Ukiah City Council
June 1, 2022

FORD AND ORCHARD LIFT STATION REPLACEMENT 10 Spec. No. 22-02 claims brought or made on account of this contract. The Contractor shall, if requested by the Engineer, furnish acceptable proof of a proper release from all such fees or classes.

Should the Contractor, his or her agents, servants or employees, or any of them be enjoined from furnishing or using any invention, article, material or appliance supplied or required to be supplied or used under this contract, the Contractor shall promptly substitute other articles, materials or appliance, in lieu thereof, of equal efficiency, quality, finish, suitability and market value and satisfactory in all respects to the Engineer. Or, in the event that the Engineer elects, in lieu of such substitution, to have supplied and to retain and use, any such invention, article, material or appliance, as may by this contract be required to be supplied, in that event the Contractor shall pay such royalties and secure such valid licenses as may be requisite and necessary for the City, its officers, agents, servants and employees, or any of them, to use such invention, article, material or appliance without being disturbed or in any way interfered with by any proceeding in law or equity on account thereof. Should the Contractor neglect or refuse to make the substitution promptly, or to pay such royalties and secure such licenses as may be necessary, then in that event the Engineer shall have the right to make such substitution, or the City may pay such royalties and secure such licenses and charge the cost thereof against any money due to the Contractor from the City or recover the amount thereof from him or her and his or her sureties notwithstanding final payment under this contract may have been made.
6-07. Protection of Contractor's Work Property. The Contractor shall protect his or her work, supplies and materials from damage due to the nature of the work, the action of the elements, trespassers, or any cause whatsoever under his or her control, until the completion and acceptance of the work. Neither the City nor any of its agents assumes any responsibility for collecting indemnity from any person or persons causing damage to the work of the Contractor.
6-08. Regulations and Permits. The Contractor shall secure and pay for all permits, give all notices and comply with all laws, ordinances, rules and regulations bearing on the conduct of the work as drawn and specified. If the Contractor observes that the Plans and Special Provisions are at variance therewith, he or she shall promptly notify the Engineer in writing and any necessary changes shall be adjusted as provided in the contract for changes in the work. The contractor and any subcontractors shall each secure and maintain a valid City of Ukiah Business License. The City of Ukiah will issue a no fee encroachment permit to the Contractor allowing him or her to perform work within City right of way or within City property after the Contract Documents have been executed and insurance certificates and endorsements have been approved by the City. 6-09. Construction Utilities. The Contractor shall be responsible for providing for and in behalf of his or her work under this contract, all necessary utilities, such as special connection to water supply, telephones, power lines, fences, roads, watchmen, suitable storage places, etc.
6-10. Approval of Contractor's Plans. The approval by the Engineer of any drawing or any method of work proposed by the Contractor in accordance with paragraph 8-06 shall not relieve the Contractor of any of his or her responsibility for his or her errors therein and shall not be regarded as any assumption of risk or liability by the City or any officer or employee thereof and the Contractor shall have no claim under this contract on account of the failure or partial failure or inefficiency of any plan or method so approved. Such approval shall be considered to mean merely that the Engineer has no objection to the Contractor's using, upon his or her own full responsibility the plan or method approved.
6-11. Suggestions to the Contractor. Any plan or method of work suggested by the Engineer to the Contractor, but not specified or required, if adopted or followed by the Contractor in whole or in part, shall be used at the risk and responsibility of the Contractor; and the Engineer and the City shall assume no responsibility thereof. 6-12. Termination of Unsatisfactory Subcontracts. Should any subcontractor fail to perform in a satisfactory manner the work undertaken by him, such subcontract shall be terminated immediately by the Contractor upon notice from the Engineer.
6-13. Preservation of Stakes and Marks. The Contractor shall preserve carefully bench marks, reference points and stakes and in case of destruction he or she shall replace his or her stakes, reference points and bench marks and shall be responsible for any mistakes that may be caused by their unnecessary loss or disturbance.

Contractor’s attention is directed to Section 7-03 of these Special Provisions.

FORD AND ORCHARD LIFT STATION REPLACEMENT 11 Spec. No. 22-02 6-14. Assistance to Engineer. At the request of the Engineer the Contractor shall provide men from his or her force and tools, stakes and other materials to assist the Engineer temporarily in making measurements and surveys and in establishing temporary or permanent reference marks. Payment for such materials and assistance will be made as provided for under the caption "Extra Work," provided, however, that the cost of setting stakes and marks carelessly lost or destroyed by the Contractor's employees will be assessed to the Contractor. 6-15. Removal of Condemned Materials and Structures. The Contractor shall remove from the site of the work, without delay, all rejected and condemned materials or structures of any kind brought to or incorporated in the work and upon his or her failure to do so, or to make satisfactory progress in so doing, within forty-eight (48) hours after the service of a written notice from the Engineer, the condemned material or work may be removed by the City and the cost of such removal shall be taken out of the money that may be due or may become due the Contractor on account of or by virtue of this contract. No such rejected or condemned material shall again be offered for use by the Contractor under this Contract.
6-16. Proof of Compliance with Contract. In order that the Engineer may determine whether the Contractor has complied with the requirements of this contract, not readily enforceable through inspection and tests of the work and materials, the Contractor shall, at any time when requested, submit to the Engineer properly authenticated documents or other satisfactory proofs as to his or her compliance with such requirements. 6-17. Errors and Omissions. If the Contractor, in the course of the work, finds any errors or omissions in plans or in the layout as given by survey points and instruction, or if he or she finds any discrepancy between the plans and the physical conditions of the locality, he or she shall immediately inform the Engineer, in writing and the Engineer shall promptly verify the same. Any work done after such discovery, until authorized, will be done at the Contractor's risk.
6-18. Cooperation. The Contractor shall cooperate with all other contractors who may be performing work in behalf of the City and workmen who may be employed by the City on any work in the vicinity of the work to be done under this contract with the work of such contractors or workmen. he or she shall make good promptly, at his or her own expense, any injury or damage that may be sustained by other contractors or employees of the City at his or her hands.

Any difference or conflict which may arise between the Contractor and other contractors, or between the contractor and workmen of the City in regard to their work shall be adjusted and determined by the Engineer. If the work of the Contractor is delayed because of any acts or omissions of any other contractor or of the City, the Contractor shall on that account have no claim against the City other than for an extension of time. 6-19. Right of Contractor to Stop Work. Under the following conditions the Contractor shall have the right, if he or she so desires, to stop the work and terminate the contract upon ten (10) days written notice to the Engineer and recover from the City payment for all work actually performed and for all satisfactory materials actually delivered to the site of the work for permanent incorporation therein, all as may be shown by the estimate of the Engineer. (1) If the work is stopped under an order of any court or other competent public authority for a period of time of three (3) months through no act or fault of the Contractor or of anyone employed by him. (2) If the Engineer fails to issue the monthly certificate for payment in accordance with the terms of this contract.
(3) If the City fails to pay the Contractor within sixty (60) days after it shall have become due, as provided by the terms of this contract, any sum certified by the Engineer or awarded by the City.

All provided that if such action to terminate the contract be not instituted by the Contractor within ten (10) days after the alleged existence of such condition and if written notice of such action be not at that time delivered to the City and the Engineer, then such right shall lapse until another occasion arises according to this section. 6-20. Hiring and Dismissal of Employees. The Contractor shall employ only such foremen, mechanics and laborers as are competent and skilled in their respective lines of work and whenever the Engineer shall notify the Contractor that any person on the work is, in his or her opinion, incompetent, unfaithful, intemperate or disorderly, or refuses to carry out the provisions of this contract, or uses threatening or abusive language to any person on the

FORD AND ORCHARD LIFT STATION REPLACEMENT 12 Spec. No. 22-02 work representing the City, or is otherwise unsatisfactory, such person shall be discharged immediately from the work and shall not be re-employed upon it except with the consent of the Engineer. 6-21. Wage Rates.

1. Contractor shall pay all mechanics and laborers employed or working upon the site of the work unconditionally and without subsequent deductions or rebate on any account the full amounts due at the time of payment at wage rates not less than those contained in the applicable prevailing wage determination, regardless of any contractual relationship which may be alleged to exist between the Contractor and subcontractors and such laborers and mechanics.

2. Contractor shall comply with the California Labor Code Section 1775. In accordance with said Section 1775, Contractor shall forfeit as a penalty to the Owner, $50.00 (or the higher minimum penalty as provided in Section 1775(B)(ii) – (iii)) for each calendar day or portion thereof, for each workman paid less than the stipulated prevailing rates for such work or craft in which such workman is employed for any work done under the Contract by him or her or by any subcontractor under him or her in violation of the provisions of the Labor Code and in particular, Labor Code Sections 1770 to 1780, inclusive. In addition to said penalty and pursuant to Section 1775, the difference between such stipulated prevailing wage rates and the amount paid to each workman for each calendar day or portion thereof for which each workman was paid less than the stipulated prevailing wage rate shall be paid to each workman by the Contractor.

3. Pursuant to the provision of Section 1770 of the Labor Code of the State of California, Owner has ascertained the general prevailing rate of wages (which rate includes employer payments for health and welfare, vacation, pension and similar purposes) applicable to the work to be done, for straight time work.

The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification or type of workmen concerned. Copies of the General Prevailing Wage Determination are available on the Internet at web address:
http://www.dir.ca.gov/DLSR/PWD The Contractor shall post the wage determination at the site of work in a prominent place where it can easily be seen by the workers.

4. City will not recognize any claim for additional compensation because the Contractor has paid any rate in excess of the prevailing wage rate obtained by the Contractor. The possibility of wage increases is one of the elements to be considered by the Contractor in determining his or her bid and will not in any circumstances be considered as the basis for a claim against the City.

5. The Labor Commissioner through the Division of Labor Standards Enforcement (DLSE) may at any time require contractors and subcontractors to furnish electronic certified payroll records directly to DLSE.

Commencing with contracts awarded or after April 1, 2015, all contractors and subcontractors must furnish electronic certified payroll records directly to the DLSE.

6. Travel and Subsistence Payments.

Contractor shall make travel and subsistence payments to each workman needed to execute the work in accordance with the requirements in Section 1773.8 of the Labor Code (Chapter 880, Statutes of 1968).

7. Apprentices.

Attention is directed to the provisions in Sections 1777.5 (Chapter 1411, Statutes of 1968) and 1777.6 of the California Labor Code concerning the employment of apprentices by the Contractor or any subcontractor under him. Contractor and any subcontractor under him or her shall comply with the requirements of said sections in the employment of apprentices.

Information relative to apprenticeship standards, wage schedules and other requirements may be obtained from the Director of Industrial Relations, ex officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices.

FORD AND ORCHARD LIFT STATION REPLACEMENT 13 Spec. No. 22-02 6-22. Cleaning Up. The Contractor shall not allow the site of the work to become littered with trash and waste material, but shall maintain the same in a neat and orderly condition throughout the construction period. The Engineer shall have the right to determine what is or is not waste material or rubbish and the place and manner of disposal.

On or before the completion of the work, the Contractor shall without charge therefore carefully clean out all pits, pipes, chambers or conduits and shall tear down and remove all temporary structures built by him or her and shall remove rubbish of all kind from any of the grounds which he or she has occupied and leave them in first class condition.
6-23. Guaranty. All work shall be guaranteed for a period of one year from the date of acceptance by the City. The Contractor shall promptly make all needed repairs arising out of defective materials, workmanship and equipment.

The City is hereby authorized to make such repairs if within ten days after the mailing of a notice in writing to the Contractor or his or her agent, the Contractor shall neglect to make or undertake with due diligence the aforesaid repairs, provided, however, that in case of an emergency where, in the opinion of the City delay would cause serious loss or damage, repairs may be made without notice being sent to the Contractor and the Contractor shall pay the costs thereof.

Pursuant to the provisions of Section 4-03 of these Special Provisions, the Contractor shall furnish a Defective Material and Workmanship Bond in an amount not less than 5 percent of the final contract price, which shall be effective for a period of one (1) year after the completion and acceptance of the work.

SECTION 7. RESPONSIBILITIES AND RIGHTS OF CITY
7-01. Authority of the Engineer. All work done under this contract shall be done in a workmanlike manner and shall be performed to the reasonable satisfaction of the Engineer, who shall have general supervision of all work included hereunder. To prevent disputes and litigation, the Engineer (1) shall in all cases determine the amount, quality, acceptability and fitness of the several kinds of work and materials which are to be paid for under this contract, (2) shall decide all questions relative to the true construction, meaning and intent of the Special Provisions and Drawings, (3) shall decide all questions which may arise relative to the classifications and measurements of quantities and materials and the fulfillment of this contract and (4) shall have the power to reject or condemn all work or material which does not conform to the terms of this contract. his or her estimate and decision in all matters shall be a condition precedent to an appeal for arbitration, or the right of the Contractor to receive, demand, or claim any money or other compensation under this agreement and a condition precedent to any liability on the part of the City to the Contractor on account of this contract. Whenever the Engineer shall be unable to act, in consequence of absence or other cause, then such engineer as the Engineer or the City shall designate, shall perform any and all of the duties and be vested with any or all of the powers herein given to the Engineer. 7-02. Inspection. The City will provide engineering personnel for the inspection of the work.

The Engineer and his or her representatives shall at all times have access to the work whenever it is in preparation or progress and the Contractor shall provide proper facilities for such access and inspection.

If the Special Provisions, the Engineer's instruction, laws, ordinances, or any public authority require any work to be specially tested or approved, the Contractor shall give the Engineer timely notice of its readiness for inspection and, if the inspection is by an authority other than the Engineer, of the date fixed for such inspection. Inspections by the Engineer shall be promptly made at the source of supply where practicable. If any work shall be covered up without approval or consent of the Engineer, it must, if required by the Engineer, be uncovered for examination and properly restored at the Contractor's expense.

Re-examination of any work may be ordered by the Engineer and, if so ordered, the work must be uncovered by the Contractor. If such work is found to be in accordance with the contract documents, the City shall pay the cost of reexamination and replacement. If such work is not in accordance with the contract documents, the Contractor shall pay such cost.

Properly authorized and accredited inspectors shall be considered to be the representatives of the City limited to the duties and powers entrusted to them. It will be their duty to inspect materials and workmanship of those portions of the work to which they are assigned, either individually or collectively, under instructions of the Engineer and to

FORD AND ORCHARD LIFT STATION REPLACEMENT 14 Spec. No. 22-02 report any and all deviations from the Drawings, Special Provisions and other contract provisions which may come to their notice. Any inspector may be considered to have the right to order the work entrusted to his or her supervision stopped, if in his or her opinion such action becomes necessary, until the Engineer is notified and has determined and ordered that the work may proceed in due fulfillment of all contract requirements. 7-03. Surveys. Contractor shall furnish all land surveys, establish all base lines and bench marks and make sufficient detailed surveys needed for working points, lines and elevations. The Contractor shall develop all slope stakes and batter boards. Contractor shall also develop all additional working points, lines and elevations as he or she may desire to facilitate his or her methods and sequence of construction. 7-04. Rights-of-Way. The City will provide all necessary rights-of-way and easements in or beneath which work will be performed by the Contractor under this contract. 7-05. Retention of Imperfect Work. If any portion of the work done or material furnished under this contract shall prove defective and not in accordance with the Plans and Special Provisions, and if the imperfection in the same shall not be of sufficient magnitude or importance to make the work dangerous or undesirable, the Engineer shall have the right and authority to retain such work instead of requiring the imperfect work to be removed and reconstructed, but he or she shall make such deductions therefor in the payments due or to become due the Contractor as may be just and reasonable.
7-06. Changes in the Work. The Engineer shall have the right, in writing, to order additions to, omissions from, or corrections, alterations and modifications in the line, grade, form, dimensions, plan, or kind or amount of work or materials herein contemplated, or any part thereof, either before or after the beginning of construction. However, the arithmetical sum of the cost to the City of additions and subtractions from the work under this contract shall not exceed 10 percent of original contract amount or $5,000, whichever is the greater, unless based upon a supplementary agreement to be made therefore.

The order of such additions, omissions, corrections, alterations and modifications shall be in writing and signed by the Engineer and, in order, shall then be binding upon the Contractor. The Contractor shall proceed with the work as changed and the value of such change shall be determined as provided for in section 10-07 of these Special Provisions.

Such alterations shall in no way affect, vitiate, or make void this contract or any part thereof, except that which is necessarily affected by such alterations and is clearly the evident intention of the parties to this contract. 7-07. Additional Drawings by City. The drawings made a part of this contract at the time of its execution are intended to be fairly comprehensive and to indicate in more or less detail the scope of the work. In addition to these drawings, however, the Engineer shall furnish such additional drawings from time to time during the progress of the work as are necessary to make clear or to define in greater detail the intent of the Special Provisions and the contract drawings and the Contractor shall make his or her work conform to all such drawings. 7-08. Additional and Emergency Protection. Whenever, in the opinion of the Engineer, the Contractor has not taken sufficient precautions for the safety of the public or the protection of the works to be constructed under this contract, or of adjacent structures or property which may be injured by the processes of construction on account of such neglect and whenever, in the opinion of the Engineer, an emergency shall arise and immediate action shall be considered necessary in order to protect public or private, personal or property interest, then and in that event, the Engineer, with or without notice to the Contractor may provide suitable protection to the said interests by causing such work to be done and such material to be furnished as shall provide such protection as the Engineer may consider necessary and adequate.

The cost and expense of such work and material so furnished shall be borne by the Contractor and, if the same shall not be paid on presentation of the bills therefor, then such costs shall be deducted from any amounts due or to become due the Contractor.

The performance of such emergency work under the direction of the Engineer shall in no way relieve the Contractor from any damages which may occur during or after such precaution has been taken by the Engineer. 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

FORD AND ORCHARD LIFT STATION REPLACEMENT 15 Spec. No. 22-02 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. 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.

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.

FORD AND ORCHARD LIFT STATION REPLACEMENT 16 Spec. No. 22-02 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 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.

FORD AND ORCHARD LIFT STATION REPLACEMENT 17 Spec. No. 22-02 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 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.

FORD AND ORCHARD LIFT STATION REPLACEMENT 18 Spec. No. 22-02 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.

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 banker’s 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.

FORD AND ORCHARD LIFT STATION REPLACEMENT 19 Spec. No. 22-02 (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.
(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.

FORD AND ORCHARD LIFT STATION REPLACEMENT 20 Spec. No. 22-02 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".

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.

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

FORD AND ORCHARD LIFT STATION REPLACEMENT 21 Spec. No. 22-02 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 Required by Public Contract Code Section 9204. This section shall apply to any claim by the Contractor arising in connection with this project in accordance with Public Contract Code Section 9204. a. For purposes of this section "Claim" means a separate demand by the Contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by the City under this contract.
(B) Payment by the City of money or damages arising from work done by, or on behalf of, the Contractor pursuant to this contract and payment for which is not otherwise expressly provided or to which the Contractor is not otherwise entitled.
(C) Payment of an amount that is disputed by the City.
b.
(1)
(A) Upon receipt of a claim pursuant to this section, the 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. Upon receipt of a claim, a public entity and the contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The Contractor shall furnish reasonable documentation to support the claim. (C) 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 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 governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) 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. If the City fails to issue a written statement, paragraph (3) shall apply.
(2)
(A) If the Contractor disputes the City's written response, or if the City fails to respond to a claim issued pursuant to this section within the time prescribed, the Contractor may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the City shall schedule a meet and confer conference within 30 days for settlement of the dispute.
(B) 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 claimant 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 public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to

FORD AND ORCHARD LIFT STATION REPLACEMENT 22 Spec. No. 22-02 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. 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. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section.
(C) 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.
(D) Unless otherwise agreed to in writing by the City and the Contractor, 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.
(3) Failure by the City to respond to a claim from the Contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity's failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the Contractor. (4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the Contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the Contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the Contractor shall notify the subcontractor in writing as to whether the Contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so. c. A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) the City may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section.
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 completion

FORD AND ORCHARD LIFT STATION REPLACEMENT 23 Spec. No. 22-02 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.

FORD AND ORCHARD LIFT STATION REPLACEMENT 24 Spec. No. 22-02

TECHNICAL SPECIFICATIONS
SECTION 12. GENERAL INFORMATION
12-01. Location and Scope of Work. All of the work to be performed is within the jurisdiction of the City of Ukiah and consists of excavating/trenching, removing and replacing the existing sewer pump station equipment, with owner supplied equipment. The project site is located near the intersection of Ford Street and N. Orchard Avenue.

Refer to Appendix A for a site map.

Contractor shall familiarize himself with Appendix B for the submittal provided by Xylem Water Solutions, Inc., dated March 1, 2021. In lieu of Owner provided project plans, Contractor shall give special attention to the Scope of Supply and each Section, in the abovementioned submittal, as it pertains to the equipment material list, requirements for installation, and overall project footprint and boundaries of the existing Pump Station and its equipment.

The Contractor shall perform the following work:
 Ensure station bypass is installed and functioning prior to performing work. Contractor is responsible for station bypass.
 Excavate for electrical conduit, remove and dispose of existing pump, valve assembly, control panel, and other appurtenances to be replaced.
 Safe-off all points of connection and prepare for new tie-in.  Inspect all equipment for damage during storage and delivery prior to installation.  Install Owner provided pump, valves, and associated piping.  Install Level Sensors
 Install new panel cabinet, and install and connect the existing transfer switch.  Install new panel meter, and install underground 480V/3PH power supply to new pump station control cabinet
 Locate, excavate and remove Primary Pull Box. Locate all conduits into new pedestal location. All conduits bored and extended to be inside pedestal window.  Bore 2-4” Schedule 40 conduits from new pedestal to across Orchard Ave.  Excavate, backfill and compact for new transformer pad.  Trench and install 1-4” conduit from new transformer pad to existing secondary pull box SPB-1.

Assumptions and Exclusions:
 City of Ukiah Electric to inspect all terminations to power equipment.  Replacement of electrical services meter required.
 Station bypass during construction is provided by the contractor.  Contractor has a twenty-foot easement to perform work described above.  Materials described in Scope of Supply will be provided by Owner. Refer to sheet 2 of the equipment submittal.

The Contractor should familiarize himself with the local conditions of the project sites. Failure to do so will in no way relieve him 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 of the work are shown in Appendix "A".

FORD AND ORCHARD LIFT STATION REPLACEMENT 25 Spec. No. 22-02 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, 2015, 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.

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

FORD AND ORCHARD LIFT STATION REPLACEMENT 26 Spec. No. 22-02 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. 12-15. Notification of Underground Service Alert (USA) and Location of Existing Facilities. The Contractor shall notify Underground Service Alert (USA) two (2) working days prior to any excavation.

USA dial (toll free) 1 (800) 227-2600
The Contractor will be required to work around public and private utility facilities and other improvements that are to remain in place within the construction area and he will be held liable to the owners of such facilities or interference with service from his operations.

Contractor shall investigate, confirm and/or determine the exact locations of existing utilities, and verify clearances between existing and proposed utilities at crossings and/or known potential conflicts. The Contractor shall determine elevations and alignments of existing utilities at connection points.

The Contractor shall provide all relevant information in writing to the Engineer immediately upon discovery of any conflict. Any delay in notification to the Engineer may delay direction and/or corrective action and a delay claim due and for this reason shall not be considered by the City. The Contractor shall not proceed with any work that is in conflict until direction is provided by the Engineer and shall redirect crews to other contract work. All the information required to be obtained per this Section and any other information not noted but relative to the project shall be provided to the Engineer on a set of Plans when the investigative effort is complete.

FORD AND ORCHARD LIFT STATION REPLACEMENT 27 Spec. No. 22-02 SECTION 13 - CONSTRUCTION DETAILS
13-01. Mobilization. Mobilization shall include the obtaining of all permits, moving onto the site of all equipment, temporary facilities, if needed, and other construction facilities as required for the proper performance and completion of the work.
13-02. Site Preparation. Protect existing property from damage by site preparation work. Install ESA fencing and protective fencing around work area or as directed by the property owner or City’s representative. Every reasonable effort shall be made to preserve and protect trees, natural vegetation, landscaping, structures, fences, and natural barriers that are not in conflict with the completion of Work. Such features that are damaged by the Contractor's activities shall be replaced or otherwise repaired in a manner meeting the approval of the City of Ukiah.

Contractor shall return site to original conditions and is responsible for documenting existing conditions of access roads, driveways, grass areas, landscaping, and existing irrigation system before commencing Work. 13-03. Dust Control. Monitor dust conditions and apply dust control to prevent and alleviate dust on site access roads, temporary haul roads, construction staging, material storage, and layout areas, compacted soil or AB roads or driveways. Reapply dust control measures to manage dust or as directed by the property owner or City’s representative.
13-04. Earthwork. All material removed or excavated during the course of construction will be surplus. All surplus material will be the property of the Contractor and be disposed of outside the work area. Dispose of excavated materials that are not required or are unsuitable for fill and backfill in lawful manner. Dispose of surplus material on private property only when written permission agreement is furnished by owner of property. Submit copies of such agreements.

There is no borrow area on Project site. Where material is required, import material from source located off Project site selected by the Contractor and subject to acceptance by the City’s representative.

Provide excavations conforming to dimensions and elevations indicated in the submittals for each structure, including trenching for piping and all other work.
13-05. Backfill and Compaction. Contractor shall obtain import material for backfill from other sources if surplus materials from cuts and excavations obtained from within Project site are not sufficient in quantity for construction of Project. Backfill adjacent to structures, slabs, or walls shall be native material or imported material meeting the requirements of native material, unless otherwise specified. Place loose material in successive layers that do not exceed 8 inches in depth after compaction. Bring each layer to an optimum moisture content before compacting. 13-06. Excavation Support and Protection. Contractor shall support faces of excavations and protect structures and improvements in vicinity of excavations from damage and loss of function due to settlement or movement of soils, alterations in ground water level caused by such excavations, and related operations. Provide safe and stable excavations by means of sheeting, shoring, bracing, sloping, and other means and procedures, such as draining and recharging groundwater and routing and disposing of surface runoff, required to maintain the stability of soils and rock. Provide support for trench excavations for protection of workers from hazard of caving ground. 13-07. Inspection and Acceptance. A representative from City of Ukiah Public Works Department to provide all inspections for equipment installation. City of Ukiah Electric to be notified of completion of work for inspection and acceptance of work prior to receiving ability to power ON pump station. 13-08. Startup and Commissioning. A representative from City of Ukiah Public Works Department and Flygt to perform functional testing and startup of pump station, with onsite assistance from Contractor. 13-09. Mechanical and Piping. Install equipment in accordance with manufacturer's installation instructions and recommendations. Perform minor modifications to piping alignment where necessary to avoid structural, mechanical, or other type of obstructions that cannot be removed or changed. Provide and install associated connecting piping between structures as specified in accordance with manufacturer's installation instructions and recommendations. Upon completion of installation, clean piping interior of foreign matter and debris.

FORD AND ORCHARD LIFT STATION REPLACEMENT 28 Spec. No. 22-02 13-10. Electrical, Instrumentation, and Controls. Provide an electrical, instrumentation and control system, including all equipment and any other components required for a complete installation that meets the environmental conditions for the Site.

Provide all material and labor needed to install the actual equipment furnished, and include all costs to add any additional conduit, wiring, terminals, mounting hardware, concrete equipment pads, or other electrical hardware to the Work, which may be necessary to make a complete, functional installation based on the actual equipment furnished.

Provide a new 480V 3 phase service to the new pump station, meter, and conduit pathway direct buried to the new control panel. Coordinate location and inspection of equipment and connections to existing power infrastructure with City of Ukiah Electric. Submit certification that the intended installation has been coordinated with the utility companies.

Ground equipment and control systems so that the completed installation conforms to all applicable code requirements. Make ground connections in accordance with the manufacturer's instructions.

Use of the existing generator tap box in conjunction with panel board for use during need of auxiliary power.

The electrical subcontractor is encouraged to visit the site to examine the premises completely before bidding. It is the electrical subcontractor's responsibility to be fully familiar with the existing conditions and local requirements and regulations.
13-11. Concrete. For slabs on grade, do not place concrete on ground or compacted fill until subgrade is in moist condition and do not place concrete if subgrade is muddy or soft.

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.

FORD AND ORCHARD LIFT STATION REPLACEMENT 29 Spec. No. 22-02

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 30)
 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 35)
 Filled out completely per instruction
o Worker’s Compensation Certificate (Page 36)
 Filled out completely per instruction
o Certification of Non-Discrimination in Employment (Page 37)  Filled out completely per instruction
o List of Proposed Subcontractors (Page 38)
 Filled out completely per instruction
o Statement of Experience (Page 39)
o Signature of Bidder (Page 40)
 Filled out completely per instruction
 Authorized signature provided
o Bidder’s Bond (Page 41)
 Filled out completely per instruction
o Non-Collusion Affidavit (Page 42)
 Filled out completely per instruction
 Notarized
o Addenda Issued
 Check the City website for any addenda issued: www.cityofukiah.com/purchasing.

FORD AND ORCHARD LIFT STATION REPLACEMENT 30 Spec. No. 22-02

CITY OF UKIAH

MENDOCINO COUNTY, CALIFORNIA

PROPOSAL
FOR

FORD AND ORCHARD LIFT STATION REPLACEMENT
Specification No. 22-02
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:

FORD AND ORCHARD LIFT STATION REPLACEMENT 31 Spec. No. 22-02

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.

FORD AND ORCHARD LIFT STATION REPLACEMENT 32 Spec. No. 22-02 NAME OF BIDDER:

SPEC #: 22-02
PROJECT NAME: FORD AND ORCHARD LIFT STATION REPLACEMENT ITEM# DESCRIPTION QUANTITY UNIT OF

MEASURE

UNIT PRICE TOTAL

1. MOBILIZATION, DEMOBIZATION, FINAL

CLEANUP
1 LS $__________ $__________________

2. TEMPORARY WATER POLLUTION

CONTROL PLAN
1 LS $__________ $__________________

3. CONSTRUCTION AREA SIGNS 1 LS $__________ $__________________

4. TRAFFIC CONTROL SYSTEM 1 LS $__________ $__________________

5. CONSTRUCTION SURVEY 1 LS $__________ $__________________

6. EROSION CONTROL 1 LS $__________ $__________________

7. BYPASS SEWAGE PUMPING 1 LS $__________ $__________________

8. LANDSCAPE REMOVAL AND

REPLACEMENT, AS REQUIRED
1 LS $__________ $__________________

9. REMOVE EXISTING PUMP STATION

EQUIPMENT
1 EA $__________ $__________________

10. REMOVE EXISTING CONTROL CABINET 1 EA $__________ $__________________

11. INSTALL (2) PUMPS 1 EA $__________ $__________________

12. INSTALL (2) CHECK VALVES 1 EA $__________ $__________________

13. INSTALL LEVEL SENSORS 3 EA $__________ $__________________

14. INSTALL CONTROL CABINET 1 EA $__________ $__________________

15. INSTALL NEW POWER METER 1 LS $__________ $__________________

FORD AND ORCHARD LIFT STATION REPLACEMENT 33 Spec. No. 22-02

16. INSTALL NEW 480V 3PH. FROM METER TO

CABINET
1 LS $__________ $__________________

17. TIE-IN TO EXISTING SEWER 1 LS $__________ $__________________

18. REMOVE EXISTING PRIMARY PULL BOX 1 EA $__________ $__________________

19. INSTALL NEW PRIMARY PEDESTAL 1 EA $__________ $__________________

20. BORE 4” CONDUIT TO EAST (180’) 2 EA $__________ $__________________

21. INSTALL TRANSFORMER PAD 1 EA $__________ $__________________

22. TRENCH AND INSTALL 4” CONDUIT TO
SEC. PULL BOX SPB-1
1 EA $__________ $__________________

23. INSTALL CHAINLINK FENCE 100 LF $__________ $__________________

24. INSTALL GATE FOR FENCED AREA 1 EA $__________ $__________________

25. INSTALL BOLLARDS ON STREET CORNER 5 EA $__________ $__________________ $__________ $__________________
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.

FORD AND ORCHARD LIFT STATION REPLACEMENT 34 Spec. No. 22-02 Department of Industrial Relations Public Works Contractor Registration Number: _____________________ 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.
_________________________________________________________________ _________________________________________________________________ _________________________________________________________________

FORD AND ORCHARD LIFT STATION REPLACEMENT 35 Spec. No. 22-02

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.

FORD AND ORCHARD LIFT STATION REPLACEMENT
________________________________________________________________ (Signature of Bidder)
Business Mailing Address:
_________________________________________________
_________________________________________________
_________________________________________________
Business Location:
_________________________________________________
_________________________________________________
(The bidder shall execute the certification of this page prior to submitting his or her proposal.)

FORD AND ORCHARD LIFT STATION REPLACEMENT 36 Spec. No. 22-02

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 _______________, 20____ Signature of Bidder, with Business Address:
__________________________________________________
__________________________________________________
__________________________________________________
__________________________________________________

FORD AND ORCHARD LIFT STATION REPLACEMENT 37 Spec. No. 22-02

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.)

FORD AND ORCHARD LIFT STATION REPLACEMENT 38 Spec. No. 22-02

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

FORD AND ORCHARD LIFT STATION REPLACEMENT 39 Spec. No. 22-02

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. ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________ ____________________________________________________________________________________

FORD AND ORCHARD LIFT STATION REPLACEMENT 40 Spec. No. 22-02

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: __________________

FORD AND ORCHARD LIFT STATION REPLACEMENT 41 Spec. No. 22-02

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 May 11, 2022 for FORD AND ORCHARD LIFT STATION REPLACEMENT, SPEC. NO. 22-02.

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: __________________________________________________________ __________________________________________________________ __________________________________________________________

FORD AND ORCHARD LIFT STATION REPLACEMENT 42 Spec. No. 22-02

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 FORD AND ORCHARD LIFT STATION REPLACEMENT, SPEC. NO. 22-02 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 ____.

FORD AND ORCHARD LIFT STATION REPLACEMENT 43 Spec. No. 22-02

CITY OF UKIAH
Mendocino County, California

AGREEMENT
FOR

FORD AND ORCHARD LIFT STATION REPLACEMENT
Specification No. 22-02
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 twelve (21) 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.

FORD AND ORCHARD LIFT STATION REPLACEMENT 44 Spec. No. 22-02 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.

FORD AND ORCHARD LIFT STATION REPLACEMENT 45 Spec. No. 22-02 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.

FORD AND ORCHARD LIFT STATION REPLACEMENT 46 Spec. No. 22-02 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

FORD AND ORCHARD LIFT STATION REPLACEMENT 47 Spec. No. 22-02

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: _______________________________________________

FORD AND ORCHARD LIFT STATION REPLACEMENT 48 Spec. No. 22-02

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

FORD AND ORCHARD LIFT STATION REPLACEMENT 49 Spec. No. 22-02 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]

FORD AND ORCHARD LIFT STATION REPLACEMENT 50 Spec. No. 22-02 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)

FORD AND ORCHARD LIFT STATION REPLACEMENT 51 Spec. No. 22-02

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.

Any notice to Surety may be given in the manner specified in the Agreement and delivered or transmitted to Surety as follows:

FORD AND ORCHARD LIFT STATION REPLACEMENT 52 Spec. No. 22-02 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.

FORD AND ORCHARD LIFT STATION REPLACEMENT 53 Spec. No. 22-02

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.

FORD AND ORCHARD LIFT STATION REPLACEMENT 54 Spec. No. 22-02

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

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Ford Orchard P.S.

City of Ukiah
XYLEM WATER SOLUTIONS, INC.
790-A Chadbourne Road
Fairfield, CA 94534
Office: 707.422.9894
“Seller’s submission of submittals shall not be construed as acceptance of Buyer’s terms and conditions of sale while pending negotiation.”
Submittal

Table of Contents
Contacts .......................................................................................................................... 1 Scope of Supply .............................................................................................................. 2 Section 1 – General Information ......................................................................................3 Warranty .................................................................................................................... 4 Installation Procedures............................................................................................... 8 Storage .................................................................................................................... 10 Section 2 – Pump Information........................................................................................ 11 Technical Specification ............................................................................................ 12 Performance Curve ................................................................................................. 15 Pump Specification................................................................................................... 17 Power Cable............................................................................................................. 38 Dimensional Drawing .............................................................................................. 42 Section 3 – Accessories................................................................................................ 43 Concertor Panel ....................................................................................................... 44 Level Sensor LTU801 .............................................................................................. 58 Sliding Bracket Kit .................................................................................................... 60 Discharge Connection.............................................................................................. 62 ENM-10 Sensor ....................................................................................................... 63 Guide Rail ................................................................................................................ 64 Upper Guide Bar Bracket ......................................................................................... 65 Section 4 – Valve Vault..................................................................................................66 Check Valve ............................................................................................................ 67

Xylem Water Solutions USA, Inc.

Flygt Products
Sales and Service Office:
790A Chadbourne Road
Fairfield, CA  94534
707‐422‐9894
Sales:

Jerry Eaves
[email protected]
707‐227‐8864
Service:

Mike Ballesteros
[email protected]
707‐430‐0191
1

Qty
2 6020.091-0007 NX-4 MT/HC 10/380-480/3/CH FM+ 65' WC FLS Qty
1 14-53 02 76 PANEL,CONCERTOR GEN2 36X30X12+ NEMA4X SS 480V 1 84 62 31 SENSOR,LEVEL LTU801 0-5M 12M
2 748 18 25 KIT,SLIDING BRACKET DN100 ANSI
2 540 13 05 CONNECTION,DISCH 4X4" CI
2 582 88 29 SENSOR,ENM-10 0.95-1.1 20'
80 14-49 01 03 TS3162 FEET 2"GUIDE RAIL 316SS
2 613 68 04 BRACKET,GUIDE BAR UPPER 2" 316
1 14-69 97 77 CLOUD SCADA ACCESS:CONCERTOR+ TWO YEARS
Qty
2 83 91 73 VALVE,CHECK 4" HDL ANSI DI
Qty Part Number Description
6 14-69 00 05A LABOR,MOBILE FLYGT,NOTAX Z2-TP MODELS: 3000,7000,8000 1 14-69 00 09A START UP,FLYGT,NO TAX 1-TP MODELS: 3000,7000,8000 1 14-69 98 30N Freight Charge
Scope of Supply
Accessories
Part Number Description
Pumps
Part Number Description
Ford Orchard P.S. 2019-FFB-0477
Service
Valve Vault
Part Number Description
2

Xylem Water Solutions USA, Inc.

Flygt Products
Section 1
General Information
3

WARRANTY
Xylem Water Solutions USA, Inc.

Ver. 14 -031618
For the period defined, Xylem Water Solutions USA, Inc. offers a commercial warranty to the original End Purchaser against defects in workmanship and material on Flygt Products. Warranty covers Flygt parts and labor as outlined in ADDENDUM – A.

COVERAGE:

Xylem Water Solutions USA, Inc. will pay the cost of parts and labor during the warranty period, provided that the Flygt product, with cable attached, is returned prepaid to a Xylem Water Solutions USA, Inc. Authorized Service Facility for Flygt Product repairs. Coverage for Flygt parts and labor will be provided for the period shown in ADDENDUM - A. The warranty period will begin from date of shipment or date of a valid Start-up (For permanently installed pumps only). In cases where the Start-up date is used as the beginning of the warranty on a permanently installed Flygt pump, a Start-up Report completed by an approved service technician from a Xylem Water Solutions USA, Inc. Authorized Service Facility for Flygt products must be received by the Xylem Water Solutions USA, Inc. Area Service Manager for Flygt Products within thirty (30) days of the initial onset of the unit placed into service. If not received, the beginning of the warranty coverage will default to the Flygt product ship date. A Start-up for a permanently installed Flygt pump must occur within one (1) year from the date of shipment from a Xylem Water Solutions USA, Inc. authorized facility for Flygt Products or warranty will automatically default to ship date as start of warranty. (See STORAGE section) When using the start-up date as the beginning of the warranty, a copy of the Start-up Report will be required to support any Warranty Claims.

Warranty on Flygt Dewatering pumps will begin with ship date only. No other date on Flygt Dewatering pumps will be considered.

Xylem Water Solutions USA, Inc.’s sole obligation under this Warranty for Flygt Products shall be to replace, repair or grant credit for Flygt Products upon Xylem Water Solutions USA, Inc.’s exclusive determination that the Flygt Product does not conform to the above warranty. In the event that the Flygt product is replaced, warranty on the replacement product will be equal to the balance remaining on the original product or ninety (90) days, whichever is greater.

MISUSE:

This Warranty shall not apply to any Flygt product or part of Flygt product which (i) has been subjected to misuse, misapplication, accident, alteration, neglect, or physical damage (ii) has been installed, operated, used and/or maintained in a manner which is in an application that is contrary to Xylem Water Solutions USA, Inc.’s printed instructions as it pertains to installation, operation and maintenance of Flygt Products, including but without limitation to (iii) operation of equipment without being connected to monitoring devices supplied with specific products for protection; or (iv) damaged due to a defective power supply, improper electrical protection, faulty installation or repair, ordinary wear and tear, corrosion or chemical attack, an act of God, an act of war or by an act of terrorism; or (v) has been damaged resulting from the use of accessory equipment not sold by Xylem Water Solutions USA, Inc. or not approved by Xylem Water Solutions USA, Inc. in connection with Flygt products.

WEAR PARTS:

This warranty does not cover costs for standard and/or scheduled maintenance performed, nor does it cover Flygt parts that, by virtue of their operation, require replacement through normal wear (aka: Wear Parts), unless a defect in material or workmanship can be determined by Xylem Water Solutions USA, Inc.. Wear Parts are defined as Cutters, Cutting Plates, Impellers, Agitators, Diffusers, Wear Rings (Stationary or Rotating), Volutes (when used in an abrasive environment), oil, grease, cooling fluids and/or any items deemed necessary to perform and meet the requirements of normal maintenance on all Flygt equipment.
4

WARRANTY
Xylem Water Solutions USA, Inc.

Ver. 14 -031618
DISCLAIMERS:
(i) Xylem Water Solutions USA, Inc.’s warranties are null and void when Flygt Products are exported outside of the United States of America without the knowledge and written consent of Xylem Water Solutions USA, Inc.; (ii) Xylem Water Solutions USA, Inc. makes no independent warranty or representation with respect to parts or products manufactured by others and provided by Xylem Water Solutions USA, Inc. (however, Xylem Water Solutions USA, Inc. will extend to the Purchaser any warranty received from Xylem Water Solutions USA, Inc.’s supplier for such parts or products).

LIMITATIONS:

XYLEM WATER SOLUTIONS USA, INC. NEITHER ASSUMES, NOR AUTHORIZES ANY PERSON OR COMPANY TO ASSUME FOR XYLEM WATER SOLUTIONS USA, INC., ANY OTHER OBLIGATION IN CONNECTION WITH THE SALE OF ITS FLYGT EQUIPMENT. ANY ENLARGEMENT OR MODIFICATION OF THIS WARRANTY BY A FLYGT PRODUCT DISTRIBUTOR, OR OTHER SELLING AGENT SHALL BECOME THE EXCLUSIVE RESPONSIBILITY OF SUCH ENTITY.

THE FOREGOING WARRANTY IS EXCLUSIVE AND IN LIEU OF ANY AND ALL OTHER EXPRESS OR IMPLIED WARRANTIES,

GUARANTEES, CONDITIONS OR TERMS OF WHATEVER NATURE RELATING TO FLYGT PRODUCT(S), INCLUDING AND

WITHOUT LIMITATION ANY IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE WHICH ARE HEREBY EXPRESSLY DISCLAIMED AND EXCLUDED. PURCHASER’S EXCLUSIVE REMEDY AND XYLEM WATER SOLUTIONS USA, INC.’S AGGREGATE LIABILITY FOR BREACH OF ANY OF THE FOREGOING WARRANTIES IS LIMITED

TO REPAIRING OR REPLACING FLYGT PRODUCTS AND SHALL IN ALL CASES BE LIMITED TO THE AMOUNT PAID BY THE PURCHASER HEREUNDER. IN NO EVENT IS XYLEM WATER SOLUTIONS USA, INC. LIABLE FOR ANY OTHER FORM OF

DAMAGES, WHETHER DIRECT, INDIRECT, LIQUIDATED, INCIDENTAL, CONSEQUENTIAL, PUNITIVE, EXEMPLARY OR

SPECIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LOSS OF USE, LOSS OF PROFIT, LOSS OF ANTICIPATED

SAVINGS OR REVENUE, LOSS OF INCOME, LOSS OF BUSINESS, LOSS OF PRODUCTION, LOSS OF OPPORTUNITY OR LOSS OF REPUTATION.

XYLEM WATER SOLUTIONS USA, INC. WILL NOT BE HELD RESPONSIBLE FOR TRAVEL EXPENSES, RENTED EQUIPMENT,

OUTSIDE CONTRACTOR'S FEES, OR ANY EXPENSES ASSOCIATED WITH A FLYGT PRODUCT REPAIR SHOP NOT AUTHORIZED BY XYLEM WATER SOLUTIONS USA, INC. U.S.A., INC. REIMBURSEMENT COSTS FOR CRANES AND/OR ANY

SPECIAL EQUIPMENT USED IN CONJUNCTION FOR THE REMOVAL AND/OR REINSTALLATION OF ANY FLYGT EQUIPMENT IS NOT COVERED UNDER THIS WARRANTY.

ANY UNAUTHORIZED ALTERATIONS TO SUPPLIED FLYGT EQUIPMENT USED WITHOUT XYLEM WATER SOLUTIONS USA, INC. SUPPLIED FLYGT BRAND CABLE OR CONTROLS WILL NOT BE COVERED UNDER THIS WARRANTY, UNLESS IT CAN

BE PROVEN SUCH ANCILLARY EQUIPMENT IS SUITABLE FOR THE PURPOSE AND EQUAL TO XYLEM WATER SOLUTIONS USA, INC. SUPPLIED FLYGT BRAND CABLES OR CONTROLS THAT WOULD ORIGINALLY HAVE BEEN SUPPLIED WITH THE TYPE OF EQUIPMENT IN USE.

REQUIREMENTS:

A copy of Electrical System Schematics of the Control used (including a Control’s Bill of Material) could be required to support a Warranty Claim when a non Flygt Brand Control is used. In addition, a written record, hereby known as “the log”, will be associated with each unit serial number and must be maintained by the organization having product maintenance responsibility. The log must record each preventative maintenance activity and any repair activity during the life of the warranty or verification that a Xylem Water Solutions USA, Inc. authorized Service Contract for Flygt Products is in force and must be available for review and/or auditing. Failure to meet these conditions could render this warrant null and void. Such logs could be required to determine warranty coverage. 5

WARRANTY
Xylem Water Solutions USA, Inc.

Ver. 14 -031618
STORAGE:

Should a delay occur between ship date and the date of start-up, maintenance as outlined in Xylem Water Solutions USA, Inc.’s Care & Maintenance Manual for Flygt Products must be performed by the “CONTRACTOR” and/or “OWNER” during any such period of storage. Documentation providing proof and outlining what maintenance was performed must be provided to Xylem Water Solutions USA, Inc. or its Flygt Products representative within thirty (30) days of said maintenance, or the Xylem Water Solutions USA, Inc. warranty for Flygt Products could be considered void.

CONTROLS:

Warranty coverage for permanently installed controls will start for the end purchaser on the date of shipment. This warranty does not apply to controls that have been damaged due to a defective and/or improper input power supply, improper electrical protection, accidental damage, improper or unauthorized installation and/or repair, unauthorized alteration, negligence, environmental corrosion or chemical attack, improper maintenance or storage of control, any act of God, an act of war, an act of terrorism or damage resulting from the use of accessory equipment not approved by Xylem Water Solutions USA, Inc.. Further, this warranty does not apply in the event an adjustment is found to correct the alleged defect.

Solid state devices will be covered for a period of one (1) year. Electrical control panels containing controllers, PLC’s, drives, soft starts, and other computerized equipment will require Transient Voltage Surge Suppression (TVSS) protection in order to satisfy the requirements of this warranty. The protection equipment associated with the control must be kept in working condition during the life of the warranty. Auxiliary equipment supplied with the control (air-conditioners etc.) is limited by the respective original equipment manufacturer’s warranty offered. Consumable items such as: light bulbs, fuses, and relays are covered under normal operating conditions. Electrical surges experienced during startups and/or during normal operating use of the control panel will cause the consumable items not to be covered under this warranty policy. Components not supplied by Xylem Water Solutions USA, Inc. will not covered by this warranty.

TOP (The Optimum Pump Station)
Xylem Water Solutions USA, Inc. will warrant the Flygt TOP pre-engineered fiberglass pump station components against defects in material and workmanship for a period of one (1) year from date of start-up or eighteen (18) months from date of shipment and is valid only to the original owner of the station. Warranty shall cover the cost of labor and materials required to correct any warrantable defect, excluding any removal and reinstallation costs, FOB Xylem Water Solutions USA, Inc.’s authorized warranty service location for Flygt’s TOP.

Flygt Products contained within a TOP pre-engineered fiberglass pump station will carry the standard Xylem Water Solutions USA, Inc. warranty for Flygt products and/or accessories installed in the TOP pre-engineered fiberglass pump station.

All Flygt Product restrictions and/or limitations as outlined and described within the context of this warranty are germane to all sections of this Xylem Water Solutions USA, Inc. Warranty document.

Xylem Water Solutions USA, Inc.

National Quality Assurance - US Corporate
6

WARRANTY
Xylem Water Solutions USA, Inc.

Ver. 14 -031618
ADDENDUM – WARRANTY COVERAGE BY PRODUCT

PRODUCT PRODUCT SERIES AND CONFIGURATION

MONTHS MONTHS MONTHS MONTHS MONTHS MONTHS MONTHS MONTHS 1-12 13-18 19-24 25-36 37-39 40-60 61-72 73-84
AxialFlow/ Mixed Flow/ CentrifugalPumps & Mixers
3000 Series (CP, NP, DP, CT, NT, CZ, NZ, LL)
4000 Series (SR, PP)
7000 Series (PL)
100% 50% 25%
Concertor Pumping System
6000 Series (DP) 100% 50% 25%
6000 Series (iPS) 100% 50% 25-48 MONTHS 25% 49-84 MONTHS ETO Electrical Control Panels Engineered toOrder, XylemManufacturedControl Panels (permanently installed) - 3 Years
100% 1 YR LIMITED – 2 YEAR
Grinder Pumps 3000 Series (MP, MF, MH) 100% - 2 YEAR (From Ship Date) 3 YR
(From DOM) DOM= Date of Manufacture
Abrasion/CorrosionResistant&Chopper Pumps
3000 Series (FP, FS, FT, HP, HS)
5000 Series (HP, HS)
8000.280Series (DP, DZ, DT, DS, DF)
100%
Centrifugal Pumps 1300 Series 100% (FromShipDate)
DewateringPumps
2000 Series (BS, KS)
3000 Series (CS, NS, DS)
8000.280Series (DS, DF)
100% (FromShipDate)
TOPS FiberglassPump Station
100% (From
Ship Date)
Accessories Permanent / Portable 100% (From
Ship Date)
Hydroejectors/Aerators HE, JA 100%
Portable Pump Controls
TOPS Control Panels
Control Boxes (Nolta, MSHA etc.)
TOPS controlpanels (permanently installed)
100% (From
Ship Date)
Small Pumps 3045, 3057,SX 100% (From
Ship Date)
Parts -* All new Flygt parts (mechanical& electrical)
100% (From
Shio Date)
* - Parts that fail where used in a repair are warranted for one (1) year from the date of the repair for the failed part only – no labor; This Includes Flygt pump controllers, Flygt supervision equipment, Flygt submersible level transducers, etc. 7

Issued: Supersedes: 4/08
Installation Procedures
6/90
The faultless functioning of a Flygt Pumping Station will depend upon the correct selection of the pump to suit
system requirements and proper installation. A great
majority of Flygt Electric Submersible Wastewater Pumps are installed in underground wet pits with Automatic
Discharge Connections, Guide Bars and Access Covers
as shown in the station drawings.

Wet Pits constructed of precast concrete rings offer
significant savings in labor costs over poured-in-place concrete, masonry or brick and are universally accepted for use in sanitary or storm sewer systems. Precast
concrete sections are available up to 120 inch inside
diameter (sometimes up to 144 inch inside diameter)
throughout the U.S. and are generally manufactured in
accordance with the provisions of ASTM Specification
C478.

Because of this, Flygt official engineering documentation is based on stations designed in precast concrete
circular man-holes. Each individual station drawing
shows a suggested Simplex and a suggested Duplex
Pumping Station built of precast concrete sections
installed between a Bottom Slab and a Top Slab (the
Top Slab, usually at ground level, contains the cast-in Access Cover).

The configurations and dimensions shown on these
Proposed Layouts are suggested minimum requirements
only, all details, including sizing of pit, type, size, location and arrangement of valves and piping, etc. are to be
specified by the Consulting Engineer and are subject
to his approval.

The following is a partial list of useful suggestions for construction and installation. Please always observe
local regulations applicable.

A. Excavation:

Excavate a large enough hole to provide sufficient
working room around the station. The outside diameter
of the Bottom Slab should be at least one foot larger
than that of the concrete sections used.

B. Connecting Pipes:

Provide connecting holes for the Influent Pipe, Effluent Pipe(s) and Cable Thrulets in accordance with the
Engineer’s specification. Flexible joints outside of
concrete wall will reduce the danger of dislocation due to settlement.

C. Backfill:

Backfill gradually and evenly around station after
concrete and joints have hardened. Compact backfill
to minimize post-installation settlement.

D. Top Slab with Access Cover:

Diameter of Top Slab shall be at least two feet larger
than O.D. of ring sections. The Access Cover must be
installed and properly oriented in the Top Slab.

1. See Station Drawings for Pump Model and
Access Cover location in relation to the
centerline of the station.

2. Positioning of the Hinge Side of the Cover
(See Accessories Section).

3. The Top Slab and Access Cover must be
level.

E. Automatic Discharge Connection:

The Automatic Discharge Connection must be attached
to the Bottom Slab at the exact location required relative to the Access Cover.

SUGGESTED PROCEDURES:

1. Attach the Upper Guide Bar Bracket(s) to the
Access Frame (See Accessories Section). Also,
the centerline of the Bracket(s) will determine the
centerline of the installed pump(s).

2. Place the pump Discharge Connection(s) on
the Bottom Slab and line up as shown in the
Accessories Section.

3. Cut to length and install the Guide Bars between
the Upper Guide Bar Bracket(s) and Discharge
Connection(s).

4. Before securing anchor bolt nuts, check across
the Discharge Connection(s) Outlet Flange(s)
face with level and shim if necessary. Guide Bars
should be Parallel and Vertical.

F. Internal Piping and Manifold:

Use proper gaskets, tighten bolts gradually and evenly.

In deep stations, install Discharge pipe Brackets to
relieve Discharge Connections from overload and intermediate Guide Bar Brackets to prevent Guide Bars from bending.

G. Installation of Pump Units:

Lower Pump Units into place along guide bars. Check
visually metal-to-metal contact between Volute Flange
and Discharge Connection.If necessary, re-check and
re-align Discharge Connection(s) and Guide Bars with
pumps in place.
8

Issued: Supersedes:

H. Grouting:

After proper alignment of all components, including
metal-to-metal connection of pump flange is established, grout Access Cover, Discharge Connection(s) and Pipe
Thrulets. Build up and shape slopes at bottom of the
station as shown in Station Drawings. This will help in preventing build-up of solids at the bottom where side
walls meet the floor.

I. Surface Protection:

An epoxy-coal tar system is suggested for all internal
surfaces, concrete or metallic, if possible, follow the recommendations in WPCF Manual of Practice No.
17 “Paints and Protective Coatings for Wastewater
Treatment Facilities” or the instructions of a reputable manufacturer of protective coating systems, such as
Carboline, Koppers, Inertol, Perry-Austen, etc. Proper
surface preparation and careful application will pay off in reduced maintenance costs and longer life.

J. Storage of Pump Units Prior to Start-Up:

It is not good practice to store the Pump Units in the wet pit, especially when long periods between installation
and start-up are anticipated. If this practice cannot be avoided, rather than leaving them on their Discharge
Connections, secure them and their power cable at
some point above any anticipated liquid level. Pay
special attention to unprotected open cable ends; seal
them off and make sure that they are not submerged or
exposed to moisture. Penetration of moisture through
the cable may cause breakdown of the insulation,
arcing at the pump terminal board, destruction of the
Junction Chamber and serious damage to the pump.

If in doubt, before start-up, re-check the cable, Cable Entry and Junction Chamber following instructions in
the Maintenance Manual under “Electrical Checks”.

If possible, connect Pumps power cables to Control
Panel and during longer periods until the official start-up, start and run the units manually for 30 seconds at least once every two weeks. (see “Storage” in this section.)
Installation Procedures
4/08 6/90
9

Issued: Supersedes: 2/96
Storage
6/90
Each Flygt pump leaves the factory properly assembled
and prepaired to perform even after a reasonable idle
time in storage. However, as prolonged idle time can be detrimental to any rotating machinery, the procedures
outlined below should be followed in order to insure
that the equipment is in top condition to operate when
finally installed. Whenever possible, store pumping units in a dry environment free of extreme temperatures and
strong direct sunlight.

NEW pumps:

Storage 6 to 12 months:

In general, rotating machinery left idle for extended
periods of time, tends to establish a “set” position due to inaction of the moving parts. Some of these areas
may be damaged (especially seals) from the sudden
fast breakaway of start-up after a prolonged idle time. To insure that all rotating parts are free for final installation and start-up, it is good practice to rotate the impeller by hand once a month. It is also good practice to relieve
the tension on the cable entry sealing grommet by
backing off the cable entry compression screws slightly.

If this is done, it is most important that a clear note be attached as a reminder to:

Re-Tighten Cable Entry Compression Screws Before
Installation.

Storage 12 to 24 months:

In addition to the above, apply a protective spray coating of silicone or rust inhibiting oil to the impeller and inside of the volute by spraying in through the volute outlet
and up through the volute inlet. Also coat the volute
outlet flange face.

USED pumps:

Before storing a used pump for an extended period of
time, the unit should be dismantled, checked for any
defects, repaired where necessary and reassembled. At
reassembly, follow instructions in the Service Manual,
especially regarding seal assemblies. Protect the
impeller and volute as mentioned in the paragraph above.

In all cases, it is good practice to check all external bolts, nuts and screws for tightness before final installation after extended storage.

CONTROLS:

It is most important to make sure that Electrical
Controls, when subjected to extended storage, be
stored in a protected dry environment free from any
corrosive atmosphere. Moisture in any form, including
condensation, can cause serious corrosion problems to
the contact point surfaces as well as terminal connections.

Even though all terminal connections have been made
tight on initial assembly at the factory, they may not remain 100% tight over an extended storage period due to the
compressibility of the copper wire and possible movement due to variations in ambient temperature. The problem
will vary in degree depending on wire size and whether
the terminal connection is of solid or stranded wire. To insure proper operation, recheck all terminal connection screws for tightness prior to placing the control on line. 10

Xylem Water Solutions USA, Inc.

Flygt Products
Section 2
Pump Information
11

40 °C Max. fluid temperature
The most intelligent wastewater pump on the market. Suitable for customers operating traditional on/off pump stations who want to benefit from re-settable pump performance, clog detection and pump cleaning, soft start, constant power and motor protection.

Head
0 4
8 12
16 20
24 28
32 36
40 44
48 52
56 60
64 68
72 76
80 84
88 92
96 100
104
[ft]
0 200 400 600 800 1000 1200 [US g.p.m.]
Concertor N100-7800
200 mm
Number of blades 2
Technical specification
X - Optional installation, Wet or Dry
Configuration
100 inch
Impeller diameter 200 mm
Discharge diameter 100 inch
Motor number Installation type N6020.091 18-08-1AZ-W 10hp Inlet diameter
Maximum operating speed 500-2166.2 rpm
Materials
Curves according to:

Pump information
Discharge diameter
120 mm
Impeller diameter
Impeller Hard-Iron ™
Water, pure [100%],39.2 °F,62.42 lb/ft³,1.6891E-5 ft²/s Curve: ISO 9906
Created on 3/1/2021 Last update 3/1/2021
Project Created by Gregory Fehring
Block
12

Motor efficiency class
IE4 according to IEC/TS 60034-30-2 Ed. 1
Power factor - 1/1 Load 0.94
Power factor - 3/4 Load 0.94
Power factor - 1/2 Load 0.93
Motor efficiency - 1/1 Load 89.0 %
Motor efficiency - 3/4 Load 89.0 %
Motor efficiency - 1/2 Load 90.0 %
Nominal speed - 1/1 Load (200-240V) Nominal speed - 1/1 Load (380-480V) 1150 2300 Nominal speed - 3/4 Load (200-240V)
Nominal speed - 1/2 Load (200-240V)
Nominal speed - 3/4 Load (380-480V)
Nominal speed - 1/2 Load (380-480V)
1035
920
2070
1840
Concertor N100-7800
Technical specification
Motor - General
Frequency Rated voltage
Rated speed Rated power
Rated current
380 V
500-2166 rpm 10 hp

13.2 A
N6020.091 18-08-1AZ-W 10hp 3~Phases
Starting current 13.2 A
Motor number
ATEX approved
60 Hz
Insulation class HType of Duty
Motor - Technical
FM S1
Created on 3/1/2021 Last update 3/1/2021
Project Created by Gregory Fehring
Block
13

Concertor N100-7800 Monitoring and Control equipment
Last update 3/1/2021
Created on 3/1/2021
Project Created by Gregory Fehring
Block
14

Concertor N100-7800
Performance curve
Duty point
Flow Head
Curves according to:

Head
Pump Efficiency Overall Efficiency
Power input P1 Shaft power P2
7800

77.8%
Eff.
229 77.8%
229 7800
229
7800 (P2)
229 (P2)
7800 (P1)
229 (P1)
0 4
8 12
16 20
24 28
32 36
40 44
48 52
56 60
64 68
72 76
80 84
88 92
96 100
104
[ft]
0 5
10 15
20 25
30 35
40 45
50 55
60 65
70 75
[%]

1.0 2.0

3.0 4.0

5.0 6.0

7.0 8.0

9.0 10.0
[hp]
0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 [US g.p.m.] Water, pure [100%],39.2 °F,62.42 lb/ft³,1.6891E-5 ft²/s Curve: ISO 9906
Last update 3/1/2021
Created on 3/1/2021
Project Created by Gregory Fehring
Block
15

Pumps / Flow Head Shaft power Flow Head Shaft power Hydr.eff. Specific NPSHre Systems Energy Concertor N100-7800 Duty Analysis
Curves according to: Water, pure [100%] ; 39.2°F; 62.42lb/ft³; 1.6891E-5ft²/s Head
7800

77.8%
Eff.
0 4
8 12
16 20
24 28
32 36
40 44
48 52
56 60
64 68
72 76
80 84
88 92
96 100
104
[ft]
0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400[US g.p.m.] Operating characteristics
Created on 3/1/2021 Last update 3/1/2021
Project Created by Gregory Fehring
Block
16

Concertor™
N, DP, XPC, US-market
17

1 System Description

1.1 System overview
Flygt Concertor™ is a wastewater pumping system with integrated intelligence. It senses the operation conditions of its environment, adapting its performance, in real time and giving feedback to pumping station operators.

1.1.1 Concertor™ N
WS009752B
3 1
2 4
Parts
Number Part Description
1 Pump A Concertor™ pump.
2 Connectivity options • Controller / RTU / PLC
• Level sensors
• Cloud services
• Pump sum-alarm I/O
3 PC application The DST service tool gives access to settings and log files.

Connection is made through cable leads T3 and T4.
4 Connection to power Contactors, fuses, relays
Functions
• Overload protection
• Pump clog detection
• Pump cleaning
• Soft-start
• Constant power
• Always correct rotation
• Pump sum-alarm I/O
• Change pump performance, DST Service Tool
1 System Description
Concertor™ Technical Specification
18

1.1.2 Concertor™ DP
Parts
3 4
5 WS010901A
2 6
7 1
No. Part Product name Description
1 Pump 6020 A Concertor™ pump.
2 Gateway FPG 414 • A gateway with an embedded web server. – Digital input signal
– Analog input signal
– Modbus
– High level switch
• All the alarms are sent back to the external control system. • The operator changes the pump settings through the gateway. • Data is logged by and stored in the gateway.
3 HMI FOP 402 HMI - Alternative 1
• A touchscreen HMI that is used for navigation and selection in the menus.
• The touchscreen HMI is connected to a web server that is embedded in the gateway.
4 HMI FOP 315 HMI - Alternative 2
• A basic HMI with a jog wheel that is used for navigation and selection in the menus.
5 Computer – HMI - Alternative 3
• The computer gives access to the same menu system as the touchscreen HMI.
• The computer is connected to a web server that is embedded in the gateway.
6 Connectivity
options
– • Controller / RTU / PLC
• Level sensors
• Cloud services
7 Connection to
power
– Contactors, fuses, relays
1 System Description
Concertor™ Technical Specification
19

Functions
• External process control for dynamic pump performance • Pump clog detection
• Pump cleaning
• Soft start
• Soft stop
• Constant power
• Always correct rotation
• Overload protection
• Software upgrade with USB drive
• Backup and restore of gateway configuration with USB drive • Modbus RTU and TCP
• Setup wizard from HMI or webserver
• Pump alarms with priority A or B, through I/O
• Pump and motor control alarms, HMI or Modbus
• Alarm handling
• Status and alarm history
• User administration

1.1.3 Concertor™ XPC
Parts
1 2
6 7
5 4
3 WS011095B
9 10
No. Part Product name Description
1 Pump 6020 A Concertor™ pump.
2 Controller APP 411 • The controller starts and stops the pump based on input signals from, for example, level sensors and high-level switches.
• The operator changes the pump settings through the local HMI or through a SCADA system over Modbus.
• Data is logged by and stored in the controller.
• All the alarms are available on the local HMI and Modbus. • System communication through the backplane.
1 System Description
Concertor™ Technical Specification
20

No. Part Product name Description
3 Gateway FPG 414 A gateway that is controlled by the APP 411. • System communication through the backplane.
• All the alarms and data are sent to the controller.
4 HMI FOP 402 HMI - Alternative 1
• A touchscreen HMI that is used for navigation and selection in the menus.
• The touchscreen HMI is connected to a web server that is embedded in the controller.
5 HMI FOP 315 HMI - Alternative 2
• A basic HMI with a jog wheel that is used for navigation and selection in the menus.
6 Computer – HMI - Alternative 3
• The computer gives access to the same menu system as the touchscreen HMI.
• The computer is connected to a web server that is embedded in the controller.
7 Level sensors – • Analog sensor
• Digital switch
9 Connection to power – Contactors, fuses, relays
10 Extended I/O
module
FPG 414 A gateway that is used as an extended I/O module Functions
Pump control functions
• Pump station management
• Setup wizard from HMI or webserver
• Soft start
• Soft stop
• Always correct rotation
• Overload protection
• Hand-Off-Auto control from the HMI
• Pump alternation
• High inflow operation
• Energy minimizer
• Maximum pump cycle time
• Overflow protection
• Redundancy mode
• Pipe flush start
• Maintenance run
• Calculated flow
• Extended I/O
• External control
• Maximum pumps to run
Cleaning functions
• Pump clog detection
• Pump cleaning
• Sump cleaning, with snoring sensitivity
• Pipe cleaning
• Grease stripe minimization
Alarm and information functions
1 System Description
Concertor™ Technical Specification
21

• Alarm handling
• Sum alarm with priority level A and B indication, LED and digital output • Individual alarm indication, HMI or Modbus
• Status information and alarm history
• Station and pump alarms
• Software upgrade with USB drive
• Backup and restore of gateway and controller configuration with USB drive • Modbus RTU and TCP
• Backplane communication
• Overflow alarm and statistics
• User administration
• Personnel alarm
1 System Description
Concertor™ Technical Specification
22

2 Product Description

2.1 N-pump
Product design
The pump is submersible and based on the Dirigo™ platform, that consists of a control system and a permanent-magnet synchronous motor. For motor data, see Technical Reference on page 17.

Impeller material
• Hard-Iron™
• Stainless steel
Discharge connection (pressure class)
• LT
• MT
• HT
Installation types
The pump can be used in the following installations:

P Semipermanent, wet well arrangement with the pump installed on two guide bars. The connection to the discharge is automatic.

S Portable semipermanent, wet well arrangement with hose coupling or flange for connection to the discharge pipeline.

T Vertical permanent, dry well arrangement with flange connection to the suction and discharge piping.

Z Horizontal permanent, dry well arrangement with flange connection to the suction and discharge piping.

Products included
Product Approvals
6020.181 Standard
6020.091 Ex-approved
6020.180 Standard
6020.090 Ex-approved
Enhancements, versions 6020.181/091
6020.181/091 includes I/O unit and Water cut option.
2 Product Description
Concertor™ Technical Specification
23

Illustrations
6020.181/091
WS009987C
8 15
16 10
11 12
13 9
5 4
3 14
2 1
6 7
Figure 1: Outer casing of drive unit: Gray iron
2 Product Description
Concertor™ Technical Specification
24

6020.181/091
WS009767C
8 15
16 10
11 12
13 9
5 4
3 14
2 1
6 7
Figure 2: Outer casing of drive unit: Aluminum
2 Product Description
Concertor™ Technical Specification
25

6020.180/090
WS009987B
8 10
11 12
13 9
5 4
3 14
2 1
6 7
Figure 3: Outer casing of drive unit: Gray iron
2 Product Description
Concertor™ Technical Specification
26

6020.180/090
WS009767B
8 10
11 12
13 9
5 4
3 14
2 1
6 7
Figure 4: Outer casing of drive unit: Aluminum
Parts
Position Part
1 Insert ring with a guide pin
2 Pump housing, without flush valve connection
3 Seal housing cover
4 Stator housing unit with a leakage sensor
5 Cooling jacket
/ outer casing
6 Connection housing with integrated control system
7 Lifting handle
8 Cable entry
9 Support bearing
10 Shaft unit with a permanent magnet rotor
2 Product Description
Concertor™ Technical Specification
27

Position Part
11 Main bearing
12 Mechanical seal
Plug in seal with active seal design.
13 Adaptive-N impeller
14 Oil
15 Cable leads seal, Water-cut, optional
16 I/O unit, CCI

2.1.1 Cables
Screened Flygt SUBCAB® - a heavy duty 4 screened cores motor power cable with four twisted pair screened control cores. Conductor insulation rating of 90°C, which allows for increased current. Superior mechanical strength and high abrasion and tear resistant.

Chemical resistant within pH 3-10 and ozone, oil, and flame resistant. Used up to 70°C water temperature.

2.1.2 Monitoring equipment
• Leakage sensor in the stator housing (FLS)
• Overtemperature sensors in the control system
Explosion-proof version: The stator incorporates three thermal contacts connected in series.

2.1.3 Options
• Surface treatment (Epoxy)
• Zinc anodes

2.1.4 Accessories
Example of accessories.

Item Description
Pump controllers MultiSmart
HMI FOP 315, FOP 402
Monitoring relays Supplied locally
Level sensors LTU, ENM 10
SCADA systems Flygt Cloud
Flow meters MagFlux
Discharge connections, adapters, hose connections, and other mechanical accessories

2.2 FPG 414, APP 411

2.2.1 Product design
The product is part of the Concertor™ system.

Product name Part number Description
FPG 414 8164700 Gateway for Concertor™ DP or Concertor™ XPC.

Dynamic pump performance change, through 4–20 mA or
Modbus, or APP 411.

APP 411 8011900 Controller for Concertor™ XPC
2 Product Description
Concertor™ Technical Specification
28

2.2.2 Approvals
• CE
• UL
• CSA
• RCM

2.2.3 Parts
PWR
RS485 DI
1 2 3 4 GND A

AI AO HMI
1 2 3 4 5
B GND
24VDC + _
+ _ + _
DI1
DI2
DI3
DI4
DO1
DO2
DO3
DO4

ALARM A

ALARM B

PUMP RUN/CLEAN PUMP COMMS
RS485
USB

NODE ADDRESS ON
OFF
MASTER
SLAVE
TERM
PUMP
DO1 NO COM NO COM
T4 T3 GND
DO2 DO3 NO COM NO COM DO4

ETHERNET
WS009747C
4 7 8
3 9 0
6 1 2
5 4
3 2
1 Concertor™
5 1. Front connections

2. Status LEDs

3. Top connections

4. Bottom connections

5. Backplane connector

2.3 FOP 402

2.3.1 Product design
FOP 402 is a touchscreen HMI that is connected to one or more web servers.

The HMI is installed on a wall or in the cabinet door.

Product name Part number Description
FOP 402 822 48 00 Hand-Off-Auto for one or more units.

2.3.2 Approvals
• CE
• UL
2 Product Description
Concertor™ Technical Specification
29

2.3.3 Parts
WS010904A
2 1

1. Terminals, see Terminals on page 21

2. Screen

2.4 FOP 315

2.4.1 Product design
The FOP 300 series are HMI units that are connected to a Flygt gateway or controller to provide a user-friendly interface. For information on how to use the HMI, see the Installation, Operation, and Maintenance manuals for the related products or the System Installation and Operation manual.

The HMI is handheld, or mounted in or on a cabinet door, or inside a cabinet.

Product name Article number Description
FOP 315 823 88 00 • Hand/Off/Auto for between one and eight mixers or pumps
• One set of Hand, Off, Auto buttons

2.4.2 Approvals
• CE
• CSA
• UL
2 Product Description
Concertor™ Technical Specification
30

2.4.3 Parts
2 31 4 5 6 7
WS010861B
11 12
8 9
10 Number Part Description
1 Screen The screen shows the menu system.
2 Power on LED The blue color shows that the unit is in operating mode. 3 Alarm LED The light blinks red when there is an alarm. 4 Jog wheel The jog wheel is used for navigation and selection in the menus. • Rotate it to navigate.
• Press it to select.
5 Home button The home button is used to return to the Home menu. 6 Back button The back button is used to return to the previous menu. 7 Status LEDs • Hand button: Orange when active
• Off button: Red when stopped
• Auto button: Green when active
8 Hand button The hand button is used to change from auto mode to manual mode. 9 Off button The off button is used to stop the unit or units, when manual mode is used. 10 Auto button The auto button is used to change from manual to auto mode. 11 Terminals See Terminals on page 22.
12 Cable 5–lead DeviceNet cable for connection to gateway or controller.

2.4.4 The data plate
2 3 4 5
6 7 8
1 WS009759B

1. Brand

2. Product

3. Power supply

4. Country of origin, manufacturer

5. Approvals

6. Part number

7. Serial number

8. Waste disposal symbol
2 Product Description
Concertor™ Technical Specification
31

3 Technical Reference

3.1 N-pump

3.1.1 Motor data
The drive unit includes a synchronous motor with IE4 equivalent efficiency.

NOTICE:

Do not connect a starter or a Variable Frequency Drive (VFD) to this unit.

Feature Description
Input frequency 50–60 Hz
Input supply 3-phase
• 380–480 V
• 200–240 V
Maximum starts per hour Pump only: 60
Pump with gateway or controller: 240
Design in applicable parts According to IEC 60034–1
Voltage variation • Continuously running: Maximum ±5%
• Intermittently running: Maximum ±10%
Voltage imbalance between the phases Maximum of 2%
Stator insulation class In accordance with class H (180°C, 356°F) Total harmonic distortion (THD) at full load < 27%
Motor encapsulation
Motor encapsulation is in accordance with IP68.

3.1.2 Application limits
Data Description
Liquid temperature Maximum 40°C (104°F)
Liquid density Maximum 1100 kg/m3 (9.2 lb per US gal)
pH of the pumped liquid 5.5–14
Depth of immersion Maximum 20 m (65 ft)

3.1.3 Materials
Table 1: Major parts except mechanical seals
Denomination Material ASTM EN
Major castings Cast iron, gray 35B GJL-250
Cooling jacket, alternative 1 Cast iron, gray 35B GJL-250 Cooling jacket, alternative 2 Aluminum H5202-86-AC4A 1706:AC-43100+43000 Pump housing Cast iron, gray 35B GJL-250
Impeller, alternative 1 Hard-Iron™ A 532 IIIA GJN-HB555(XCR23) Impeller, alternative 2 Stainless steel, Duplex CD-4MCuN 10283:1.4474 Insert ring Cast iron, Hard-Iron™ A 532 IIIA GJN-HB555(XCR23) Lifting handle Stainless steel AISI 316L 1.4404,1.4432, … Shaft Stainless steel AISI 431 1.4057+QT800
3 Technical Reference
Concertor™ Technical Specification
32

Denomination Material ASTM EN
Screws and nuts Stainless steel, A4 AISI 316L, 316, 316Ti 1.4401,1.4404, … O-rings Nitrile rubber (NBR) 70°
IRH
- -
Oil A medical white oil of
paraffin type that fulfills
FDA 172.878 (a) and
viscosity close to VG32.
- -
Table 2: Mechanical seals
Alternative Inner seal Outer seal
1 Corrosion resistant cemented carbide (WCCR)/
Corrosion resistant cemented carbide (WCCR)
Corrosion resistant cemented carbide
(WCCR)/ Corrosion resistant cemented
carbide (WCCR)
2 Corrosion resistant cemented carbide (WCCR)/
Corrosion resistant cemented carbide (WCCR)
Silicon carbide (RSiC)/ Silicon carbide
(RSiC)

3.1.4 Surface treatment
Priming Finish
Painted with a primer, see internal standard
M0700.00.0002
Navy gray color NCS 5804-B07G. Two-component highsolid top coating, see internal standard M0700.00.0004 for standard painting and M0700.00.0008 for special
painting.

3.2 FPG 414, APP 411

3.2.1 Dimensions
DI RS485
1 2 3 4 GND A

AI AO HMI
1 2 3 4 5
B GND
24VDC
+ _
+ _ + _
PWR
DI1
DI2
DI3
DI4
DO1
DO2
DO3
DO4

ALARM A

ALARM B

PUMP RUN/CLEAN

PUMP COMMS
RS485
USB
NODE

ADDRESS
ON
OFF
MASTER
TERM
SLAVE
PUMP
DO1

NO COM NO COM
T4 T3 GND
DO2
DO3

NO COM NO COM
DO4

ETHERNET
1 2 3 4
6 5
7 8 9 0
1 2
3 WS009746B
Concertor™

1. 112 mm (4.4 in)

2. 45 mm (1.8 in)

3. 106 mm (4.2 in)

3.2.2 Environmental requirements
Parameter Value
Operating temperature -20°C – +65°C (-4°F – 149°F)
Storage temperature -20°C – +70°C (-4°F – 158°F)
Operating humidity Relative humidity, non-condensing: 5 – 95% Sunlight exposure UV-resistant
Maximum altitude • With UL approval: Maximum 2000 m (6562 ft) • Without UL approval: 4000 m (13 123 ft)
Pollution degree 2
Installation location Indoors
3 Technical Reference
Concertor™ Technical Specification
33

3.2.3 IP-rating
IP20

3.2.4 Electrical data
Parameter Value
Supply voltage + 24 VDC
Supply voltage tolerance 21.5–28.5 VDC
Current consumption < 700 mA. Typical: 150 mA

3.2.5 Terminals
PWR
RS485 DI
1 2 3 4 GND A

AI AO HMI
1 2 3 4 5
B GND
24VDC + _
+ _ + _
DI1
DI2
DI3
DI4
DO1
DO2
DO3
DO4

ALARM A

ALARM B

PUMP RUN/CLEAN PUMP COMMS
RS485
USB

NODE ADDRESS ON
OFF
MASTER
SLAVE
TERM
PUMP
DO1 NO COM NO COM
T4 T3 GND
DO2 DO3 NO COM NO COM
DO4

ETHERNET
4 7 8
3 9 0
6 1 2
5 1
2 4
3 WS009749C
7 8 9 10 13 11 12
5 6
Concertor™
14 Section Terminal Description
1 NODE ADDRESS Node address
0–9, rotary switch. 0 is not used.
2 TERM Backplane termination switch
3 USB Standard type A USB socket
4 MASTER, SLAVE MASTER/SLAVE switch
5 AI + Isolated analog input, 4–20 mA
Maximum 24 VDC
Scaling: 0–100%
Offset: 0–16 mA with 0.1 mA resolution
–
AO + Analog output, 4–20 mA
– Maximum 24 VDC
6 DI 1 Digital inputs
2 Maximum 24 VDC
3 4
GND Common ground (earth)
7 HMI
• Flygt FOP 315
1 Ground
2 CAN low
3 Shield
4 CAN high
5 + 24 VDC output
8 RS-485 A Modbus RTU
B
GND
3 Technical Reference
Concertor™ Technical Specification
34

Section Terminal Description
9 24 VDC + 24 VDC
Tolerance: 21.5–28.5 VDC
The power supply unit must fulfill isolation class II.
< 700 mA. Typical: 150 mA
Fuse: 1 A
–
10 DO3 NO Digital outputs
Potential free relay output
Maximum 250 VAC, or 30 VDC, 5 A
External fuse required, 5 A
COM
DO4 NO
COM
11 DO1 NO
COM
DO2 NO
COM
12 PUMP T4 Pump communication
T3
GND Not used
13 Ethernet • Modbus TCP
• Web server
14 Backplane The Flygt controller communicates with the Flygt gateways through the backplane.

3.3 FOP 402

3.3.1 Dimensions

3.05 mm (0.12 in)

36.5 mm
(1.44 in)

5.7 mm
(0.22 in) 128.4 mm (5.06 in)
197 mm (7.76 in)
140 mm (5.5 in)
185.4 mm (7.30 in)

10.5 mm(0.41 in)
WS010903A
3 Technical Reference
Concertor™ Technical Specification
35

3.3.2 Environmental requirements
Parameter Value
Operating temperature -20°C – +60°C (-4°F – +140°F)
Storage temperature -30°C – +80°C (-22°F – +176°F)
Operating humidity Relative humidity: 20–90 %

3.3.3 IP-rating
• IP20, back side
• IP65, front side

3.3.4 Electrical data
Parameter Value
Supply voltage 24 VDC
Maximum current at nominal voltage 0.35 A at 24 VDC
Maximum power consumption 8.5 W
Voltage range 24 VDC (-15% / +20%)

3.3.5 Display data
Part Description
Processor ARM Cortex A9, dual core, 800 MHz
Display 7” TFT LED, resolution 800 x 480 pixels
Brightness 500 cd/m2
Contrast ratio 600:1
Colors 16.7 M
Touch-panel type Multi-touch, PCT
Memory 512 MB Flash, 1 GB RAM

3.3.6 Terminals
1 2 3
WS010905A
4 Number Terminal Description
1 Ethernet -
2 USB The HMI is equipped with a USB 2.0
host controller with two USB
interfaces.
3 Power supply 24 VDC
4 Grounding clip -
3 Technical Reference
Concertor™ Technical Specification
36

3.4 FOP 315

3.4.1 Dimensions
33 mm (1.3 in)
47 mm (1.9 in)
WS010860B
205 mm (8.1 in)
110 mm (4.3 in)

3.4.2 Environmental requirements
Parameter Value
Operating temperature -20°C – +70°C (-4°F – 158°F)
Storage temperature -20°C – +85°C (-4°F – 185°F)
Operating humidity Relative humidity, non-condensing: 90% Sunlight exposure UV resistant, avoid direct sunlight

3.4.3 IP-rating
Installation IP-rating
On a cabinet door Front: IP54. Back: IP21
In a cabinet door Front: IP54. Back: IP21
• DIN rail
• Hand-held
IP20

3.4.4 Electrical data
Parameter Value
Supply voltage 24 VDC
Supply voltage tolerance ± 10%
Current consumption < 100 mA

3.4.5 Terminals
WS009650A
1 2 3 4 5
Number Terminal Description Cable color
1 GND Ground (earth), 0 V Black
2 L CAN low Blue
3 — Screen. Not used. Transparent
4 H CAN high White
5 +24 V Power supply, +24 V Red
The power supply unit must fulfill isolation class II.
3 Technical Reference
Concertor™ Technical Specification
37

Issued: Supersedes:

5.5 200 - 3 S3x6+3x6/3+S(4x0.5) 94 19 91 1 200
240 0.83"(21mm)

7.5 380 - 3 S3x2.5+3x2.5/3+S(4x0.5) 94 19 90 1 280
480 0.75"(19mm)
10 380 - 3 S3x2.5+3x2.5/3+S(4x0.5) 94 19 90 1 215
480 0.75"(19mm)
6020
HP Volts
Cable Size/
Nominal O.D.

No. of
Cables
Pump
Model
Part
Number
Max. Cable
Length
(Ft) Ø
6020 Standard Pump Cable
6/18
See last page for break down of conductors used in one cable. 38

Issued: Supersedes: 10/14
4 G 50
43mm (1.69")
(3) 50 mm2
(PWR)
(1) 50 mm2 (GND) 94 20 66
S12 X 1.5

30.0 mm (1.18") (12) 1.5 mm2 94 08 94 (CTRL)
4 G 70
47mm (1.85")
(3) 70 mm2
(PWR)
(1) 70 mm2 (GND) 94 20 67
4 G 95
56mm (2.2")
(3) 95 mm2
(PWR)
(1) 95 mm2 (GND) 94 20 68
4 G 120
58mm (2.3")
(3) 120 mm2 (PWR)
(1) 120 mm2 (GND) 94 20 69

CABLE SIZE/
NOMINAL DIA.

CONDUCTORS
(IN ONE CABLE)
PART
NUMBER
SUBCAB - Metric
General
SUBCAB is manufactured to Flygt specifications
and in accordance with international standards
(IEC).

Ratings
Voltage - 750 volts;
Current - determined by size of conductors;
Temperature - 90° C total, based on a 40° C
ambient.

Materials
Jacket - chlorinated polyethylene rubber;
Conductor insulation - ethylene propylene
rubber (EPR).

Coding
Power conductors - black, blue or grey, brown;
Ground conductors - green/yellow;
Cables with more than 4 conductors will have all
conductors colored black with white numbers
printed on them.

Approvals
Factory mutual.

CSA
S24 X 1.5

36.0 mm (1.42") (24) 1.5 mm2 94 08 95 (CTRL)

IEC CABLE CODE
4 G 70
"G" indicates that one of the conductors is
a ground wire (green/yellow).
"X" indicates no ground wire in cable.

Size of conductor in square millimeters.

Total number of conductors in cable
Metric wire sizes are expressed as millimeters squared.

This is the cross-sectional area of the copper conductor.

Metric to AWG Conversion
mm2 AWG or kcmil

1.5 16

2.5 14
4 12
6 10
10 8
16 6
25 4
35 2
50 1
70 1/0
70 2/0
95 3/0
120 4/0
150 300kcmil
185 350kcmil
(PWR) = Power (GND) = Ground (CTRL) = Control
39

Issued: Supersedes: 10/14
Power Cable - cross reference
10/12
S3x2.5+3x2.5/3+S(4x0.5)
Shielded cable
3 Power conductors

2.5 mm2 conductor
cross sectional area
3 Ground conductors

2.5/3 mm2 Ground
conductor cross sectional area
(per conductor)
Shielded cable
4 Sensor conductors

0.5 mm2 conductor cross sectional area
40

Issued: Supersedes:

Conductors
(in one cable)
Cable Size/
Nominal O.D.

Standard - Unshielded Cable
Conductors
(in one cable)
Cable Size/
Nominal O.D.

Optional - Shielded Cable
4G2.5

0.51"-(13.0 mm)
4Gx2.5+2x1.5

0.69"-(17.5 mm)
4Gx4

0.65"-(16.5 mm)
4G4+2x1.5

0.83"-(21.0 mm)
4G6

0.73"-(18.5 mm)
4G6+2x1.5

0.94"-(24.0 mm)
4G10+S(2x0.5)

0.98"-(25.0 mm)
4G10+S(2x0.5)

0.98"-(25.0 mm)
4G16+S(2x0.5)

1.06"-(27.0 mm)
4G25+S(2x0.5)

1.30"-(33.0 mm)
3x50+2G35/2+S(2x0.5)

1.42"-(36.0 mm)
3x50+2G35/2+S(2x0.5)

1.42"-(36.0 mm)
3x70+2G35/2+S(2x0.5)

1.56"-(39.5 mm)
3x95+2G50/2+S(2x0.5)

1.91"-(48.5 mm)
3x120+2G70/2+S(2x0.5)

2.17"-(55.0 mm)
(3) 2.5 mm2 (PWR)
(1) 2.5 mm2
(GND)
(3) 2.5 mm2 (PWR)
(1) 2.5 mm2 (GND)
(2) 1.5 mm2
(CTRL)
(3) 4.0 mm2
(PWR)
(1) 4.0 mm2
(GND)
(3) 4.0 mm2 (PWR)
(1) 4.0 mm2 (GND)
(2) 1.5 mm2 (CTRL)
(3) 6.0 mm2
(PWR)
(1) 6.0 mm2 (GND)
(3) 6.0 mm2 (PWR)
(1) 6.0 mm2
(GND)
(2) 1.5 mm2 (CTRL)
(3) 10.0 mm2 (PWR)
(1) 10.0 mm2 (GND)
(2) 0.5 mm2
(*CTRL)
(3) 10.0 mm2 (PWR)
(1) 10.0 mm2 (GND)
(2) 0.5 mm2 (*CTRL)
(3) 16.0 mm2
(PWR)
(1) 16.0 mm2 (GND)
(2) 0.5 mm2 (*CTRL)
(3) 25.0 mm2
(PWR)
(1) 25.0 mm2 (GND)
(2) 0.5 mm2 (*CTRL)
(3) 50.0 mm2 (PWR)
(2) 17.5 mm2 (GND)
(2) 0.5 mm2 (*CTRL)
(3) 50.0 mm2 (PWR)
(2) 17.5 mm2
(GND)
(2) 0.5 mm2 (*CTRL)
(3) 70.0 mm2 (PWR)
(2) 17.5 mm2 (GND)
(2) 0.5 mm2
(*CTRL)
(3) 95.0 mm2
(PWR)
(2) 25.0 mm2 (GND)
(2) 0.5 mm2 (*CTRL)
(3) 120.0 mm2 (PWR)
(2) 35.0 mm2 (GND)
(2) 0.5 mm2 (*CTRL)
(3) 2.5 mm2
(PWR)
(3) 0.8 mm2
(GND)
(4) 0.5 mm2 (CTRL)
"
(3) 6.0 mm2 (PWR)
(3) 2.0 mm2 (GND)
(4) 0.5 mm2 (CTRL)
"
"
"
(3) 10.0 mm2 (PWR)
(3) 3.3 mm2 (GND)
(4) 0.5 mm2 (CTRL)
"
(3) 16.0 mm2 (PWR)
(3) 5.3 mm2 (GND)
(4) 0.5 mm2 (CTRL)
(3) 25.0 mm2 (PWR)
(3) 5.3 mm2
(GND)
(4) 0.5 mm2
(CTRL)
(3) 50.0 mm2 (PWR)
(3) 8.3 mm2
(GND)
(4) 0.5 mm2 (CTRL)
(3) 50.0 mm2 (PWR)
(3) 8.3 mm2 (GND)
(4) 0.5 mm2
(CTRL)
(3) 70.0 mm2
(PWR)
(3) 11.6 mm2
(GND)
(2) 0.5 mm2 (CTRL)
(3) 95.0 mm2 (PWR)
(3) 16.6 mm2 (GND)
(2) 0.5 mm2 (CTRL)
(3) 120.0 mm2
(PWR)
(3) 23.3 mm2 (GND)
(2) 0.5 mm2 (CTRL)
Part
Number
*Shielded **AWG cable no longer available. (PWR) = Power (GND) = Ground (CTRL) = Control Part
Number
94 20 42
94 20 59
94 20 43
94 20 60
94 20 44
94 20 56
94 19 81
94 19 81
94 19 82
94 19 83
94 19 85
94 19 85
94 19 86
94 19 87
94 19 88
94 19 90
"
94 19 91
"
"
"
94 19 92
"
94 19 93
94 19 94
94 19 96
94 19 96
94 19 97
94 19 98
94 19 99
6/15
14/4
14/7
12/4
12/7
10/4
10/3-2-1-GC
8/4
8/3-2-1-GC
6/3-2-1-GC
4/3-2-1-GC
1/3-2-1-GC
4G50
4G70
4G95
4G120
94 21 01
94 21 02
94 21 03
94 21 04
94 21 05
94 21 06
94 21 07
94 21 08
94 21 09
94 21 10
94 21 11
94 20 66
94 20 67
94 20 68
94 20 69
AWG**
Part
Number
Power Cable - cross reference
10/14
Metric
S3x2.5+3x2.5/3+S(4x0.5)

0.75"-(19.0mm)
"
S3x6+3x6/3+S(4x0.5)

0.83"-(21.0mm)
"
"
"
S3x10+3x10/3+S(4x0.5)

0.98"-(25.0mm)
"
S3x16+3x16/3+S(4x0.5)

0.98"-(25.0mm)
S3x25+3x16/3+S(4x0.5)

1.18"-(30.0mm)
S3x50+3x25/3+S(4x0.5)

1.54"-(39.0mm)
S3x50+3x25/3+S(4x0.5)

1.54"-(39.0mm)
S3x70+3x35/3+2S(2x0.5)

1.69"-(43.0mm)
S3x95+3x50/3+2S(2x0.5)

1.79"-(46.0mm)
S3x120+3x70/3+2S(2x0.5)

2.00"-(51.0mm)
41

42

Xylem Water Solutions USA, Inc.

Flygt Products
Section 3
Accessories
43

REV DATE DESCRIPTION BY TOTAL SHTS PROJECT NO. REV DWG NO. XYLEM WATER SOLUTIONS CONCERTOR36X30LAYOUT- NTS - - - - 4 1.2A 36X30X12 1 14-530276 CABINET & DEADFRONT 44

REV DATE DESCRIPTION BY TOTAL SHTS PROJECT NO. REV DWG NO. XYLEM WATER SOLUTIONS CONCERTOR36X30LAYOUT- NTS - - - - 4 1.2A 36X30X12 2 14-530276 PANEL INTERIOR 45

REV DATE DESCRIPTION BY TOTAL SHTS PROJECT NO. REV DWG NO. XYLEM WATER SOLUTIONS CONCERTOR36X30LAYOUT- NTS - - - - 4 1.2A 36X30X12 3 14-530276 TERMINAL BLOCK DETAIL 46

REV DATE DESCRIPTION BY TOTAL SHTS PROJECT NO. REV DWG NO. GEN-2 BW 1.2 4 36X30LAYOUT 1.2A 4 14-530276 47

REV DATE DESCRIPTION BY TOTAL SHTS PROJECT NO. REV DWG NO. XYLEM WATER SOLUTIONS CONCERTOR 480V POWER WIRING SCHEMATIC 480VWIRING- NTS - - - - 8 1.2A - - - - 1 14-530276 48

REV DATE DESCRIPTION BY TOTAL SHTS PROJECT NO. REV DWG NO. XYLEM WATER SOLUTIONS CONCERTOR 480V POWER WIRING SCHEMATIC 480VWIRING- NTS - - - - 8 1.2A - - - - 2 14-530276 49

REV DATE DESCRIPTION BY TOTAL SHTS PROJECT NO. REV DWG NO. XYLEM WATER SOLUTIONS CONCERTOR 480V POWER WIRING SCHEMATIC 480VWIRING- NTS - - - - 8 1.2A - - - - 3 14-530276 50

REV DATE DESCRIPTION BY TOTAL SHTS PROJECT NO. REV DWG NO. XYLEM WATER SOLUTIONS CONCERTOR 480V POWER WIRING SCHEMATIC 480VWIRING- NTS - - - - 8 1.2A - - - - 4 14-530276 51

REV DATE DESCRIPTION BY TOTAL SHTS PROJECT NO. REV DWG NO. XYLEM WATER SOLUTIONS CONCERTOR 480V POWER WIRING SCHEMATIC 480VWIRING- NTS - - - - 8 1.2A - - - - 5 14-530276 52

REV DATE DESCRIPTION BY TOTAL SHTS PROJECT NO. REV DWG NO. XYLEM WATER SOLUTIONS CONCERTOR 480V POWER WIRING SCHEMATIC 480VWIRING- NTS - - - - 8 1.2A - - - - 6 14-530276 53

REV DATE DESCRIPTION BY TOTAL SHTS PROJECT NO. REV DWG NO. XYLEM WATER SOLUTIONS CONCERTOR 480V POWER WIRING SCHEMATIC 480VWIRING- NTS - - - - 8 1.2A - - - - 7 14-530276 54

I. ≥ ≥ ≥ II. μ III. IV. V. VI. VII. VIII. IX. X. HAZARDOUS AREA NON HAZARDOUS AREA INSTALLATION GUIDELINE FOR ART. NR. 2865434 MODEL NR. MACX MCR-EX-SL-NAM-R INSTALLATION GUIDELINE FOR ART. NR. 2865340 MODEL NR. MACX MCR-EX-SL-RPSSI-I REV DATE DESCRIPTION BY TOTAL SHTS PROJECT NO. REV DWG NO. XYLEM WATER SOLUTIONS CONCERTOR 480V POWER WIRING SCHEMATIC 480VWIRING- NTS - - - - 8 1.2A - - - - 8 14-530276 55

REV DATE DESCRIPTION BY SHT PROJECT NO. REV OF SHTS DWG NO. 1 BRACKETS 0 1 56

REV DATE DESCRIPTION BY SHT PROJECT NO. REV OF SHTS DWG NO. 1 CONCERTORISB 1 1 57

STANDARD Xylem Water Solutions AB
Doc Type: Standard
A-class: A3261
M-class/Serial No: M4301.99.0009
Page: 1 (2)
Edition: 4
Date: 2017-01-12
Issued by: RSPP/LL
LEVEL SENSOR LTU 801
Programmable 2-wire drown sond with
separate USB Interface for setting of
customized level measurement range and
zero offset calibration
Material:

Casing – Ryton PPS
Cable insulation – PUR
Measurement cell packing: Silicone
Diaphragm: 99,9 % pure ceramic
Measures: Casing 50 x 135 mm (Diameter x length)
Cable: Screened, 2 x 0.5 mm2(pressure) + 5 x 0.15 mm2(data), with capillary tube including humidity filter
Construction: Gas and watertight IP 68
Sensing principle: Ceramic capacitive, relative pressure Measuring range: see table below
Supply voltage: 10–30 V DC, 12-30 V DC for cable length more than 110 m
Output signal: two-wire 4 - 20 mA (passive signal)
Max. overpressure: 4 bar: 0-2m, 10 bar: 0-5m & 0-10m
Temperature range: -10 to +70°C
Temperature deviation:

Better than ± 0.02% per °C
Measurement accuracy:

Better than ±0.2% FS at full temperature range
Better than ±0.1% at 10-30°C
Linearity/Stability:

Better than ± 0.2%
Long time stability:

Better than ± 0.1% FS per year
Approvals:

EMC 2004/108/EC EN 61326-1, 61326-2-3
ATEX 94/9/EC, II 2G Ex ia IIC T6, II 2G Ex ia IIC T5, II 2G Ex ia IIC T4
UL Class 1,2 and 3 Division 1 Group A-D T4/T5/T6
58

STANDARD Xylem Water Solutions AB
Doc Type: Standard
A-class: A3261
M-class/Serial No: M4301.99.0009
Page: 2 (2)
Edition: 4
Date: 2017-01-12
Issued by: RSPP/LL
LEVEL SENSOR LTU 801
Programmable 2-wire drown sond with
separate USB Interface for setting of
customized level measurement range and
zero offset calibration
Mounting type 1:

Free-hanging Mounting type 2:

Threaded for pipe mounting
Measuring
range
(m)
Cable length
(m) Brand Type Mounting type Part number
0-2 12 Flygt LTU 801 1 84 62 30
0-5 12 Flygt LTU 801 1 84 62 31
0-5 12 Flygt LTU 801 2 84 62 32
0-5 30 Flygt LTU 801 1 84 62 33
0–5 50 Flygt LTU 801 1 84 62 34
0–10 12 Flygt LTU 801 1 84 62 35
0–10 25 Flygt LTU 801 1 84 62 36
Ed. Revision CR no and/or dep/name
4 84 62 37 – 84 62 43 moved to M4301.99.0010.

Updated format. RCOS/Gunnar Törnquist
59

1 Practical Information

1.1 Definitions
Types of kits
P-installation S-installation T-installation Z-installation Sliding bracket kits for guide system 2 in. The discharge connections, guide pipes, and brackets are ordered separately.

Discharge bend for hose or threaded connection.T-stand with 90° bend and inspection hatch. The rotation adapter is optional.

Z-stand with telescopic opening.

The rails and the service cart are
optional.

Pump with lifting handle.
4 1
3 2

1. Discharge connection, guide
pipes, and brackets. Optional.

2. Discharge connection inlet

3. Sliding bracket kit

4. Pump outlet
1 2

1. Coupling type: Hose or threaded

2. Pump outlet
1 2
3 1. Pump outlet

2. Rotation adapter. Optional

3. Stand unit inlet
1 5
4 6
2 3

1. Stand unit inlet

2. Pump outlet

3. Drainage plug

4. Support unit

5. Rails

6. Service cart
Coating
Standard coating Primer and top coating.

Special coating Blasted clean metal that is coated with oxirane ester. Thickness approximately 360 μm.

KIT CATALOG
887076_3.0
Concertor™
Installation Kits 6020
1 60

2 P-installation

2.1 Sliding bracket kits
Flange surface: Rubber
4 5
1 3
2 WS010409A

1. Sliding bracket

2. Seal ring, rubber

3. Stud

4. Washer

5. Nut
Flange surface: Metal
WS010408B
4 5
1 2 3

1. Sliding bracket

2. Gasket

3. Stud

4. Washer

5. Nut
All installation kits are applicable to guide system 2 in.

Kit part No. Pump outlet DN (in.) Flange surface Discharge connection inlet, mm (in.) Standard coating Special coating 748 18 15 748 18 45 DN 80 (3) Metal 80 (3)
748 18 10 748 18 90 DN 80 (3) Rubber 80 (3)
748 18 15 748 18 45 DN 80 (3) Metal 100 (4)
748 18 63 748 18 64 DN 80 (3) Rubber 100 (4)
748 18 25 748 18 46 DN 100 (4) Metal 100 (4)
748 18 63 748 18 64 DN 100 (4) Rubber 100 (4)
748 18 25 748 18 46 DN 100 (4) Metal 150 (6)
748 18 33 748 18 49 DN 100 (4) Rubber 150 (6)
748 18 35 748 18 48 DN 150 (6) Metal 150 (6)
748 18 33 748 18 49 DN 150 (6) Rubber 150 (6)
2 61

Issued: Supersedes: 2/12 12/11
Standard CP/NP Discharge Connections (Cast Iron)
Note:

The discharge connection shown here
is typical in appearence for most pumps.

B
D C
K
J I
A
E
G
F
H
2" - 3045, 3057,
CP/FP-3068.
2 1/2" - DP/FP-3068.
3" - 3045, 3057,
CP-3068.
3" - DP-3068, 3080,
3085, 3102,
3127, 3153.

4" - 3080, 3085,
3102, 3127,
3153, 3171,
3202.
6" - 3102,
3127(MT),
3153, 3171.
6" - 3153, 3171,
3202.
6" - R3231
6" - 3127(LT), 3301,
3315.
4 7 7/8
5 1/2
9 7/8
9 7/8
11 11
19 3/4
11 1/8
4 1/2
4 3/4
4 1/8
8 8
10 10
15 3/4
10 5 1/2
7 7/8
5 1/2
10 5/8
10 5/8
12 3/16
12 3/16
19 3/4
12 3/16
7 1/4
11 7/16
10 3/4
15 3/8
15 3/8
15 3/8
15 15/16
23 5/8
15 15/16
6 3/4
9 7/8
6 3/4
15 3/4
15 3/4
17 3/4
17 3/4
15 3/4
18 3 15/16
6 1/2
3 15/16
7 7/8
7 7/8
9 7/8
9 7/8
7 7/8
10 1/8
7/8
4 9/16
7/8
4 9/16
4 9/16
4 9/16
4 9/16
6 7/8
4 9/16
3 13/16
11 5/8
6 3/4
14 14 3/8
15 9/16
15 9/16
20 11/16
15 9/16
---
45°
---
45°

22.5°

22.5°

22.5°

22.5°

22.5°
2"-11 1/2 NPT
2 1/2"
3-8 NPT
3"
4"
6"
6"
6"
6"
2"
2 1/2"
2"
3"
4"
5 1/2"
5 1/2"
6"
6"
486 55 01
493 17 06
555 48 01
444 68 05
540 13 05
444 70 06
602 33 06
388 25 06
604 56 06
Part
Number
Disch.

Inlet
Disch.

Outlet
All dimensions (inches)

A B C D E F G H I
---
5 5/8
---
6 7 1/2
9 1/2
9 7/16
9 7/16
9 7/16
K
---
90° x 4
---
90° x 4
45° x 8
45° x 8
45° x 8
45° x 8
45° x 8
J Pump
Model
Note: Alternative discharge connections may be available, contact Flygt Application Engineering.

Caution:

Contact Flygt applications engineering
department when making a pump/
discharge connection combination other
than those paired in the chart above.
62

Issued: Supersedes:

When the level drops,
the micro switch is
activated....

When it reaches the
highest permissible
point, the second
regulator reacts....
pumping stops and
the level begins to
rise....
and pumping
resumes.
66'
66'
20'
43'
66'
66'
66'
66'
66'
582 88 27
582 88 28
582 88 29
582 88 30
582 88 31
582 88 32
582 88 33
582 88 34
582 88 35

0.65 - 0.80

0.80 - 0.95

0.95 - 1.10

0.95 - 1.10

0.95 - 1.10

1.05 - 1.20

1.20 - 1.30

1.40 1.50
Min. oper. temp. 32°F (0°C)
Max. oper. temp. 140°F (60°C)
Max. applied voltage 250VAC/30VDC
Elec. cable size AWG 19/3
Max. amperage - 16A @ 250VAC
Resistive load - 16A @ 250VAC
5A @ 30VDC
Inductive load - 4A @ 250VAC
Max. angular displacement 60°
Operating point - rising 37°
Operating point - descending 17°
Specific Gravity
of Liquid
Cable
Length
ENM-10
Sensor Specifications
ENM-10
Part Number
The simplest possible method for level control! A mechanical micro switch in a plastic casing, freely suspended at the desired height from its own cable. When the liquid level reaches the regulator, the casing will tilt and the mechanical switch will close or break the circuit, thereby starting or stopping a pump or actuating an alarm device. No wear, no maintenance! Use in sewage pumping stations, for ground water and drainage pumping - in fact, for most level control applications - the ENM-10 is the ideal solution.

The regulator casing is made of polypropylene and the cable is sheathed with a special PVC compound. The plastic components are welded and screwed together - adhesive is never used.

Impurities and deposits will not adhere to the smooth casing.

This level regulator is available in different versions, depending upon the medium in which it is to be used. The standard model can be obtained with 20, 43 or 66 feet of cable for liquids with specific gravities between 0.95 and 1.10. For other specific gravities, the regulator is only available with 66 feet of cable. The regulator can withstand temperatures of 32°F to 140°F.

Flygt Monitoring Devices
ENM-10 Liquid Level Sensors
6/94 6/90
63

Submersible Pump Guide Rail
Pipe
Size Flygt P/N Outside Diameter Identification Wall Thickness Inside
Diameter
Weight
Lbs / Ft
(inches) (foot) (inches) Steel 316Stainless
Steel ASTM
312
Schedule
No.
- t - - d - -lbPipe
Size
Schedule
No. (inches) (inches) (pounds)

0.75 .
14-490100 1.05 STD 40 40S 0.113 0.824 1.13
2 14-490103 2.375 STD 40 40S 0.154 2.067 3.65
3 14-490101 3.5 STD 40 40S 0.216 3.068 7.58
64

Issued: Supersedes:

Upper Guide Bar Bracket (for 3000, 5500 & 8000 Series Pumps) Note: use with 3" nominal guide bars
Note: use with 2" nominal guide bars
OPTIONAL:

NUT RAIL

FEATURE
Standard for the
following pumps:

Standard for the
following pumps:
6/14 9/11
NUT
RAIL

BRACKET

LATERAL NUT
NP/FP-3171
NP/FP-3202
CP/NP/RP-3231
CP-3240
NP-3301
CP/NP-3306
CP/NP-3312
NP-3315
CP-3351
CP/NP-3356
CP/NP-3400
CP-3501
CP-3531
CP-3602
CP-3800
HP-5570
11-11/16"
7-1/8"
4-3/8"
4-1/4"
DP-3068
DP-3080
CP/DP/FP/NP-3085
CP/FP/NP-3102
CP/FP/NP-3127
NP/FP-3153
NP/FP-3171
HP-5520, 5530
DP-8050, 8053, 8056, 8058
2" UPPER GUIDE BAR BRACKET
613 68 00 Galvanized Steel
613 68 04 316 Stainless Steel
3" UPPER GUIDE BAR BRACKET
661 54 00 Galvanized Steel
661 54 01 316 Stainless Steel
6-11/16"
9-13/16"
1/2" Ø1/2"
4-9/16"
3-1/8"
5-1/2"
65

Xylem Water Solutions USA, Inc.

Flygt Products
Section 4
Valve Vault
66

Material: (Standard valve, other materials on request)
Valve body: Ductile cast iron
Ball: Aluminium core with NBR coating
Nominal pressure:
125/150 lbs for connection 50-150
125 lbs for connection 200-500
Cover Gasket: O-ring NBR rubber
Bolts and Nuts: Steel 8.8 coated with IPAK yellow
acc. To DIN 934-8
Treatment: Blue epoxy paint
Liquid temperature: max.+ 70°
Designed and hydraulic test according to EN 12050-4
For spare balls see Std M2595.98.0001
Flanges according to ASME/ANSI B16.1-1989 tab.5=Class 125 (Flat faces)
Size Dimensions
Part. No. DN
Inch
DN
mm
B
mm
C
Ball
mm
D
mm
H
mm
K
mm
L
mm
No. of
Holes Ø Weight
2 50 100 63 152 115 121 203 4 19 8,5 83 91 70
2 1/2 65 114 80 *185* 135 140 *234* 4 19 12 (83 91 71)
3 80 140 96 191 160 152 241 4 19 15 83 91 72
4 100 170 125 229 200 191 292 8 19 24 83 91 73
6 150 230 180 279 260 241 356 8 23 40 83 91 74
8 200 315 250 343 335 299 495 8 23 78 83 91 75
10 250 396 320 406 490 432 698 12 25 208 83 91 76
12 300 460 370 483 490 432 698 12 25 208 83 91 77
14 350 544 440 533 590 476 787 12 29 313 (83 91 78)
Size between asterisks (*xxx*) diverge from the ANSI standard.

Ed. Revision CR no and/or dep/initials
9 Added “designed and hydraulic test according to EN
12050-4”
CR15423, RWI/AHC
67

PROJECT AREAS "B"
PROJECT AREAS "A" TRANSFORMER

NEW PRIMARY JUNCTION PEDESTAL
2-4" PRI 1-4" SEC
A. CONTRACTOR TO FURNISH AND/OR INSTALL:
"
"
B. CITY OF UKIAH TO FURNISH AND/OR INSTALL:

CONSTRUCTION NOTES:

W.O.

GRID
SCALE
DWG. No.

SHEET of
0601
7 1 4

COU PUBLIC WORKS

LIFT PUMP TRANSFORMER

PROJECT
APPROVED BY: TITLE:

AS BUILT
NUMBER
N.T.S.

SCALE 1" = 100'
No. REVISIONS DSG. BY BY CKD APPD

DATE DRAWN CHECKED
2/22/22 SB

ELECTRIC UTILITY DEPARTMENT

DESIGNED
SB
DATE
PROJECT AREAS "B"

TRANSFORMER DETAIL
PROJECT AREAS "A"

NEW PRIMARY PEDESTAL DETAIL
7' X 7' PAD

TRANSFORMER OUTLINE - DASHED

TRANSFORMER PAD CONSTRUCTION DETAIL
SCALE: N.T.S.

TOP VIEW

PLAN VIEW
CU 2170 HOWARD IND 75KVA 480Y/277V 3Ø 4W

TRANSFORMER OPENING TO FACE SOUTH
Transformer pad(s) to be inspected by Electric Utility department, prior to pouring. Call (707) 467-5774 to schedule the transformer pad inspection.

Transformer pad(s) to be compacted to 95% compaction. All backfill at transformer pad site(s) to be 1 ft. lifts.

Pad grade(s) to be equal to or above adjacent curbing or pad(s) to be 3 in. above adjacent pavement.

Face transformer pad(s) as noted.

Screening around transformer(s) must be approved by the Electric Utility department in writing.

Eight ft. of clear working space must be maintained in front of the transformer(s).

Transformer pad(s) to be level.

Concrete: Portland Cement concrete shall be class "B" conforming to section 90 of the state of California, standard specifications with a minimum compressive strength of 2,500 psi at 28 days (6" X 6" WWM or #4 Rebar 12" on Center).

Secondary conduit(s) must be aligned in the secondary compartment as shown.

Center primary conduit in primary compartment as shown.

Conduits at transformer pad(s) are to be level with top of pad.

8. 6.

5. 4.

3. 2.

1. 7.

10. 9.

11.

PURCHASING DEPARTMENT
411 West Clay Street, Ukiah CA 95482
(707) 463-6233
[email protected]
SPEC. 22-02 – Ford and Orchard Lift Station Replacement Addendum No. 2
May 12, 2022
The following is Addendum No. 2 to SPEC. NO. 22-02 – Ford and Orchard Lift Station Replacement.

This Addendum is hereby made part of the Contract Documents to the same extent as though it were originally included therein.

1. Please refer to Attachment 1, that presents a site layout that includes workflow, handed out at the Mandatory Pre-Bid Meeting.

2. The bidding schedule has been revised, and is provided as Attachment 2. Changes are identified by italicized font. Please discard the original and replace with this one.

3. The following are clarifications and additional information. a. The apartment complex sewer lateral flows into the lift station. A bypass will be required, as the apartment complex can’t be shut-down while work is being performed. b. Epoxy coat of existing wet well will be required. Please see attached revised bid sheet reflecting the addition of a line item to reflect this.
c. The contractor will be responsible for supplying and installing (2) isolation valves, (1) tee fitting located downstream of the check valves. Please refer to the attached pictures from another lift station of the City’s. Similar to the panel and termination box photos, the City wants to match/be similar with the isolation valves. It will not be the same model/size, but the same type and functionality.

4. The following are questions asked, and corresponding responses.

1. I am trying to do an estimate for the chain link fencing on this project. Items 23 and 24. I can not find layout of the fence line or specifications for the materials. Need to know how the fence is layout.

A: Approximately 30 linear feet of fencing, as a 5 ft x 10ft area. The location is shown in Attachment 1 – behind the property sign and surrounding the control cabinet. Fence to be: chain link, 6 ft. high, black wire, no barbed wire, standard posts with concrete, with a 4 ft. man gate (placement to be determined in the field). Contractor to provide submittal for review.

2. What is the anticipated incoming flow to the lift station? A: 15 gpm

3. What is the spec for the epoxy coating of the wet well? A: Please see Attachment 3 for the epoxy spec for lift stations.

4. Is the contract duration subject to negotiation?
A: The number of contract days to complete the work has changed to 15 working days. Once awarded, the contract days are not negotiable. They will only change by approved change order for acceptable reasons that are covered by the contract documents.

All other terms and conditions remain in full force and effect.

Mary V. Horger
Financial Services Manager

PROJECT AREAS "B"
PROJECT AREAS "A" TRANSFORMER

NEW PRIMARY JUNCTION PEDESTAL
2-4" PRI 1-4" SEC
A. CONTRACTOR TO FURNISH AND/OR INSTALL:
"
"
B. CITY OF UKIAH TO FURNISH AND/OR INSTALL:

CONSTRUCTION NOTES:

W.O.

GRID
SCALE
DWG. No.

SHEET of
0601
7 1 4

COU PUBLIC WORKS

LIFT PUMP TRANSFORMER

PROJECT
APPROVED BY: TITLE:

AS BUILT
NUMBER
N.T.S.

SCALE 1" = 100'
No. REVISIONS DSG. BY BY CKD APPD

DATE DRAWN CHECKED
2/22/22 SB

ELECTRIC UTILITY DEPARTMENT

DESIGNED
SB
DATE
PROJECT AREAS "B"

TRANSFORMER DETAIL
PROJECT AREAS "A"

NEW PRIMARY PEDESTAL DETAIL
7' X 7' PAD

TRANSFORMER OUTLINE - DASHED

TRANSFORMER PAD CONSTRUCTION DETAIL
SCALE: N.T.S.

TOP VIEW

PLAN VIEW
CU 2170 HOWARD IND 75KVA 480Y/277V 3Ø 4W

TRANSFORMER OPENING TO FACE SOUTH
Transformer pad(s) to be inspected by Electric Utility department, prior to pouring. Call (707) 467-5774 to schedule the transformer pad inspection.

Transformer pad(s) to be compacted to 95% compaction. All backfill at transformer pad site(s) to be 1 ft. lifts.

Pad grade(s) to be equal to or above adjacent curbing or pad(s) to be 3 in. above adjacent pavement.

Face transformer pad(s) as noted.

Screening around transformer(s) must be approved by the Electric Utility department in writing.

Eight ft. of clear working space must be maintained in front of the transformer(s).

Transformer pad(s) to be level.

Concrete: Portland Cement concrete shall be class "B" conforming to section 90 of the state of California, standard specifications with a minimum compressive strength of 2,500 psi at 28 days (6" X 6" WWM or #4 Rebar 12" on Center).

Secondary conduit(s) must be aligned in the secondary compartment as shown.

Center primary conduit in primary compartment as shown.

Conduits at transformer pad(s) are to be level with top of pad.

8. 6.

5. 4.

3. 2.

1. 7.

10. 9.

11. ATTACHMENT 1

FORD AND ORCHARD LIFT STATION REPLACEMENT 31 Spec. No. 22-02 – Reflecting Addendum 2

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.

ATTACHMENT 2

FORD AND ORCHARD LIFT STATION REPLACEMENT 32 Spec. No. 22-02 – Reflecting Addendum 2 NAME OF BIDDER:

SPEC #: 22-02
PROJECT NAME: FORD AND ORCHARD LIFT STATION REPLACEMENT ITEM# DESCRIPTION QUANTITY UNIT OF

MEASURE

UNIT PRICE TOTAL

1. MOBILIZATION, DEMOBIZATION, FINAL

CLEANUP
1 LS $__________ $__________________

2. TEMPORARY WATER POLLUTION CONTROL
PLAN
1 LS $__________ $__________________

3. CONSTRUCTION AREA SIGNS 1 LS $__________ $__________________

4. TRAFFIC CONTROL SYSTEM 1 LS $__________ $__________________

5. CONSTRUCTION SURVEY 1 LS $__________ $__________________

6. EROSION CONTROL 1 LS $__________ $__________________

7. BYPASS SEWAGE PUMPING FOR MAIN LINE 1 LS $__________ $__________________

8. BYPASS SEWAGE PUMPING FOR APARTMENT

COMPLEX
1 LS $__________ $__________________

9. LANDSCAPE REMOVAL AND REPLACEMENT, AS

REQUIRED
1 LS $__________ $__________________

10. REMOVE EXISTING PUMP STATION EQUIPMENT 1 EA $__________ $__________________

11. REMOVE EXISTING CONTROL CABINET 1 EA $__________ $__________________

12. EPOXY COAT EXISTING WET WELL;
(SUBMITTAL FOR REVIEW AND APPROVAL)
1 LS $__________ $__________________

13. INSTALL (2) PUMPS 1 EA $__________ $__________________

14. INSTALL (2) CHECK VALVES 1 EA $__________ $__________________

15. INSTALL (2) PLUG VALVES; (SUBMITTAL FOR

REVIEW AND APPROVAL)
1 EA $__________ $__________________

FORD AND ORCHARD LIFT STATION REPLACEMENT 33 Spec. No. 22-02 – Reflecting Addendum 2

16. INSTALL (1) TEE 1 EA $__________ $__________________

17. INSTALL LEVEL SENSORS 3 EA $__________ $__________________

18. INSTALL CONTROL CABINET 1 EA $__________ $__________________

19. INSTALL TERMINATION BOX 1 EA $__________ $__________________

20. TRENCH AND INSTALL 4 FEET OF CONDUIT

FROM CONTROL CABINET TO TERMINATION
BOX
1 EA
$__________ $__________________

21. INSTALL NEW POWER METER 1 LS $__________ $__________________

22. INSTALL NEW 480V 3PH. FROM METER TO

CABINET
1 LS $__________ $__________________

23. TIE-IN TO EXISTING SEWER 1 LS $__________ $__________________

24. REMOVE EXISTING PRIMARY PULL BOX 1 EA $__________ $__________________

25. INSTALL NEW PRIMARY PEDESTAL 1 EA $__________ $__________________

26. BORE 4” CONDUIT TO EAST (180’) 2 EA $__________ $__________________

27. INSTALL TRANSFORMER PAD 1 EA $__________ $__________________

28. TRENCH AND INSTALL 4” CONDUIT TO SEC.

PULL BOX SPB-1
1 EA $__________ $__________________

29. INSTALL CHAINLINK FENCE 30 LF $__________ $__________________

30. INSTALL 4 FOOT MAN GATE FOR FENCED AREA 1 EA $__________ $__________________

31. INSTALL REMOVABLE BOLLARDS ON STREET

CORNER (SUBMITTAL FOR REVIEW AND

APPROVAL)
2 EA
$__________ $__________________
TOTAL BID ==>>

FORD AND ORCHARD LIFT STATION REPLACEMENT 34 Spec. No. 22-02 – Reflecting Addendum 2 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: _____________________ 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.
_________________________________________________________________ _________________________________________________________________ _________________________________________________________________

TECHNICAL SPECIFICATIONS FOR INSTALLATION OF

PROTECTIVE COATINGS FOR LIFT STATIONS
SCOPE
Install 100% solids epoxy monolithic coating to the specified surfaces of the structures. This specification covers work, materials, equipment required for installation of a field applied monolithic interior surfacing system. The use of equipment combined with rigorous surface preparation requirements shall be used to apply the products without the use of solvents.

Product application requirements and procedures described herein include surface preparation, mixing application, material handling and storage, qualification of the applicator and application quality control.

The condition of the structure is determined to have moderate damage, such as exposed aggregates, moderate evidence of exposure to sanitary sewer gases, and evidence of minimal infiltration.

The minimum coating thickness shall be 250 mils.

REFERENCES
The following standards are hereby incorporated into these specifications by reference:

1. ASTM D638 – Tensile Properties of Plastics

2. ASTM D790 – Flexural Properties of Un-reinforced and Reinforced Plastics

3. ASTM D695 – Compressive Strength of Rigid Plastics

4. ASTM D4541 – Pull-off Strength of Coatings Using a Portable Adhesion Tester

5. ASTM D2584 – Volatile Matter Content

6. ASTM D2240 – Durometer Hardness, Type D

7. ASTM D1653 – Water Vapor Transmission of Organic Coating Films

8. ASTM D543 – Resistance of Plastics to Chemical Reagents

9. ASTM C297 – Flatwise Tensile Strength of Sandwich Constructions.

10. ASTM – The published standards of the American Society for Testing and Materials, West Conshohocken, PA.

11. NACE – The published standards of the National Association of Corrosion Engineers (NACE International), Houston, TX.

ATTACHMENT 3

SUBMITTALS
All submittals shall be submitted in accordance with the applicable portions of these specifications. The Contractor shall submit the following information to the Owner for approval prior to beginning the installation of the protective coating:

1. Manufactures data sheets for the coating materials

2. Third party test results verifying the physical properties of the coating materials meet or exceed the requirements of these specifications.

3. Applicator’s procedures for preparing the surface of the structure and installing the coating system.

4. Documentation that the Applicator of the coating has been trained and certified by the Manufacturer.

PRODUCTS
The coating system shall be a spray applied 100% solids epoxy monolithic surfacing system for use in coating new or existing lift stations and other structures. All products to be used on this project must be pre-approved by the Owner prior to installation. The following products have been pre-approved for use on this project.

A. Compound Polymer Paste (CPP) Sprayliner by EPOXYTEC
In order to be considered as an equal, a product must have the following minimum physical characteristics as measured by the applicable ASTM Standards referenced herein.

A. Minimum Compressive Strength 12,000 psi
B. Minimum Tensile Strength 7,000 psi
C. Minimum Flexural Strength 11,000 psi
D. Minimum Bond Strength 500 psi
E. Minimum corrosion resistance suitable for environments pH of 0.5 or higher

EXECUTION
Installer Qualifications:

A. All products must be installed by an Installer that has been trained and certified by the manufacturer.

Quality Assurance:

A. Applicator shall initiate and enforce quality control procedures consistent with applicable ASTM standards.

B. Applicator shall use approved specialty equipment adequate in size, capacity and number sufficient to accomplish the work in a timely manner.

Safety
A. Applicator shall perform his work in a manner to protect the health and safety of all workmen and the public.

B. All work shall be in accordance with standard industry safety practices.

C. All work, including entry into confined spaces shall be performed in strict compliance with current OSHA regulations.

Pre-Coat Inspection
A. Active flows shall be dammed, plugged or diverted as required to ensure that the liquid flow is maintained below the surfaces to be coated.

Surface Preparation
A. Applicator shall inspect all surfaces specified to receive the monolithic surfacing system prior to surface preparation. Applicator shall promptly notify Owner of any noticeable disparity in the surfaces that may interfere with the proper preparation or application of the monolithic surfacing system.

B. All concrete that is not sound or has been damaged by chemical exposure shall be restored to a sound concrete surface. All contaminants including all oils, grease, incompatible existing coatings, waxes, form release, curing compounds, efflorescence, sealers, salts, or other contaminants shall be removed.

C. Surfaces to receive protective coating shall be cleaned to produce a sound concrete or masonry surface with adequate profile and porosity to provide a strong bond between the monolithic surfacing system and the substrate. Surface preparation methods shall be based upon the conditions of the substrate and the requirements of the monolithic surfacing system to be applied.

D. If pre-installation inspection reveals infiltration (defined as visible and consistent movement of water) though the wall of the structure, a collapse in an area of the wall, a bench that needs to be rebuilt/repaired, a necessity for sandblasting (if necessary after surface preparation as described in specification) or anything that will require more than typical preparation of the structure, the contractor will advise the Owner’s representative. Such extra work will be approved in writing between the Owner and the contractor prior to the commencement of the work and shall be considered as a separate pay item.

Application

1. The interior surfacing system shall be applied to the specified surfaces of the structure.

2. The interior surfacing system shall be continuously bonded to all brick, mortar, concrete, chemical sealant, grout, pipe and other surfaces inside the lift station according to ASTM C882 testing and therefore shall be designed for hydrostatic loading.

3. The cured surfacing shall be monolithic with proper sealing connections to all un-surfaced areas and shall be placed and cured in conformance with the recommendations of the monolithic surfacing system manufacturer.

4. When cured, the system shall form a continuous, tight-fitting, hard, impermeable surfacing that is suitable for sewer system service and chemically resistant to any chemicals, bacteria or vapors normally found in domestic sewage.

5. The system shall effectively seal the interior surfaces of the lift station and prevent any penetration or leakage of groundwater infiltration.

6. The system shall be compatible with the thermal conditions of the existing lift station surfaces.

7. Application procedures shall conform to the recommendations of the interior surfacing system manufacturer, including material handling, mixing, and environmental controls during application, safety, and equipment.

8. The specified materials must be applied by an approved installer of the monolithic surfacing system.

9. The walls and bench and invert of the structure shall be lined with the monolithic surfacing system to provide a thickness as previously specified based on the condition of the existing structure. The cured surfacing shall be monolithic with proper sealing connections to all un-surfaced areas and shall be placed and cured in accordance with the recommendations of the monolithic surfacing system manufacturer.

10. Specially designed spray application equipment shall be used to apply each coat of the system.

Quality Assurance

1. Applicator shall initiate and enforce quality control procedures consistent with applicable ASTM standards.

2. Applicator shall use approved specialty equipment adequate in size, capacity and number sufficient to accomplish the work in a timely manner.

Testing and Inspection

1. During application a wet film thickness gage meeting ASTM D4414 – Standard Practice for Measurement of Wet Film Thickness of Organic Coatings by Notched Gages, shall be used to ensure a monolithic coating and uniform thickness during application.

2. The Applicator shall make a final visual inspection. Any deficiencies in the finished system shall be marked and repaired according to the procedures set forth herein by Applicator.

WARRANTY
Ten Year Warranty
A. All approved products must provide a ten-year performance limited warranty that the installed product will:
a. Stop deterioration of the lined surfaces by sewer gas induced corrosion. b. Prevent infiltration of ground water into the collection system through the lined surfaces.
c. Stop root intrusion through the lined surfaces.

PURCHASING DEPARTMENT
411 West Clay Street, Ukiah CA 95482
(707) 463-6233
[email protected]
SPEC. 22-02 – Ford and Orchard Lift Station Replacement Addendum No. 3
May 12, 2022
The following is Addendum No. 3 to SPEC. NO. 22-02 – Ford and Orchard Lift Station Replacement.

This Addendum is hereby made part of the Contract Documents to the same extent as though it were originally included therein.

1. The following is a correction to the answer in Addendum No. 2 regarding the anticipated incoming flow to the lift station. The anticipated flow is 20 gpm.

2. The following is a question asked, and its corresponding response.

1. I cannot find any info on the diameter and depth of the wet well. Can you please provide this? The epoxy coatings contractor will need it to quote properly.

A: The Ford and Orchard Lift Station is 6’ in diameter, and 14’ deep.

All other terms and conditions remain in full force and effect.

Mary V. Horger
Financial Services Manager

Item # Item Description Quantity Unit of Measure Unit Price Item Total Unit Price Item Total Unit Price Item Total 1 MOBILIZATION, DEMOBIZATION, FINAL CLEANUP 1 LS $15,500.00 $15,500.00 $16,200.00 $16,200.00 $35,663.00 $35,663.00 2 TEMPORARY WATER POLLUTION CONTROL PLAN 1 LS $1,000.00 $1,000.00 $1,000.00 $1,000.00 $2,960.00 $2,960.00 3 CONSTRUCTION AREA SIGNS 1 LS $1,500.00 $1,500.00 $5,000.00 $5,000.00 $7,580.00 $7,580.00 4 TRAFFIC CONTROL SYSTEM 1 LS $15,000.00 $15,000.00 $14,500.00 $14,500.00 $20,823.00 $20,823.00 5 CONSTRUCTION SURVEY 1 LS $1,500.00 $1,500.00 $8,000.00 $8,000.00 $0.00 $0.00 6 EROSION CONTROL 1 LS $1,000.00 $1,000.00 $3,600.00 $3,600.00 $6,022.00 $6,022.00 7 BYPASS SEWAGE PUMPING FOR MAIN LINE 1 LS $15,000.00 $15,000.00 $15,000.00 $15,000.00 $54,615.00 $54,615.00 8 BYPASS SEWAGE PUMPING FOR APARTMENT COMPLEX 1 LS $3,500.00 $3,500.00 $26,000.00 $26,000.00 $14,736.00 $14,736.00 9 LANDSCAPE REMOVAL AND REPLACEMENT AS REQUIRED 1 LS $2,500.00 $2,500.00 $4,500.00 $4,500.00 $11,941.00 $11,941.00 10 REMOVE EXISTING PUMP STATION EQUIPMENT 1 EA $3,350.00 $3,350.00 $5,000.00 $5,000.00 $13,875.00 $13,875.00 11 REMOVE EXISTING PUMP STATION EQUIPMENT 1 EA $1,300.00 $1,300.00 $3,000.00 $3,000.00 $1,984.00 $1,984.00 12 EXPOXY COAT EXISTING WET WELL; (SUBMITTAL FOR REVIEW AND APPROVAL) 1 LS $8,175.00 $8,175.00 $25,500.00 $25,500.00 $71,903.00 $71,903.00 13 INSTALL (2) PUMPS 1 EA $3,500.00 $3,500.00 $7,700.00 $7,700.00 $42,449.00 $42,449.00 14 INSTALL (2) CHECK VALVES 1 EA $3,500.00 $3,500.00 $600.00 $600.00 $10,750.00 $10,750.00 15 INSTALL (2) PLUG VALVES; (SUBMITTAL FOR REVIEW AND APPROVAL) 1 EA $3,500.00 $3,500.00 $4,000.00 $4,000.00 $11,145.00 $11,145.00 16 INSTALL (1) TEE 1 EA $1,500.00 $1,500.00 $1,000.00 $1,000.00 $5,375.00 $5,375.00 17 INSTALL LEVEL SENSORS 3 EA $525.00 $1,575.00 $1,000.00 $3,000.00 $394.00 $1,182.00 18 INSTALL CONTROL CABINET 1 EA $25,000.00 $25,000.00 $5,000.00 $5,000.00 $7,192.00 $7,192.00 19 INSTALL TERMINATION BOX 1 EA $6,800.00 $6,800.00 $5,200.00 $5,200.00 $11,157.00 $11,157.00 20 TRENCH AND INSTALL 4 FEET OF CONDUIT FROM CONTROL CABINET TO TERMINATION 1 EA $8,550.00 $8,550.00 $3,500.00 $3,500.00 $23,854.00 $23,854.00 21 INSTALL NEW POWER METER 1 LS $12,250.00 $12,250.00 $2,500.00 $2,500.00 $2,969.00 $2,969.00 22 INSTALL NEW 480V 3PH FROM METER TO CABINET 1 LS $1,900.00 $1,900.00 $2,600.00 $2,600.00 $11,373.00 $11,373.00 23 TIE-IN TO EXISTING SEWER 1 LS $7,500.00 $7,500.00 $2,000.00 $2,000.00 $4,393.00 $4,393.00 24 REMOVE EXISTING PRIMARY PULL BOX 1 EA $5,250.00 $5,250.00 $5,000.00 $5,000.00 $4,338.00 $4,338.00 25 INSTALL NEW PRIMARY PEDESTAL 1 EA $4,700.00 $4,700.00 $3,600.00 $3,600.00 $4,523.00 $4,523.00 26 BORE 4 INCH CONDUIT TO EAST (180 FEET) 2 EA $20,000.00 $40,000.00 $14,000.00 $28,000.00 $19,450.00 $38,900.00 27 INSTALL TRANSFORMER PAD 1 EA $9,575.00 $9,575.00 $6,500.00 $6,500.00 $20,192.00 $20,192.00 28 TRENCH AND INSTALL 4 INCH CONDUIT TO SEC. PULL BOX SPB-1 1 EA $6,350.00 $6,350.00 $3,300.00 $3,300.00 $22,689.00 $22,689.00 29 INSTALL CHAINLINK FENCE 30 LF $165.00 $4,950.00 $375.00 $11,250.00 $502.00 $15,060.00 30 INSTALL 4 FOOT MAN GATE FOR FENCED AREA 1 EA $2,050.00 $2,050.00 $2,000.00 $2,000.00 $3,600.00 $3,600.00 31 INSTALL REMOVABLE BOLLARDS (SUBMITTAL FOR REVIEW AND APPROVAL) 2 EA $1,500.00 $3,000.00 $1,300.00 $2,600.00 $4,931.00 $9,862.00 Bid List $220,775.00 $226,650.00 $493,105.00
Total Bid $220,775.00 $226,650.00 $493,105.00
1717 Solano Way Unit 34
Eureka, CA 95503 Penn Valley, CA 95946 Concord, CA 94520 Ford and Orchard Lift Station Replacement, Spec 22-02
City of Ukiah
Bid Opening:2022-05-18 Wahlund Construction, Inc. Koch & Koch Telstar Instruments Base Bid
Bid Status:Under Review Bid Status:Under Review Bid Status:Under Review 690 Indianola Rd PO BOX 909
Wood Electrical
Electrical
Arrow Fencing
Fencing
H & R Plumbing and Drain
Cleaning, Inc.

Epoxy Coating
B.A.T.S. Traffic Solutions
Traffic Control
Hardcore Construction, Inc.

Horizontal Boring
Quality Painting &
Sandblasting
Epoxy Coat Wetwell
Listed Subs
ATTACHMENT 2

ATTACHMENT 3

Agenda Item No: 7.j.

MEETING DATE/TIME: 6/1/2022
ITEM NO: 2022-1714

AGENDA SUMMARY REPORT
SUBJECT: Report to Council of Purchase Order Number 47941 Issued to Elemech, Inc. in the Amount of $26,313.44 for the Purchase of Recycled Water Filling Station FS-22 for the Recycled Water Project.

DEPARTMENT: Water Resources PREPARED BY: Mary Williamson, Buyer II PRESENTER: Sean White, Water Resources Director
ATTACHMENTS:

1. Elemech Quote 2203-065-R1

2. Purchase Order 47941
Summary: Council will receive a report of Purchase Order number 47941 issued to Elemech, Inc. in the amount of $26,313,.44 for One (1) recycled water filling station FS-22 for the Recycled Water Project.

Background: Phases 1-3 of the Recycled Water Project included a fill station for water trucks and citizens. The current "fill station" is a hydrant on Hastings Road. During the drought of 2021, this facility was heavily utilized and delivered 5.306 million gallons of recycled water over the summer. Managing access to the "fill station" was problematic and constrained usage.

Discussion: Water Resources Staff contacted other regional agencies with recycled fill stations to see how they manage access. A number of entities reported excellent results with Portologic "self serve" fill stations from Elemech. Access is allowed thru an assigned card and PIN. They are also able to collect payment directly with a credit or debit card. At a rate of $0.01 per gallon, the facility will pay for itself in 6 months of use. The station is also more user-friendly than a hydrant and should facilitate use by citizens and noncommercial haulers. The station will be relocated from Hastings Road to a spot adjacent to the old water plant in the sports complex parking lot. This will allow easy access from the highway in a more secure setting.

Pursuant to Section 1522 of the Municipal Code, Staff is reporting Purchase Order Number 47941 issued to Elemech, Inc. in the amount of $26,313.44 for one (1) recycled water filling station #FS-22. Staff received Quote #2203-065-R1 dated May 23, 2022, from EleMech, Inc. - Attachment 1, and subsequent Purchase Order was issued - Attachment 2. No other quotes were received and this is being considered a sole source as no others were able to be found; further, this is the same system used by many of our sister cities in Northern California.

Recommended Action: Council will receive a report of Purchase Order #47941 issued to Elemech, Inc. for the purchase of One Recycled Water Filling Station, FS-22 in the amount of $26,313.44.

BUDGET AMENDMENT REQUIRED: N/A
CURRENT BUDGET AMOUNT: 83027330.80100.18363: $38,466
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: Water Fund 820
PREVIOUS CONTRACT/PURCHASE ORDER NO.: 47941
COORDINATED WITH: Sean White, Water Resources Director and Dave Kirch, Fleet Maintenance Supervisor.

Attachment 1

Purchase Order
Purchase
Order #

THIS NUMBER MUST APPEAR ON ALL INVOICES,
PACKAGES AND SHIPPING PAPERS.

Fiscal Year
Vendor Phone Number Vendor Fax Number Buyer Date Ordered Date Required Page of
Delivery must be made within
doors of specified destination.

Item# Description/Part No. Qty UOM Unit Price Extended Price By
Purchasing Supervisor VENDOR COPY PO Total
B
I
L
L
T
O
V
E
N
D
O
R
S
H
I
P
T
O

CITY OF UKIAH
ATTN: ACCOUNTS PAYABLE
300 SEMINARY AVENUE
UKIAH, CA 95482
Delivery Reference Freight Method/Terms Department/Location Sales Tax Rate 2022 1 1
47941-00

ELEMECH INC
AURORA IL 60502

CITY OF UKIAH - WWTP
300 PLANT ROAD
UKIAH CA 95482
Mary Williamson 05/27/2022 08/01/2022
DAVE KIRCH UKIAH / NET 30 WASTE WATER TREATMENT 0.000
$26,313.44
1 FS-22 BULK WATER STATION CONTROLLER 1.0 EACH $22,500.000 $22,500.00 2 DEBIT/CREDIT CARD READER 1.0 EACH $750.000 $750.00
3 SALES TAX 2063.4 DOLL $1.000 $2,063.44
4 ESTIMATED SHIPPING 1000.0 DOLL $1.000 $1,000.00
REQ #E39342
PER QUOTE DATED 5/23/2022
ATTACHMENT 2

1 GENERALLY. These Terms and Conditions of
Sale (“Terms and Conditions”) apply to all purchases by City of Ukiah. (Referred to as “Buyer”). The supplier of goods and services under this transaction is herein
referred to as “Seller”. The goods or service purchased are referred to as the “Purchase.”

2. TERMS EXCLUSIVE. Buyer will order the goods
or services described herein only upon the terms and
conditions contained herein. Seller’s acceptance of this order shall occur either through commencement of
performance under this order or acknowledgment of this
order. By accepting this order, Seller waives all terms and conditions contained in its quotation, acknowledgment,
invoice or other documents which are different from or
additional to those contained herein and all such different or additional terms and conditions shall be null and void.

SELLER MAY NOT CHANGE MATERIAL OF

MANUFACTURE, SOURCES OF SUPPLY, MANUFACTURING PROCESS OR LOCATION WITHOUT THE PRIOR WRITTEN CONSENT OF BUYER.

3. INSPECTION. All goods shall be received subject
to Buyer’s inspection and rejection. Defective goods and goods otherwise not conforming to this order shall be held for Seller’s instruction and at Seller’s risk, and if Seller so directs, shall be returned at Seller’s expense. No defective goods shall be replaced without a new purchase order.

Payment by Buyer shall not be construed as an
acceptance of goods. Buyer may return to Seller any non-defective, excess goods within thirty (30) days of receiving them.

4. CHANGES. City may make changes within the
general scope of this order in drawings and specifications for specially manufactured supplies, place of delivery, method of shipment or packing of the order by giving notice to Seller and subsequently confirming such changes in writing. If such changes affect the cost of or the time required for performance of this order, an equitable
adjustment in the price or delivery or both must be made.

No change by Seller is allowed without City’s written
approval. Any claim by Seller for an adjustment under this section must be made in writing within thirty (30) days from the date of receipt by Seller of notification of such change unless City waives this condition in writing. Nothing in this section excuses Seller from proceeding with performance of the order as changed.

5. TERMINATION. City may terminate this order at
any time, either verbally or in writing, with or without cause.

Should termination occur, City will pay Seller as full
performance until such termination the unit or pro rata order price for the performed and accepted portion of the Purchase. City may provide written notice of termination for Seller’s default if Seller refuses or fails to comply with this order. If Seller does not cure such failure within a reasonable time period, or fails to perform the Purchase within the time specified (or allowed by extension), Seller will be liable to City for any excess costs incurred by City.

6. TIME EXTENSION. Time is of the essence City
may extend the time for completion if, in City’s sole
determination, Seller was delayed because of causes
beyond Seller’s control and without Seller’s fault or
negligence. In the event delay was caused by City, Seller’s sole remedy is limited to recovering money actually and necessarily expended by Seller because of the delay; there is no right to recover anticipated profit.

7. REMEDIES CUMULATIVE. City’s rights and
remedies under this order are not exclusive and are in
addition to any rights and remedies provided by law.

8. TITLE. Title to materials and supplies purchased
under this order pass directly from Seller to City upon City’s written acceptance following an actual inspection and City’s opportunity to reject.

9. PAYMENT. City will pay Seller after receiving
acceptable invoices for materials and supplies delivered and accepted or services rendered and accepted. City will not pay cartage, shipping, packaging or boxing expenses unless specified in this order.

10. INDEMNIFICATION. Seller agrees to indemnify and hold harmless from and against any claim, action, damages, costs (including, without limitation, attorney’s fees), injuries, or liability, arising out of the Purchase or the order, or their performance. Should City be named in any suit, or should any claim be brought against it by suit or otherwise, whether the same be groundless or not, arising out of the Purchase or order, or their performance, Seller will defend City (at City’s request and with counsel
satisfactory to City) and indemnify City for any judgment rendered against it or any sums paid out in settlement or otherwise. For purposes of this section “City” includes City’s officers, elected officials, and employees. This paragraph 9 will survive termination of this order. The requirements as to the types and limits of insurance
coverage to be maintained by Seller, and any approval of such insurance by City, are not intended to and will not in any manner limit or qualify the liabilities and obligations otherwise assumed by Seller pursuant to this order, including, without limitation, to the provisions concerning indemnification.

11. WARRANTY. Seller agrees that the Purchase is
covered by the most favorable commercial warranties the Seller gives to any customer for the same or substantially similar supplies or services, or such other more favorable warranties as is specified in this order. Warranties will be effective notwithstanding any inspection or acceptance of the Purchase by City.

12. ASSIGNMENT. City may assign this order.

Except as to any payment due under this order, Seller may not assign or subcontract the order without City’s written approval. Should City give consent, it will not relieve Seller from any obligations under this order and any transferee or subcontractor will be considered Seller’s agent.

13. INSURANCE. Seller must provide the insurance
indicated on the face sheet of this order.

14. PERMITS. Seller must procure all necessary permits and licenses, and abide by all federal, state, and local laws, for performing this order.

15. INDEPENDENT CONTRACTOR. City and Seller
agree that Seller will act as an independent contractor and will have control of all work and the manner in which it is performed. Seller will be free to contract for similar service to be performed for other employers while under contract with City. Seller is not an agent or employee of City and is not entitled to participate in any pension plan, insurance, bonus or similar benefits City provides for its employees. Any provision in this order that may appear to give City the right to direct Seller as to the details of doing the work or to exercise a measure of control over the work means the
Seller will follow the direction of the City as to end results of the work only.

16. WAIVER. City’s review or acceptance of, or
payment for, work product prepared by Seller under this order will not be construed to operate as a waiver of any rights City may have under this Agreement or of any cause of action arising from Seller’s performance. A waiver by City of any breach of any term, covenant, or condition contained in this order will not be deemed to be a waiver of any subsequent breach of the same or any other term, covenant, or condition contained in this order, whether of the same or different character.

17. INTERPRETATION. This Agreement was drafted
in, and will be construed in accordance with the laws of the State of California, and exclusive venue for any action involving this agreement will be in Mendocino County.

Agenda Item No: 7.k.

MEETING DATE/TIME: 6/1/2022
ITEM NO: 2022-1715

AGENDA SUMMARY REPORT
SUBJECT: Notification of Emergency Purchase of all Materials and Labor for the Repair of Traffic Signal at the Intersections of Perkins Street and Hospital Drive from DC Electric Group in the Amount of $12,765 and Approve Corresponding Budget Amendment.

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

1. DC Electric Invoice
Summary: Council will receive a report of the acquisition of an emergency traffic signal cabinet replacement from DC Electric Group in the amount of $12,765 and approve corresponding budget amendment.

Background: On April 8, 2022 there was an vehicle accident on Perkins Street that resulted in a car colliding with the signal facing Hospital Drive. Public Works Staff contacted DC Electric to perform an inspection of the pole and confirm the signal equipment was still functioning.

Discussion: DC Electric determined that the pole was not in immediate danger of falling as the foundation was intact and all anchor bolts were still tight. DC Electric crew confirmed the signal was operating correctly and returned at a later time to salvage operational equipment and install a new 15TS pole on the foundation.

Please see Attachment 1 for copy of the invoice for the work that was completed.

Staff is requesting a budget amendment in the amount of $12,765. These funds would be used to cover the existing shortfall of funds in the Traffic Signal Maintenance account due to this emergency expense. Risk Management is working with the driver's insurance to pursue reimbursement for work and materials to fix the traffic signal.

Recommended Action: Receive notification of the emergency purchase of all materials and labor for the repair of traffic at the intersections of Perkins Street and Hospital Drive from DC Electric Group in the amount of $12,765 and approve corresponding budget amendment.

BUDGET AMENDMENT REQUIRED: Yes
CURRENT BUDGET AMOUNT: 10024214.52100: $0
PROPOSED BUDGET AMOUNT: 10024214.52100: $12,765
FINANCING SOURCE: General Fund
PREVIOUS CONTRACT/PURCHASE ORDER NO.: TBD
COORDINATED WITH: Tim Eriksen, Director of Public Works and Andrew Stricklin, Associate Engineer

ATTACHMENT 1

Agenda Item No: 7.l.

MEETING DATE/TIME: 6/1/2022
ITEM NO: 2022-1716

AGENDA SUMMARY REPORT
SUBJECT: Consider Approval of an Agreement Between the Ukiah Valley Sanitation District and the City of Ukiah Regarding Provision of Interim Sewer Services and Out of Area Service Agreements and Authorization for the Mayor to Execute.

DEPARTMENT: City Clerk PREPARED BY: Craig Schlatter, Community Development Director PRESENTER: Consent Calendar
ATTACHMENTS:

1. OASA_UVSD.City of Ukiah_Final Draft
Summary: The City Council will consider approving the Agreement (in substantial form) between the Ukiah Valley Sanitation District and the City of Ukiah regarding provision of interim sewer services and out of area service agreements and authorize the Mayor to execute if approved.

Background: Ad hoc members of the Ukiah Valley Sanitation District (UVSD), including Chair Ernie Wipf and Director Candace Horsley, and the City of Ukiah, including Mayor Jim Brown and Councilmember Doug Crane, have been meeting on a regular basis regarding the provision of sewer services and opportunities for improving operations of the system.

Ad hoc discussions identified the immediate need to coordinate the ability to extend public sewer services to developing properties just outside of UVSD and City jurisdictional boundaries to avoid the installation of private septic systems. Discussions on how to serve these properties have also included consultation with staff of the Mendocino Local Agency Formation Commission (LAFCo). As a result of these meetings and discussions, the preferred approach identified for possible extension of sewer services was to develop a cooperative agreement between the UVSD and the City of Ukiah.

Discussion: Through continued collaboration of the Ad hoc members and staff over the past three months, a draft agreement (Attachment #1) for the provision of interim sewer services and out of area service agreements was developed.

If approved, the Agreement would authorize the UVSD first right of refusal for the provision of interim sewer services for properties outside of the City's and District's jurisdictions and would require the City to prepare an Out of Area Service Agreement for LAFCo's consideration for the provision of services. The Agreement would also establish other elements of mutual cooperation related to valleywide sewer service planning between the UVSD and the City. Examples include, but are not limited to, the City agreeing to not apply to LAFCo to detach UVSD territory and the UVSD agreeing to support City annexation applications and work collaboratively with the City regarding revisions to the City's General Plan, Municipal Service Review, and Sphere of Influence. Furthermore, thresholds for future unification of governance pursuant to Cortese-Knox-Hertzberg Local Government Reorganization Act of 2000 (CKH) or special legislation to amend CKH are identified in the agreement.

The term of the Agreement would continue in effect until (1) the District becomes either a subsidiary district within the City or the District is merged with the City pursuant to Government Code Section 57105 or other applicable provisions of the CKH Act or state law, (2) the entire District is annexed by and detached from the City, (3) either the City or the District cancels this Agreement on five (5) year’s prior written notice to the other party, or (4) both the City and District otherwise mutually agree to terminate the agreement.

The City's Ad hoc recommends the Ukiah City Council approve the agreement and authorize the Mayor to sign. UVSD's Ad hoc will be presenting and recommending the agreement to the UVSD Board at their next meeting.

Recommended Action: Approve the Agreement (in substantial form) between the Ukiah Valley Sanitation District and the City of Ukiah regarding provision of interim sewer services and out of area service agreements and authorize the Mayor to execute.

BUDGET AMENDMENT REQUIRED: N/A
CURRENT BUDGET AMOUNT: N/A
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: N/A
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Sage Sangiacomo, City Manager; David Rapport, City Attorney; Sean White, Water Resources Director; Tim Eriksen, Public Works Director; Dan Buffalo, Finance Director

AGREEMENT BETWEEN

THE UKIAH VALLEY SANITATION DISTRICT AND THE CITY OF UKIAH

REGARDING PROVISION OF INTERIM SEWER SERVICES AND OUT OF AREA

SERVICE AGREEMENTS
This Agreement Regarding Out of Area Service Agreements and Interim Sewer Services ("Agreement") is made and entered into this ___ day of _____, 2022, by and between the UKIAH VALLEY SANITATION DISTRICT, a county sanitation district organized under the laws of the State of California ("District") and the CITY OF UKIAH, a California municipal corporation ("City"). District and City are individually referred to as a "Party" and together as the "Parties."

RECITALS
WHEREAS, the Parties provide sewer services within their respective jurisdictions and have received requests to extend sewer service to various properties outside of their jurisdictional boundaries; and
WHEREAS, under Government Code section 56133, the Mendocino Local Agency Formation Commission (“LAFCo”) may authorize a district to provide services outside its boundaries and sphere of influence (“SOI”) pursuant to a written out of area service agreement (“OASA”); and
WHEREAS, the Parties desire to provide sewer service to those properties; and WHEREAS, the City has submitted an annexation application to the Mendocino Local Agency Formation Commission (LAFCo) to annex City-owned properties in five areas within Mendocino County and a pre-application for the proposed annexation of areas north of Ukiah (Masonite/Ford Road area), and desires to annex other areas within the County, including the District (collectively referred to in this Agreement as “City Annexations”; and
WHEREAS, LAFCo is developing the Municipal Service Review (MSR)/SOI Update Study for LAFCo consideration of City and District proposals for annexations and/or extensions of service; and
WHEREAS, the Parties desire to enter into this Agreement regarding (i) the provision of interim sewer services for properties requesting out of area service until (1) the area upon which those properties are situated are annexed by the City or (2) the City annexes sufficient additional portions of the District to qualify the District for reorganization as a subsidiary district of or merger with the City under applicable provisions of the Cortese–Knox–Hertzberg Local Government Reorganization Act of 2000 (“CKH Act”), including Government Code §57105 and (ii) the terms under which both Parties are willing to support City annexation.

Attachment 1

NOW, THEREFORE, for and in consideration of the mutual promises and covenants herein contained, and subject to the terms, conditions, and provisions hereof, the Parties hereto agree as follows:

AGREEMENT

1. Incorporation of Recitals. The recitals set forth above are hereby incorporated into this Agreement as if set forth herein in full.

2. Term. The term of this Agreement shall commence on June___, 2022 (“Commencement Date”) and continue in effect until (1) the District becomes either a subsidiary district within the City or the District is merged with the City pursuant to Government Code Section 57105 or other applicable provisions of the CKH Act or state law, (2) the entire District is annexed by and detached from the City, (3) either the City or the District cancels this Agreement on 5 year’s prior written notice to the other party, or (4) both the City and District mutually agree to terminate this Agreement.

3. Sewer Service. Until such time as the earliest of the following occurs, District shall have first rights of refusal to provide, at its sole discretion, sewer service to the areas outside the City’s and District’s jurisdictions: (1) the area is annexed to City; or (2) the Parties mutually agree otherwise. Said sewer service shall be at the same level of service as that provided throughout the District.

4. Mutual Cooperation
A. Out of Area Service Agreement (OASA). The City, as the applicant for annexation, shall prepare OASAs at the direction of the District to serve areas where development could occur with sewer services. The City shall submit sewer service related OASAs to the District for review and approval prior to filing with LAFCo. This Agreement and any OASA related tax sharing agreement with Mendocino County shall be attached to and incorporated by reference into any OASA submitted to LAFCo under this Agreement. The District shall reimburse the City for costs the City incurs to file the OASA, and the District may recover those costs from the property owners that request and receive out of area sewer service. For OASAs approved by LAFCo under this agreement, the District shall collect all fees associated with providing such services from sewer customers of the affected parcels. During the term of this Agreement, the District shall be responsible for all costs associated with providing such services.

B. The City agrees that it will not apply to LAFCo for detachment of District territory from the City’s jurisdictional boundaries as those boundaries currently exist or as they are changed by future City Annexations.

C. District agrees to support City Annexations and to work cooperatively with City regarding revisions to the City’s General Plan, Municipal Service Review and Sphere of Influence necessary or advisable to enable City Annexations and not

to propose or seek LAFCo approval for or support proposed provisions in the District’s MSR or SOI that would inhibit, conflict with, or prevent such City Annexations and/or reorganizations, as described in this Agreement.

D. Pursuant to Government Code Section 57105 or other applicable provisions of state law, the District will support and urge LAFCo to approve either designating the District as a subsidiary district of the City or merger of the District with the City at such time as 70% or more of registered voters in the District are within the City limits and 70% of the area of land within the District is within the City’s jurisdictional boundaries or when those reorganizations are otherwise authorized by state law.

E. The District will support and cooperate with the City in seeking legislation to amend the CKH Act to authorize merger of the District with the City when 70% or more of registered voters in the District are within the City limits without regard to the area of District land that is within the City, subject to reasonable conditions that are agreeable to both parties.

5. Indemnity. Neither Party, its officers, agents or employees, shall have any liability for intentional or negligent acts, by omission or commission, by the other party, or of any officer, agent or employee thereof. Each Party shall indemnify, defend and hold the other party, including their respective officers, agents, employees and independent contractors, harmless from any claim or action arising out of performance of this Agreement with respect to any work to be performed by or authority delegated to such party.

6. Modification and Termination. This Agreement may not be modified, terminated or rescinded, in whole or in part, except by a written instrument duly executed and attested by the Parties hereto or their successors or assigns.

7. Governing Law. This Agreement shall be governed by and construed in accordance with the laws of the State of California.

8. Notices. All notices to be delivered hereunder, if personally delivered, shall be deemed received when delivered. If mailed in the United States mail, notices shall be mailed postage prepaid, registered or certified, with return receipt requested, and shall be deemed delivered on the date stated on the return receipt. If mailed in any other manner, including by email with acknowledgment of receipt, notices shall be deemed received on actual receipt. Notices shall be mailed in the above manner to the following addresses:

UKIAH VALLEY SANITATION DISTRICT
151 Laws Avenue
Ukiah, CA 95482
Attn: General Manager
Email:

CITY OF UKIAH
City of Ukiah Civic Center
300 Seminary Avenue
Ukiah, CA 95482
Attn: City Manager
Email:

Either Party may from time to time change its address for notice by notifying the other party of such new address.

9. Entire Agreement. This instrument and any authorized attachments thereto contains the entire Agreement between the Parties relating to the obligations of the City and District as described in this Agreement. All prior or contemporaneous agreements, understandings, representations and statements, oral or written, are merged into this Agreement and shall be of no further force or effect.
10 Waiver. Failure of any Party to insist upon strict performance of any of the terms, conditions or covenants in this Agreement will not be deemed a waiver of any right or remedy that Party may have and will not be deemed a waiver of any right or remedy for a subsequent breach or default of the terms, conditions or covenants contained in this Agreement, nor will it constitute a precedent for interpretation of this Agreement.

11. Severability. If any term, provision, covenant or condition of this Agreement is held to be invalid, void or otherwise unenforceable, to any extent, by any court of competent jurisdiction, the remainder to this Agreement shall not be affected thereby, and each term, provision, covenant or condition of this Agreement shall be valid and enforceable to the fullest extent permitted by law.

12. Counterparts. This Agreement may be executed and delivered in any number of counterparts, each of which, when executed and delivered shall be deemed an original and all of which together shall constitute the same agreement. Facsimile or electronic signatures will be permitted.

13. Authority to Execute Agreement. The persons executing this Agreement on behalf of the parties hereto warrant that they are duly authorized to execute this Agreement on behalf of said parties and that, by so executing this Agreement, the parties hereto are formally bound to the provisions of this Agreement.

14. No Third Party Beneficiaries Intended. No person or entity not a named party to this Agreement is intended as a beneficiary of any provision of this Agreement or to have any standing or authority to enforce any provision of this Agreement. No such third-party beneficiaries are intended or created.

IN WITNESS WHEREOF, the parties have executed this Agreement as of the day and year first written above.

UKIAH VALLEY SANITATION DISTRICT

Ernie Wipf, Chair, Board of Directors

CITY OF UKIAH

Jim Brown, Mayor
ATTEST:

Secretary
ATTEST

City Clerk
APPROVED AS TO FORM:

General Counsel
APPROVED AS TO FORM:

City Attorney

Agenda Item No: 7.m.

MEETING DATE/TIME: 6/1/2022
ITEM NO: 2022-1717

AGENDA SUMMARY REPORT
SUBJECT: Consider Adoption of Resolution Adopting Travel and Expense Reimbursement Policy.

DEPARTMENT: Finance PREPARED BY: Mary Horger, Financial Services Manager PRESENTER: Mary Horger, Financial Services Manager, and Dan Buffalo, Finance Director
ATTACHMENTS:

1. COU PR - 34 reimbursement

2. Proposed Resolution - Travel Policy
Summary: Council will consider adopting a resolution adopting a Travel Policy.

Background: On September 21, 2005, the City Council approved Policy Resolution No. 34 (Attachment 1) regarding reimbursement of expenses for elected and/or appointed City officials, officers, and employees. Due to the age of this policy resolution, and the implementation of new travel/expense software, Staff recommends a revision of these policies.

Discussion: Please refer to Attachment 2 for a copy of the proposed new resolution, along with the Travel Policy.

The most significant changes to the policy are:

1. The use of a software system for travel and expense approval and tracking.

2. Elimination of a flat daily per diem for meals and incidental expenses. It is proposed that the per diem rates be based on where the trip is occurring, and per the per diem rates established by the U.S. General Services Administration (GSA) website: https://www.gsa.gov/travel/plan-book/per-diem-rates.

The adoption of this resolution adopting this policy will result in providing more clarity, improved efficiencies, as well as a more reasonable and up-to-date basis for reimbursement of travel expenses.

Recommended Action: Adopt Resolution adopting Travel Policy and rescinding Policy Resolution No. 34 (2005).

BUDGET AMENDMENT REQUIRED: N/A
CURRENT BUDGET AMOUNT: N/A
PROPOSED BUDGET AMOUNT: N/A
FINANCING SOURCE: N/A
PREVIOUS CONTRACT/PURCHASE ORDER NO.: N/A
COORDINATED WITH: Dan Buffalo, Finance Director; Sheri Mannion, HR and Risk Director; Darcy Vaughn, Deputy City Attorney; and Finance Department Policy Committee

ATTACHMENT 1

1 RESOLUTION NO. 2022-XX

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF UKIAH DECLARING POLICY

REGARDING REIMBURSEMENT OF EXPENSES FOR ELECTED AND/OR

APPOINTED CITY OFFICIALS, OFFICERS, AND EMPLOYEES
WHEREAS:

1. It is necessary to determine policy regarding reimbursement of elected and/or appointed City officials, officers, and employees for expenses incurred that are directly related to conducting their respective City duties and responsibilities; and

2. Having determined that the current travel reimbursement policy, Policy Resolution No. 34, is antiquated and impractical, the City has developed an updated Travel Policy, P002; and

3. It is the intent of Travel Policy, P-002 to establish and define consistent practices for travel expense reimbursement throughout our municipal organization; and

4. It is the intent of this Policy Resolution to establish and define consistent practices for expense reimbursement generally throughout our municipal organization NOW, THEREFORE, BE IT RESOLVED that:

1. The City Council of the City of Ukiah hereby adopts Travel Policy, P-002. Travel Policy, P-002 is set forth in Attachment A, attached hereto and by reference incorporated herein.

2. Policy Resolution No. 34 is superseded and no longer in effect with the adoption of this Policy Resolution.

3. The City shall cover the cost of specialized publication subscriptions directly related to the duties and responsibilities of elected or appointed City officials.

4. The City shall reimburse traveling, tuition, and book expense incurred by employees for college or special courses directly related to their present career with the City.

5. Non-reimbursable expenses shall include but not be limited to the following:
a. Any and all associated expenses incurred in attending partisan political functions, meetings, or conferences.
b. Any and all associated expenses incurred in attending functions, meetings, or conferences sponsored by Political Action Groups (PACS). c. Any and all associated expenses incurred in attending religious functions, events, meetings, or conferences.
d. Spousal expenses incurred by City Councilmembers or City appointed officials for local community events or functions they would have ordinarily attended as private citizens irrespective of their official role. e. Expenses incurred by City Councilmembers or City appointed officials for local community events or functions they would have ordinarily attended as private citizens irrespective of their official role.
f. Training, tuition, and book expenses incurred by employees for college or special courses unrelated to their present careers with the City.

ATTACHMENT 2

2 PASSED AND ADOPTED this 1st day of June, 2022, by the following roll call vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Jim O. Brown, Mayor
ATTEST:

Kristine Lawler, City Clerk

Finance and
IT Department
TITLE:

TRAVEL POLICY
CATEGORY: TRAVEL, LEARNING AND

PROFESSIONAL DEVELOPMENT
ADOPTION LEVEL:

CITY MANAGER DATE:

POLICY NO.: 003-2022 ENABLING

RESOLUTION
(resolution no)
N/A
Authorizing
Signature
ORIGINALLY ADOPTED (adoption date)
REVISED (adoption date)
POLICY COMMITTEE (approval date)
DEPARTMENT HEAD (signature date)
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Table of Contents
Purpose ......................................................................................................................................................... 1 Policy............................................................................................................................................................. 2 A. Cost Tracking..................................................................................................................................... 2 B. Travel Expenditures .......................................................................................................................... 2 C. Submittal and Approval of Travel and Related Expenditures........................................................... 5 Attachments.................................................................................................................................................. 7 A. Attachment A.................................................................................................................................... 7

PURPOSE
The City will reimburse reasonable expenses incurred by its team members in performance of their official duties.

The City of Ukiah takes its stewardship over the use of its limited public resources seriously.

Public resources should only be used when there is a substantial benefit to the City of Ukiah.

Such benefits include:

1. The opportunity to discuss the community’s concerns with state and federal officials.

2. Participating in regional, state and national organizations whose activities affect the City of Ukiah.

Page | 2

3. Attending educational seminars, conferences, classes, and other trainings designed to improve and enhance team member’s skills and knowledge levels.

4. Promoting public service and morale by recognizing such service.

While it is acknowledged that legislative and other regional, state and federal agency business is frequently conducted over meals, and sharing a meal with regional, state and federal officials is frequently the best opportunity for a more extensive, focused and uninterrupted communication about the City of Ukiah’s policy concerns. Each meal expenditure must comply with the limits and reporting requirements of local, state and federal law.

This Policy provides guidance to City team members on the use and expenditure of City of Ukiah resources, as well as the standards against which those expenditures will be measured.

POLICY
A. Cost Tracking
SAP Concur. The City is using SAP Concur software as a tracking and approval tool for all single transaction expenses in accordance with established Purchasing policies, City Procurement Card Policy and for travel expenses. Concur works with the State of California Purchase Card (CALCard) program, and with the State of California’s Department of General Services(DGS) Statewide Travel Program which gives the City access to the most economical rates available through the use of the State contracted travel-related services for airfare, car rentals, and travel and fuel payment systems. These costs flow-down through the Concur software. Please refer to the Quick Reference Guides referenced in Attachment A for the Concur Travel & Expense Program, as well as the CAL-Card Program Policy P-001 found on the Finance IT Policy Development SharePoint site in the Policy Library (Finals) folder:
https://cityofukiah.sharepoint.com/:f:/s/FinanceITPolicyDevelopmentTeam/ElT4mntekKpAqDZKO7csHa 4BpVkA5nsCeCSrkl9hZA7Atg?e=9WA8Ng
B. Travel Expenditures
Transportation. The most economical mode and class of transportation reasonably consistent with scheduling needs and cargo space requirements must be used, utilizing the most direct and time-efficient route. Government and group rates must be used when available.

City-Owned Vehicles. City team members will, when economical and feasible, attempt to use City-owned vehicles whenever conducting City business locally, or when traveling to meetings, trainings seminars, and conferences outside of the County of Mendocino. A City vehicle may be reserved on the City’s Intranet: http://inet/default.aspx.