD XFMR 12-N3
INSTALL 15 KVA 120/240V, SINGLE PHASE TRANSFORMER.

INSTALL 1-4" SECONDARY CONDUIT TO RISER POLE 12STNDW05.

INSTALL 1-4" PRIMARY CONDUIT TO PAD XFMR 12-N4.

PAD XFMR 12-N4
INSTALL 25 KVA 120/240V, SINGLE PHASE TRANSFORMER.

INSTALL 1-4" SECONDARY CONDUIT TO RISER POLE 12STNDW07.

INSTALL 1-4" PRIMARY CONDUIT TO VAULT 12-N5.

VAULT 12-N5
INSTALL 504 VAULT IN SIDEWALK.

INSTALL 1-4" SECONDARY CONDUIT TO RISER POLE 08STNDW26.

INSTALL 1-4" PRIMARY CONDUIT TO EXISTING PPB 12-N6.

RISER LOCATION
POLE 12STNDW02 NTS

RISER LOCATION
POLE 12STNDW04 NTS

RISER LOCATION
POLE 12STNDW05 NTS

RISER LOCATION
POLE 12STNDW07 NTS

RISER LOCATION
POLE 08STNDW26 NTS

EACH TRENCH LOCATION WILL

BE DETERMINED AFTER ALL

UNDERGROUND UTILITIES HAVE

BEEN MARKED AND LOCATED

STANDLEY - HIGHLAND AVE

W.O. GRID SCALE DWG. No. SHEET of- 8 & 9 1 4 APPROVED BY: TITLE: AS BUILT - AS SHOWN DATE DRAWN CHECKED ELECTRIC UTILITY DEPARTMENT DESIGNED 04/22/23 AMS AMS NOT TO SCALE. THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES 1) CONFORM TO THESE SPECIFICATIONS AND REQUIREMENTS OF THE CITY ENGINEER. 2) COMPACTION: CONFORM TO SECTION 19-5, "COMPACTION" OF CALTRANS STANDARD SPECIFICATIONS, THESE PLANS, AND REQUIREMENTS OF THE CITY ENGINEER. CONTRACTOR TO PROVIDE INDEPENDENT MATERIALS AND COMPACTION TESTING. 3) AGGREGATE SUBBASE: CLASS 3. CONFORM TO SECTION 25, "AGGREGATE SUBBASES", OF CALTRANS STANDARD SPECIFICATIONS. SUBJECT TO CITY ENGINEER'S INSPECTION AND APPROVAL, REUSE EXITING SURFACING AND AGGREGATE BASE. CRUSH A.C. PAVEMENT FOR REUSE AS REQUIRED. IF EXISTING MATERIAL IS INSUFFICIENT IN QUALITY OR QUANTITY USE CLASS 2 AGGREGATE SUBBASE. 4) AGGREGATE BASE: CLASS 2, CONFORM TO SECTION 26, "AGGREGATE BASES", OF CALTRANS STANDARD SPECIFICATIONS. 5) ASPHALT CONCRETE: TYPE B. CONFORM TO SECTION 39, "ASPHALT CONCRETE", OF CALTRANS STANDARD SPECIFICATIONS. 6) FOG SEAL COAT: CONFORM TO SECTION 37, "BITUMINOUS SEALS", OF CALTRANS STANDARD SPECIFICATIONS. 7) CONCRETE: CLASS B. CONFORM TO SECTION 90, "PORTLAND CEMENT CONCRETE", OF CALTRANS STANDARD SPECIFICATIONS. 8) TRAFFIC STRIPES: CONFORM TO SECTION 84, "TRAFFIC STRIPES AND PAVEMENT MARKINGS", OF CALTRANS STANDARD SPECIFICATIONS. 9) ANY SIDEWALK REMOVAL AND REPLACEMENT SHALL BE DONE TO SCORE LINES. 10) TRENCH WIDTH TO BE 24" IN THE STREET AND 12" FOR RESIDENTIAL SERVICE UNLESS OTHERWISE SPECIFIED. DEPTH TO VARY DEPENDING ON CONDUIT SIZE AND CLEARANCE. 11) TWELVE INCHES OF SEPARATION MUST BE KEPT BETWEEN ELECTRIC AND ALL OTHER UTILITIES.

TRENCH DETAILS IN ROADWAY NOT IN ROADWAY CURB & SIDEWALK SECTION A. CONTRACTOR TO FURNISH AND/OR INSTALL: 1. All trenching, backfill and compaction per City Specifications. Construction work shall be done according to applicable rules and regulations. 2. Clean sand shall be used to backfill to a minimum of 3 in. above conduit(s) when a single layer of conduit is placed. Slurry cement per Caltrans Specification 19.3.02E shall be used when more than one conduit layer is present or conduits are placed in spacers. 3. All conduit, see Conduit Table A. Including all stubs for future. 4. Remove and replace existing asphalt concrete and sidewalk as required to install conduits and related equipment. 5. Prove and install pull line (Mule Tape - 2500 lbs., 3 4" polyester) in all conduit. 6. Exact grade and location for all equipment: a. Padmount transformer box pad (installation only) Specification 922 5402 & 317 2425 (4) b. Primary Pedestal enclosure box pad (installation only) Specification # 922 5405 & 317 2431 c. Grounding per Electrical Construction Standard 314 1007 at each primary vault, primary junction box and grounding per Electrical Construction Standard 314 1008 at each transformer pad, primary pedestal enclosure, primary riser and each location otherwise noted on plans. d. Secondary electric boxes (installation only) e. Bumper posts per City of Ukiah Specification 326 1503. f. Retaining wall per City of Ukiah Specification 311 3025 B. CITY OF UKIAH TO SUPPLY THE FOLLOWING MATERIALS AND SERVICES: 8. Conductor, terminations, equipment and labor necessary to convert the existing overhead system to an underground system. 9. Answer questions regarding the drawing, specifications and locations of all electrical substructures. 10. Inspection of all electrical substructures prior to backfill. 11. Padmount transformer box pad(s) (material only). 12. Primary pedestal enclosure box pad(s) (material only). 13. Secondary services boxes (material only). CONSTRUCTION NOTES: a. Electrical substructures including conduit and grounding shall be inspected by the UEUD for proper installation prior to backfill of any excavation. You may call the UEUD at (707) 467-5775 to schedule inspection. The Contractor shall notify the UEUD 48 hours in advance of any inspection to be performed outside the normal workday (Monday through Thursday) b. Contractor to be responsible for condition of all substructures (for example, trench settlement, damaged substructures, etc.) until one year after the date of completion of project. c. Contractor shall do no excavating until all utility agencies have been given the opportunity to mark their facilities in the field. d. Contractor shall pothole all underground utilities locations to determine exact depth prior to trenching. e. All landscape shall be returned to its original condition, or better; including repairs of all water lines that were removed due to construction. f. All road closures must be approved by the City of Ukiah 72 hours in advance. g. Existing utilities are shown in approximate locations based on available records. Service laterals are not indicated. However it is the Contractor's responsibility to determine actual vertical and horizontal alignments of any and all utilities in the vicinity of the work area prior to any work being performed and shall adjust the depth of the new utilities to clear as directed by the Engineer. The City of Ukiah and the Engineer assume no responsibility for underground obstructions that may be encountered. h. Any damages to City or other utilities caused by project operations shall be the contractor's responsibility. Contractor must repair all disturbed or damaged conduit regardless if the conduit appears abandoned. i. Caution shall be exercised when digging within the dripline of any tree. Roots larger than 2 inches shall not be cut without permission from the Engineer. In the event that a tree root larger than 2 inches needs to be removed, the root pruning shall be performed by a City approved licensed arborist only. Contact the City Public Works Department for a list of approved arborists. j. Contractor shall protect and preserve City survey monuments. If not possible contractor shall coordinate 10 days in advance with City of Ukiah for referencing of existing monuments prior to work in the area. If monument(s) are disturbed contractor shall reconstruct per City Standards. k. Contractor shall notify all customers within the construction zone of proposed work schedule at the start of project. l. Contractor shall notify all customers 48 hours in advance of any construction or disruption of traffic flow impacting the property and any driveway closures. m. Contractor shall remove and replace sidewalk and concrete planter strips to the nearest transverse score mark on both sides as required by the Engineer for conduit installations. n. All trenches shall be backfilled and compacted per City Specifications. o. Trench depth and location may have to be adjusted in the field to avoid existing facilities. p. All conduit shall be proved with the appropriate size mandrel to match conduit size and must be acceptable to the UEUD.

Conduit shall be free of dirt, rocks or other obstructions which could prevent, hinder or harm the installation of electric cable. q. Mule Tape shall be installed in all conduits (electric, phone & cable). The open end of all conduits must be protected in a manner that prohibits dirt or debris from entering. r. Maximum deflection of a 20' section of conduit shall be 5” unless pre-made bends are used. s. Standard interlocking conduit spacers that provide a separation of 2" (min) between conduit shall be used, where specified.

Spacers shall be spaced 5' apart (max.) or where conduit transitions are made. Provisions must be made ahead of time to keep conduit from floating during slurry pour. t. The ends of all stub conduits shall be securely capped. All trenching of electrical conduit shall have tracer tape installed above electrical conduit. u. The City of Ukiah Electric Utility Department will assist the contractor with the installation of all conduit into any energized equipment (vaults, pads or boxes). Customer service outage time should be held to a minimum and shall not exceed one working day. All outages shall be coordinated with the City of Ukiah Electric Department. CONSTRUCTION RESPONSIBILITIES CONDUIT TABLE A Size Electric Cable TV Phone Conduit in Trench1
Minimum
Radius 90°
Elbows 1" 18" 18" - 2" 24" 24" 60" 3" 36" 24" - 4" 36" - 60" 6" 48" - - Conduit Type All PVC 402 PVC 40 PVC 40 Fittings Type All TC-3 Long Line Couplings Standards All NEMA TC-2 UL 651 UL 514B Color All Gray White Gray or White Marking All "CATV" Every 5'
Streetlight
Boring
Conduit3Conduit Type 1" HDPE Smoothwall Sch 40 N/A N/A Standards All NEMA TC 7 ANSI D1248 N/A N/A Color All Gray N/A N/A

1. Conduits shall be joined using a medium body, clear, electrical conduit PVC solvent cement approved by the UEUD.

2. Risers locations to be schedule 80 elbows and conduit. Conduit shall be stubbed 6" above ground level and mounted per spec 311 2007.

3. Conduit shall be installed by horizontal directional drilling (boring). Conduit shall be equipped with SILICORE® inner lining or approved equivalent system for ease of installing conductor. Conduit shall be continuous - couplings or joints are not permitted except couplings may be used immediately adjacent to streetlight foundations, junction boxes and /or power sources for connection of a schedule 40 elbow to the HDPE conduit. Couplings shall be of the compression type. THE PLACEMENT OF BOXES/VAULTS AND CONDUITS AS SHOWN ON PLANS ARE FOR RECOMMENDED INSTALL ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CORRECT LOCATION AND DEPTH WITH APPROPRIATE AGENCIES. NEITHER UTILITY DESIGN SERVICES LLC NOR THE DESIGNER ASSUME ANY RESPONSIBILITY FOR FINAL INSTALLATION. City of Ukiah PARK & BARNES NTS VARIES ELECTR ICU T I L I T YCITY OF UKIAHFOUNDED 1 87 6 18 0 MENDOCINOC O U N T Y PARK BLVD - UG PROJECT PARK BLVD - CLUBHOUSE TO TODD BARNES ST - TODD TO STANDLEY PARK BLVD - UG PROJECT PARK BLVD - CLUBHOUSE TO TODD BARNES ST - TODD TO STANDLEY No. REVISIONS DATE DSG. BY BY CKD APPD

2054 AC
50 2234 CA
50 CA T2129 50
14M
1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4''
08PRKBL04
08PRKBL05 08PRKBL06
08PRKBL07
08PRKBL08
08ANTON01
08ANTON02
8-N2
CA
50 8-04

PARK BLVD

PARK BLVD

CLUBHOUSE DR
8-N3 PED
PED
CB A
#
15A
#
30A

ABC CB A
3 - 4 STR CU
8-N1
(E)
C A
1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4''
8-N4
1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-4" PRI TO TIE

TO EXISTING

UG PRIMARY EXISTING CURB
(E) UG PRI TO PAD XFMR 8-04
1-4" SEC
RISER
ABC
1-4" SEC
RISER
8-N5
CA
50 1-P4''
1-P4''
1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 4" PVC 1- NO. 2
No Sidewalk No Sidewalk
Sidewalk
No Sidewalk No Sidewalk
No Sidewalk
No Sidewalk
No Sidewalk
Sidewalk
CA 1204

37.5 CP
1-P4'' 1-P4'' 1-P4''
1-P4'' 1-P4'' 1-P4''
08PRKBL09 08PRKBL10
08PRKBL11
08PRKBL12
08PRKBL13
08PRKPL05
CA

37.5 WALNUT AVE

PARK PL

PARK BLVD

PARK BLVD
8-N8
PED
No Sidewalk Sidewalk No Sidewalk
No Sidewalk
Sidewalk CB A
1Ø TAP
#
30A C BA
3 - 4 STR CU
2 STR CU
1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4''
1-4" PRI
RISER
AB
3 - 4 STR CU #
60A
1-S4'' 1-S4''
1-4" SEC RISER
1-4" SEC
RISER
1-S4''
1-4" SEC
RISER
1-P4''
1-P4''
1-P4'' 1-P4''
8-N9
CA
50 1-P4''
1-P4'' 1-P4'' 1-P4''
1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-S4''
1-S4'' 1-S4'' 1-S4''
8-N7
Sidewalk
Sidewalk Sidewalk
Sidewalk Sidewalk
No Sidewalk No Sidewalk No Sidewalk No Sidewalk
2241 CA
75 08ANTON03

INSTALL
PPB
(E) PRI RISER
#
30A
3Ø C.O. UG DIP
30A QA FUSES
ABC
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
(E) UG PRI TO PED 550

AT ANTON STADIUM
8-N6
ABC
W.O.

GRID
SCALE
DWG. No.

SHEET of
-
8 & 9
2 4
APPROVED BY: TITLE:

AS BUILT
- AS SHOWN

DATE DESIGNED DRAWN CHECKED
04/22/23 AMS AMS
NOT TO SCALE.

THEN DRAWING IS
NOT MEASURE 1"
SCALE 1" = 20'
IF THIS BAR DOES MATCH LINE B - B MATCH LINE B - B MATCH LINE C - C SHT 3 OF 4

MATCH LINE A - A

MATCH LINE A - A
No. REVISIONS DATE DSG. BY BY CKD APPD

RISER LOCATION
POLE 08PRKBL05 NTS

RISER LOCATION
POLE 08PRKBL10 NTS RISER LOCATION
POLE 08PRKBL12 NTS

RISER LOCATION
POLE 08PRKBL13 NTS

RISER LOCATION
POLE 08ANTON02 NTS
PPB 8-N1 (E)
INSTALL 1-4" PRIMARY CONDUIT TO PED 8-N3.

PAD XFMR 8-N2
INSTALL 50 KVA 120/240V, SINGLE PHASE TRANSFORMER.

INSTALL 1-4" SECONDARY CONDUIT TO RISER POLE 08PRKBL05.

INSTALL 1-4" PRIMARY CONDUIT TO PED 8-N3.

PED 8-N3
INSTALL 3-PHASE PED.

INSTALL 1-4" PRIMARY CONDUIT TO TIE TO EXISTING UG PRIMARY BY RISER POLE 08PRKBL06.

INSTALL 1-4" PRIMARY CONDUIT TO PED 8-N4.

PED 8-N4
INSTALL 3-PHASE PED.

INSTALL 1-4" PRIMARY CONDUIT TO PAD XFMR 8-N5.

INSTALL 1-4" PRIMARY CONDUIT TO PAD XFMR 8-N7.

PAD XFMR 8-N5
INSTALL 50 KVA 120/240V, SINGLE PHASE TRANSFORMER.

INSTALL 1-4" SECONDARY CONDUIT TO POLE 08ANTON02.

INSTALL 1-4" PRIMARY CONDUIT TO PPB 8-N6.

PPB 8-N6
INSTALL PPB.

INTERCEPT AT BASE OF POLE 08ANTON03 EXISTING UNDERGROUND PRIMARY AND EXTEND IT TO NEW PPB.

PAD XFMR 8-N7
INSTALL 37.5 KVA 120/240V, SINGLE PHASE TRANSFORMER.

INSTALL 1-4" SECONDARY CONDUIT TO RISER POLE 08PRKBL10.

INSTALL 1-4" PRIMARY CONDUIT TO PED 8-N8.

PED 8-N8
INSTALL 3-PHASE PED.

INSTALL 1-4" PRIMARY CONDUIT TO RISER POLE 08PRKPL05.

INSTALL 1-4" PRIMARY CONDUIT TO PAD XFMR 8-N9.

PAD XFMR 8-N9
INSTALL 50 KVA 120/240V, SINGLE PHASE TRANSFORMER.

INSTALL 1-4" SECONDARY CONDUIT TO RISER POLE 08PRKBL12.

INSTALL 1-4" PRIMARY CONDUIT TO PAD XFMR 8-N10 (SHEET 3 OF 4).

POLE 08PRKBL13
INSTALL 1-4" SECONDARY CONDUIT TO PAD XFMR 8-N10 (SHEET 3 OF 4).

ELECTRIC UTILITY DEPARTMENT
City of Ukiah

ELECTR IC

U T I L I T Y

CITY OF UKIAH
FOUNDED 1 87 6
18 0 MENDOCINO

C O U N T Y

PARK BLVD - UG PROJECT

PARK BLVD - CLUBHOUSE TO TODD

BARNES ST - TODD TO STANDLEY

RISER LOCATION
POLE 08PRKPL05 NTS

EACH TRENCH LOCATION WILL

BE DETERMINED AFTER ALL

UNDERGROUND UTILITIES HAVE

BEEN MARKED AND LOCATED

1963 AB
10 CP
T985

37.5 AB
1 5A
1-P4''
1-P4''
1-P4''
1-P4''
1-P4'' 1-P4'' 1-P4''

ECHO WY
09BRNSN01
09BRNSN02
09BRNSN03
09BRNSN05
09TODDR04
8-N10 08PRKBL14
Gibson Creek
Gibson Creek
CA
25 9-09

SMITH ST

SMITH ST

PARK BLVD TODD RD

N BARNES ST

N BARNES ST

N BARNES ST ECHO WY
9-N1
PED
Sidewalk Sidewalk Sidewalk
Sidewalk
Sidewalk
Sidewalk
Sidewalk
Sidewalk
No Sidewalk
No Sidewalk
No Sidewalk
No Sidewalk
No Sidewalk CB A
2 - STR CU 1-P4'' 1-P4'' 1-P4'' 1-P4''
1-P4''
1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4''
09BRNSN-NEW
Sidewalk
Sidewalk
1-4" PRI
RISER
1-4" PRI
RISER
CB A
8-N11
PED
NEW 3-PHASE OH

PRI LINE AT CREEK
1-P4''
1-P4''
1-P4''
CB A
1Ø SLACK
B A
2 STR AL
3-2/0 AL
(E) UG SEC
OH SVC TO 301 N.

BARNES ST.
1-4" PRI
RISER
1-S4'' 1-S4'' 1-S4''
1-P4''
1-P4''
1-P4''
1-P4''

DRIVEWAY
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
AB

37.5 NEW XFMR 5

SERVICES INTERCEPT (E) PRI CONDUIT AND
1) EXTEND TO PED 9-N4 (SECTION GOING TO PAD 9-09) 2) EXTEND TO PAD 9-N3 (SECTION GOING TO RISER POLE) 9-N2
1-S4''
1-S4''
1-S4''
1-S4''
1-S4''
No Sidewalk
Sidewalk
Sidewalk
Sidewalk
No Sidewalk
(E) UG PRI
2042 CA

37.5 CA 2024
25 C BA
2/0 AL TX
14M
3 - 4 ACSR
14M 09STNDW01
09BRNSN06
09BRNSN07
09BRNSN08
09STNDW02
09STNDW03
9-N3
CA

37.5 SMITH ST

SMITH ST

W STANDLEY ST

N BARNES ST

N BARNES ST
No Sidewalk
No Sidewalk
No Sidewalk
No Sidewalk
No Sidewalk
No Sidewalk
No Sidewalk
No Sidewalk
No Sidewalk
Sidewalk
Sidewalk
No Sidewalk
2 STR AL
CB A
3-4 ACSR
C BA
OH SVC TO 301 N.

BARNES ST.

NEED

RETAINING
WALL
#
65A
Sidewalk Sidewalk
C BA

REPLACE OH

SWITCH W/ RISER
SWITCH
N.O. 66
1-4" PRI
RISER
1-4" SEC
RISER
Sidewalk
Sidewalk
Sidewalk
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4'' 1-P4''
1-P4''
9-N4
PED
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-4" PRI
RISER
NEED

RETAINING
WALL
No Sidewalk
No Sidewalk
No Sidewalk
No Sidewalk
Sidewalk
-EY56O0E 4E6#+0+0G W#..

BASE OF UPHILL SCALE: 1" = 2'-0"
:(/42E& $O: 2#&
TOP VIEW SCALE: NTS
-EY56O0E 4E6#+0+0G W#..

TOP OF DOWNHILL SCALE: 1" = 2'-0"
W.O.

GRID
SCALE
DWG. No.

SHEET of
-
8 & 9
3 4
APPROVED BY: TITLE:

AS BUILT
- AS SHOWN

DATE DESIGNED DRAWN CHECKED
04/22/23 AMS AMS
NOT TO SCALE.

THEN DRAWING IS
NOT MEASURE 1"
SCALE 1" = 20'

IF THIS BAR DOES
No. REVISIONS DATE DSG. BY BY CKD APPD MATCH LINE C - C SHT 2 OF 4

MATCH LINE D - D

MATCH LINE D - D

MATCH LINE D - D
4+5E4 .OC#6+O0
POLE 09TODDR04 NTS
4+5E4 .OC#6+O0
POLE 08PRKBL14 NTS
4+5E4 .OC#6+O0
POLE 09BRNSN-NEW NTS
4+5E4 .OC#6+O0
POLE 09STNDW01 NTS
4+5E4 .OC#6+O0
POLE 09BRNSN08 NTS
4+5E4 .OC#6+O0
POLE 09BRNSN06 NTS

ELECTRIC UTILITY DEPARTMENT
City of Ukiah

ELECTR IC

U T I L I T Y

CITY OF UKIAH
FOUNDED 1 87 6
18 0 MENDOCINO

C O U N T Y

PARK BLVD - UG PROJECT

PARK BLVD - CLUBHOUSE TO TODD

BARNES ST - TODD TO STANDLEY
4+5E4 .OC#6+O0
POLE 09BRNSN01 NTS
PAD XFMR 8-N10
INSTALL 25 KVA 120/240V, SINGLE PHASE TRANSFORMER.

INSTALL 1-4" PRIMARY CONDUIT TO PED 8-N11.

PED 8-N11
INSTALL 3-PHASE PED.

INSTALL 1-4" PRIMARY CONDUIT TO RISER POLE 08PRKBL14.

INSTALL 1-4" PRIMARY CONDUIT TO RISER POLE 09TODDR04.

POLE 08PRKBL14
INSTALL NEW 3-PHASE OH PRIMARY LINE TO NEW POLE 09BRNSN-NEW.

SIZE AND TYPE OF CONDUCTORS TBD BY UEUD.

POLE 09BRNSN-NEW
INSTALL NEW 50' CLASS 3 POLE.

INSTALL 1-4" PRIMARY CONDUIT TO PED 9-N1.

PED 9-N1
INSTALL 3-PHASE PED.

INSTALL 1-4" PRIMARY CONDUIT TO THE INTERCEPTING OF EXISTING PRIMARY CONDUIT WHICH IS CONNECTING PAD XFMR 9-09 AND RISER POLE 09BRNSN02. a) CONNECT NEW 4" PRIMARY CONDUIT TO PAD XFMR 9-09 CONDUIT SECTION. b) CONDUIT TO RISER POLE 09BRNSN02 WILL BE CHANGED TO SECONDARY.

INSTALL 1-4" PRIMARY CONDUIT TO PAD XFMR 9-N2.

INSTALL 1-4" PRIMARY CONDUIT TO PAD XFMR 9-N3.

PAD XFMR 9-N2
INSTALL 37.5 KVA 120/240V, SINGLE PHASE TRANSFORMER.

INSTALL 1-4" SECONDARY CONDUIT TO THE INTERCEPTING OF EXISTING PRIMARY CONDUIT WHICH IS CONNECTING PAD XFMR 9-09 AND RISER POLE 09BRNSN02. a) CONNECT NEW 4" SECONDARY CONDUIT TO RISER POLE CONDUIT SECTION. b) CONDUIT TO PAD XFMR 9-09 WILL BE CHANGED TO PRIMARY.

INSTALL 1-4" PRIMARY CONDUIT TO PAD XFMR 9-N3.

PAD XFMR 9-N3
INSTALL 37.5 KVA 120/240V, SINGLE PHASE TRANSFORMER.

INSTALL KEYSTONE RETAINING WALL PER PROVIDED INSTALLATION DETAILS.

INSTALL 1-4" SECONDARY CONDUIT TO RISER POLE 09BRNSN06.

INSTALL 1-4" PRIMARY CONDUIT TO PED 9-N4. PED 9-N4
INSTALL 3-PHASE PED.

INSTALL KEYSTONE RETAINING WALL PER PROVIDED INSTALLATION DETAILS.

INSTALL 1-4" PRIMARY CONDUIT TO RISER POLE 09STNDW01.

INSTALL 1-4" PRIMARY CONDUIT TO RISER POLE 09BRNSN08.

POLE 09BRNSN08
INSTALL 1-4" PRIMARY RISER.

REPLACE OVERHEAD SWITCH (NUMBER 66) WITH RISER SWITCH.

EACH TRENCH LOCATION WILL

BE DETERMINED AFTER ALL

UNDERGROUND UTILITIES HAVE

BEEN MARKED AND LOCATED

W.O. GRID SCALE DWG. No. SHEET of
- 8 & 9
4 4 APPROVED BY: TITLE: AS BUILT
- AS SHOWN DATE DESIGNED DRAWN CHECKED 04/22/23 AMS AMS NOT TO SCALE. THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES No. REVISIONS DATE DSG. BY BY CKD APPD XFMR
8-N2
XFMR
8-N5
XFMR
8-N7
XFMR
8-N9
XFMR
8-N10
XFMR
9-N3
XFMR
9-N4
PED
8-N3
PED
8-N4
PED
8-N8
PED
8-N11
PED
9-N2
9-N5
PED
PPB
8-N1 (E)
PPB
8-N6
08PRKBL06
08PRKPL05
08PRKBL14
09BRNSN-NEW
09STNDW01
09BRNSN08
09TODDR04
XFMR
9-09 (E)
09BRNSN01
09BRNSN02
08ANTON02
1-4" Sec
08PRKBL10
1-4" Sec
08PRKBL05
1-4" Sec
08PRKBL12
1-4" Sec
08PRKBL13
1-4" Sec
1-4" Sec
09BRNSN06
1-4" Sec
1-4"
8-N9
8-N2
8-N5
8-N10 9-N3
9-N4
1-4" Pri
1-4" Pri
1-4" Pri
1-4" Pri
1-4" Pri
1-4" Pri
1-4" Pri
1-4" Pri
1-4" Pri
1-4" Pri
1-4" Pri
1-4" Pri
1-4" Pri
1-4" Pri
1-4" Pri
1-4" Pri
1-4" Pri 1-4" Pri 1-4" Pri
1-4" Pri
1-4" Pri New OH Pri Line

PARK BLVD

BARNES RD

PARK BLVD

PARK PL

TODD RD

BARNES RD

BARNES RD

PARK BLVD

PARK BLVD

SMITH ST
PARK BLVD 1-4" Pri to tie to existing UG Pri

TODD RD

PARK BLVD

PARK BLVD

PARK BLVD

PARK BLVD

PARK BLVD

STANDLEY ST

BARNES ST

BARNES ST

BARNES ST

SMITH ST
BARNES ST 1-4" Pri to intercept
existing conduit 1-4" Sec to intercept
existing conduit ELECTRIC UTILITY DEPARTMENT City of Ukiah ELEC
T
R IC
U T
I
L
I
T Y
CITY
OF
UKIAH

FOUNDED
1 87 6 18 0 MENDOCINO

C O U N T Y PARK BLVD - UG PROJECT PARK BLVD - CLUBHOUSE TO TODD BARNES ST - TODD TO STANDLEY 1-4" SE%OND#R; %ONDU+6 D+#GR#M NTS PR+M#R; %ONDU+6 D+#GR#M NTS 8-N7

W.O. GRID SCALE DWG. No. SHEET of- 8 1 3 APPROVED BY: TITLE: AS BUILT - AS SHOWN DATE DRAWN CHECKED ELECTRIC UTILITY DEPARTMENT DESIGNED 04/22/23 AMS AMS NOT TO SCALE. THEN DRAWING IS NOT MEASURE 1" IF THIS BAR DOES 1) CONFORM TO THESE SPECIFICATIONS AND REQUIREMENTS OF THE CITY ENGINEER. 2) COMPACTION: CONFORM TO SECTION 19-5, "COMPACTION" OF CALTRANS STANDARD SPECIFICATIONS, THESE PLANS, AND REQUIREMENTS OF THE CITY ENGINEER. CONTRACTOR TO PROVIDE INDEPENDENT MATERIALS AND COMPACTION TESTING. 3) AGGREGATE SUBBASE: CLASS 3. CONFORM TO SECTION 25, "AGGREGATE SUBBASES", OF CALTRANS STANDARD SPECIFICATIONS. SUBJECT TO CITY ENGINEER'S INSPECTION AND APPROVAL, REUSE EXITING SURFACING AND AGGREGATE BASE. CRUSH A.C. PAVEMENT FOR REUSE AS REQUIRED. IF EXISTING MATERIAL IS INSUFFICIENT IN QUALITY OR QUANTITY USE CLASS 2 AGGREGATE SUBBASE. 4) AGGREGATE BASE: CLASS 2, CONFORM TO SECTION 26, "AGGREGATE BASES", OF CALTRANS STANDARD SPECIFICATIONS. 5) ASPHALT CONCRETE: TYPE B. CONFORM TO SECTION 39, "ASPHALT CONCRETE", OF CALTRANS STANDARD SPECIFICATIONS. 6) FOG SEAL COAT: CONFORM TO SECTION 37, "BITUMINOUS SEALS", OF CALTRANS STANDARD SPECIFICATIONS. 7) CONCRETE: CLASS B. CONFORM TO SECTION 90, "PORTLAND CEMENT CONCRETE", OF CALTRANS STANDARD SPECIFICATIONS. 8) TRAFFIC STRIPES: CONFORM TO SECTION 84, "TRAFFIC STRIPES AND PAVEMENT MARKINGS", OF CALTRANS STANDARD SPECIFICATIONS. 9) ANY SIDEWALK REMOVAL AND REPLACEMENT SHALL BE DONE TO SCORE LINES. 10) TRENCH WIDTH TO BE 24" IN THE STREET AND 12" FOR RESIDENTIAL SERVICE UNLESS OTHERWISE SPECIFIED. DEPTH TO VARY DEPENDING ON CONDUIT SIZE AND CLEARANCE. 11) TWELVE INCHES OF SEPARATION MUST BE KEPT BETWEEN ELECTRIC AND ALL OTHER UTILITIES.

TRENCH DETAILS IN ROADWAY NOT IN ROADWAY CURB & SIDEWALK SECTION A. CONTRACTOR TO FURNISH AND/OR INSTALL: 1. All trenching, backfill and compaction per City Specifications. Construction work shall be done according to applicable rules and regulations. 2. Clean sand shall be used to backfill to a minimum of 3 in. above conduit(s) when a single layer of conduit is placed. Slurry cement per Caltrans Specification 19.3.02E shall be used when more than one conduit layer is present or conduits are placed in spacers. 3. All conduit, see Conduit Table A. Including all stubs for future. 4. Remove and replace existing asphalt concrete and sidewalk as required to install conduits and related equipment. 5. Prove and install pull line (Mule Tape - 2500 lbs., 3 4" polyester) in all conduit. 6. Exact grade and location for all equipment: a. Padmount transformer box pad (installation only) Specification 922 5402 & 317 2425 (4) b. Primary Pedestal enclosure box pad (installation only) Specification # 922 5405 & 317 2431 c. Grounding per Electrical Construction Standard 314 1007 at each primary vault, primary junction box and grounding per Electrical Construction Standard 314 1008 at each transformer pad, primary pedestal enclosure, primary riser and each location otherwise noted on plans. d. Secondary electric boxes (installation only) e. Bumper posts per City of Ukiah Specification 326 1503. f. Retaining wall per City of Ukiah Specification 311 3025 B. CITY OF UKIAH TO SUPPLY THE FOLLOWING MATERIALS AND SERVICES: 8. Conductor, terminations, equipment and labor necessary to convert the existing overhead system to an underground system. 9. Answer questions regarding the drawing, specifications and locations of all electrical substructures. 10. Inspection of all electrical substructures prior to backfill. 11. Padmount transformer box pad(s) (material only). 12. Primary pedestal enclosure box pad(s) (material only). 13. Secondary services boxes (material only). CONSTRUCTION NOTES: a. Electrical substructures including conduit and grounding shall be inspected by the UEUD for proper installation prior to backfill of any excavation. You may call the UEUD at (707) 467-5775 to schedule inspection. The Contractor shall notify the UEUD 48 hours in advance of any inspection to be performed outside the normal workday (Monday through Thursday) b. Contractor to be responsible for condition of all substructures (for example, trench settlement, damaged substructures, etc.) until one year after the date of completion of project. c. Contractor shall do no excavating until all utility agencies have been given the opportunity to mark their facilities in the field. d. Contractor shall pothole all underground utilities locations to determine exact depth prior to trenching. e. All landscape shall be returned to its original condition, or better; including repairs of all water lines that were removed due to construction. f. All road closures must be approved by the City of Ukiah 72 hours in advance. g. Existing utilities are shown in approximate locations based on available records. Service laterals are not indicated. However it is the Contractor's responsibility to determine actual vertical and horizontal alignments of any and all utilities in the vicinity of the work area prior to any work being performed and shall adjust the depth of the new utilities to clear as directed by the Engineer. The City of Ukiah and the Engineer assume no responsibility for underground obstructions that may be encountered. h. Any damages to City or other utilities caused by project operations shall be the contractor's responsibility. Contractor must repair all disturbed or damaged conduit regardless if the conduit appears abandoned. i. Caution shall be exercised when digging within the dripline of any tree. Roots larger than 2 inches shall not be cut without permission from the Engineer. In the event that a tree root larger than 2 inches needs to be removed, the root pruning shall be performed by a City approved licensed arborist only. Contact the City Public Works Department for a list of approved arborists. j. Contractor shall protect and preserve City survey monuments. If not possible contractor shall coordinate 10 days in advance with City of Ukiah for referencing of existing monuments prior to work in the area. If monument(s) are disturbed contractor shall reconstruct per City Standards. k. Contractor shall notify all customers within the construction zone of proposed work schedule at the start of project. l. Contractor shall notify all customers 48 hours in advance of any construction or disruption of traffic flow impacting the property and any driveway closures. m. Contractor shall remove and replace sidewalk and concrete planter strips to the nearest transverse score mark on both sides as required by the Engineer for conduit installations. n. All trenches shall be backfilled and compacted per City Specifications. o. Trench depth and location may have to be adjusted in the field to avoid existing facilities. p. All conduit shall be proved with the appropriate size mandrel to match conduit size and must be acceptable to the UEUD.

Conduit shall be free of dirt, rocks or other obstructions which could prevent, hinder or harm the installation of electric cable. q. Mule Tape shall be installed in all conduits (electric, phone & cable). The open end of all conduits must be protected in a manner that prohibits dirt or debris from entering. r. Maximum deflection of a 20' section of conduit shall be 5” unless pre-made bends are used. s. Standard interlocking conduit spacers that provide a separation of 2" (min) between conduit shall be used, where specified.

Spacers shall be spaced 5' apart (max.) or where conduit transitions are made. Provisions must be made ahead of time to keep conduit from floating during slurry pour. t. The ends of all stub conduits shall be securely capped. All trenching of electrical conduit shall have tracer tape installed above electrical conduit. u. The City of Ukiah Electric Utility Department will assist the contractor with the installation of all conduit into any energized equipment (vaults, pads or boxes). Customer service outage time should be held to a minimum and shall not exceed one working day. All outages shall be coordinated with the City of Ukiah Electric Department. CONSTRUCTION RESPONSIBILITIES CONDUIT TABLE A Size Electric Cable TV Phone Conduit in Trench1
Minimum
Radius 90°
Elbows 1" 18" 18" - 2" 24" 24" 60" 3" 36" 24" - 4" 36" - 60" 6" 48" - - Conduit Type All PVC 402 PVC 40 PVC 40 Fittings Type All TC-3 Long Line Couplings Standards All NEMA TC-2 UL 651 UL 514B Color All Gray White Gray or White Marking All "CATV" Every 5'
Streetlight
Boring
Conduit3Conduit Type 1" HDPE Smoothwall Sch 40 N/A N/A Standards All NEMA TC 7 ANSI D1248 N/A N/A Color All Gray N/A N/A

1. Conduits shall be joined using a medium body, clear, electrical conduit PVC solvent cement approved by the UEUD.

2. Risers locations to be schedule 80 elbows and conduit. Conduit shall be stubbed 6" above ground level and mounted per spec 311 2007.

3. Conduit shall be installed by horizontal directional drilling (boring). Conduit shall be equipped with SILICORE® inner lining or approved equivalent system for ease of installing conductor. Conduit shall be continuous - couplings or joints are not permitted except couplings may be used immediately adjacent to streetlight foundations, junction boxes and /or power sources for connection of a schedule 40 elbow to the HDPE conduit. Couplings shall be of the compression type. THE PLACEMENT OF BOXES/VAULTS AND CONDUITS AS SHOWN ON PLANS ARE FOR RECOMMENDED INSTALL ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CORRECT LOCATION AND DEPTH WITH APPROPRIATE AGENCIES. NEITHER UTILITY DESIGN SERVICES LLC NOR THE DESIGNER ASSUME ANY RESPONSIBILITY FOR FINAL INSTALLATION. City of Ukiah STANDLEY & GIORNO NTS VARIES ELECTR ICU T I L I T YCITY OF UKIAHFOUNDED 1 87 6 18 0 MENDOCINOC O U N T Y STANDLEY ST - UG PROJECT STANDLEY - GIORNO AVE STANDLEY - END OF STREET STANDLEY - GIORNO AVE STANDLEY ST - UG PROJECT No. REVISIONS DATE DSG. BY BY CKD APPD STANDLEY - END OF STREET

7.5M
08STNDW09
2 - 6 SOL CU
C A
C A
2/0 TX
5M
2 - 6 SOL CU
08GIORN03
REMOVE

ALL OH PRI
No Sidewalk Sidewalk Sidewalk No Sidewalk No Sidewalk
Dwy
Dwy Dwy Dwy
2079 CA

37.5 08GIORN01
Dwy Dwy Dwy
No Sidewalk
No Sidewalk
No Sidewalk
Sidewalk
Sidewalk
Sidewalk
Dwy
Dwy
Dwy
08GIORN02
8-N17
CA

37.5 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-S4'' 1-S4'' 1-S4'' 1-4" SEC
RISER
CA CA

REMOVE ALL

OH PRIMARY
2 STR TX
08GIORN03
08STNDW08
CA 1725
5 CP
08STNDW06
08STNDW10
08STNDW11
08STNDW12
CA
15 PED 8-N15
8-N14
1-P4''
1-P4''
1-P4''
1-P4'' 1-P4'' 1-P4''
1-S4''
1-S4''
1-S4''
1-S4''
1-S4''
8-N16
1436 CA

37.5 12470 V
1-4" SEC RISER
CA

37.5 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4'' 1-P4'' 1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4'' 1-P4'' 1-P4''
Dwy CA

GIORNO AVE

W STANDLEY ST

W STANDLEY ST

W STANDLEY ST
1-4" Pri

TO POLE
08STNDW13
Dwy
2 - 6 SOL CU
No Sidewalk
No Sidewalk
No Sidewalk
No Sidewalk
No Sidewalk
No Sidewalk No Sidewalk
No Sidewalk
No Sidewalk
1-P4''
1-P4''
1-P4'' 1-P4''
2 - 6 SOL CU C A
CA
Sidewalk
Sidewalk
Dwy
Dwy Dwy
Dwy
Dwy Dwy Dwy
Dwy
Dwy Dwy
PED 560
TO PED 550 AT

ANTON STADIUM

GIORNO AVE
08GIORN05
1-4" SEC
RISER
CA

37.5 8-N18
1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4''
1-S4'' 1-S4'' 1-S4''
08GIORN08
08GIORN06
1-4" PRI TO TIE TO
(E) UG PRIMARY
8-N19
1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' CA
Sidewalk Sidewalk Sidewalk
Sidewalk
CA 2067

37.5 CP
SVC
#
10A
2 - 6 SOL CU

TO POLE
08ANTON04

REMOVE ALL

OH PRIMARY

TO POLE
08ANTON05 TO POLE
08GIORN07

KEYSTONE RETAINING WALL
BASE OF UPHILL SCALE: 1/2" = 1'-0"

XFMR/PED BOX PAD
TOP VIEW SCALE: NTS

KEYSTONE RETAINING WALL
TOP OF DOWNHILL SCALE: 1/2" = 1'-0"
W.O.

GRID
SCALE
DWG. No.

SHEET of
-
8 2 3
APPROVED BY: TITLE:

AS BUILT
- AS SHOWN

DATE DESIGNED DRAWN CHECKED
04/22/23 AMS AMS
NOT TO SCALE.

THEN DRAWING IS
NOT MEASURE 1"

IF THIS BAR DOES
No. REVISIONS DATE DSG. BY BY CKD APPDMATCH LINE E - E MATCH LINE E - E

ELECTRIC UTILITY DEPARTMENT
City of Ukiah

ELECTR IC

U T I L I T Y

CITY OF UKIAH
FOUNDED 1 87 6
18 0 MENDOCINO

C O U N T Y
SCALE 1" = 20'
PAD XFMR 8-N13
INSTALL 25 KVA 120/240V, SINGLE PHASE TRANSFORMER.

INSTALL 1-4" SECONDARY CONDUIT TO RISER POLE 08STNDW07.

INSTALL 1-4" PRIMARY CONDUIT TO EXISTING PPB 8-N12.

PED 8-N14
INSTALL 1-4" PRIMARY CONDUIT TO PAD XFMR 8-N15.

INSTALL 1-4" PRIMARY CONDUIT TO RISER POLE 08STNDW08.

INSTALL 1-4" PRIMARY CONDUIT TO PAD XFMR 8-N16.

SEE SHEET 3 OF 3 FOR INSTALLING 1-4" PRIMARY CONDUIT TO PAD XFMR 8-N23 AT END OF STREET.

PAD XFMR 8-N15
INSTALL 15 KVA 120/240V, SINGLE PHASE TRANSFORMER.

INSTALL 1-4" SECONDARY CONDUIT TO RISER POLE 08STNDW08.

PAD XFMR 8-N16
INSTALL 37.5 KVA 120/240V, SINGLE PHASE TRANSFORMER.

INSTALL 1-4" SECONDARY CONDUIT TO POLE 08STNDW12.

INSTALL 1-4" PRIMARY CONDUIT TO PAD XFMR 8-N17.

PAD XFMR 8-N17
INSTALL 37.5 KVA 120/240V, SINGLE PHASE TRANSFORMER.

INSTALL 1-4" SECONDARY CONDUIT TO POLE 08GIORN02.

INSTALL 1-4" PRIMARY CONDUIT TO PAD XFMR 8-N18.

PAD XFMR 8-N18
INSTALL 37.5 KVA 120/240V, SINGLE PHASE TRANSFORMER.

INSTALL 1-4" SECONDARY CONDUIT TO POLE 08GIORN05.

INSTALL 1-4" PRIMARY CONDUIT TO PPB 8-N19.

PPB 8-N19
INSTALL PPB.

INSTALL 1-4" PRIMARY CONDUIT TO TIE TO EXISTING
UNDERGROUND PRIMARY NORTH OF RISER POLE 08GIORN08.

RISER LOCATION
POLE 08STNDW08 NTS

RISER LOCATION
POLE 08STNDW12 NTS

RISER LOCATION
POLE 08GIORN02 NTS

RISER LOCATION
POLE 08GIORN05 NTS
SCALE 1" = 20'

GIORNO AVE
PPB
ÄN
XFMR
ÄN
XFMR
ÄN
08STNDW08
XFMR
ÄN
PED
ÄN
XFMR
ÄN
08GIORN08

TQ VKG VQ
G

UG PTK Ä PTK

STANDLEY ST

STANDLEY ST

STANDLEY ST
Ä PTK
Ä PTK
Ä PTK
Ä PTK Ä PTK Ä PTK
Ä PTK

GIORNO AVE

PRIMARY CONDUIT DIAGRAM
NTS

GIORNO AVE

SECONDARY CONDUIT DIAGRAM
NTS

GIORNO AVE
08STNDW08

STANDLEY ST

STANDLEY ST

STANDLEY ST

GIORNO AVE
ÄN
1-4" Sec
08STNDW12
1-4" Sec ÄN
ÄN
08GIORN02
1-4" Sec
ÄN
08GIORN05
1-4" Sec

GIORNO AVE

EACH TRENCH LOCATION WILL

BE DETERMINED AFTER ALL

UNDERGROUND UTILITIES HAVE

BEEN MARKED AND LOCATED

STANDLEY - GIORNO AVE

STANDLEY ST - UG PROJECT

STANDLEY - END OF STREET

UG PRO,ECT TO

END OF STREET

CONTINUES ON
S*EET 
Ä PTK

C A
C A
Sidewalk
Sidewalk
Dwy
08STNDW08
CA 1725
5 CP
08STNDW06
08STNDW10
CA
15 PED 8-N15
8-N14
1-P4''
1-P4''
1-P4''
1-P4'' 1-P4'' 1-P4''
1-S4''
1-S4''
1-S4''
1-S4''
1-S4''
1-P4'' 1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4'' 1-P4'' W STANDLEY ST
1-P4''
1-4" Pri
2 - 6 SOL CU
No Sidewalk
No Sidewalk
No Sidewalk
No Sidewalk
No Sidewalk
No Sidewalk No Sidewalk
C A
08STNDW05

REMOVE ALL

OH PRIMARY
08STNDW04
2 - 6 SOL CU
1-P4'' 1-P4'' 1-P4'' 1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4''
1-P4'' 1-P4''
2 - 6 SOL CU
08STNDW03
08STNDW02
08STNDW01
1780 CA
5 CP
A C
1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' 1-P4'' OH SEC
2 - 6 SOL CU
8-N23
CA
1-4" SEC 15
RISER
553 CA
25 PPB
PPB
PPB
CA
4/0 AL

7.5M

7.5M

7.5M

7.5M
14M

7.5M
#
FUSE
4/0 AL

PARK BLVD
08PRKBL02
08PRKBL03
08STNDW07
PARK
8-N13
1-P4''
1-P4''
1-P4''
CA
25 CA
REMOVE

ALL OH PRI
1-4" SEC RISER
BLVD
8-N12
(E) (E) UG PRI
W.O.

GRID
SCALE
DWG. No.

SHEET of
-
8 3 3
APPROVED BY: TITLE:

AS BUILT
- AS SHOWN

DATE DESIGNED DRAWN CHECKED
04/22/23 AMS AMS
NOT TO SCALE.

THEN DRAWING IS
NOT MEASURE 1"

IF THIS BAR DOES
No. REVISIONS DATE DSG. BY BY CKD APPD

ELECTRIC UTILITY DEPARTMENT
City of Ukiah

ELECTR IC

U T I L I T Y

CITY OF UKIAH
FOUNDED 1 87 6
18 0 MENDOCINO

C O U N T Y
SECONDARY CONDUIT DIAGRAM 08STNDW08
NTS

STANDLEY ST

STANDLEY ST

PRIMARY CONDUIT DIAGRAM
NTS

EACH TRENCH LOCATION WILL

BE DETERMINED AFTER ALL

UNDERGROUND UTILITIES HAVE

BEEN MARKED AND LOCATED MATCH LINE

A - A AT P/L

A - A AT P/L MATCH LINE
SCALE 1" = 50' RISER LOCATION
POLE 08STNDW07 NTS

RISER LOCATION
POLE 08STNDW02 NTS

RISER LOCATION
POLE 08STNDW08 NTS
:(MR
ÄN
Ä PTK
PP$
E
ÄN
:(MR
ÄN
Ä PTK
08STNDW07
08PRKBL03

PARK BLVD

PARK BLVD
PP$
E

Ä PTK
ÄN
08STNDW07
1-4" Sec
ÄN
08STNDW02
1-4" Sec

STANDLEY ST
SCALE 1" = 20'
SCALE 1" = 20'

STANDLEY - GIORNO AVE

STANDLEY ST - UG PROJECT

STANDLEY - END OF STREET
PAD XFMR 8-N23
INSTALL 15 KVA 120/240V, SINGLE PHASE TRANSFORMER.

INSTALL 1-4" SECONDARY CONDUIT TO RISER POLE 08STNDW02.

INSTALL 1-4" PRIMARY CONDUIT TO PED 8-N14.

POLE 08STNDW08

REMOVE EXISTING OH PRIMARY CONDUCTORS TO END OF CIRCUIT LINE AT POLE 08STNDW02.

PAD XFMR 8-N13
INSTALL 25 KVA 120/240V, SINGLE PHASE TRANSFORMER.

INSTALL 1-4" SECONDARY CONDUIT TO RISER POLE 08STNDW07.

INSTALL 1-4" PRIMARY CONDUIT TO EXISTING PPB 8-N12.

POLE 08PRKBL03
REMOVE EXISTING OH PRIMARY CONDUCTORS TO POLE 08STNDW07.

Item # Item Code Item Description Quantity UOM Unit Price Item Total Unit Price Item Total 1 EXCAVATE, TRENCH, BACKFILL AND COMPACTION
24”X59" 1350 LF $145.00 $195,750.00 $195.00 $263,250.00 2 REMOVE AND REPLACE ASPHALT CONCRETE (36"
INCH - 24"TRENCH) 4050 SF $15.00 $60,750.00 $42.00 $170,100.00 3 4 INCH PVC SCH 40 CONDUIT INCLUDING
INSTALLATION (ELECTRIC) 1550 FT $40.00 $62,000.00 $21.00 $32,550.00 4 REMOVE AND REPLACE CONCRETE SIDEWALK 40 SF $20.00 $800.00 $42.00 $1,680.00 5 EXCAVATE, BACKFILL, COMPACT AND INSTALL

RETAINING WALL
4 LS $6,000.00 $24,000.00 $4,000.00 $16,000.00
6 EXCAVATE, BACKFILL, COMPACT AND INSTALL
TRANSFORMER BOX PAD (CITY TO PROVIDE) 5 EA $4,500.00 $22,500.00 $5,000.00 $25,000.00 7 EXCAVATE, BACKFILL, COMPACT AND INSTALL 504LA
VAULT (CITY TO PROVIDE) 1 EA $7,000.00 $7,000.00 $5,500.00 $5,500.00 8 EXCAVATE, BACKFILL, COMPACT AND INSTALL
PEDESTAL BOX PAD (CITY TO PROVIDE) 1 EA $4,500.00 $4,500.00 $8,000.00 $8,000.00 9 MOBILIZATION 1 LS $15,000.00 $15,000.00 $8,000.00 $8,000.00 10 DEMOBILIZATION 1 LS $7,500.00 $7,500.00 $4,500.00 $4,500.00 Total $399,800.00 $534,580.00
5/6/2023
1100 BLOCK OF WEST STANDLEY STREET
ATTACHMENT 3

Item # It Item Description Quantity UOM Unit Price Item Total Unit Price Item Total Unit Price Item Total Unit Price Item Total 1 EXCAVATE, TRENCH, BACKFILL AND COMPACTION (24”X59” TRENCH) 3288 LF $145.00 $476,760.00 $108.00 $355,104.00 $147.44 $484,782.72 $195.00 $641,160.00 2 REMOVE AND REPLACE ASPHALT CONCRETE (36" - 24" TRENCH) 9600 SF $15.00 $144,000.00 $115.00 $1,104,000.00 $24.25 $232,800.00 $42.00 $403,200.00 3 4” PVC SCH 40 CONDUIT INCLUDING INSTALLATION (ELECTRIC) 4000 FT $40.00 $160,000.00 $3.80 $15,200.00 $6.08 $24,320.00 $21.00 $84,000.00 4 REMOVE AND REPLACE CONCRETE SIDEWALK 256 SF $20.00 $5,120.00 $38.00 $9,728.00 $14.71 $3,765.76 $42.00 $10,752.00 5 EXCAVATE, BACKFILL, COMPACT AND INSTALL CONCRETE RETAINING WALL (CITY TO PROVIDE ) 2 EA $6,000.00 $12,000.00 $2,433.00 $4,866.00 $18,708.00 $37,416.00 $1,400.00 $2,800.00 6 EXCAVATE, BACKFILL, COMPACTION AND INSTALL PEDESTEL BOX PAD (CITY TO PROVIDE) 8 EA $4,500.00 $36,000.00 $975.00 $7,800.00 $1,768.00 $14,144.00 $8000.00 $64,000.00 7 EXCAVATE, BACKFILL, COMPACTION AND INSTALL TRANSFORMER BOX PAD (CITY TO PROVIDE) 6 EA $4,500.00 $27,000.00 $1,038.00 $6,228.00 $2,814.00 $16,884.00 $5000.00 $30,000.00 8 MOBILIZATION 1 LS $15,000.00 $15,000.00 $8000.00 $8,000.00 $10000.00 $10,000.00 $10,000.00 $10,000.00 9 DEMOBILIZATION 1 LS $7,500.00 $7,500.00 $4500.00 $4,500.00 $7500.00 $7,500.00 $5,000.00 $5,000.00 $883,380.00 $1,515,426.00 $831,612.48 $1,250,912.00
$1,120,332.62
Bid List Total
Sum of all divided by 4
24/7/2023

BID SCHEDULE
Owner: City of Ukiah - N BARNES STREET & PARK BOULVARD
Bid Opening: CITY OF UKIAH

Item # Item Code Item Description Quantity UOM Unit Price Item Total Unit Price Item Total 1 EXCAVATE, TRENCH, BACKFILL AND COMPACTION
24”X59" 1350 LF $165.00 $222,750.00 $195.00 $263,250.00 2 EXCAVATE, TRENCH, BACKFILL AND COMPACTION
18”X48" 1006 LF $125.00 $125,750.00 $145.00 $145,870.00 3 REMOVE AND REPLACE ASPHALT CONCRETE (36"
INCH - 24"TRENCH) 4299 SF $15.00 $64,485.00 $42.00 $180,558.00 4 4 INCH PVC SCH 40 CONDUIT INCLUDING
INSTALLATION (ELECTRIC) 2875 FT $40.00 $115,000.00 $21.00 $60,375.00 5 REMOVE AND REPLACE CONCRETE SIDEWALK 115 SF $20.00 $2,300.00 $42.00 $4,830.00 6 EXCAVATE, BACKFILL, COMPACT AND INSTALL

RETAINING WALL
0 LS $6,000.00 $0.00 $4,000.00 $0.00
7 EXCAVATE, BACKFILL, COMPACT AND INSTALL
TRANSFORMER BOX PAD (CITY TO PROVIDE) 5 EA $4,500.00 $22,500.00 $5,000.00 $25,000.00 8 EXCAVATE, BACKFILL, COMPACT AND INSTALL
PRIMARY PULL BOX (CITY TO PROVIDE) 1 EA $3,000.00 $3,000.00 $3,500.00 $3,500.00 9 EXCAVATE, BACKFILL, COMPACT AND INSTALL
504LA VAULT (CITY TO PROVIDE) 0 EA $6,000.00 $0.00 $5,500.00 $0.00 10 EXCAVATE, BACKFILL, COMPACT AND INSTALL
PEDESTAL BOX PAD (CITY TO PROVIDE) 1 EA $4,500.00 $4,500.00 $8,000.00 $8,000.00 11 MOBILIZATION 1 LS $15,000.00 $15,000.00 $8,000.00 $8,000.00 12 DEMOBILIZATION 1 LS $7,500.00 $7,500.00 $4,500.00 $4,500.00 Total $582,785.00 $703,883.00
1200 BLOCK OF WEST STANDLEY STREET n GIORNO STREET
5/8/2023

Agenda Item No: 8.d.

MEETING DATE/TIME: 6/21/2023

ITEM NO: 2023-2784

AGENDA SUMMARY REPORT
SUBJECT: Consideration of Award for a One (1) Year Extension for Pre-Hospital Emergency Medical Services Consulting to AP Triton LLC in the Amount of $60,000.

DEPARTMENT: Fire PREPARED BY: Doug Hutchison, Fire Chief PRESENTER: Doug Hutchison, Fire Chief
ATTACHMENTS:

1. AP Triton - Phems - 2021-184 -A2 - Amendment
Summary: The Council will consider awarding a one-year extension of the agreement with AP Triton LLC for Pre-Hospital Emergency Medical Services consulting.

Background: The agreement with AP Triton LLC for Pre-Hospital Emergency Medical Services consulting expired on April 30, 2023.

Discussion: The Ukiah Valley Fire Authority (UVFA) has partnered with AP Triton LLC since 2019, for their expertise in system design and analysis of Pre-Hospital Emergency Medical Services (PHEMS).

As the City, and Fire Authority, continue to work with the County of Mendocino on the possible formation of a Joint Powers Agreement (JPA) for Pre-Hospital Emergency Medical Services (PHEMS) in the inland portions of the county, their continued support of staff will be required.

The agreement (Attachment 1) allows for two (2) one-year extensions by consent of both parties. Staff is asking the Council to extend the agreement an additional year, which will be the second extension of this agreement.

Recommended Action: Approve a one (1) year extension of our agreement with AP Triton LLC in the amount of $60,000 and authorize the City Manager to sign.

BUDGET AMENDMENT REQUIRED: No
CURRENT BUDGET AMOUNT: 71021100.52100: $60,000
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE:

PREVIOUS CONTRACT/PURCHASE ORDER NO.: Contract 2021184
COORDINATED WITH: Mary Horger, Financial Services Manager DIVERSITY-EQUITY INITIATIVES (DEI):

CLIMATE INITIATIVES (CI):

GENERAL PLAN ELEMENTS (GP):

1309 Coffeen Avenue, Suite 3178 • Sheridan, WY 82801 • 833.251.5824 • www.aptriton.com April 17, 2023
Sage Sangiacomo, City Manager
Doug Hutchison, Fire Chief
City of Ukiah / Ukiah Valley Fire Authority
300 Seminary Avenue
Ukiah, CA 95482-5400
SUBJECT: Agreement for consulting services for PHEMS for Ukiah Valley Fire Authority Dear Mr. Sangiacomo and Chief Hutchison:

The professional services agreement between AP Triton and the City of Ukiah (COU No. 2021-184), which was entered into effective May 1, 2021, and has been extended by mutual agreement to April 30, 2023. Both parties have expressed interest in extending the current professional services agreement for one year. Furthermore, there are no changes needed to any sections in the current agreement, including Exhibits A and B.

Therefore, by way of this letter, parties agree to:
• Extend the current professional services agreement for one year, May 1, 2023 through April 30, 2024.

This letter serves as a formal extension of the agreement once signed by both parties.
___________________________ __________________________
Sage Sangiacomo Date
City Manager
___________________________ ___________________________ Kurt P. Henke Date
Principal / Managing Partner
COU 2021-184-A2

Agenda Item No: 8.e.

MEETING DATE/TIME: 6/21/2023

ITEM NO: 2023-2780

AGENDA SUMMARY REPORT
SUBJECT: Adoption of Resolution Identifying the 23/24 Slurry Seal Project as the Project Funded by SB1:

The Road Repair and Accountability Act for 23/24; and Approval of Corresponding Budget Amendment.

DEPARTMENT: Public Works PREPARED BY: Seth Strader, Administrative Analyst PRESENTER: Tim Eriksen, Director of Public Works
ATTACHMENTS:

1. LSRcicoSummaryFy23Fy24

2. SB 1 Project List Resolution DRAFT

3. GIS PAGE 1 R1
Summary: Council will consider adopting a resolution to identify a slurry seal project on forty-six (46) city streets and roads which will utilize Senate Bill 1, The Road Repair and Accountability Act funds, in addition to bond revenue funds; and consider approving a corresponding budget amendment.

Background: With the adoption of Senate Bill 1 - the Road Repair and Accountability Act (SB 1) - into law, local agencies are required to submit a list of projects using the funding amount identified as the Road Maintenance Rehabilitation Account (RMRA). The City of Ukiah's estimated RMRA funding amount available for Fiscal Year 2023-24, is $402,341. Further detailed information on RMRA funding can be found in Attachment 1, an excerpt from the League of California Cities bulletin on transportation funding and the projected FY 2023-24 revenues.

Discussion: City Staff have reviewed the City’s Pavement Management Program and identified a list of closely-knit city streets as well as Leslie Street and a portion of the airport for slurry seal to be applied to prolong the street’s useful life. The engineer's estimate for the project is $708,109.41. RMRA funds would cover $402,341.00 of this project with 2022 Lease Revenue Bonds being used for the remaining street portions and airport funds for applicable sections.

As a condition to receive RMRA funding, cities are required to select a project through a City resolution (Attachment 2), which Council is being asked to adopt, and submit a copy of the resolution to the California Transportation Commission. A detailed map of the proposed project area can be found in Attachment 3.

A budget amendment will be required once the bids for the project are received and the contract is awarded, which will be in the new fiscal year.

Recommended Action: Adopt resolution identifying the 2023-24 Project Funded by SB 1: The Road Repair and Accountability Act; and approve corresponding budget amendment.

BUDGET AMENDMENT REQUIRED: No
CURRENT BUDGET AMOUNT: 50024620.52100.TBD: $0.00, 25224220.52100.TBD: $0.00 PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: RMRA Revenue Funds & 2022 Lease Revenue Bonds PREVIOUS CONTRACT/PURCHASE ORDER NO.:

COORDINATED WITH: Tim Eriksen, Director of Public Works and Daniel Flores, Engineering Technician; Mary Horger, Financial Services Manager
DIVERSITY-EQUITY INITIATIVES (DEI):

CLIMATE INITIATIVES (CI):

GENERAL PLAN ELEMENTS (GP):

Local Streets and Roads - Projected Revenues
Based on State Dept of Finance statewide 2022-23 2023-24Estimated May 2023 Hwy Users Tax Road Mntnc TOTAL Hwy Users Tax Road Mntnc TOTAL Account Rehab Acct Account Rehab Acct

MADERA COUNTY
CHOWCHILLA 411,250 864,371 496,636 453,121 467,524 964,160 MADERA 1,403,439 2,932,034 1,677,095 1,528,595 1,595,479 3,272,575County of Madera 6,452,336 12,711,661 6,881,295 6,259,325 7,335,248 14,216,542 Total Cities & County: Madera 8,241,041 8,267,025 16,508,066 9,055,025 9,398,251 18,453,277

MARIN COUNTY
BELVEDERE 45,252 103,273 58,022 51,444 114,513 63,069CORTE MADERA 217,306 475,884 282,816 258,578 247,041 529,857 FAIRFAX 161,780 355,280 211,544 193,500 183,918 395,462LARKSPUR 278,629 607,976 360,424 329,347 316,755 677,180MILL VALLEY 300,988 656,139 388,722 355,151 342,174 730,896 NOVATO 1,132,675 2,452,122 1,445,781 1,319,446 1,287,666 2,733,447ROSS 49,770 113,007 63,237 68,788 56,581 125,369SAN ANSELMO 322,066 272,319 594,386 352,440 309,583 662,022 SAN RAFAEL 1,525,136 1,310,911 2,836,047 1,671,350 1,490,290 3,161,641 SAUSALITO 181,791 151,634 333,426 198,704 172,383 371,087 TIBURON 231,307 194,541 425,849 253,006 221,162 474,167 County of Marin 5,822,251 4,753,548 10,575,799 6,372,461 5,404,004 11,776,466 Total Cities & County: Marin 10,659,833 8,869,353 19,529,186 11,669,105 10,083,000 21,752,105

MARIPOSA COUNTY
County of Mariposa 1,943,759 3,835,965 2,079,525 1,892,206 2,209,735 4,289,260

MENDOCINO COUNTY
FORT BRAGG 152,466 335,352 199,902 182,886 173,328 373,230 POINT ARENA 9,805 26,929 17,124 18,218 11,147 29,365
UKIAH 417,542 353,913 771,455 457,040 402,341 859,381
WILLITS 128,581 105,445 234,026 140,349 119,874 260,222 County of Mendocino 4,511,139 4,515,989 9,027,128 4,956,225 5,133,939 10,090,164 Total Cities & County: Mendocino 5,257,271 5,137,617 10,394,889 5,771,734 5,840,628 11,612,363

MERCED COUNTY
ATWATER 676,770 1,435,483 831,623 758,713 769,377 1,601,000 DOS PALOS 123,499 266,780 156,586 143,281 140,398 296,984GUSTINE 149,971 129,552 279,523 163,928 147,280 311,207 LIVINGSTON 348,236 307,148 655,384 381,326 349,177 730,503 LOS BANOS 1,109,408 994,107 2,103,515 1,216,506 1,130,136 2,346,642MERCED 2,110,112 1,898,265 4,008,377 2,314,617 2,158,015 4,472,633 County of Merced 8,733,233 8,647,527 17,380,760 9,593,186 9,830,820 19,424,005 Total Cities & County: Merced 13,352,955 12,776,867 26,129,822 14,657,772 14,525,203 29,182,974 May 2023 CaliforniaCityFinance.com Page 9 of 21
ATTACHMENT 1

ATTACHMENT 2

CITY OF UKIAH RESOLUTION NO. 2023-XX
RESOLUTION ADOPTING A LIST OF PROJECTS FOR FISCAL YEAR 2023-24 FUNDED BY SB 1: THE ROAD REPAIR AND ACCOUNTABILITY ACT OF 2017
WHEREAS, Senate Bill 1 (SB 1), the Road Repair and Accountability Act of 2017 (Chapter 5, Statutes of 2017) was passed by the Legislature and Signed into law by the Governor in April 2017 to address the significant multi-modal transportation funding shortfalls statewide; and WHEREAS, SB 1 includes accountability and transparency provisions that will ensure the residents of our City are aware of the projects proposed for funding in our community and which projects have been completed each fiscal year; and
WHEREAS, the City must adopt by resolution a list of projects proposed to receive fiscal year funding from the Road Maintenance and Rehabilitation Account (RMRA), created by SB 1, which must include a description and the location of each proposed project, a proposed schedule for the project’s completion, and the estimated useful life of the improvement; and WHEREAS, the City, will receive an estimated $402,341 in RMRA funding in Fiscal Year 2023- 24 from SB 1; and
WHEREAS, this is the seventh year in which the City is receiving SB 1 funding and will enable the City to continue essential road maintenance and rehabilitation projects, safety improvements, repairing and replacing aging bridges, and increasing access and mobility options for the traveling public that would not have otherwise been possible without SB 1; and WHEREAS, the City has undergone a robust public process to ensure public input into our community’s transportation priorities/the project list; and WHEREAS, the City used a Pavement Management System to develop the SB 1 project list to ensure revenues are being used on the most high-priority and cost-effective projects that also meet the community’s priorities for transportation investment; and WHEREAS, the funding from SB 1 will help the City maintain and rehabilitate 46 streets and roads, add active transportation infrastructure throughout the City this year and of similar projects into the future; and
WHEREAS, 2018 California Statewide Local Streets and Roads Needs Assessment found that the City of Ukiah’s streets and roads are in a “poor” condition and this revenue along with Measure “Y” street maintenance sales tax revenue will help us increase the overall quality of our road system and over the next decade will bring our streets and roads into a “fair” condition; and

ATTACHMENT 2

WHEREAS, the SB 1 project list and overall investment in our local streets and roads infrastructure with a focus on basic maintenance and safety, investing in complete streets infrastructure, and using cutting-edge technology, materials and practices.

NOW, THEREFORE IT IS HEREBY RESOLVED, ORDERED AND FOUND by the City Council of the City of Ukiah, State of California, as follows:

1. The foregoing recitals are true and correct.

2. The following list of newly proposed projects will be funded in-part or solely with Fiscal Year 2023-24 Road Maintenance and Rehabilitation Account revenues:

Project Title: 2023 Slurry Seal Project
Project Description: Slurry seal and restriping of 46 streets and roads within the City.

Project Location: Portions of 46 streets W. Perkins St., W. Church St., W. Clay St., Jones St, S. Oak St., Leslie St., and various connecting streets primarily located on the central west side of the City.

Estimated Project Schedule: Start (7/23)– Completion (8/23) based on the component being funded with RMRA funds
Estimated Project Useful Life: 7 years
PASSED AND ADOPTED by the City Council of the County of Ukiah, State of California this 21st day of June, 2023, by the following roll call vote:

AYES:

NOES:

ABSTAIN:

ABSENT:
_______________________________
Josefina Duenas, Vice Mayor
ATTEST:
__________________________________
Kristine Lawler, City Clerk

SLURRY SEAL OF LOCAL STREETS
SPECIFICATION NUMBER 23-04

UKIAH, CALIFORNIA

VARIOUS LOCATIONS WITHIN
JUNE 2023
HIGHLAND AVE.

MYSZKA PL.

CLAY PL.

PERKINS ST.

PERKINS ST.

HIGHLAND CT.

X2
HIGHLAND DR.

X2
MILL ST.

MILL CT.

CALVERT DR.

CHURCH ST.

CHURCH ST.

LESLIE ST.

X2
STELLA DR.

PEACH ST.

OLGA PL.

CLEVELAND LN.

OAK ST.

OAK ST.

LOUISE CT.

COURT ST.

MENDOCINO DR.

HILLVIEW AVE.

HILLCREST AVE.

POMOLITA DR.

POMOLITA WAY
MAE ST.

CAROLYN ST.

BARBARA ST.

HOLDEN ST.

MENDOCINO DR.

SPRING ST.

SPRING ST.

JONES ST.

THOMPSON ST.

BARNES ST.

BARNES ST.

MCPEAK ST.

EASTLICK ST. OAK PARK
PINE ST.

BUSH ST. HORTENSE ST.

HOPE ST.

STEPHENSON ST.

MARSHALL ST.

MILL ST.

CLAY ST.

GARDENS AVE.

SEMINARY AVE.

CLAY ST.

STEPHENSON ST.

X2

EAST PERKINS STREET

WEST CLAY STREET

NORTH PINE STREET

EAST GOBBI STREET

NORTH ORCHARD
AVENUE

HENDERSON LANE

MC PEAK
STREET

WALNUT AVENUE

HELEN AVENUE

PARK BOULEVARD

SOUTH ORCHARD AVENUE

NORTH SPRING STREET

CLEVELAND LANE

COOPER LANE

HILLVIEW AVENUE

DEBORAH
COURT
LOUISE
COURT

LUCE AVENUE

HIGHLAND DRIVE

OBSERVATORY AVENUE CUNNINGHAM STREET

WILLOW AVENUE
MARWEN
DRIVE
AVENUE
HAZEL

RUPE STREET

POMEROY AVENUE

NORTH STATE STREET

NORTH MAIN STREET

NORTH SCHOOL STREET

MASON STREET

MENDOCINO DRIVE

THOMPSON
STREET

P A RK PLACE

SOUTH BARNES

SOUTH HOPE STREET

HIGHLAND AVENUE
SOUTH

HORTENSE
STREET

SOUTH DORA STREET

NORTH BUSH STREET
SOUTH
PINE
STREET

NORTH DORA STREET

SOUTH OAK STREET

LESLIE STREET
NORTH
BARNES
STREET

SOUTH SCHOOL STREET

CLAY PLACE

SOUTH STATE
STREET

SOUTH MAIN STREET
STREET
SPRING
NORHT

WEST MILL STREET
GIORNO
AVENUE

WEST CHURCH STREET

WARREN D RIVE

PEACH STREET
SOUTH

SPRING STREET

WEST PERKINS
STREET

POMOLITA DRIVE

WEST STANDLEY
STREET

CALVERT DRIVE

CHERRY STREET

WEST SMITH STREET

WEST STEPHENSON STREET

COCHRANE AVENUE

HENRY STREET

EAST STANDLEY STREET

EAST CHURCH
STREET

EAST CLAY STREET

ALBRIGHT PLACE
WEST

GOBBI STREET

STELLA DRIVE

SEMINARY
AVENUE

LIVE OAK
AVENUE

GARDENS AVENUE

JONES STREET

BETTY STREET

ALICE AVENUE

MARLENE STREET

WAUGH LANE

M ENDOCINO PLACE

EASTMILL STREET
LANE
MARY

LOOKOUT DRIVE

KINGS COURT

ECHO WAY

FREITAS AVENUE

THOMAS STREET

ROBINSON LANE

PORZIO LANE

PARK WEST BOULEVARD

CHERRY COURT

MULBERRYSTREET

EASTLICK
STREET

TODD ROAD

VILLAGE CIRCLE

BANK ER BOULEVA RD

CAROLYN STREET

BARBARA
STREET

APPLE AVENUE
HOLDEN
STREET

COURT STREET

MILL COURT
US 101

H GI HLAND COURT

MARSHALL
STREET

DORA STRRET
SOUTH

PLUM DRIVE

HOSPITAL DRIVE

HILLCREST AVENUE

LORRAINE STREET

CINDEE DRIVE

SLURRY SELECTION
GENERAL NOTES:

ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO THE 2010 EDITION OF THE CALTRANS STANDARD PLANS AND SPECIFICATIONS, THESE IMPROVEMENT PLANS AND THE PROJECT SPECIAL PROVISIONS.

CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE PROJECT, INCLUDING SAFETY OF ALL PROPERTY; THIS REQUIREMENT SHALL BE

MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

CONTRACTOR SHALL CONFINE HOURS OF CONSTRUCTION OPERATION TO 7 A.M.

TO 6 P.M. MONDAY THROUGH FRIDAY, UNLESS OTHERWISE APPROVED BY THE ENGINEER. CONTRACTOR SHALL REFERENCE EXISTING STRIPING AND MARKINGS

PRIOR TO BEGINNING WORK AND SHALL RESTRIPE TO MATCH
PRE-CONSTRUCTION STRIPING. SEE TABLE 1 AND 2 FOR QUANTITIES.

QUANTITIES NOTED FOR SLURRY SEAL ARE BASED ON FIELD MEASUREMENTS AND ARE SHOWN TABLE 1 AND TABLE 2.

SCALE: CITY APPROVAL BY: DRAWN BY:

NOT TO SCALE D.F.

DATE: CHECKED BY:

JUNE 2023
SPECIFICATION NUMBER: TIM ERIKSEN
23-04 DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DRAWING NUMBER:

DRAWING FILE:

S:\Public
Works\PROJECTS\Public
Works\2023\Spec No 23-04
Slurry Seal Local Streets

CITY OF UKIAH

SLURRY SEAL OF LOCAL STREETS

COVER SHEET
J.B.
1 OF 3
2 AIRPORT

LOCATIONS
1 2
Source: Esri, Maxar, GeoEye, Earthstar
Geographics, CNES/Airbus DS, USDA,
USGS, AeroGRID, IGN, and the GIS User
Community, Esri, HERE, Garmin, (c)
OpenStreetMap contributors, and the GIS
user community
ATTACHMENT 3

Agenda Item No: 8.f.

MEETING DATE/TIME: 6/21/2023

ITEM NO: 2021-1133

AGENDA SUMMARY REPORT
SUBJECT: Adopt a Resolution Approving a Side Letter Agreement to the Current Memorandum of Understanding Between the City of Ukiah and the International Brotherhood of Electrical Workers Local 1245, and authorize the City Manager to Execute.

DEPARTMENT: Human Resources /
Risk Management PREPARED BY: Sheri Mannion, H.R. Director/Risk Manager, Cindy Sauers, Electric Utility Director PRESENTER: Cindy Sauers, Electric Utility Director; Sheri Mannioon, HR/Risk Management Director
ATTACHMENTS:

1. Side Letter Agreement Between COU and IBEW Local 1245

2. Resolution to Approve Side Letter between COU and IBEW Local 1245 Summary: Council will consider adopting a Resolution approving a Side Letter Agreement to the current Memorandum of Understanding (MOU) between the City of Ukiah and the International Brotherhood of Electrical Workers Local 1245 (IBEW Local 1245), and authorize the City Manager to execute.

Background: As part of the overall routine maintenance of the classification and compensation schedules for the City of Ukiah, the Human Resources Department is responsible for evaluating classifications, developing new classifications (including appropriate salary levels), examining salary grade adjustments, and making recommendations for additions, modifications, and corrections.

The Electric Utility Department has 14 budgeted positions in the IBEW Local 1245 bargaining unit, consisting of Linemen, Utility Technicians, and Engineering Technicians. All classifications within the unit are highly skilled, and require a substantial amount of experience and training. Qualified electrical workers in the Lineman and Utility Technician positions complete a minimum of a 42-month apprenticeship, a combination of class work and on-the-job training to attain the status of Journeyman. Recruitment and retention of these positions has become increasingly difficult as they are highly competitive.

In the past several years, attempts have been made to improve the Utility's success in recruitment for these positions. In spite of the offer of signing bonuses, relocation assistance and a housing allowance, the Utility continues to have two vacant lineman positions. The last successful recruitment of a lineman was over seven years ago. Additionally, the Utility offers an apprenticeship program and has developed excellent, local candidates over a four year timeframe, only to have three of the last four graduates leave for higher paying opportunities with Pacific Gas & Electric(PG&E) or contract work through the IBEW hiring hall. Attrition is an additional stressor on the Utility workforce, with 75% of the crew being eligible to retire within seven years. Proactive measures are required to ensure the Utility can operate for years to come.

The current Memorandum of Understanding between the City of Ukiah and IBEW Local 1245 is set to expire in September 2024. Due to the challenges in recruitment and retention, the City Manager, Human Resources Director and Electric Utility Director completed a comprehensive review of market wages for lineman and determined that the Utility has fallen below the market again. The City's negotiating team (City Manager and Human Resources/Risk Management Director), including the Electric Utility Director, requested to meet with IBEW Local 1245 to discuss.

Discussion: In review of the current market conditions, the City will deviate signifcanlly behind market wages for electrical utility workers by July 2023. The negotiating parties met and conferred, and reached a tentative side letter agreement. The proposed side letter (Attachment 1) is a one-year extension of the current MOU and contains the following notable changes:
• The term of the agreement shall be extended from September 19, 2018 through September 18, 2025. • Effective upon the first full pay period following council approval and ratification of the agreement, unit members will receive salary adjustments as outlined in the side letter agreement. • Effective the first full pay period in September 2023, all unit members will still receive a 5% equity adjustment, as agreed to in the current MOU.
• Effective the first full pay period following September 19, 2024, unit members will receive a 3% salary increase to base salary, unless the local economic benchmark – consisting of total revenue collected for property tax, sales tax and transient occupancy tax – falls below the combined total for the past audited Fiscal Year of 2022/2023. Should the audited revenues fall below the benchmark, the increase will revert to the CPI calculation of the average of U.S. City and SF-Oakland-Hayward figures for April, to a maximum of 3%. In no case shall this result in a decrease in compensation. • Modifications to MOU provisions to bring them in-line with current practices and/or industry standards - Lineman Apprentice Program, High Voltage Electric Glove Certification, and Safety.

The City received notice that IBEW Local 1245 ratified the side letter agreement at a level consistent with City Council provided authorization. The remaining substantive provisions of the current MOU remain in effect. A budget amendment is not necessary; the first year costs of this agreement are included in the FY 2023/2024 budget, expected to be adopted at tonight's council meeting.

Both the City and IBEW Local 1245 recognize the need to offer competitive salaries and benefits in order to attract and retain highly qualified team members. The City is facing significant challenges attracting qualified electrical workforce candidates and is expecting continued natural attrition due to retirements in the near future. Wildfire mitigation and other safety programs statewide have greatly increased the need for qualified electric utility employees. Furthermore, other private and public utility agencies have offered substantial increases to their team members in an effort to retain and attract qualified electric utility employees. Without these increases our small City Utility runs a real risk of continuing to lose employees and not being able to replace them.

Staff recommends that Council adopt a Resolution (Attachment 2) approving the Side Letter Agreement with IBEW Local 1245 and authorizing the City Manager to execute.

Recommended Action: Adopt a Resolution approving a side letter agreement to the current Memorandum of Understanding between the City of Ukiah and IBEW Local 1245, and authorize the City Manager to Execute.

BUDGET AMENDMENT REQUIRED: N/A
CURRENT BUDGET AMOUNT: Included in the FY 2023/24 Budget.

PROPOSED BUDGET AMOUNT: Included in the FY 2023/24 Budget.

FINANCING SOURCE: Electric Enterprise Fund
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Dan Buffalo, Finance Director; Sheri Mannion, HR/Risk Management Director

SIDE LETTER OF AGREEMENT
Between
The City of Ukiah
And
International Brotherhood of Electrical Workers, Local 1245 This Side Letter of Agreement (“Agreement”) is entered into by and between the City of Ukiah (“City”) and the International Brotherhood of Electrical Workers, Local 1245 (“Local 1245”) (collectively referred to as “Parties”). Having met and conferred in accordance with Government Code section 3500, et. seq., the City and the Local 1245, effective upon execution of this Agreement and adoption by City Council, agree to amend, add to and clarify the Parties’ current Side Letter Agreements and Memorandum of Understanding (“MOU”) as follows:

1. Side Letter Agreement 1. and Article 3.1 Salary of the MOU is replaced with the following:

Effective upon the first full pay period following Council approval and ratification of this agreement, unit members will receive salary adjustments per the attached salary schedule (Exhibit A).

Effective the first full pay period in September 2023, all unit members shall receive a 5% salary increase.

Effective the first full pay period following September 19, 2024, all classifications will receive a 3% salary increase to base salary, unless the local economic benchmark – consisting of total revenue collected for property tax, sales tax and transient occupancy tax – falls below the combined total for the past audited Fiscal Year of 2022/2023. Should the audited revenues fall below the benchmark, the increase will revert to the CPI calculation of the average of U.S. City and SF-Oakland-Hayward figures for April, to a maximum of 3%. In no case shall this result in a decrease in compensation.

2. Article 3.7 Lineman Apprentice Program of the MOU will be replaced with the following:

The Apprentice Program has established an Electric Lineman Apprentice Program.

Apprentice positions will only be considered when a new Lineman position has been created or a vacancy exists. An apprentice position will be created solely at the discretion of the Electric Utility Director and the approval of the City Manager.

A. Qualifications
The Program duration will be forty-two months. To be eligible to enter into the apprenticeship program, a candidate must pass an appropriate entrance examination and meet whatever other minimum requirements may be established for that classification. Vacancies in apprenticeship program will be announced through the normal recruitment procedures.

Attachment 1

B. Probationary Period
Employees in the Apprentice Lineman and Apprentice Utility Technician classifications remain on a probationary status that is in effect for 1 year. The City retains its sole discretion to determine whether an Apprentice completes probation.

C. Advancement
Progress through the apprentice program will require passing tests for each step of the program as part of the individual’s participation in the Joint Apprenticeship Training Program as provided by the City. The Electric Superintendent shall review and evaluate the progress of each Apprentice during the program. Employees in the Apprentice classification shall receive a performance evaluation every six months during their apprenticeship and be eligible for a step increase upon receipt of a satisfactory evaluation.

3. Side Letter Agreement 2. and Article 3.13 High Voltage Electrical Glove Certification of the MOU will be replaced with the following:

Rubber glove certification is required for all Lineman within 60 days following their date of hire, subject to the City providing said training within that timeframe. The City will provide High Voltage Rubber Glove Certification training and refresher training for Journey level Lineman and apprentices.

4. Side Letter Agreement 3. and Article 25. Term of the MOU will be replaced with the following:

The term of this agreement shall be extended from September 19, 2018 through September 18, 2025.

5. Article XVI. SAFETY will be replaced with the following:

The City desires to maintain a safe place of employment for City employees and to that end, shall make all reasonable provisions necessary for the safety of employees in the performance of their work.

In order to accomplish this, the City shall:
a. Take steps to assure that capable, responsible supervision regularly make inspections of all operations on the job site.
b. Take adequate steps to control job hazards; both unsafe physical conditions, including methods and processes, and unsafe actions of people. c. Assure that tailgate meetings are held on all jobs in order to brief the employees on hazards connected with the work to be performed, to plan the work and to emphasize safety in the performance of the work.
d. Hold regular monthly safety meeting for the purpose of reviewing accidents and preventing their recurrence, eliminating hazardous conditions, familiarizing employees with safe work procedures and applicable State Safety Orders and providing training in first aid.

16.1 Uniforms and Safety Equipment
City will comply with all applicable Title 8, SB198, Cal-OSHA, and Federal OSHA Safety rules.

A. Inclement Weather Gear
The City will provide rain and protective gear for all employees required to work outside in inclement weather, to include hat, coat, pants and boots.

B. Safety Clothing
If by law or regulation, due to hazard evaluation or Cal OSHA, an employee is required to wear Fire Retardant (FR) clothing on a daily basis, the City shall provide all required FR clothing. The City shall provide five (5) FR pants, and five (5) FR shirts annually and one (1) FR sweatshirt. This is required for all qualified electrical workers.
1) Uniforms
When and employee, who is not a qualified electrical worker, is required to wear a uniform on a daily basis, as determined by the Utility Director, the City will provide one shirt, selected by the City to wear during working hours, for every workday the employee is schedule to work. 2) Boots
Climbing Boots. As needed and determined by the Utility Director or designee, the City shall provide an employee who is required to wear climbing boots with one pair of climbing boots with a cost that does not exceed $400. The $400 may include maintenance and repair costs of the climbing boots including but not limited to: shoe laces, toe guards and insoles and shall not exceed the $400 annual cost. At the City’s discretion, the City may provide climbing boots through any method that allows an employee to choose climbing boots that do not cost more than $400 and meet applicable safety requirements. Examples of methods the City could elect to use to provide climbing boots, depending on the circumstances, include, but are not limited to:
a. The City could authorize an employee to purchase climbing boots and submit the original receipt for reimbursement. The Reimbursement method requires the supervisor’s advance authorization. b. An employee could select appropriate climbing boots, and the City would order and pay for the selected boots.

Employees who do not require climbing boots, but work in the field and need work boots, the City will pay up to $300 boot allowance per fiscal year, to be reimbursed as needed upon submission of receipt.

6. This Agreement supersedes any provisions or language in previous policies, the Parties’ current MOU and/or other documents that may conflict with the terms of this Agreement.

All MOU articles, sections and/or supplements not identified herein are to remain as-is.

For the CITY OF UKIAH For the IBEW, LOCAL 1245

__________________________ __________________________
Sage Sangiacomo, City Manager Robert Dean, Business Manager, IBEW Local 1245
___________________________
Kim Camatti, Business Representative,
IBEW Local 1245

Electric Unit - International Brotherhood of Electrical Workers Local 1245 Salary Schedule
Upon Ratificaton of Side Letter Agreement
(7 added steps. 2.5% increases)
Grade Classification Step 0 Step 1 Step 2 Step 3 Step 4 Step 5 Step 6 Step 7 Step 8 Step 9 Step 10 Step 11 5182 Electrical Engineering Technician I Annual $ 66,722.88 $ 70,234.56 $ 73,931.16 $ 77,822.28 $ 81,918.24 $ 86,014.20 $ 90,314.88 $ 94,830.60 $ 97,201.32 $ 99,631.32 $ 102,122.16 $ 104,675.16 Monthly $ 5,560.24 $ 5,852.88 $ 6,160.93 $ 6,485.19 $ 6,826.52 $ 7,167.85 $ 7,526.24 $ 7,902.55 $ 8,100.11 $ 8,302.61 $ 8,510.18 $ 8,722.93 Hourly $ 32.08 $ 33.77 $ 35.54 $ 37.41 $ 39.38 $ 41.35 $ 43.42 $ 45.59 $ 46.73 $ 47.90 $ 49.10 $ 50.32 5282 Apprentice Lineperson Annual $ 82,430.04 $ 86,551.56 $ 90,879.12 $ 95,423.04 $ 100,194.24 $ 102,699.12 $ 105,266.64 $ 107,898.36 $ 110,595.84 $ 113,360.76 $ 116,194.80 $ 119,099.64 Monthly $ 6,869.17 $ 7,212.63 $ 7,573.26 $ 7,951.92 $ 8,349.52 $ 8,558.26 $ 8,772.22 $ 8,991.53 $ 9,216.32 $ 9,446.73 $ 9,682.90 $ 9,924.97 Hourly $ 39.63 $ 41.61 $ 43.69 $ 45.88 $ 48.17 $ 49.37 $ 50.61 $ 51.87 $ 53.17 $ 54.50 $ 55.86 $ 57.26 5085 Electrical Engineering Technician II Annual $ 76,731.48 $ 80,769.96 $ 85,020.96 $ 89,495.76 $ 94,206.12 $ 98,916.48 $ 103,862.28 $ 109,055.40 $ 114,508.20 $ 117,370.92 $ 120,305.16 $ 123,312.84 Monthly $ 6,394.29 $ 6,730.83 $ 7,085.08 $ 7,457.98 $ 7,850.51 $ 8,243.04 $ 8,655.19 $ 9,087.95 $ 9,542.35 $ 9,780.91 $ 10,025.43 $ 10,276.07 Hourly $ 36.89 $ 38.83 $ 40.88 $ 43.03 $ 45.29 $ 47.56 $ 49.93 $ 52.43 $ 55.05 $ 56.43 $ 57.84 $ 59.29 5187 Electrical Engineering Technician III Annual $ 98,916.30 $ 103,862.16 $ 109,055.28 $ 114,508.08 $ 120,233.52 $ 123,239.40 $ 126,320.40 $ 129,478.44 $ 132,715.44 $ 136,033.32 $ 139,434.12 $ 142,920.00 Monthly $ 8,243.03 $ 8,655.18 $ 9,087.94 $ 9,542.34 $ 10,019.46 $ 10,269.95 $ 10,526.70 $ 10,789.87 $ 11,059.62 $ 11,336.11 $ 11,619.51 $ 11,910.00 Hourly $ 47.56 $ 49.93 $ 52.43 $ 55.05 $ 57.80 $ 59.25 $ 60.73 $ 62.25 $ 63.81 $ 65.40 $ 67.04 $ 68.71 5183 Electrical Utility Technician I Annual $ 98,916.30 $ 103,862.16 $ 109,055.28 $ 114,508.08 $ 120,233.52 $ 123,239.40 $ 126,320.40 $ 129,478.44 $ 132,715.44 $ 136,033.32 $ 139,434.12 $ 142,920.00 5083 Lineperson Monthly $ 8,243.03 $ 8,655.18 $ 9,087.94 $ 9,542.34 $ 10,019.46 $ 10,269.95 $ 10,526.70 $ 10,789.87 $ 11,059.62 $ 11,336.11 $ 11,619.51 $ 11,910.00 Hourly $ 47.56 $ 49.93 $ 52.43 $ 55.05 $ 57.80 $ 59.25 $ 60.73 $ 62.25 $ 63.81 $ 65.40 $ 67.04 $ 68.71 5086 Electric Crew Foreman Annual $ 108,807.93 $ 114,248.28 $ 119,960.64 $ 125,958.72 $ 132,256.68 $ 135,563.04 $ 138,952.08 $ 142,425.84 $ 145,986.48 $ 149,636.16 $ 153,377.04 $ 157,211.52 5186 Electrical Utility Technician II Monthly $ 9,067.33 $ 9,520.69 $ 9,996.72 $ 10,496.56 $ 11,021.39 $ 11,296.92 $ 11,579.34 $ 11,868.82 $ 12,165.54 $ 12,469.68 $ 12,781.42 $ 13,100.96 Hourly $ 52.31 $ 54.93 $ 57.67 $ 60.56 $ 63.58 $ 65.17 $ 66.80 $ 68.47 $ 70.19 $ 71.94 $ 73.74 $ 75.58 Reportable Special Compensation
Career Step Pay 1%-5% added to base
Exhibit A

CITY OF UKIAH
RESOLUTION NO. [2023-XX]

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH

APPROVING THE SIDE LETTER AGREEMENT BETWEEN THE CITY OF UKIAH AND INTERNATIONAL BROTHERHOOD OF ELECTRICAL WORKERS, LOCAL 1245 WHEREAS, the Memorandum of Understanding (MOU) is the collective bargaining agreement between the City of Ukiah and International Brotherhood of Electrical Workers, Local 1245 (IBEW Local 1245); and
WHEREAS, the current MOU between the City of Ukiah and IBEW Local 1245 is effective September 19, 2018 through September 18, 2024; and
WHEREAS, the Employee/Employer Relations Officer and Human Resources Director have met and conferred in good faith with representatives of IBEW Local 1245, and have reached a Side Letter Agreement and; and
WHEREAS, said Side Letter Agreement has been presented to the City Council for its consideration at its regular meeting on June 21, 2023;
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Ukiah that:

1. An amendment to the MOU with IBEW Local 1245 is hereby approved, a copy of said amendment entitled “Side Letter Agreement to the MOU between the City of Ukiah and IBEW Local 1245” is attached hereto, marked Exhibit A, and incorporated herein by reference.

2. The Resolution shall become effective June 21, 2023.

PASSED AND ADOPTED this 21st day of June, 2023 by the following roll call vote:

AYES:

NOES:

ABSENT:

ABSTAIN: _______________________________
Josefina Duenas, Vice Mayor
ATTEST:
________________________________
Kristine Lawler, City Clerk
Attachment 2

1. Side Letter Agreement 1. and Article 3.1 Salary of the MOU is replaced with the following:

Effective upon the first full pay period following Council approval and ratification of this agreement, unit members will receive salary adjustments per the attached salary schedule (Exhibit A).

Effective the first full pay period in September 2023, all unit members shall receive a 5% salary increase.

Effective the first full pay period following September 19, 2024, all classifications will receive a 3% salary increase to base salary, unless the local economic benchmark – consisting of total revenue collected for property tax, sales tax and transient occupancy tax – falls below the combined total for the past audited Fiscal Year of 2022/2023. Should the audited revenues fall below the benchmark, the increase will revert to the CPI calculation of the average of U.S. City and SF-Oakland-Hayward figures for April, to a maximum of 3%. In no case shall this result in a decrease in compensation.

2. Article 3.7 Lineman Apprentice Program of the MOU will be replaced with the following:

The Apprentice Program has established an Electric Lineman Apprentice Program.

Apprentice positions will only be considered when a new Lineman position has been created or a vacancy exists. An apprentice position will be created solely at the discretion of the Electric Utility Director and the approval of the City Manager.

A. Qualifications
The Program duration will be forty-two months. To be eligible to enter into the apprenticeship program, a candidate must pass an appropriate entrance examination and meet whatever other minimum requirements may be established for that classification. Vacancies in apprenticeship program will be announced through the normal recruitment procedures.

Resolution Exhibit A

SIDE LETTER OF AGREEMENT
Between
The City of Ukiah
And
International Brotherhood of Electrical Workers, Local 1245 This Side Letter of Agreement (“Agreement”) is entered into by and between the City of Ukiah (“City”) and the International Brotherhood of Electrical Workers, Local 1245 (“Local 1245”) (collectively referred to as “Parties”). Having met and conferred in accordance with Government Code section 3500, et. seq., the City and the Local 1245, effective upon execution of this Agreement and adoption by City Council, agree to amend, add to and clarify the Parties’ current Side Letter Agreements and Memorandum of Understanding (“MOU”) as follows:

B. Probationary Period
Employees in the Apprentice Lineman and Apprentice Utility Technician classifications remain on a probationary status that is in effect for 1 year. The City retains its sole discretion to determine whether an Apprentice completes probation.

C. Advancement
Progress through the apprentice program will require passing tests for each step of the program as part of the individual’s participation in the Joint Apprenticeship Training Program as provided by the City. The Electric Superintendent shall review and evaluate the progress of each Apprentice during the program. Employees in the Apprentice classification shall receive a performance evaluation every six months during their apprenticeship and be eligible for a step increase upon receipt of a satisfactory evaluation.

3. Side Letter Agreement 2. and Article 3.13 High Voltage Electrical Glove Certification of the MOU will be replaced with the following:

Rubber glove certification is required for all Lineman within 60 days following their date of hire, subject to the City providing said training within that timeframe. The City will provide High Voltage Rubber Glove Certification training and refresher training for Journey level Lineman and apprentices.

4. Side Letter Agreement 3. and Article 25. Term of the MOU will be replaced with the following:

The term of this agreement shall be extended from September 19, 2018 through September 18, 2025.

5. Article XVI. SAFETY will be replaced with the following:

The City desires to maintain a safe place of employment for City employees and to that end, shall make all reasonable provisions necessary for the safety of employees in the performance of their work.

In order to accomplish this, the City shall:
a. Take steps to assure that capable, responsible supervision regularly make inspections of all operations on the job site.
b. Take adequate steps to control job hazards; both unsafe physical conditions, including methods and processes, and unsafe actions of people. c. Assure that tailgate meetings are held on all jobs in order to brief the employees on hazards connected with the work to be performed, to plan the work and to emphasize safety in the performance of the work.
d. Hold regular monthly safety meeting for the purpose of reviewing accidents and preventing their recurrence, eliminating hazardous conditions, familiarizing employees with safe work procedures and applicable State Safety Orders and providing training in first aid.

16.1 Uniforms and Safety Equipment
City will comply with all applicable Title 8, SB198, Cal-OSHA, and Federal OSHA Safety rules.

A. Inclement Weather Gear
The City will provide rain and protective gear for all employees required to work outside in inclement weather, to include hat, coat, pants and boots.

B. Safety Clothing
If by law or regulation, due to hazard evaluation or Cal OSHA, an employee is required to wear Fire Retardant (FR) clothing on a daily basis, the City shall provide all required FR clothing. The City shall provide five (5) FR pants, and five (5) FR shirts annually and one (1) FR sweatshirt. This is required for all qualified electrical workers.
1) Uniforms
When and employee, who is not a qualified electrical worker, is required to wear a uniform on a daily basis, as determined by the Utility Director, the City will provide one shirt, selected by the City to wear during working hours, for every workday the employee is schedule to work. 2) Boots
Climbing Boots. As needed and determined by the Utility Director or designee, the City shall provide an employee who is required to wear climbing boots with one pair of climbing boots with a cost that does not exceed $400. The $400 may include maintenance and repair costs of the climbing boots including but not limited to: shoe laces, toe guards and insoles and shall not exceed the $400 annual cost. At the City’s discretion, the City may provide climbing boots through any method that allows an employee to choose climbing boots that do not cost more than $400 and meet applicable safety requirements. Examples of methods the City could elect to use to provide climbing boots, depending on the circumstances, include, but are not limited to:
a. The City could authorize an employee to purchase climbing boots and submit the original receipt for reimbursement. The Reimbursement method requires the supervisor’s advance authorization. b. An employee could select appropriate climbing boots, and the City would order and pay for the selected boots.

Employees who do not require climbing boots, but work in the field and need work boots, the City will pay up to $300 boot allowance per fiscal year, to be reimbursed as needed upon submission of receipt.

6. This Agreement supersedes any provisions or language in previous policies, the Parties’ current MOU and/or other documents that may conflict with the terms of this Agreement.

All MOU articles, sections and/or supplements not identified herein are to remain as-is.

For the CITY OF UKIAH For the IBEW, LOCAL 1245

__________________________ __________________________
Sage Sangiacomo, City Manager Robert Dean, Business Manager, IBEW Local 1245
___________________________
Kim Camatti, Business Representative,
IBEW Local 1245

Electric Unit - International Brotherhood of Electrical Workers Local 1245 Salary Schedule
Upon Ratificaton of Side Letter Agreement
(7 added steps. 2.5% increases)
Grade Classification Step 0 Step 1 Step 2 Step 3 Step 4 Step 5 Step 6 Step 7 Step 8 Step 9 Step 10 Step 11 5182 Electrical Engineering Technician I Annual $ 66,722.88 $ 70,234.56 $ 73,931.16 $ 77,822.28 $ 81,918.24 $ 86,014.20 $ 90,314.88 $ 94,830.60 $ 97,201.32 $ 99,631.32 $ 102,122.16 $ 104,675.16 Monthly $ 5,560.24 $ 5,852.88 $ 6,160.93 $ 6,485.19 $ 6,826.52 $ 7,167.85 $ 7,526.24 $ 7,902.55 $ 8,100.11 $ 8,302.61 $ 8,510.18 $ 8,722.93 Hourly $ 32.08 $ 33.77 $ 35.54 $ 37.41 $ 39.38 $ 41.35 $ 43.42 $ 45.59 $ 46.73 $ 47.90 $ 49.10 $ 50.32 5282 Apprentice Lineperson Annual $ 82,430.04 $ 86,551.56 $ 90,879.12 $ 95,423.04 $ 100,194.24 $ 102,699.12 $ 105,266.64 $ 107,898.36 $ 110,595.84 $ 113,360.76 $ 116,194.80 $ 119,099.64 Monthly $ 6,869.17 $ 7,212.63 $ 7,573.26 $ 7,951.92 $ 8,349.52 $ 8,558.26 $ 8,772.22 $ 8,991.53 $ 9,216.32 $ 9,446.73 $ 9,682.90 $ 9,924.97 Hourly $ 39.63 $ 41.61 $ 43.69 $ 45.88 $ 48.17 $ 49.37 $ 50.61 $ 51.87 $ 53.17 $ 54.50 $ 55.86 $ 57.26 5085 Electrical Engineering Technician II Annual $ 76,731.48 $ 80,769.96 $ 85,020.96 $ 89,495.76 $ 94,206.12 $ 98,916.48 $ 103,862.28 $ 109,055.40 $ 114,508.20 $ 117,370.92 $ 120,305.16 $ 123,312.84 Monthly $ 6,394.29 $ 6,730.83 $ 7,085.08 $ 7,457.98 $ 7,850.51 $ 8,243.04 $ 8,655.19 $ 9,087.95 $ 9,542.35 $ 9,780.91 $ 10,025.43 $ 10,276.07 Hourly $ 36.89 $ 38.83 $ 40.88 $ 43.03 $ 45.29 $ 47.56 $ 49.93 $ 52.43 $ 55.05 $ 56.43 $ 57.84 $ 59.29 5187 Electrical Engineering Technician III Annual $ 98,916.30 $ 103,862.16 $ 109,055.28 $ 114,508.08 $ 120,233.52 $ 123,239.40 $ 126,320.40 $ 129,478.44 $ 132,715.44 $ 136,033.32 $ 139,434.12 $ 142,920.00 Monthly $ 8,243.03 $ 8,655.18 $ 9,087.94 $ 9,542.34 $ 10,019.46 $ 10,269.95 $ 10,526.70 $ 10,789.87 $ 11,059.62 $ 11,336.11 $ 11,619.51 $ 11,910.00 Hourly $ 47.56 $ 49.93 $ 52.43 $ 55.05 $ 57.80 $ 59.25 $ 60.73 $ 62.25 $ 63.81 $ 65.40 $ 67.04 $ 68.71 5183 Electrical Utility Technician I Annual $ 98,916.30 $ 103,862.16 $ 109,055.28 $ 114,508.08 $ 120,233.52 $ 123,239.40 $ 126,320.40 $ 129,478.44 $ 132,715.44 $ 136,033.32 $ 139,434.12 $ 142,920.00 5083 Lineperson Monthly $ 8,243.03 $ 8,655.18 $ 9,087.94 $ 9,542.34 $ 10,019.46 $ 10,269.95 $ 10,526.70 $ 10,789.87 $ 11,059.62 $ 11,336.11 $ 11,619.51 $ 11,910.00 Hourly $ 47.56 $ 49.93 $ 52.43 $ 55.05 $ 57.80 $ 59.25 $ 60.73 $ 62.25 $ 63.81 $ 65.40 $ 67.04 $ 68.71 5086 Electric Crew Foreman Annual $ 108,807.93 $ 114,248.28 $ 119,960.64 $ 125,958.72 $ 132,256.68 $ 135,563.04 $ 138,952.08 $ 142,425.84 $ 145,986.48 $ 149,636.16 $ 153,377.04 $ 157,211.52 5186 Electrical Utility Technician II Monthly $ 9,067.33 $ 9,520.69 $ 9,996.72 $ 10,496.56 $ 11,021.39 $ 11,296.92 $ 11,579.34 $ 11,868.82 $ 12,165.54 $ 12,469.68 $ 12,781.42 $ 13,100.96 Hourly $ 52.31 $ 54.93 $ 57.67 $ 60.56 $ 63.58 $ 65.17 $ 66.80 $ 68.47 $ 70.19 $ 71.94 $ 73.74 $ 75.58 Reportable Special Compensation
Career Step Pay 1%-5% added to base
Exhibit A

Agenda Item No: 8.g.

MEETING DATE/TIME: 6/21/2023

ITEM NO: 2023-2814

AGENDA SUMMARY REPORT
SUBJECT: Approval of Contract Amendment for Additional SCADA System Upgrade Work at the Water Treatment Plant, and Approval of Corresponding Budget Amendment Using Water Reserve Funds in the Amount of $133,869.21.

DEPARTMENT: Public Works PREPARED BY: Seth Strader, Administrative Analyst PRESENTER: Sean White, Water Resources Director
ATTACHMENTS:

1. February 3, 2021, Staff Report - WTP SCADA Upgrade

2. JM Original Proposal

3. JM CO 1
Summary: Council will consider approval of a contract amendment for additional SCADA system upgrade work for the Water Treatment Plant, and consider approval of a corresponding budget amendment using Water Reserve Funds in the amount of $133,869.21.

Background: On March 3, 2021, JM Integration, Inc was awarded the contract for SCADA system upgrades at the Water Treatment Plant, wells and other supporting facilities. See Attachment 1 for a copy of the ASR Award and Attachment 2 for the original proposal. The upgrade work consists of replacing the original SCADA system installed in 2005, which has not been supported by the manufacturer since 2017. Upgrades include expanded functionality, cloud access and training Staff on the new system.

Discussion: As JM Integration began the upgrade process, it was determined that the existing controllers would need to be changed to allow for the latest required software, future programming and expanded ethernet connectivity and security. These controllers will be supported by two Dell servers and workstations. JM Integration proposed a change for this additional work. See Attachment 2. Staff found the proposed fee to commensurate with the Scope of Work.

The budget amendment, if approved, will authorize increasing this project’s total to $393,625.21.

Recommended Action: Approve a Contract Amendment for additional SCADA system upgrade work for the Water Treatment Plant, and consider approving a corresponding budget amendment using Water Reserve Funds in the amount of $133,869.21.

BUDGET AMENDMENT REQUIRED: YES
CURRENT BUDGET AMOUNT: 82027111.80100.18050: $0
PROPOSED BUDGET AMOUNT: 82027111.80100.18050: $133,869.21 FINANCING SOURCE: Water Reserve Funds
PREVIOUS CONTRACT/PURCHASE ORDER NO.: 2021-167
COORDINATED WITH: Tim Eriksen, Director of Public Works, Sean White, Water Resources Director and Michelle Waganet, WTP Supervisor
DIVERSITY-EQUITY INITIATIVES (DEI):

CLIMATE INITIATIVES (CI): 7a – Expand sustainable water practices.

GENERAL PLAN ELEMENTS (GP):

Agenda Item No: 7.e.

MEETING DATE/TIME: 2/3/2021
ITEM NO: 2021-680

AGENDA SUMMARY REPORT
SUBJECT: Approval of Agreement with JM Integration for SCADA Upgrades at the Water Treatment Plant in the amount of $259,756, and Approval of Corresponding Budget Amendment.

DEPARTMENT: Water
Resources PREPARED BY: Sean White, Water Resources Director, Jarod Thiele,Public Works Management Analyst PRESENTER: Consent Calendar
ATTACHMENTS:

1. JM Integration Proposal
Summary: Council will consider approving an agreement with JM Integration for SCADA upgrades at the Water Treatment Plant in the amount of $259,756, and approving a corresponding budget amendment.

Background: The Supervisory Control and Data Acquisition (SCADA) System at the Water Treatment Plant is the main software tool for managing the City's drinking water system. The current system was installed in 2005. The system has become obsolete and the manufacturer stopped support in 2017. Since that time, the Water Resources Department has been working with the Procurement Department to secure a new vendor in order to upgrade the system.

Discussion: A Request for Proposal (RFP) was released and three firms responded: JM Integration, Systems Integrated and Telstar Instruments. Staff reviewed the proposals. The proposal received from JM Integration (Attachment 1) was found the most responsive, with a proposed amount of $259,756. Telstar Instruments submitted a price of $48,700, but the price did not cover the scope as requested. Systems Integrated submitted a price of $295,900.

Staff is therefore recommending the approval of a contract with JM Integration in the amount of $259,756, as well as approval of a corresponding budget amendment.

Please note that this project was on the 5-Year Capital Improvement Plan, and budget was approved for the 19/20 fiscal year. However, at the time it was known that this would not be awarded in that year, it was too late to amend the budget for the 20/21 fiscal year - thus the corresponding request for a budget amendment.

Recommended Action: Approve agreement with JM Integration for SCADA upgrades at the Water Treatment Plant in the amount of $259,756, and approve corresponding budget amendment.

BUDGET AMENDMENT REQUIRED: Yes
CURRENT BUDGET AMOUNT: 82027111.80100.18050: $0
PROPOSED BUDGET AMOUNT: 82027111.80230.18050: $259,756
FINANCING SOURCE: Water Fund
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Mary Horger, Financial Services Manager ATTACHMENT 1

Request for Proposal
SCADA Service Provider for the SCADA System Upgrade
And Ongoing Maintenance at the Water Treatment Plant
Due Date: 5:00 p.m. (PST), December 8, 2020
Proposal submitted by:

Jack Miller, Owner
JM Integration LLC
250 Brookdale Drive
Vacaville, CA 95687
(888) 536-8623 Main
(707) 890-3595 Fax
[email protected]
Proposal submitted to:

Mary Horger, Financial Services Manager
City of Ukiah
411 West Clay Street
Ukiah, CA 95482
(707) 463-6233
[email protected]
ATTACHMENT 2

Table of Contents
A. Cover Letter......................................................................................................................................................... 1 B. Project Understanding and Proposed Approach ............................................................................................ 2 C. Project Team........................................................................................................................................................ 6 D. Experiences and References............................................................................................................................. 9 E. Additional Information...................................................................................................................................... 10 F. Cost Proposal .................................................................................................................................................... 10 G. Proposed Project Schedule............................................................................................................................. 15 H. Exceptions......................................................................................................................................................... 19

A. Cover Letter
JM Integration LLC is pleased to submit this proposal for services to support City of Ukiah in achieving its goals for the SCADA System Upgrade and Ongoing Maintenance at the Water Treatment Plant JM Integration LLC is a leading systems integrator specializing in industrial automation and controls for water and wastewater applications. With over 20 years of experience in electrical, instrumentation, and PLC/HMI programming we can offer a wide range of services that is both professional and cost-effective. We are committed to exceeding our clients’ needs by providing simple effective solutions based on industry standards and best practices that are functional, sustainable and value driven.

JM Integration LLC was established February 6, 2018 as a single member LLC located in Vacaville, California. Jack Miller is both the owner and operator, a bona fide Jack of all trades. Although we are a relatively new company, our personal experience in the Water and Wastewater Industry is not. With over 20 years of experience working specifically but not exclusively on:
• Allen Bradley
• Automation Direct
• GE
• Siemens
• Emerson
• Rockwell Software
• Wonderware
• Schneider Electric
• Inductive Automation
Most of these are considered to be the top manufacturers in automation and control products and we take pride in staying up to date on the latest technology so we can provide our clients’ with the best solutions our industry has to offer.

We believe our wide range of services is what sets us apart from other providers. JM Integration LLC currently has no employees. At first glance, that may seem like a disadvantage but when we arrive on site or answer your call you have electrical, instrumentation and PLC/HMI programming at your full disposal. Most companies must coordinate and schedule different departments within their organizations, and even some may not provide all these services. This can sometimes lead to further delays and additional costs which in turn increases downtime on mission critical processes.

Our mission is to build trust and deliver value. We do this by applying a 3-step process in every project:

1. We listen. Listening is key to all effective communication. Without the ability to listen effectively, messages are easily misunderstood. We realize that no one understands a process or piece of equipment better than the people working on it every day. By taking the first step and listening to our customers ensures understanding, improves accuracy, and places value on your opinions and experience.

2. We plan. Planning facilitates goals and determines success. It reduces risk and increases efficiency. Having a plan keeps everyone on the same page. It is an invaluable tool in the decision-making process during a project. By combining customer input with industry standards, we create a plan that guarantees the best service every time.

3. We exceed. We believe that by giving our customers more than what is expected we are providing valueadded service. It says that we care and have a strong attention to detail. By listening to your needs and creating a plan for success, we are given the opportunity to exceed expectations. We are customer focused and your experience is at the center of every decision we make.

Thank you for your time and consideration,
Jack Miller | Owner | JM Integration LLC
[email protected]
(707) 365-1843
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JM Integration LLC: Proposal for Water Treatment Plant SCADA Upgrade B. Project Understanding and Proposed Approach
Scope of Work
The primary goal of this project is to provide services related to upgrading the existing SCADA system at the City’s Water Treatment Plant. The City would also like to add several additional facilities for monitoring to the proposed new SCADA system. This includes but is not limited to the following locations:
• Well 3
• Well 7
• Well 8
• Ford Lift Station
• El Dorado Lift Station
• Vichy Lift Station
The selected contractor shall provide engineering, installation and wiring for new PLCs, conversion of the general control programs to the new PLCs including documentation, all programming for the SCADA and alarms, testing of system, as-built drawings and copies of all logic programming. It is our understanding that the overall project will be broken down into these 5 general areas:
1) Review the existing SCADA system for the Water Utility 2) Propose recommended update to software and hardware, 3) Complete recommended updates,
4) Provide post-project support, and
5) On-going maintenance for an initial 3-year term after project completion.

To ensure a successful execution of this project and its goals we recommend organizing the project into 3 main components: (1)Network Communications, (2)Process Automation System (PAS), and (3)Supervisory Control and Data Acquisition (SCADA). Similarly to building a house a robust and reliable communication network is the foundation of a well operating Industrial Control System (ICS). Without this, the accuracy and integrity of the data you are monitoring and controlling is considered untrustworthy and will cause operations to doubt the system. The PAS is the link between your process and SCADA. Creating clear and concise control strategies will provide effective and efficient process control. Collaboration with the City staff and JM Integration LLC’s industry experience results in a customized solution based on industry standards and best practices. The final piece of the execution phase is SCADA. By this stage of the project, we will have gained tremendous insight on how the system will be used and can design an interface that is functional, sustainable and value driven. In todays world with the advancement of technology we can do more with less. Because of this, the demands of an operator require remote access and controls that are safe and secure as oppose to a standard stationary console. This can be accomplished by using Cybersecurity standards. An assessment can be performed to determine what specific needs there are without having to sacrifice accessibility and performance. Once the Site Acceptance Test (SAT) is complete we will provide training for the City’s operation and maintenance staff to familiarize themselves with the new SCADA system.

The following tasks shall be completed to fulfill the aforementioned project goals. It is by these deliverables that the success of the project will be determined.

Task 1 – Design Planning Services

1.1 Develop Communications Network Design
The existing local control network is a combination of Category 5 (CAT5) and Fiber-optic cables that communicate via Ethernet, serial cables that communicate via RS-232, and wireless technology using unlicensed radios (900MHz), mobile broadband and Wi-Fi. Furthermore, existing documentation no longer provides an accurate depiction of the network and makes troubleshooting cumbersome. To remedy this, a simple and reliable solution must first be developed. For example, adding high availability features which provide redundancy and fault tolerance ensure this network is always available even in the event of a failure. 2

JM Integration LLC: Proposal for Water Treatment Plant SCADA Upgrade

1.1.1 Collaborate with the City of Ukiah Project Management Team (PMT) to determine hardware and software specifications based on industry standards and best practices.

1.1.2 Collaborate with the selected network equipment vendor to determine hardware and software specifications based on industry standards and best practices.

1.1.3 Design a network system that provides an acceptable level of redundancy and fault tolerance.

1.1.4 Design a network system that provides an acceptable level of security and control access

1.1.5 Provide drawings and specifications for the upgrade or replacement of existing communication network for SCADA and programmable logic controllers (PLCs).

1.2 Develop Cloud SCADA Architecture Design
Cloud based servers are increasingly common, but it is important to educate your organization on the risks associated with them. Cyberspace and its underlying infrastructure are vulnerable to a wide range of risk stemming from both physical and cyber threats and hazards. This design scheme will provide some guidelines that address many potential security issues and offer recommendations on how to better protect your system.

This type of architecture is ideal in smaller organizations since you do not have to worry about maintaining a server. Additionally, there is no on-site IT staff required to monitor the system.

1.2.1 Collaborate with the City of Ukiah PMT to determine hardware and software specifications based on industry standards and best practices.

1.2.2 Collaborate with the selected SCADA software vendor to determine hardware and software specifications based on industry standards and best practices.

1.2.3 Design a SCADA system that provides an acceptable level of redundancy and fault tolerance

1.2.4 Design a SCADA system that provides an acceptable level of security and control access

1.2.5 Provide drawings and specifications for the upgrade or replacement of existing SCADA software architecture.

1.3 Develop Programmable Logic Controller (PLC) Standards To simplify design, improve operations, and increase safety and reliability, standards that define how PLCs are to be programmed and installed will be needed. When standards are in place, there are fewer problems that could lead to costly delays or safety incidents.

1.3.1 Collaborate with the City of Ukiah PMT to determine hardware and software specifications based on industry standards and best practices.

1.3.2 Collaborate with the selected PLC vendor to determine hardware and software specifications based on industry standards and best practices.

1.3.3 Provide documentation that defines the standards to be used for the supply and programming of all new PLCs. This includes hardware, software, and wiring tag designations.

1.4 Develop Human-Machine Interface (HMI) Standards
To simplify design, improve operations, and increase safety and reliability, standards that define how HMIs are to be programmed and installed will be needed. When standards are in place, there are fewer problems that could lead to costly delays or safety incidents.

1.4.1 Collaborate with the City of Ukiah PMT to determine development and software specifications based on industry standards and best practices.

1.4.2 Collaborate with the selected HMI vendor to determine hardware and software specifications based on industry standards and best practices.

1.4.3 Provide documentation that defines the standards to be used for the development and programming of all new HMIs. This includes database definitions, displays, access controls, security, alarms, and templates.
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JM Integration LLC: Proposal for Water Treatment Plant SCADA Upgrade

1.5 Develop Asset Tag Standards
The need to share data among plant floor and management is becoming more common. As we continue to advance with technology and automation, a common standardized naming system for assets will be developed that will enhance integration capabilities to other types of business software such as Computerized Maintenance Management Software (CMMS) or Systems, Applications and Products (SAP).

1.5.1 Collaborate with the City of Ukiah PMT to determine development and specifications of all new and upgraded asset tags based on industry standards and best practices.

1.5.2 Provide documentation that defines the standards to be used for the development and identification of asset tags throughout the SCADA system.

1.6 Develop Control Strategies
The existing programming will need to be converted to the new programming language and to comply with the standards developed under Task 1.3. Additional monitoring and controls may need to be developed, as determined during detailed design. Therefore, it is recommended that control strategy narratives be developed for all PLCs.

1.6.1 Collaborate with the City of Ukiah PMT to design specifications based on existing operations, industry standards and best practices.

1.6.2 Develop process and instrumentation diagrams (P&IDs) from existing plant drawings and documentation, based on as-built drawings from the 1992 and 2005 projects.

1.6.3 Develop narratives for control strategies based on existing logic programming, and include additional monitoring and controls determined during design.

1.7 Develop PLC Panels Design
The existing PLCs are GE Series 90-30 controllers and have reached the end of their lifecycle on October 1, 2017. Replacement of these controllers is an essential element of the SCADA upgrade process. Some examples of things to consider when selecting and designing are reliability, serviceability, cost, long-term effectiveness, compatibility, and vendor support.

1.7.1 Collaborate with the City of Ukiah PMT to design specifications based on existing operations, complexity of the process developed under Task 1.6, communication protocols developed under Task

1.1, and industry standards and best practices for the replacement of all PLCs.

1.7.2 Provide drawings and specifications that define the guidelines to be used for the manufacturing of all new PLC control panels.

1.8 Develop Execution Documentation
The final step in the design phase is to prepare construction documents for the execution phase of the City of Ukiah SCADA Improvements Project. These documents will combine most of the drawings and specifications developed in the preceding Tasks. The success of this project will be determined by the adherence to the guidelines and standards for the manufacturing, installation, programming, testing and operation of a new SCADA system.

1.8.1 Drawings will be prepared using AutoCAD or similar. 11”x17” will be provided in the submittal

1.8.2 Specifications will be prepared using Microsoft Word. PDF format will be provided in the submittal. 4

JM Integration LLC: Proposal for Water Treatment Plant SCADA Upgrade Task 2 – Design Execution Services

2.1 Project Management Team
Provide overall project management, which includes supervision of work, planning and monitoring schedule, reviewing, and submitting invoices, coordination with City of Ukiah staff, and training.

2.1.1 Documentation will include project scope, organization chart, roles and responsibilities, communication protocols, schedules, task assignments and other items as needed.

2.1.2 Coordinate meetings and prepare agendas as needed, draft and final minutes.

2.1.3 Prepare and provide invoices, field reports, purchasing documents, and other items as needed upon request.

2.1.4 Coordinate and provide training of new SCADA system for City of Ukiah staff.

2.2 Build and Commission New PLC Panels
The existing treatment facility must remain functional during the construction periods. Modification of project execution elements must be sequenced to allow the treatment process to function without interruption of treatment capability.

2.2.1 All other existing PLCs shall remain operational until cut over to the new PLCs is completed.

2.2.2 All new PLCs shall be fully tested and approved by City of Ukiah staff before installation.

2.2.3 Build, install & test new Package Plant Control Panel (PPCP) PLC panel. After completion, removal of pre-existing PLC panel.

2.2.4 Build, install & test new High Service Pump Station (HSPS) PLC panel. After completion, removal of pre-existing PLC panel.

2.2.5 Build, install & test new Raw Water Pump Station (RWPS) PLC panel. After completion, removal of pre-existing PLC panel.

2.3 Build and Commission New SCADA Software
The existing treatment facility must remain functional during the construction periods. Modification of project execution elements must be sequenced to allow the treatment process to function without interruption of treatment capability.

2.3.1 All existing operator workstations shall remain operational until cut over to the new SCADA system is completed.

2.3.2 All new HMIs shall be fully tested and approved by City of Ukiah Supervisor before installation.

Coordinate with JM Integration LLC staff for location of new thin client console.

2.3.3 Build, install & test new SCADA software. After completion, removal of pre-existing SCADA software and related equipment.

2.4 Programming Services
Provide system integration by way of PLC/HMI programming and development, startup and testing as defined by role of System Integrator in the City of Ukiah SCADA Improvements Project documents.

2.4.1 All hardware and software for this project shall be furnished and installed by JM Integration LLC

2.4.2 Develop, install & test new Package Plant Control Panel (PPCP) PLC/HMI programming using the corresponding control strategy.

2.4.3 Develop, install & test new High Service Pump Station (HSPS) PLC/HMI programming using the corresponding control strategy.

2.4.4 Develop, install & test new Raw Water Pump Station (RWPS) PLC/HMI programming using the corresponding control strategy.
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JM Integration LLC: Proposal for Water Treatment Plant SCADA Upgrade

2.5 Install RTU Communications
The existing facilities must remain functional during the construction periods. Modification of project execution elements must be sequenced to allow the process to function without interruption of treatment capabilities.

Provide system integration by way of telemetry programming and development, startup and testing as defined by role of System Integrator in the City of Ukiah SCADA Improvements Project documents.

2.5.1 All hardware and software for this project shall be furnished and installed by JM Integration LLC

2.5.2 Install & test new communications equipment including programming and integration into new SCADA system
Task 3 – Support and Ongoing Maintenance

3.1 Post Project Support
Once the Site Acceptance Test (SAT) is complete we will provide training for the City’s operation and maintenance staff to familiarize themselves with the new SCADA system.

3.2 Ongoing Maintenance
Responding to requests promptly and following through on promises in a timely manner is important as this demonstrates reliability. In addition to regularly submitted documents such as field reports and invoices, copies and other records can be provided upon request. Our office provides all necessary space and support to operate at no additional cost or expense to customers.

Our normal business hours are Monday-Friday from 9 AM to 5 PM. We can be reached outside normal business hours by visiting our website https://www.jmintegration.com/contact or calling (888) 536-8623. Calls are answered in the order received and response times are typically within 2 hours.

Deliverables
• SCADA system documentation, as requested
• Onsite support, as needed
• Remote support, as needed
On-site Support Service Response Time
JM Integration LLC is available to respond to any emergency or troubleshooting calls on a 24/7 basis, including weekends and holidays. Typical response time for non-emergency requests is less than 2 hours of receipt of the request with a maximum of 4 hours. On-site support is provided in a timely manner and can be scheduled within 24 hours.

Virtual Private Network Access
JM Integration LLC maintains reliable internet access and understands Virtual Private Network (VPN) technology. We are familiar and help several water wastewater customers using this and other methods such as LogMeIn, TeamViewer, VNC, etc.

C. Project Team
Jack Miller is both the owner and operator and has over 20 years of experience working with industrial automation and controls. JM Integration LLC will perform all tasks and responsibilities, no subconsultants or subcontractors will be used for this project.
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