Ukiah City Council
March 6, 2024

COU ELECTRIC SERVICE CENTER 10 Spec. No. 24-01

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6-06. Protection of City Against Patent Claims. All fees, royalties or claims for any patented invention, article or method that may be used upon or in any manner connected with the work under this contract shall be included in the price bid for the work and the Contractor and his or her sureties shall protect and hold the City, together with all of its officers, agents, servants and employees, harmless against any and all demands made for such fees or 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.

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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. 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.

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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 work representing the City, or is otherwise unsatisfactory, such person shall be discharged im mediately 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

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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. 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 guarantied 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

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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 re-examination 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 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

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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 fixed in the written notice from the City to the Contractor so to do. The City shall reimburse the Contractor for expense incurred by the Contractor in connection with the work under this contract as a result of such suspension.

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

1. Stop work as specified in the notice.

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

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

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

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

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

Any documentation substantiating costs incurred by the Contractor solely as a result of the City's exercise of its right to terminate this Contract pursuant to this clause, which costs the contractor is authorized under the contract documents to incur, shall: (1) be submitted to and received by the Engineer no later than 30 calendar days after the effective date of the notice of termination; (2) describe the costs incurred with particularity; and (3) be conspicuously identified as “Termination Costs occasioned by the City's Termination for Convenience.”
Termination of the contract shall not relieve Surety of its obligation for any just claims arising out of or relating to the work performed. In the event that the City exercises its right to terminate this contract pursuant to this clause, the City shall pay the Contractor, upon the Contractor's submission of the documentation required by this clause and other applicable provisions of the contract documents, the following amounts:

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

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

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

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

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

Work shall be done and completed in a thorough and workmanlike manner. 8-02. Quality in Absence of Detailed Specifications. Whenever under this contract it is provided that the Contractor shall furnish materials or manufactured articles or shall do work for which no detailed specifications are set forth, the materials or manufactured articles shall be of the best grade in quality and workmanship obtainable in the market from firms of established good reputation, or, if not ordinarily carried in stock, shall conform to the usual standards for first-class materials or articles of the kind required, with due consideration of the use to which they are to be put. In general, the work performed shall be in full conformity and harmony with the intent to secure the best standard of construction and equipment of the work as a whole or in part. 8-03. Materials and Equipment Specified by Name. Whenever any material or equipment is indicated or specified by patent or proprietary name or by the name of the manufacturer, such specification shall be considered as used for the purpose of describing the material or equipment desired and shall be considered as followed by the words "or approved equal". The Contractor may offer any material or equipment which shall be equal in every respect to that specified, provided that written approval first is obtained from the Engineer. 8-04. Source of Materials. Price, fitness and quality being equal, preference shall be given by the Contractor for supplies grown, manufactured or produced in the State of California and, next, for such products partially produced in this State in accordance with Government Code Section 4332. 8-05. Storage of Materials. Materials shall be so stored to ensure the preservation of their quality and fitness for the work. They shall be so located and disposed that prompt and proper inspection thereof may be made.

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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

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location of the work and time of year may be considered as unavoidable delays if those conditions necessarily cause a delay in the completion of the work.
9-05. Notice of Delays. Whenever the Contractor foresees any delay in the prosecution of the work and, in any event, immediately upon the occurrence of any delay which the contractor regards as an unavoidable delay, he or she shall notify the Engineer in writing of the probability of the occurrence of such delay and its cause, in order that the Engineer may take immediate steps to prevent, if possible, the occurrence or continuance of the delay, or, if this cannot be done, may determine whether the delay is to be considered avoidable or unavoidable, how long it continues and to what extent the prosecution and completion of the work are to be delayed thereby. 9-06. Extension of Time. Should any delays occur which the Engineer may consider unavoidable, as herein defined, the Contractor shall, pursuant to his or her application, be allowed an extension of time proportional to said delay or delays, beyond the time herein set forth, in which to complete this contract; and liquidated damages 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.

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

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

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.

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(g) Bills of exchange or time drafts on and accepted by a commercial bank, otherwise known as bankers acceptances, which are eligible for purchase by the Federal Reserve System. (h) Certificates of deposits issued by a nationally or state-chartered bank or savings and loan association. (i) The portion of bank loans and obligations guaranteed by the United States Small Business Administration or the United States Farmers Home Administration. (j) Student loan notes insured under the Guaranteed Student Loan Program established pursuant to the Higher Education Act of 1965, as amended (20 U.S.C. 1001, et seq.) and eligible for resale to the Student Loan Marketing Association established pursuant to Section 133 of the Education Amendments of 1972, as amended (20 U.S.C. 1087-2).
(k) Obligations issued, assumed or guaranteed by International Bank for Reconstruction and Development, the Inter-American Development Bank, the Asian Development Bank, or the Government Development Bank of Puerto Rico.
(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.

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10-06. Delay Payments. Should any payment due the Contractor or any estimate be delayed, through fault of the City beyond the time stipulated, such delay shall not constitute a breach of contract or be the basis for a claim for damages, but the City shall pay the Contractor interest on the amount of the payment at the rate of 6 percent per annum for the period of such delay. The terms for which interest will be paid shall be reckoned, in the case of any monthly or progress payment, from the twentieth day of the month next succeeding the month in which the work was performed to the date of payment of the estimate; and in the case of the final estimate, from the forty-fifth day after acceptance to the date of payment of the final estimate.

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

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

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to determine the actual amount of damage by reason of such delay; and it is therefore agreed that the Contractor will pay to the City the sum of five hundred dollars ($500.00) per day for each and every calendar day's delay beyond the time prescribed.

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

SECTION 11. MISCELLANEOUS
11-01. Notice. Whenever any provision of the contract documents requires the giving of written notice, it shall be deemed to have been validly given if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. If mailed, the notice shall be deemed received on the date of delivery stated in the return receipt.
11-02. Computation of Time. When any period of time is referred to in the Contract Documents by days, it shall be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day shall be omitted from the computation.
11-03. Claims Procedure
Contractor shall timely comply with all notices and requests for changes to the contract time or contract price, as a prerequisite to filing any claim governed by this Article. The failure to timely submit a notice of delay or notice of change, or to timely request a change to the contract time or contract price, or to timely provide any other notice or request required herein shall constitute a waiver of the right to further pursue the claim under the contract or at law.

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

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

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

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

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

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

Specifications
Drawings
Clarifications (Requests for Information)
Schedules
Other
Chronology of events and correspondence
Analysis of claim merit
Analysis of claim cost
Time impact analysis in CPM format
If Contractor’s claim is based in whole or in part on an allegation of errors or omissions in the Drawings or Specifications for the project, Contractor shall provide a summary of the percentage of the claim subject to design errors or omissions and shall obtain a certificate of merit in support of the claim of design errors and omissions.

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

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

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

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

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

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

For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in

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dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section.

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

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

G. Procedures After Mediation. If following the mediation, the claim or any portion remains in dispute, the Contractor must file a claim pursuant to Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code prior to initiating litigation. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the Contractor submits his or her written claim pursuant to subdivision (a) until the time the claim is denied, including any period of time utilized by the meet and confer conference.

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

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

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

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

J. Non-Waiver. The City’s failure to respond to a claim from the Contractor within the time periods described in this Article or to otherwise meet the time requirements of this Article shall result in the claim being deemed rejected in its entirety.

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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 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.

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TECHNICAL SPECIFICATIONS
SECTION 12. GENERAL INFORMATION
12-01. Location and Scope of Work. All of the work to be performed is within the City of Ukiah and consists of a tenant improvement of an existing 15,800 square foot unconditioned warehouse building of type V-A construction.

Situated along highway 101 in Ukiah surrounded by nearby pear orchards, the building was originally constructed in 1999 as an agricultural storage warehouse. The facility (The Electric Service Center) is to house and centralize the Ukiah Electric Utility Department’s electrical operations and administrative offices for Engineering, Construction and Technical Services. In addition, the Department intends to use the Electric Service Center for training, material warehousing and construction preparation.

On August 5, 2020, the City Council adopted the plans and specifications for the grading, fencing, roofing and electric equipment relocation. This work was completed on March 2, 2023. On the morning of March 8, 2023, a fire broke out at the core of the building in the existing bathroom beneath the main stair to the second level. The source of the fire was the electrical failure of a bathroom ceiling fan. The automated sprinkler went off throughout the building and The Ukiah Valley Fire Authority responded to the incident and was successful in extinguishing the fire. However, significant smoke and water damage occurred, as well as structural damage to the building’s main floor core and second level, including some exterior walls and roofing. On April 7, 2023, all Fire remediation work as a part of a separate contract with West Coast Fire and Water remediation specialists was completed.

In addition to the repair of some exterior siding, replacing windows and roofing at the second level, the exterior of the building will receive a new front entry awning, updated exterior lighting fixtures and the existing metal roll up doors will be replaced with new glazed storefront doors and windows at the new administrative office and showroom portion of the building.

The interior of the building will be repaired where required due to smoke and water damage and renovated to accommodate a new showroom, conference room, individual & shared offices, break room with kitchenette, restrooms, mezzanines, warehouses, a workshop area and storage rooms on the main level and repair of the main stair and entire second level. The interior renovation includes a new building HVAC system, new lighting, electrical outlets, and plumbing throughout. Three existing mezzanine structures will be demolished and replaced with two new mezzanines. Two existing warehouse bays will remain as storage areas for equipment.

Scope of Work Summary by CSI Division:

Div 02 - Existing Conditions: Deconstruct Mezzanines and store onsite, demolish existing flooring & walls where indicated on plans, demo existing doors & windows where indicated on plans and any other existing components (structural or not) uncovered during construction and deemed non salvageable due to fire, smoke or water damage. Patch and repair all bottoms of walls removed due to water damage, as noted on plans.

Div 03 - Concrete: Backfill & back pour ± 260 sq. ft. concrete where indicated on plans.

Div 05 - Metals: Structural steel where indicated on plans, wire mesh panel guards and screening at mezzanines and above offices.

Div 06 - Wood, Plastics & Composites: New wood beams, joists, structural framing, mezzanines, interior wall partition framing, countertops & millwork where indicated on plans.

Div 07 - Thermal & Moisture Protection: Insulation at interior & exterior walls. Waterproofing at all altered exterior walls around doors & windows.

Div 08 - Openings: New aluminum windows where indicated on plans. New interior & exterior aluminum storefront doors & office partitions where indicated on plans. Infill existing roll-up doors and patch infill wall areas with siding to match existing. New roller shades at all new windows.

Div 09 - Finishes: Ceilings, wall finishes, resilient base, flooring, painting and interior and exterior finish patching where indicated on plans.

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Div 10 - Specialties: Restroom accessories where indicated on plans.

Div 21 - Fire Suppression: The existing building is sprinklered but will need to have sprinkler heads added where required for new office areas. Fire sprinkler alterations and permit will be performed under purview of general contractor.

Div 22 - Plumbing: Renovate three existing restrooms and construct four new restrooms. New plumbing fixtures & fittings where indicated on plans.

Div 23 - HVAC: New forced air HVAC system throughout building. See mechanical plans.

Div 26 - Electrical: New lighting throughout. Replace existing exterior light fixtures. New switching, receptacles and data outlets where indicated on plans. Relocate one existing electrical panel to accommodate new office partition where indicated on plans.

Div 28 - Electronic Safety & Security: new burglar alarm integration with existing system at new building entry points.

The Contractor should familiarize himself with the local conditions of the project site. 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
SECTION 01 10 00 - SUMMARY OF WORK AND REQUIREMENTS
SECTION 01 20 13 - REQUESTS FOR INTERPRETATION
SECTION 01 31 00 - PROJECT COORDINATION
SECTION 01 31 20 - PROGRESS MEETINGS
SECTION 01 32 16 - PROJECT SCHEDULES
SECTION 01 33 00 - SUBMITTALS
SECTION 01 40 00 - QUALITY REQUIREMENTS
SECTION 01 41 00 - REGULATORY REQUIREMENTS
SECTION 01 51 00 - TEMPORARY UTILITIES, FACILITIES AND CONTROLS SECTION 01 56 10 - SITE AND AREA CLEANUP
SECTION 01 57 23 - STORMWATER POLLUTION CONTROL SECTION SECTION 01 73 29 - CUTTING AND PATCHING REQUIREMENTS
SECTION 02 41 16 - DEMOLITION AND DISPOSAL
SECTION 02 41 19 - SELECTIVE INTERIOR DEMOLITION
SECTION 03 20 00 - REINFORCING STEEL
SECTION 03 30 00 - CAST IN PLACE CONCRETE
SECTION 06 10 00 - CARPENTRY
SECTION 06 41 13 - ARCHITECTURAL WOOD CASEWORK
SECTION 07 25 00 - BUILDING ENVELOPE UNDERLAYMENT
SECTION 07 42 13 - SIDING AND ROOFING PANELS ( METAL)
SECTION 07 62 00 - SHEET METAL FLASHING AND TRIM
SECTION 07 92 00 - JOINT SEALANTS
SECTION 08 16 00 - COMPOSITE INTERIOR DOORS
SECTION 08 41 13 - ALUMINUM STOREFRONTS
SECTION 08 51 13 - ALUMINUM WINDOWS
SECTION 08 71 00 - DOOR HARDWARE
SECTION 08 80 00 - GLAZING

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SECTION 09 21 16 - GYPSUM BOARD ASSEMBLIES
SECTION 09 65 19 - RESILIENT TILE FLOORING
SECTION 09 68 13 - CARPET TILE FLOORING
SECTION 09 90 00 - PAINTING AND COATING
SECTION 10 28 13 - TOILET ACCESSORIES
SECTION 10 40 00 - SIGNAGE
SECTION 12 24 13 - ROLLER SHADES
SECTION 21 10 00 - FIRE SUPPRESSION AND ALARM SYSTEMS
SECTION 22 30 00 - PLUMBING EQUIPMENT
SECTION 23 05 00 - HVAC
SECTION 26 00 01 - ELECTRICAL GENERAL PROVISIONS
SECTION 26 00 02 - ELECTRICAL BASIC MATERIALS AND METHODS SECTION 26 50 00 - LIGHTING SYSTEM
SECTION 32 31 13 - POLYMER COATED CHAIN LINK FENCING AND GATES 12-03. Arrangement of Plans. General locations and linear quantities of the work are shown in Attachment "A". 12-04. Business Licenses. The Contractor and any subcontractors shall each secure and maintain a valid City of Ukiah Business License prior to the start of any portion of the work. 12-05. Permits. The Contractor shall provide, procure, and pay for all permits required to complete this work. 12-06. Standard Specifications and Standard Plans. The Standard Specifications and Standard Plans of the California State Department of Transportation, 2018, are hereby made a part of these Special Provisions and are hereinafter referred to as "California Standard Specifications" and "California Standard Plans." Whenever in the California Standard Specifications and the California Standard Plans the following terms are used, they shall be understood to mean and refer to the following:

Department of Transportation - The City Council.

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

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

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

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

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.

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

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

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

12.10. Stream Pollution. The Contractor shall exercise every reasonable precaution to prevent muddying or silting of live streams, and the Contractor's attention is called to the fact that the terms of this contract do not relieve him or her of responsibility for compliance with Sections 5650 and 12015 of the Fish and Game Code or other applicable statutes relating to pollution prevention or abatement. 12-11. Warranties. Unless otherwise indicated, the Contractor shall warrant all materials provided and work performed under this contract for a period of one year from the date of final acceptance. He shall replace promptly and at his own expense any materials and/or workmanship which fail during this warranty period. 12-12. Utilities. No water, sewer or electrical services will be provided by the owner. It is the Contractor's sole responsibility to arrange such services as necessary.
12-13. Preconstruction Conference. A preconstruction conference will be held before any work will be allowed to commence. This meeting will cover inspection, schedule for work, and among other items, the responsibilities and procedures of each of the interested parties to assure that the project will be completed in accordance with the contract documents.
12-14. Safety Requirements. The Contractor shall comply with all pertinent provisions of the Department of Labor "Safety and Health Regulations for Construction (29 FCS Part 1518, 36 CFR 7340)", with additions or modifications thereto, in effect during construction of this project. 12-15. Hazardous Materials. Pursuant to Section 25914.2 of the California Health and Safety Code, in the event the Contractor encounters on the site materials he or she reasonably believes to be asbestos or a hazardous substance, and the asbestos or hazardous substance has not been rendered harmless, the Contractor may continue work in unaffected areas reasonably believed safe and shall immediately cease work on the area affected and report the condition to the City in writing. If the City determines that asbestos or hazardous substances which were not disclosed in the bid are present on the site, all work regarding the removal of those substances will be performed pursuant to a separate contract.

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SECTION 13 - CONSTRUCTION DETAILS
13-01. Technical Specifications. See Appendix A.

13-02. Contract Drawings. See Attachment A, a separately bound set entitled “100 % Construction Plans Electrical Service Center Tenant Improvement and Fire Damage Repair” dated December 19, 2023. 13-03. Supporting Product Data and Cut Sheets. See Attachment B, a supporting document with products, finishes and cut sheets that are pertinent to the project.

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.

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TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR

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 32)
 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 37)
 Filled out completely per instruction
o Worker’s Compensation Certificate (Page 38)
 Filled out completely per instruction
o Certification of Non-Discrimination in Employment (Page 39)  Filled out completely per instruction
o List of Proposed Subcontractors (Page 40)
 Filled out completely per instruction
o Statement of Experience (Page 41)
o Signature of Bidder (Page 42)
 Filled out completely per instruction
 Authorized signature provided
o Bidder’s Bond (Page 43)
 Filled out completely per instruction
o Non-Collusion Affidavit (Page 44)
 Filled out completely per instruction
 Notarized
o Addenda Issued
 Check the City website for any addenda issued: www.cityofukiah.com/purchasing.

COU ELECTRIC SERVICE CENTER 32 Spec. No. 24-01

TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR

CITY OF UKIAH

MENDOCINO COUNTY, CALIFORNIA

PROPOSAL
FOR

CITY OF UKIAH ELECTRIC SERVICE CENTER

TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR
Specification No. 24-01
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:

COU ELECTRIC SERVICE CENTER 33 Spec. No. 24-01

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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.

COU ELECTRIC SERVICE CENTER 34 Spec. No. 24-01

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NAME OF BIDDER:

SPEC #: 24-01
PROJECT NAME: CITY OF UKIAH ELECTRIC SERVICE CENTER

TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR

BASE BID
ITEM
#

DESCRIPTION UNIT OF

MEASURE

QUANTITY TOTAL
1 CSI DIVISION 01 – GENERAL REQUIREMENTS LS 1 $__________________ 2 CSI DIVISION 02 – EXISTING CONDITIONS
LS 1 $__________________
3 CSI DIVISION 03 - CONCRETE
LS 1 $__________________
4 CSI DIVISION 04 – MASONRY
LS 1 $__________________
5 CSI DIVISION 05 – METALS
LS 1 $__________________
6 CSI DIVISION 06 – WOOD, PLASTICS &
COMPOSITES LS 1 $__________________
7 CSI DIVISION 07 – THERMAL & MOISTURE
PROTECTION LS 1 $__________________
8 CSI DIVISION 08 - OPENINGS
LS 1 $__________________
9 CSI DIVISION 09 - FINISHES
LS 1 $__________________
10 CSI DIVISION 10 – SPECIALTIES
LS 1 $__________________
11 CSI DIVISION 12 - FURNISHINGS
LS 1 $__________________
12 CSI DIVISION 13 – SPECIAL CONSTRUCTION
LS 1 $__________________
13 CSI DIVISION 14 – CONVEYING EQUIPMENT
LS 1 $__________________
14 CSI DIVISION 21 – FIRE SUPPRESSION
LS 1 $__________________
15 CSI DIVISION 22 - PLUMBING
LS 1 $__________________

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16 CSI DIVISION 23 - HVAC
LS 1 $__________________
17 CSI DIVISION 25 – INTEGRATED AUTOMATION
LS 1 $__________________
18 CSI DIVISION 26 – ELECTRICAL
LS 1 $__________________
19 CSI DIVISION 27 – COMMUNICATIONS
LS 1 $__________________
20 CSI DIVISION 28 – ELECTRONIC SAFETY &
SECURITY LS 1 $__________________
21 CSI DIVISION 31 – EARTHWORK
LS 1 $__________________
22 CSI DIVISION 32 – EXTERIOR IMPROVEMENTS
LS 1 $__________________
23 CSI DIVISION 33 - UTILITIES
LS 1 $__________________
TOTAL BID ==>> $__________________
We, the undersigned, acknowledge that the City Council has reserved the right to reject any or all bids and to determine which proposal is, in its opinion, the lowest responsive bid from a responsible bidder and that which it deems in the best interest of the City to accept. We, the undersigned, further agree, if this proposal shall be accepted, to sign the agreement and to furnish the required bonds with satisfactory surety, or sureties, within fifteen (15) calendar days after written notice that the contract is ready for signature; and, if the undersigned shall fail to contract, as aforesaid, it shall be understood that he or she has abandoned the contract and that, therefore, this proposal shall be null and void and the proposal guaranty accompanying this proposal, or the amount of said guaranty, shall be forfeited to and become the property of the City. Otherwise, the proposal guaranty accompanying this proposal shall be returned to the undersigned.

Witness our hands this day of ___________________, 20____.

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

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

Department of Industrial Relations Public Works Contractor Registration Number:_____________________ Signature of bidder or bidders, with business name, address, phone number and fax number:
_________________________________________________________________ _________________________________________________________________ _________________________________________________________________ _________________________________________________________________

COU ELECTRIC SERVICE CENTER 36 Spec. No. 24-01

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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.
_________________________________________________________________ _________________________________________________________________ _________________________________________________________________

COU ELECTRIC SERVICE CENTER 37 Spec. No. 24-01

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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.

CITY OF UKIAH ELECTRIC SERVICE CENTER

TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR
________________________________________________________________ (Signature of Bidder)
Business Mailing Address:
_________________________________________________
_________________________________________________
_________________________________________________
Business Location:
_________________________________________________
_________________________________________________
(The bidder shall execute the certification of this page prior to submitting his or her proposal.)

COU ELECTRIC SERVICE CENTER 38 Spec. No. 24-01

TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR

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:
__________________________________________________
__________________________________________________
__________________________________________________
__________________________________________________

COU ELECTRIC SERVICE CENTER 39 Spec. No. 24-01

TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR

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.)

COU ELECTRIC SERVICE CENTER 40 Spec. No. 24-01

TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR

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

COU ELECTRIC SERVICE CENTER 41 Spec. No. 24-01

TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR

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

COU ELECTRIC SERVICE CENTER 42 Spec. No. 24-01

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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: __________________

COU ELECTRIC SERVICE CENTER 43 Spec. No. 24-01

TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR

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 FEBRUARY 22, 2023 for CITY OF UKIAH ELECTRIC SERVICE CENTER TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR.

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: __________________________________________________________ __________________________________________________________ __________________________________________________________

COU ELECTRIC SERVICE CENTER 44 Spec. No. 24-01

TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR

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 CITY OF UKIAH ELECTRIC SERVICE CENTER TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR 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 ____.

COU ELECTRIC SERVICE CENTER 45 Spec. No. 24-01

TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR

CITY OF UKIAH
Mendocino County, California

AGREEMENT
FOR

CITY OF UKIAH ELECTRIC SERVICE CENTER

TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR
Specification No. 24-01
THIS AGREEMENT, made this ______ day of ___________________, 20____, by and between the City of Ukiah, Mendocino County, California, hereinafter called the City and _______________________ hereinafter called the Contractor,
WITNESSETH:

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

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

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

COU ELECTRIC SERVICE CENTER 46 Spec. No. 24-01

TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR
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

COU ELECTRIC SERVICE CENTER 47 Spec. No. 24-01

TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR
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.

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.

COU ELECTRIC SERVICE CENTER 48 Spec. No. 24-01

TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR
(i) The "Fair Employment Practices Certification" must be completed and signed prior to the time of submitting the bid.

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. Addenda

9. Contract Bonds

10. Contract Drawings and Construction Details

11. Standard Drawings

12. 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

COU ELECTRIC SERVICE CENTER 49 Spec. No. 24-01

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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: _______________________________________________

COU ELECTRIC SERVICE CENTER 50 Spec. No. 24-01

TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR

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

COU ELECTRIC SERVICE CENTER 51 Spec. No. 24-01

TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR
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 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]

COU ELECTRIC SERVICE CENTER 52 Spec. No. 24-01

TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR
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)

COU ELECTRIC SERVICE CENTER 53 Spec. No. 24-01

TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR

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.

COU ELECTRIC SERVICE CENTER 54 Spec. No. 24-01

TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR
Any notice to Surety may be given in the manner specified in the Agreement and delivered or transmitted to Surety as follows:

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

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

COU ELECTRIC SERVICE CENTER 55 Spec. No. 24-01

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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.

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

Item # Description UOM QTY
1 CSI DIVISION 01 - GENERAL REQUIREMENTS LS 12 CSI DIVISION 02 - EXISTING CONDITIONS LS 13 CSI DIVISION 03 - CONCRETE LS 15 CSI DIVISION 05 - METALS LS 16 CSI DIVISION 06 - WOOD, PLASTICS & COMPOSITES LS 17 CSI DIVISION 07 - THERMAL & MOISTURE PROTECTION LS 18 CSI DIVISION 08 - OPENINGS LS 19 CSI DIVISION 09 - FINISHES LS 1 10 CSI DIVISION 10 - SPECIALTIES LS 111 CSI DIVISION 12 - FURNISHINGS LS 114 CSI DIVISION 21 - FIRE SUPPRESSION LS 115 CSI DIVISION 22 - PLUMBING LS 116 CSI DIVISION 23 - HVAC LS 118 CSI DIVISION 26 - ELECTRICAL LS 119 CSI DIVISION 27 - COMMUNICATIONS LS 120 CSI DIVISION 28 - ELECTRONIC SAFETY & SECURITY LS 122 CSI DIVISION 32 - EXTERIOR IMPROVEMENTS LS 123 CSI DIVISION 33 - UTILITIES LS 1 Sub: Work: Sub: Work: Sub: Work: Sub: Work: Sub: Work: Sub: Work:

Hudock Fire Suppression Fire protection Cortlandt Roofing Roofing Bay Cities Fire Protection Fire Sprinklers Fremont Milwork Casework R&S Erection of Santa Rosa Garage Doors Cal Pro Trim & Finish Framing, Siding, Roofing, Demo
Ahlborn Fence & Steel
Chainlink & Misc. Steel Core Electric
Sonoma Marin Electric Electrical
Coast Building Products Insulation Ahlborn Fence
Fencing, Handrails, Ships Ladder
Drywall Sonoma & Insulation Drywall, Taping
Northbay Drywall Drywall Ahlborn
Structural Steel/Metal Fence
Top Notch Mechanical HVAC Westech Roofing
Siding & Roof Panels
Shasta Wood Products Cabinets Hudock Fire Sprinklers
KBI Paint August Jaye
Doors, Bath accessories, window shades RG Plumbing Group Plumbing B&L Glass Aluminum Storefronts Windows
Coast Building Products Insulation Deep Valley Security Alarm, Cameras R&D Interiors Mechanical Shades BT Mancini Flooring KBI Painting Painting Sonoma Drywall & Insulation
Gypsum Board Assemblies B&L Glass
Windows/Exterior Doors
Coast Builders Products Insulation
Shasta Wood Products Casework Bay Cities FP Fire Sprinklers Coast Building Products Insulation Ellis Flooring Flooring Sonoma County Shade Window Coverings Ellis Flooring Flooring Coastal Building Products Insulation Shasta Cabinetry
Shasta Wood Products
Casework & Countertops J&R Thompson Painting Hardware Tech Interior Doors & Bathroom Accessories
North Painting & Construction Glazing
Ellis Flooring Flooring Coleman Plumbing Ahlborn Fence Fencing Hudock Fire Protection Fire Suppression
Sonoma Drywall & Insulation Drywall Matrix HG HVAC
Cortlandt Roofing Roofing Q4 HVAC B&L Glass
Windows & Storefront RG Plumbing Plumbing BT Mancini Co. Flooring Ahlborn Fence & Steel Fencing
Core Electric Electrical Norcal Glass
Windows & storefronts
North Coast Flooring & Tile Flooring
Top Notch Mechanical HVAC Henry Mechanical HVAC
Shasta Wood Products Casework
Q4 Mechanical HVAC Northbay Drywall Drywall Ahlborn Fence Chainlink Fence/Metals Henris Roofing Roofing RG Plumbing Plumbing RG Plumbing Plumbing
Golden State Electric Electrical Cal Inc. Demo
KBI Painting PaintingSonoma Marin Electric ElectricalRG Plumbing Plumbing

SANTA ROSA, CA
$165,000$105,000
$27,000$25,500$35,000$30,000
TOTAL BID: $2,146,000

KIRBY CONSTRUCTION

COMPANY

SANTA ROSA, CA
BID PRICES:
$384,340
$88,500
$25,000$49,000$66,000
$385,000$166,000
$21,000
$196,000$250,000
$95,000
$358,000$122,500
$25,000
BID PRICES:

DMR BUILDERS
$13,500$43,000$71,000
$0
$2,446,340

ADAMS COMMERCIAL

GENERAL CONTRACTING

SANTA ROSA, CA
BID PRICES:
$377,610
$67,000
$15,000
$9,500
$84,000$62,000
$331,000$182,500
$60,000$22,500
$369,000
$55,500
$340,000$315,000
$11,000$14,000$23,000
$6,000
$2,548,610
FRC

WINDSOR, CA
BID PRICES:
$488,483$125,000
$14,000
$9,000
$88,000$71,000
$368,000$330,000
$14,000
$109,000$278,000
$38,000
$310,000$421,000
$28,867$70,600
$0
$2,651,459
M3 INTEGRATED SERVICES

SANTA ROSA, CA
BID PRICES:
$133,225$161,715
$25,735
$7,500
$44,500$72,200
$365,000$277,578
$14,835$31,000
$352,437
$80,500
$319,622$340,602
$233,100$304,900
$8,950
$57,000
$474,000$251,500$482,500$359,000
$7,000

PRO-EX CONSTRUCTION

RANCHO CORDOVA, CA
BID PRICES:
$550,000$350,000
$20,750$19,775$63,100$84,575
$102,000
$45,000
$173,000
$12,000
$4,420,000
BID RESULTS - SPEC 24-01 CITY OF UKIAH SERVICE CENTER TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR BID OPENING: 2 PM, FEBRUARY 27, 2024
$113,000
$76,000$85,000
$161,000$510,000$425,000
$23,000$78,000
$565,000$102,000$585,000$465,000
$30,333$42,150
$135,400
$0
$2,861,973
ATTACHMENT 2

February 28, 2024
Attn: Kristen Lawler and Mary Horger
City Clerk Office
300 Seminary Avenue,
Ukiah, CA 95482
Re: Bid Protest
Subject: City Of Ukiah Electric Service Center Tenant Improvements & Fire Damage Repair Bid Date: February 27, 2024 @ 2:00 PM
Kristen Lawler (Ukiah City Clerk):

I respectfully submit this letter to you in order to notify you that Kirby Construction, Inc is lodging a formal protest on the City Of Ukiah Electric Service Center Tenant Improvements & Fire Damage Repair project that formally bid on February 27, 2024. DMR Builders submitted an incomplete and nonresponsive bid and therefore their bid should be rejected for the following reason:

DMR Builders are in violation of Public Contract Code which requires the listing of all subcontractors who perform work in excess of one half on one percent of the prime contract and for that reason their bid should be deemed nonresponsive. 'In accordance with Public Contract Code Section 4104 any person making a bid or offer to perform work on a public project shall in his/her bid or offer set forth 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 of the work or a subcontractor licensed by the State of California, who under contract to the prime contractor specifically fabricates and installs a portion of the work or improvement in an amount in excesses of one-half (//2) of one {1%} percent of the total bid and the portion of the work which will be done by each subcontractor. A bidder shall list only one subcontractor for each portion of work as defined by the bidder in his/her name.

Section 4105 Circumvention by a general contractor who bids as a prime contractor of the requirement under Section 4104 for him or her to list his or her subcontractors, by the device of 625 Ware Ave. Santa Rosa, CA 95404 T: 707 .526.0880 F: 707 .526.1878 Lie No. 812509 ATTACHMENT 3

The listed pricing is valid for 15 days. Price includes all labor, materials, freight and tax.

Payable by check, cash or credit card.

There is a 3% processing fee for all card payments.

Lic #949519
NOR CAL GLASS PRODUCTS, INC.

PO BOX 1301
ROHNERT PARK, CA 94927-1301
707-206-9660
[email protected]

ADDRESS
Kirby Construction
625 Ware Ave
Santa Rosa, CA 95404
Estimate 6526
DATE 02/21/2024
EXPIRATION DATE 03/19/2024

JOB NAME
Ukiah Electric Service Center

DATE ACTIVITY AMOUNT
Labor & Installation Fees
Supply & install the following interior storefront:

Black anodized
Privacy lock
Laminated insulated clear glass units
(1) Type H- Door F01
(10) Type J- Doors F02, F03, F04, F05, F06, F07, F08, F09, F10, F11. Type J openings to have window film run along the bottom 2'6" of glazing.

Supply & install the following exterior storefront:

Black anodized
Panic hardware
Offset pull handles
1" OA insulated units
(3) Type A- Doors E01, E02, E03
(1) Type B- Door E04
(1) Type C- 111, curtain wall
Supply & install the following exterior storefront windows:

Black anodized
Standard hardware
1" OA insulated units
(13) Type A- 4' x 4'
(9) Type B- 4' x 4'
(1) Type B- 3' 2 3/8" x 2' 1 3/4"
292,200.00
Terms:

Signed estimate & 25% deposit to place order.

SUBTOTAL 292,200.00

The listed pricing is valid for 15 days. Price includes all labor, materials, freight and tax.

Payable by check, cash or credit card.

There is a 3% processing fee for all card payments.

Lic #949519
Balance due upon completion. TAX 0.00
TOTAL $292,200.00
Accepted By Accepted Date

PO Box 1301
Rohnert Park, CA 94927
Tel (707) 206-9660
Fax (707) 331-1287
Contractors Lic. #949519
Estimate Clarifications
Nor Cal Glass Products, Inc. Estimate Clarifications
Work included in the base bid price.

CSI Section N/A THIS BID DOES NOT QUALIFY TITLE 24/ NO TITLE 24 COMPLIANCE REPORT WAS GIVEN DURING THE BIDDING PROCESS.

A. Miscellaneous Inclusions/ Notes

1. GC to provide sufficient space for storage and lay-down area.

2. Standard 1-year Nor Cal Glass Products, Inc. Installation Warranty, unless indicated otherwise or by specification. Manufacturer’s warranties apply to products.

B. Lead Time

1. 4-6 weeks for storefront, subject to change based on availability of hardware.

C. Scope Exclusions and Clarifications

1. Off-hour labor.

2. Shop drawings, unless specified on quote.

3. Structural engineering, unless specified above.

4. Interior sealants.

5. All work not specifically included in the scope above.

6. Doors, frames and hardware (unless specifically included).

7. Demolition of existing materials (unless specifically included).

8. Existing conditions.

9. Engineering and testing (unless specifically included).

10. Brake metal or flashing unless specified on quote.

11. Electrical wiring and connections, if any work included in our scope above includes electrical or electronic hardware.

12. Card readers and/or connections and coordination with card readers if hardware included in our scope is to be activated by card reader devices.

13. Structural framing, backing and support required for proper installation of our work.

14. Equipment rental.

15. Window film, signage, and decals (unless specifically included).

16. Mirrors (unless specifically included).

17. Chipping and/or brushing of concrete.

18. GSM flashing and building membrane (unless specifically included).

19. Scaffolding.

20. Street access permits.

21. Building permits.

22. Special keying and cylinder cores, where specification is other than standard manufacturer’s cylinders and keying. Re-keying to the customer's master system will be by others.

23. Protection of finished products.

24. Financial responsibility for replacement of materials damaged by other trades, theft, vandalism, disasters and/or unknown sources.

25. Retentions. Any retentions agreed to by Nor Cal Glass Products, Inc. shall be paid within no more than 60 days of final billing of our scope, or within 7 days of payment by owner, regardless of the various requirements set forth in either the subcontract or prime contract.

26. Indemnity Qualification: Nor Cal Glass Products, Inc. shall consider providing contractor indemnification only in proportion to Nor Cal Glass Product, Inc.’s work as it pertains to the total contract value of the project. All indemnifications hereby undertaken by Nor Cal Glass Products, Inc. are conditioned upon the full, prompt and timely payment and processing of all progress payments, change orders, change order payments, and retainage payments.

27. EFIS. This proposal shall be void if the building(s) in which the work is proposed contain(s) EFIS or other similar foam exterior wall systems.

28. Liquidated Damages Exclusion: This proposal excludes liquidated damages of any kind regardless of the various requirements set forth in either the subcontract or prime contract.

29. Consequential Damages Exclusion: This proposal excludes incidental, special, indirect or consequential damages of any kind regardless of the various requirements set forth in either the subcontract or prime contract.

D. Scope Qualifications

1. This proposal is contingent upon Nor Cal Glass Products, Inc. review and final acceptance of the general contractor’s subcontract agreement, project schedule, and payment terms.

2. This proposal shall remain valid for a period of sixty (60) calendar days beyond the bid date.

3. Payment and performance bonds are excluded.

4. Final cleaning, protective coverings and replacement of breakage are excluded.

5. All building permits and inspections are the responsibility of the general contractor.

6. This proposal is based on a mutually agreeable schedule.

Approved By: Approval Date:

Attn: Kristen Lawler and Mary Horger
Ukiah City Clerk Office
300 Seminary Ave. Feb. 29, 2024
Ukiah, Ca 95482
Re: Response to Bid Protest and Counter Protest
Subject: City of Ukiah Electric Service Center T.I & Fire Damage Repair Bid Date: Feb 27, 2024 @ 2:00PM
Kristine Lawler,
In response to the protest letter submitted by Kirby Construction for the City of Ukiah Electric Service Center T.I & Fire Damage Repair project that formally bid on February,27 2024.

Upon bid submission, DMR Builders, by an inadvertent clerical error did not list our intended Storefront & Glass Subcontractor; Redhawk Glass, Inc.

A Letter of Intent to List Subcontractor has been submitted to the City of Ukiah.

We did include Redhawk Glass Inc’s price in our bid proposal and feel confident in our proposed bid price.

Additionally, upon receiving the bid packages for Kirby Construction and AGCG, it appears that both contractors did not include and acknowledge the four addendums issued, that were part of the Bid Submittal Checklist.

DMR Builders has thoroughly examined the project plans and specs and we respectfully ask the City of Ukiah to accept our bid proposal with the addition of our subcontractor, Redhawk Glass Inc.

Respectfully,
Godemar Da Silva Jr, President

DMR BUILDERS
707.596.7575
415.521.6906
ATTACHMENT 4

DMR Builders
2725 Guerneville Rd.

Santa Rosa, Ca 95401
Feb. 29, 2024
Project: City of Ukiah Electric Service Center T.I and Fire Damage Repair Re: Letter of Intent to List Subcontractor
To Kristine Lawler,
We are submitting an official letter of Intent to List Subcontractor.

DMR Builders were the apparent low bidders on the City of Ukiah Electric Service Center T.I and Fire Damage Repair project, that formally bid on 2/27/2024 @ 2pm.

Due to an inadvertent clerical error, we did not list our intended subcontractor, Redhawk Glass Inc., to perform the storefront and window scope.

Please see attached proposal from Redhawk Glass Inc. received on 2/27/2024.

Lic# 889310, DIR# 1000007033 PO Box 2608 Rohnert Park, Ca.

Redhawk Glass Inc’s quote has been accounted for in our base bid.

DMR Builders have thoroughly reviewed the plans, specs and addendums and feel confident with our submitted bid proposal.

We kindly ask that you please consider accepting our proposal submitted on 2/27/2024 with the addition of our Subcontractor, Redhawk Glass Inc.

Should you have any questions regarding this letter or require further information, please contact me immediately.

Respectfully,
Godemar Da Silva Jr.

President
O (707) 596-7575
C (415) 521-6906

COU ELECTRIC SERVICE CENTER 31 Spec. No. 24-01

TENANT IMPROVEMENTS AND FIRE DAMAGE REPAIR

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 32)
 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 37)
 Filled out completely per instruction
o Worker’s Compensation Certificate (Page 38)
 Filled out completely per instruction
o Certification of Non-Discrimination in Employment (Page 39)  Filled out completely per instruction
o List of Proposed Subcontractors (Page 40)
 Filled out completely per instruction
o Statement of Experience (Page 41)
o Signature of Bidder (Page 42)
 Filled out completely per instruction
 Authorized signature provided
o Bidder’s Bond (Page 43)
 Filled out completely per instruction
o Non-Collusion Affidavit (Page 44)
 Filled out completely per instruction
 Notarized
o Addenda Issued
 Check the City website for any addenda issued: www.cityofukiah.com/purchasing.

Agenda Item No: 13.b.

MEETING DATE/TIME: 3/6/2024

ITEM NO: 2024-1561

AGENDA SUMMARY REPORT
SUBJECT: Consideration of Award of Bid for the Urban Core Rehabilitation and Transportation Project (UCRTP), Specification 23-07 to Ghilotti Construction Company Inc. in the Amount of $11,943,936.75, and Approval of Corresponding Budget Amendments.

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

1. Plans

2. Bid Results - Spec 23-07

3. Ghilotti Bid

4. 13b Supplemental Memo - Mary Horger (posted 3-6-24)
Summary: Council will consider awarding a contract for the Urban Core Rehabilitation and Transportation Project (UCRTP), Specification 23-07, and consider approval of corresponding budget amendments.

Background: The City approved the plans, specifications and estimate for the Urban Core Rehabilitation and Transportation Project (UCRTP), Specification 23-07 on November 11, 2023. See Attachment 1. Prior to approval of these plans, Staff worked with the Complete Street ad-hoc to implement complete street standards into this project. This project is partially grant funded; 42.3% of the projected costs will be reimbursed through a grant awarded by Caltrans and the remaining 57.7% will be paid via Lease Revenue Bonds. The engineer's estimate for the project is $14,384,000. This project will consist of utility replacement, storm drain enhancement, pedestrian improvements and streetscape features on Perkins, Main and Gobbi Streets.

Discussion: The City received three (3) construction bids for this project. See Attachment 2 for a copy of the bid tabulation. Ghilitto Construction Company Inc. was the lowest responsible bidder with a bid amount of $11,943,936.75. A copy of Ghilotti Construction Inc.'s bid is provided here in Attachment 3. A budget amount of $13,138,330.43 is requested. This will cover 10% contingency for the project.

Additional details regarding budget distribution will be provided at time of recommendation of award.

With the project coming well under the engineer's estimate, Staff is exploring the opportunity of improving adjacent corridors, like Clay Street into the new courthouse development site and Hospital Drive. Staff will work with the Complete Streets Ad-hoc on this opportunity.

Recommended Action: Award bid for the Urban Core Rehabilitation and Transportation Project (UCRTP), Specification 23-07, and approve of corresponding budget amendments.

BUDGET AMENDMENT REQUIRED: YES
CURRENT BUDGET AMOUNT: N/A
PROPOSED BUDGET AMOUNT: $13,138,330.43
FINANCING SOURCE: LEASE REVENUE BONDS AND CALTRANS LOCAL PARTNERSHIP PROGRAM PREVIOUS CONTRACT/PURCHASE ORDER NO.:

COORDINATED WITH: May Horger, Financial Services Manager, Myles Fisette, Purchasing Supervisor, Andrew Stricklin, Senior Engineer and Tim Eriksen, City Engineer/Director of Public Works DIVERSITY-EQUITY INITIATIVES (DEI): Goal 4 – Identify and actively engage underrepresented communities in which to retain, expand, develop, and implement programs.

CLIMATE INITIATIVES (CI): 2b – Encourage active transportation as a viable alternative to automobiles. 1c – Install energy-efficient outdoor lighting.

GENERAL PLAN ELEMENTS (GP):GP-A4 - Public Facilities, Services, and Infrastructure Element, GP-A3 - Mobility Element

ATTACHMENT 1

GENERAL NOTES

ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO THE CURRENT

CITY OF UKIAH DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS, THE

CALTRANS STANDARD PLANS AND SPECIFICATIONS (CURRENT EDITION), AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION).

THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED

CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND

COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS

REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR FURTHER AGREES TO HOLD HARMLESS,

INDEMNIFY AND DEFEND THE DESIGN PROFESSIONAL, THE OWNER AND THEIR

CONSULTANTS, AND THE CITY OF UKIAH, AND EACH OF THEIR OFFICERS, EMPLOYEES, AND

AGENTS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE

PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL.

AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE CITY OF UKIAH DEPARTMENT OF PUBLIC WORKS PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. A

TRAFFIC CONTROL PLAN MUST BE SUBMITTED TO THE CITY OF UKIAH FOR APPROVAL PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY.

THE CONTRACTOR SHALL OBTAIN A DE-WATERING PERMIT FROM THE NORTH COAST

REGIONAL WATER QUALITY CONTROL BOARD FOR DE-WATERING OPERATIONS THAT ARE

USED TO MANAGE THE REMOVAL OF GROUND WATER FROM EXCAVATIONS AND THEIR DISCHARGE TO THE WATERS OF THE STATE OR THE STORM DRAIN SYSTEM. APPROVAL MUST

BE OBTAINED FROM THE CITY OF UKIAH PUBLIC WORKS DEPARTMENT PRIOR TO DISCHARGING GROUNDWATER TO THE SEWER.

CONTRACTOR SHALL SECURE A TRENCH PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO EXCAVATION OF ANY TRENCH OVER 5-FEET IN DEPTH.

TEMPORARY STOCKPILES SHALL NOT BE LOCATED WITHIN CREEK SETBACK AREAS, PROTECTED VEGETATION/TREE AREAS OR WITHIN 10-FEET OF AN ADJACENT RESIDENTIAL PROPERTY LINE. STOCKPILES TALLER THAN 2.5-FEET SHALL NOT BE WITHIN 50-FEET OF AN ADJACENT RESIDENTIAL PROPERTY LINE.

TEMPORARY STOCKPILES MUST BE REMOVED BY COMPLETION OF GRADING ACTIVITIES

UNLESS A SEPARATE TEMPORARY USE PERMIT AND GRADING PERMIT IS OBTAINED FROM THE CITY OF UKIAH FOR THE STOCKPILE.

IF CONTAMINATED MATERIAL IS ENCOUNTERED DURING CONSTRUCTION, WORK MUST

STOP UNTIL A WORK PLAN HAS BEEN APPROVED IN WRITING BY THE CITY OF UKIAH FIRE DEPARTMENT AND THE NORTH COAST REGIONAL WATER QUALITY CONTROL BOARD.

HAZARDOUS MATERIAL SHALL BE REMOVED AND DISPOSED OF ACCORDING TO THE REQUIREMENTS OF THE CITY OF UKIAH FIRE DEPARTMENT. THE APPLICANT IS REQUIRED TO

DEMONSTRATE COMPLIANCE WITH STATE AND LOCAL CODES FOR REMOVAL OF ASBESTOS CONTAINING MATERIALS DURING DEMOLITION OF THE STRUCTURES ON THE PROJECT SITE.

IN THE EVENT THAT ANY REMAINS OF PREHISTORIC OR HISTORIC HUMAN ACTIVITIES ARE

ENCOUNTERED DURING PROJECT-RELATED ACTIVITIES, WORK IN THE IMMEDIATE VICINITY

OF THE FINDS SHALL HALT AND THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT SUPERINTENDENT AND THE CITY OF UKIAH INSPECTOR. WORK SHALL NOT RESUME

UNTIL A QUALIFIED ARCHAEOLOGIST OR HISTORIC ARCHAEOLOGIST, AS APPROPRIATE,

APPROVED BY THE CITY OF UKIAH, HAS EVALUATED THE SITUATION AND MADE

RECOMMENDATIONS FOR TREATMENT OF THE RESOURCE, AND WHOSE RECOMMENDATIONS ARE CARRIED OUT. IF HUMAN BURIAL REMAINS ARE ENCOUNTERED, THE CONTRACTOR MUST ALSO CONTACT THE MENDOCINO COUNTY CORONER.

CONSTRUCTION HOURS SHALL BE LIMITED TO 7:00 AM TO 7:00 PM MONDAY THROUGH FRIDAY, AND 8:00 AM TO 6:00 PM ON SATURDAYS, EXCLUDING HOLIDAYS. THIS RESTRICTION INCLUDES THE START UP OF ANY MOTORIZED EQUIPMENT. ALL CONTRACTORS' EQUIPMENT SHALL BE PROPERLY MUFFLED AND SHALL BE SHUT DOWN WHEN NOT IN USE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE OR DETERIORATION

OCCURRING TO EXISTING PUBLIC IMPROVEMENTS AS A DIRECT RESULT OF CONSTRUCTION ACTIVITY (GRADING, ROAD CONSTRUCTION, UTILITY INSTALLATION, ETC.). REPAIR MAY

REQUIRE PATCHING, SEALING OR OVERLAYING AFFECTED AREAS AS APPROPRIATE TO

RETURN THE ROADS TO AT LEAST AS GOOD A CONDITION AS THEY WERE PRIOR TO CONSTRUCTION. IF THE CONTRACTOR DOES NOT ACT IN A TIMELY MANNER, THE CITY OF

UKIAH MAY, AT ITS DISCRETION, PERFORM THE CORRECTION AND CHARGE THE CONTRACTOR FOR ALL COSTS AND OVERHEAD INCURRED.

THE CONTRACTOR SHALL PROVIDE RECORD DRAWINGS TO THE CITY OF UKIAH UPON COMPLETION OF PROJECT AND PRIOR TO FINAL ACCEPTANCE.

GRADING NOTES

THE CONTRACTOR SHALL PERFORM GRADING UNDER THE OBSERVATION OF THE

GEOTECHNICAL ENGINEER AND IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT.

THE CONTRACTOR SHALL PERFORM GRADING TO WITHIN 0.10-FEET OF THE LINES AND ELEVATIONS SHOWN ON THE CONSTRUCTION DRAWINGS.

THE CONTRACTOR SHALL REMOVE MATERIAL WHICH WILL NOT BE USED ON SITE AS IT IS

EXCAVATED AND DISPOSE OF IN ACCORDANCE WITH THE GOVERNING AGENCY'S REQUIREMENTS.

THE CONTRACTOR SHALL EXERCISE CAUTION WHEN EXCAVATING WITHIN THE DRIPLINE OF ANY TREE SHOWN ON THE PLANS TO REMAIN. ROOTS LARGER THAN 2 INCHES SHALL NOT BE CUT WITHOUT PERMISSION FROM THE ENGINEER.

ADA COMPLIANCE: THE CONTRACTOR MUST COMPLY WITH THE REQUIREMENTS OF THE AMERICAN WITH DISABILITIES ACT (ADA) WHILE WORKING IN THE PUBLIC RIGHT-OF-WAY. IF

THE CONTRACTOR'S WORK IN THE PUBLIC RIGHT-OF-WAY WILL AFFECT PEDESTRIAN ACCESS,

THE CONTRACTOR IS REQUIRED TO PROVIDE A PROPERLY SIGNED ACCESSIBLE ROUTE OF TRAVEL. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. FAILURE TO COMPLY WITH THE ADA CAN HAVE SERIOUS CONSEQUENCES FOR THE CONTRACTOR. SUCH FAILURE MAY RESULT IN LAWSUITS FOR REGULATORY ACTIONS BY THE DEPARTMENT OF JUSTICE OR THE STATE ATTORNEY GENERAL.

UTILITY NOTES

UTILITY NOTES

ALL UNDERGROUND IMPROVEMENTS INCLUDING SEWER LINES, WATER LINES, STORM

DRAINS, PUBLIC UTILITY FACILITIES, AND SERVICES SHALL BE INSTALLED, TESTED, AND ACCEPTED BY THE CITY OF UKIAH PUBLIC WORKS DEPARTMENTS PRIOR TO PAVING. TRENCH PAVING FOR ALL UTILITIES SHALL BE COORDINATED AND INSTALLED AT THE SAME TIME.

THE LOCATIONS OF UNDERGROUND OBSTRUCTIONS SHOWN ON THESE DRAWINGS ARE APPROXIMATE ONLY AND SHOULD NOT BE TAKEN AS FINAL OR ALL INCLUSIVE. THE

CONTRACTOR IS CAUTIONED THAT THESE DRAWINGS MAY NOT INCLUDE ALL EXISTING

UTILITIES INCLUDING WATER, SEWERS AND STORM DRAINS, AND THAT THE OWNER, THE

CITY OF UKIAH AND THE DESIGN PROFESSIONAL ASSUME NO RESPONSIBILITY FOR OBSTRUCTIONS WHICH MAY BE ENCOUNTERED.

CONTRACTOR TO POTHOLE ALL UNDERGROUND UTILITIES A MINIMUM OF 5 WORKING DAYS

IN ADVANCE OF ANY EXCAVATION PER THE REQUIREMENTS OF CALIFORNIA GOVERNMENT CODE 4216. THE POTHOLING REQUIRES A LOG SUBMITTED TO DETERMINE THE HORIZONTAL

AND VERTICAL LOCATION OF THE UTILITY, TYPE, SIZE, PIPE MATERIAL, AND DEPTH TO THE BOTTOM AND TOP OF THE UTILITY. IF UNMARKED UTILITIES ARE ENCOUNTERED, OR IF

UNABLE TO LOCATE A MARKED UTILITY AFTER POTHOLING, IMMEDIATELY NOTIFY THE OWNER AND ENGINEER.

THE CONTRACTOR SHALL EXPOSE ALL EXISTING UTILITIES INCLUDING SEWERS AND STORM

DRAINS PRIOR TO ANY TRENCHING TO ALLOW THE DESIGN PROFESSIONAL TO VERIFY THE

GRADE AND ALIGNMENT OF THE UTILITIES, AND TO VERIFY DESIGN ASSUMPTIONS AND EXACT FIELD LOCATIONS. EXISTING UTILITIES MAY REQUIRE RELOCATION AND/OR

PROPOSED IMPROVEMENTS MAY REQUIRE GRADE OR ALIGNMENT REVISION DUE TO FIELD CONDITIONS.

UTILITY CONFLICTS MAY OCCUR IN THOSE INSTANCES WHERE TWO GRAVITY UTILITIES

CROSS AND LACK THE REQUIRED SEPARATION, OR IN THOSE INSTANCES WHERE AN EXISTING UTILITY HAS NOT BEEN IDENTIFIED IN THE CONSTRUCTION DOCUMENTS.

CROSSING UTILITIES WHICH HAVE BEEN IDENTIFIED IN THE CONSTRUCTION DOCUMENTS MAY NOT BE CONSTRUED AS UTILITY CONFLICTS. THE CONTRACTOR SHALL INSTALL

GRAVITY UTILITIES TO THE LINES AND ELEVATIONS IDENTIFIED IN THE CONSTRUCTION

DOCUMENTS AND INSTALL OTHER UTILITIES ABOVE OR BELOW GRAVITY UTILITIES WHILE COMPLYING WITH THE MINIMUM COVER REQUIREMENTS FOR EACH UTILITY INSTALLED.

GRAVITY UTILITIES SHALL BE INSTALLED STARTING AT THE DOWNSTREAM END AND CONSTRUCTED UP-GRADIENT. TO THE EXTENT PRACTICABLE, AND IN COORDINATION WITH

THE CITY OF UKIAH, THE CONTRACTOR SHALL ENDEAVOR TO RE-ESTABLISH EXISTING SEWER

LATERAL CONNECTIONS TO THE NEW SEWER MAIN AS ENCOUNTERED DURING THE COURSE OF SEWER MAIN INSTALLATION. SEWER LATERAL DISCONNECT AND RE-ESTABLISHMENT SHALL HAPPEN DURING THE SAME WORKING DAY.

THE USE OF CONTROLLED DENSITY BACKFILL (CDF) WITHIN ANY PUBLIC SEWER OR WATER

TRENCH IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF UKIAH DIRECTOR OF UTILITIES.

UTILITY TRENCH BACKFILL MATERIAL SHALL CONFORM TO THE LATEST LOCAL CITY, COUNTY AND/OR STATE STANDARDS.

PROVIDE TRENCHING FOR STORM DRAIN PIPE IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NUMBER 420.

THERE SHALL BE NO UNMETERED CONNECTIONS TO THE CITY OF UKIAH WATER SYSTEM

INCLUDING CONNECTIONS BYPASSING THE METER FOR TESTING ONSITE PLUMBING OR FOR OBTAINING CONSTRUCTION WATER. SUCH CONNECTIONS MAY BE SEVERED BY THE

UTILITIES DEPARTMENT AND MAY RESULT IN PENALTIES, INCLUDING PAYMENT OF FINES AND ESTIMATED WATER USAGE FEES.

MANHOLES SHALL BE COATED INSIDE WITH ONE (1) COAT OF THORO-SEAL, XPEX, OR APPROVED EQUAL.

UTILITY LENGTHS SHOWN REFLECT ROUNDED LENGTHS MEASURED HORIZONTALLY BETWEEN THE CENTERS OF STRUCTURES. THE CONTRACTOR SHALL VERIFY SLOPED UTILITY LENGTHS IN THE FIELD PRIOR TO ORDERING MATERIAL.

STRIPING AND SIGNING NOTES

UNLESS OTHERWISE SHOWN ON PLAN, THE CONTRACTOR SHALL RESTORE EXISTING STRIPING, SIGNAGE, CURB PAINT, ETC. THAT IS DAMAGED OR REMOVED (AND DOES NOT

CONFLICT WITH THE PROPOSED STRIPING & SIGNAGE IMPROVEMENTS) AS A DIRECT RESULT

OF CONSTRUCTION ACTIVITY TO AT LEAST AS GOOD OF A CONDITION AS THEY WERE PRIOR TO CONSTRUCTION.

STRIPING AND SIGNING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH

THE LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). MATERIALS SHALL BE FURNISHED BY THE CONTRACTOR.

PROPOSED STRIPING AND MARKINGS SHALL BE INSTALLED THE SAME DAY AS THE REMOVAL OF THE EXISTING STRIPING AND MARKINGS. IF NOT, CONTRACTOR SHALL PROVIDE

TEMPORARY PAVEMENT MARKERS UNTIL PROPOSED STRIPING AND MARKINGS ARE INSTALLED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT AND CAT TRACKING OF ALL PROPOSED STRIPING AND MARKINGS. CAT TRACKING SHALL BE DONE A MINIMUM OF 48-HOURS PRIOR TO PROPOSED STRIPING AND MARKING TO ALLOW THE CITY TIME FOR REVIEW AND APPROVAL.

EXISTING STRIPING AND MARKINGS TO BE REMOVED SHALL BE REMOVED BY GRINDING BY THE CONTRACTOR.

PAVEMENT LEGENDS, CROSSWALKS AND STOP BARS SHALL BE INSTALLED BY USING THERMOPLASTIC IN ACCORDANCE WITH LATEST EDITION OF THE CALIFORNIA MUTCD.

STRIPING AND SIGNAGE ARE TO BE WORKED ON CONCURRENTLY.

MAPPING NOTES

THE CONTRACTOR IS RESPONSIBLE FOR PRESERVATION AND/OR PERPETUATION OF ALL EXISTING SURVEY MONUMENTS (CURB TAGS, IRON PIPES, CENTERLINE WELL DISKS, ETC). IF

THE CONTRACTOR SUSPECTS THAT WORK WILL BE CONDUCTED IN AN AREA WHICH MAY

RESULT IN THE DISTURBANCE OF SURVEY MONUMENTS, THE CONTRACTOR SHALL RETAIN

THE SERVICES OF A LICENSED PROFESSIONAL AUTHORIZED TO PRACTICE LAND SURVEYING

TO LOCATE SAID MONUMENTS PRIOR TO DISTURBANCE, RE-ESTABLISH MONUMENTS

WHICH HAVE BEEN DISTURBED AS A RESULT OF CONSTRUCTION, AND FILE THE APPROPRIATE DOCUMENTATION WITH THE COUNTY ONCE THE MONUMENTS ARE RESET.

CONTRACTOR SHALL PROVIDE A MINIMUM OF TEN (10) WORKING DAYS NOTICE TO THE ENGINEER/SURVEYOR PRIOR TO DISTURBANCE OR REMOVAL OF EXISTING MONUMENTS.

CONTRACTOR SHALL PROVIDE THE CITY WITH A MONUMENT CERTIFICATION LETTER FROM

THE ENGINEER/SURVEYOR STATING THAT THE EXISTING MONUMENTS HAVE BEEN IDENTIFIED AND LOCATED PRIOR TO REMOVAL.

THE LOCATIONS OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE DRAWINGS ARE

APPROXIMATE AND ARE BASED ON OBSERVED TOPOGRAPHIC SURFACE FEATURES AND AVAILABLE INFORMATION. THE PROFESSIONAL PREPARING THIS MAP ASSUMES NO

RESPONSIBILITY FOR THE ACCURACY OF THESE FACILITIES OR FOR THE INADVERTENT OMISSION OF RELATED INFORMATION.

TREE DIAMETERS ARE MEASURED AT CHEST HEIGHT (48”). DRIPLINE DIAMETERS AND TREE SPECIES ARE APPROXIMATE ONLY AND SHOULD BE VERIFIED BY A CERTIFIED ARBORIST.

EROSION AND SEDIMENT CONTROL NOTES

THE CONTRACTOR SHALL KEEP THE WORK SITE, STAGING AREAS AND OTHER AREAS USED BY

THE CONTRACTOR IN A NEAT AND CLEAN CONDITION, AND FREE FROM ANY ACCUMULATION OF TRASH. THE CONTRACTOR SHALL DISPOSE OF ALL TRASH, RUBBISH AND

WASTE MATERIALS OF ANY KIND GENERATED BY THE CONTRACTOR, SUBCONTRACTOR OR ANY COMPANY HIRED BY THE CONTRACTOR ON A DAILY BASIS. THE CONTRACTOR SHALL

ALSO KEEP HAUL ROADS FREE FROM DIRT, RUBBISH, AND UNNECESSARY OBSTRUCTIONS RESULTING FROM SITE OPERATION. DISPOSAL OF ALL TRASH, RUBBISH AND DEBRIS

MATERIALS SHALL BE IN A COVERED WASTE RECEPTACLE OR HAULED OFF SITE, IN

ACCORDANCE WITH LOCAL CODES AND ORDINANCES GOVERNING LOCATIONS AND

METHODS OF DISPOSAL, AND IN CONFORMANCE WITH ALL APPLICABLE LAWS AND REGULATIONS. WASTE RECEPTACLES SHALL BE COVERED AT THE END OF EVERY DAY AND DURING RAIN EVENTS.

ENSURE THE CONTAINMENT OF SANITATION FACILITIES (E.G., PORTABLE TOILETS) TO

PREVENT DISCHARGES OF POLLUTANTS TO THE STORM WATER DRAINAGE SYSTEM, ROADS OR RECEIVING WATERS. SANITATION FACILITIES MUST BE MAINTAINED PERIODICALLY BY A

LICENSED SERVICE COMPANY TO KEEP THEM IN GOOD WORKING ORDER AND PREVENT OVERFLOWS. PORTABLE TOILETS ARE REQUIRED TO HAVE SECONDARY CONTAINMENT.

EQUIPMENT AND MATERIALS NECESSARY FOR CONTROL OF SPILLS SHALL BE AVAILABLE ON SITE AT ALL TIMES. SPILLS AND LEAKS SHALL BE STOPPED AND THE MATERIAL CLEANED UP IMMEDIATELY AND DISPOSED OF PROPERLY. USE PROPER BEST MANAGEMENT PRACTICES (BMPs) TO PREVENT OIL, GREASE, OR FUEL FROM LEAKING ON THE GROUND, INTO THE STORM DRAINS OR SURFACE WATERS.

CONTAIN CONCRETE WASHOUT AREAS AND SIMILAR AREAS THAT MAY CONTAIN

POLLUTANTS TO PREVENT DISCHARGE INTO THE UNDERLYING SOIL OR ONTO THE SURROUNDING AREAS.

ESTABLISH AND MAINTAIN EFFECTIVE SITE PERIMETER CONTROLS AND STABILIZE ALL

CONSTRUCTION ENTRANCES AND EXITS TO SUFFICIENTLY CONTROL EROSION AND SEDIMENT DISCHARGES AND TRACKED MATERIALS FROM LEAVING THE SITE. AT A MINIMUM

DAILY AND PRIOR TO ANY RAIN EVENT, THE CONTRACTOR SHALL REMOVE ANY SEDIMENT

OR OTHER CONSTRUCTION ACTIVITY RELATED MATERIALS THAT ARE DEPOSITED ON THE ROADS (BY VACUUMING OR SWEEPING).

PLACE EQUIPMENT OR VEHICLES WHICH ARE BEING FUELED, MAINTAINED AND STORED, IN A DESIGNATED AREA FITTED WITH APPROPRIATE BMPs.

PROVIDE DUST CONTROL THROUGHOUT THE DURATION OF THE CONSTRUCTION PROJECT TO MINIMIZE AIRBORNE POLLUTANTS.

AT A MINIMUM, ALL BMPs SHALL BE INSPECTED EACH WORKING DAY AND BEFORE ALL RAIN EVENTS. BMPs THAT REQUIRE MAINTENANCE OR REPLACEMENT TO FUNCTION PROPERLY SHALL BE COMPLETED BEFORE THE NEXT FORECASTED RAIN, OR WITHIN THE NEXT THREE (3) WORKING DAYS IF NO RAIN IS PREDICTED. MAINTENANCE INCLUDES REMOVAL OF ACCUMULATED SEDIMENT AND TRASH.

AT A MINIMUM, THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ALL APPLICABLE BMPs LISTED ON THESE DRAWINGS AND/OR THE STORM WATER POLLUTION PREVENTION PLAN. MASTER GENERAL NOTES
COPYRIGHT © BKF ENGINEERS 2023 2URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 5330 PIRRONE ROAD SUITE 101 SALIDA, CA 95368 (209) 923-8200 www.bkf.com Plot Oct 19, 2023 at 8:37am 212351_IMPR.dwg 143 PERKINS STREET, GOBBI STREET, AND MAIN STREET 10/20/2023

MASTER SHEET INDEX 3
4 COVER SHEET
5 NOTES, LEGEND, AND ABBREVIATIONS
6 HORIZONTAL CONTROL PLAN
7 TYPICAL ROADWAY SECTIONS
8 DEMOLITION PLAN
9 DEMOLITION PLAN
10 DEMOLITION PLAN
11 GRADING AND UTILITY PLAN
12 GRADING AND UTILITY PLAN
13 GRADING AND UTILITY PLAN
14 PAVING PLAN
15 PAVING PLAN
16 PAVING PLAN
17 STRIPING AND SIGNAGE PLAN
18 STRIPING AND SIGNAGE PLAN
19 STRIPING AND SIGNAGE PLAN
20 EROSION AND SEDIMENT CONTROL PLAN
21 EROSION AND SEDIMENT CONTROL PLAN
22 EROSION AND SEDIMENT CONTROL PLAN
23 CURB RAMP GRADING DETAILS
24 CURB RAMP GRADING DETAILS
25 CONSTRUCTION DETAILS
26 CITY OF UKIAH STANDARD DETAILS
27 EAST PERKINS ST/ORCHARD AVE

TRAFFIC SIGNAL MODIFICATION
28 EAST PERKINS ST/ORCHARD AVE

TRAFFIC SIGNAL SCHEDULES
29 EAST PERKINS ST STREET LIGHTING PLAN
30 SITE PLAN
31 SITE PLAN
32 SITE PLAN
33 IRRIGATION PLAN
34 IRRIGATION PLAN
35 IRRIGATION PLAN
36 IRRIGATION DETAILS AND NOTES
37 IRRIGATION DETAILS
38 PLANTING PLAN
39 PLANTING PLAN
40 PLANTING PLAN
41 PLANTING DETAILS AND NOTES

INDEX OF DRAWINGS

EAST PERKINS STREET
42 COVER SHEET
43 NOTES, LEGEND AND ABBREVIATIONS
44 HORIZONTAL CONTROL PLAN
45 TYPICAL ROADWAY SECTIONS
46 TYPICAL ROADWAY SECTIONS
47 TYPICAL ROADWAY SECTIONS
48 TYPICAL ROADWAY SECTIONS
49 PHASE 1 UTILITY PLAN AND PROFILE
50 PHASE 1 UTILITY PLAN AND PROFILE
51 PHASE 1 UTILITY PLAN AND PROFILE
52 PHASE 1 UTILITY PLAN AND PROFILE
53 PHASE 1 UTILITY PLAN AND PROFILE
54 PHASE 1 UTILITY PLAN AND PROFILE
55 PHASE 1 UTILITY PLAN AND PROFILE
56 PHASE 1 UTILITY PLAN AND PROFILE
57 PHASE 1 DEMOLITION PLAN
58 PHASE 1 DEMOLITION PLAN
59 PHASE 1 DEMOLITION PLAN
60 PHASE 1 DEMOLITION PLAN
61 PHASE 2 UTILITY PLAN AND PROFILE
62 PHASE 2 UTILITY PLAN AND PROFILE
63 PHASE 2 UTILITY PLAN AND PROFILE
64 PHASE 2 UTILITY PLAN AND PROFILE
65 PHASE 2 UTILITY PLAN AND PROFILE
66 PHASE 2 UTILITY PLAN AND PROFILE
67 PHASE 2 UTILITY PLAN AND PROFILE
68 PHASE 2 UTILITY PLAN AND PROFILE
69 PHASE 2 DEMOLITION PLAN
70 PHASE 2 DEMOLITION PLAN
71 PHASE 2 DEMOLITION PLAN
72 PHASE 2 DEMOLITION PLAN
73 OVERALL PAVING PLAN
74 OVERALL PAVING PLAN
75 OVERALL PAVING PLAN
76 OVERALL PAVING PLAN
77 OVERALL STRIPING AND SIGNAGE PLAN
78 OVERALL STRIPING AND SIGNAGE PLAN
79 OVERALL STRIPING AND SIGNAGE PLAN
80 OVERALL STRIPING AND SIGNAGE PLAN
81 OVERALL EROSION AND SEDIMENT CONTROL PLAN
82 OVERALL EROSION AND SEDIMENT CONTROL PLAN
83 OVERALL EROSION AND SEDIMENT CONTROL PLAN
84 OVERALL EROSION AND SEDIMENT CONTROL PLAN
85 CURB RAMP GRADING DETAILS
86 CURB RAMP GRADING DETAILS
87 CURB RAMP GRADING DETAILS
88 BIORETENTION GRADING DETAIL
89 RAILROAD CROSSING GRADING DETAIL
90 TRAFFIC SIGNAL INSTALLATION PLAN
91 TRAFFIC SIGNAL SCHEDULES
92 TRAFFIC SIGNAL INTERCONNECT PLAN
93 TRAFFIC SIGNAL INTERCONNECT PLAN
94 CONSTRUCTION DETAILS
95 CITY OF UKIAH STANDARD DETAILS
96 CITY OF UKIAH STANDARD DETAILS

GOBBI STREET
97 TITLE SHEET
98 ABBREVIATIONS, LEGEND, GENERAL NOTES & SURVEY CONTROL 99 SURVEY CONTROL DATA & BASE LINE DATA
100 PLAN & PROFILE - STA. 10+00 TO STA. 14+00
101 PLAN & PROFILE - STA. 14+00 TO STA. 18+00
102 PLAN & PROFILE - STA. 18+00 TO STA. 22+00
103 PLAN & PROFILE - STA. 22+00 TO STA. 26+00
104 PLAN & PROFILE - STA. 26+00 TO STA. 30+30
105 PLAN & PROFILE - STA. 30+30 TO STA. 34+25
106 PLAN & PROFILE - STA. 34+25 TO STA. 38+25
107 PLAN & PROFILE - STA. 38+25 TO STA. 42+25
108 PLAN & PROFILE - STA. 42+25 TO STA. 46+00
109 PLAN & PROFILE - STA. 46+00 TO STA. 49+50
110 SIDE STREET WATER MAIN PROFILES
111 CURB RAMP DETAILS - MARSHALL ST - SITE PLAN
112 CURB RAMP DETAILS - MARSHALL ST - GRADING PLAN
113 CURB RAMP DETAILS - E MILL ST - SITE PLAN
114 CURB RAMP DETAILS - E MILL ST - GRADING PLAN
115 CURB RAMP DETAILS - E CLEVELAND ST - SITE & GRADING PLAN 116 CURB RAMP DETAILS - E CLAY ST - SITE & GRADING PLAN 117 CURB RAMP DETAILS - E STEPHENSON ST - SITE PLAN
118 CURB RAMP DETAILS - E STEPHENSON - GRADING PLAN
119 CURB RAMP DETAILS - E CHURCH ST - SITE & GRADING PLAN 120 CURB RAMP DETAILS - E PERKINS ST - (E) SITE & GRADING PLAN 121 LIBRARY CURB RAMP DETAILS - SITE & GRADING PLAN
122 CURB RAMP DETAILS - E STANDLEY ST - (E) SITE & GRADING PLAN 123 CURB RAMP DETAILS - E SMITH ST - (W) SITE & GRADING PLAN 124 CURB RAMP DETAILS - E SMITH ST - (E) SITE & GRADING PLAN 125 CURB RAMP DETAILS - NORTON ST - SITE & GRADING PLAN 126 MAIN STREET CROSS SECTIONS - STA 10+35 TO STA 13+00 127 MAIN STREET CROSS SECTIONS - STA 13+25 TO STA 16+00 128 MAIN STREET CROSS SECTIONS - STA 16+25 TO STA 19+00 129 MAIN STREET CROSS SECTIONS - STA 19+25 TO STA 22+00 130 MAIN STREET CROSS SECTIONS - STA 22+25 TO STA 25+00 131 MAIN STREET CROSS SECTIONS - STA 25+25 TO STA 28+00 132 MAIN STREET CROSS SECTIONS - STA 28+25 TO STA 31+00 133 MAIN STREET CROSS SECTIONS - STA 31+25 TO STA 34+00 134 MAIN STREET CROSS SECTIONS - STA 34+25 TO STA 37+00 135 MAIN STREET CROSS SECTIONS - STA 37+25 TO STA 40+00 136 MAIN STREET CROSS SECTIONS - STA 40+25 TO STA 43+00 137 MAIN STREET CROSS SECTIONS - STA 43+25 TO STA 46+00 138 MAIN STREET CROSS SECTIONS - STA 46+25 TO STA 49+00 139 STRIPING & SIGNAL PLAN - STA 10+00 TO STA 29+50
140 STRIPING & SIGNAL PLAN - STA 29+50 TO STA 49+50
141 DETAILS - 1
142 DETAILS - 2
143 DETAILS - 3

MAIN STREET
1 COVER SHEET
2 NOTES, LEGEND, AND ABBREVIATIONS
3 MASTER SHEET INDEX
COPYRIGHT © BKF ENGINEERS 2023 URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 5330 PIRRONE ROAD SUITE 101 SALIDA, CA 95368 (209) 923-8200 www.bkf.com Plot Oct 19, 2023 at 8:37am 212351_IMPR.dwg 143 PERKINS STREET, GOBBI STREET, AND MAIN STREET 10/20/2023

VICINITY MAP

CITY OF UKIAH
COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 8:37am 212351_IMPR.dwg PERKINS STREET PAVEMENT REHABILITATION AND ROADWAY WIDENING COVER SHEET 4 IMPROVEMENT DRAWINGS FOR

PAVEMENT REHABILITATION AND ROADWAY WIDENING
CITY CONTRACT NUMBER: 2122-190

CITY OF UKIAH, CALIFORNIA

EAST PERKINS STREET
OCTOBER 2023
PROJECT SCOPE:

WORK TO BE PERFORMED ON EAST PERKINS STREET IS LOCATED BETWEEN MAIN STREET AND ORCHARD AVENUE, WITHIN THE CITY OF UKIAH. WORK GENERALLY

CONSISTS OF CURB RAMP REPLACEMENT, ROADWAY GRIND AND OVERLAY,

ROADWAY WIDENING, STORM DRAINAGE IMPROVEMENTS, TRAFFIC SIGNAL

IMPROVEMENTS, MINOR LANDSCAPING IMPROVEMENTS, AND THE DEMOLITION AND EXCAVATION OF HARDSCAPE TO SUPPORT THESE IMPROVEMENTS.

NORTH MAIN STREET TO POMEROY STREET

KEY MAP
4 COVER SHEET
5 NOTES, LEGEND, AND ABBREVIATIONS
6 HORIZONTAL CONTROL PLAN
7 TYPICAL ROADWAY SECTIONS
8 DEMOLITION PLAN
9 DEMOLITION PLAN
10 DEMOLITION PLAN
11 GRADING AND UTILITY PLAN
12 GRADING AND UTILITY PLAN
13 GRADING AND UTILITY PLAN
14 PAVING PLAN
15 PAVING PLAN
16 PAVING PLAN
17 STRIPING AND SIGNAGE PLAN
18 STRIPING AND SIGNAGE PLAN
19 STRIPING AND SIGNAGE PLAN
20 EROSION AND SEDIMENT CONTROL PLAN
21 EROSION AND SEDIMENT CONTROL PLAN
22 EROSION AND SEDIMENT CONTROL PLAN
23 CURB RAMP GRADING DETAILS
24 CURB RAMP GRADING DETAILS
25 CONSTRUCTION DETAILS
26 CITY OF UKIAH STANDARD DETAILS
27 EAST PERKINS ST/ORCHARD AVE

TRAFFIC SIGNAL MODIFICATION
28 EAST PERKINS ST/ORCHARD AVE

TRAFFIC SIGNAL SCHEDULES
29 EAST PERKINS ST STREET LIGHTING PLAN
30 SITE PLAN
31 SITE PLAN
32 SITE PLAN
33 IRRIGATION PLAN
34 IRRIGATION PLAN
35 IRRIGATION PLAN
36 IRRIGATION DETAILS AND NOTES
37 IRRIGATION DETAILS
38 PLANTING PLAN
39 PLANTING PLAN
40 PLANTING PLAN
41 PLANTING DETAILS AND NOTES

INDEX OF DRAWINGS NORTH MAIN ST

EAST PERKINS ST SOUTH MAIN ST

MASON STHOSPITAL DR LESLIE ST WARREN DR

N ORCHARD AVE

S ORCHARD AVE

POMEROY ST

EAST PERKINS ST

EAST PERKINS ST
SHEETS 8, 11, 14, 17, 20
US HWY 101
SHEETS 9, 12, 15, 18, 21 SHEETS 10, 13, 16, 19, 22
10/20/2023

EXISTING PROPOSED

BENCHMARK

IRON PIPE

CENTERLINE MONUMENT

BLOW OFF
VALVE

CHECK VALVE

BACKFLOW PREVENTION DEVICE

FIRE DEPARTMENT CONNECTION

FIRE HYDRANT

POST INDICATOR VALVE

REDUCER
RISER

LIGHT POLE

STREET SIGN

TRAFFIC SIGNAL

STREET LIGHT

UTILITY POLE

GUY ANCHOR

CATCH BASIN
TREE

TREE CLUSTER

TREE TO BE REMOVED

EXISTING FEATURE OR UTILITY TO BE REMOVED

PROPERTY LINE

BUILDING SETBACK

EASEMENT

CENTERLINE

GRADE BREAK

FLOW LINE
FENCE

TREE PROTECTION FENCE

SANITARY SEWER

STORM DRAIN
WATER

OVERHEAD UTILITY LINE

UNDERGROUND UTILITY LINE

UNDERGROUND ELECTRIC LINE

UNDERGROUND GAS LINE

UNDERGROUND TELECOM LINE

DEMOLITION

ASPHALT PLUG

ASPHALT NEW ROADWAY SECTION
ASPHALT GRIND & OVERLAY (2-INCH)
ASPHALT GRIND & OVERLAY (3-INCH) WITH PAVING GRID

ASPHALT CONFORM GRIND

ASPHALT DIG-OUT

ASPHALT CONCRETE (TYPICAL SECTIONS ONLY)

AGGREGATE BASE (TYPICAL SECTIONS ONLY)

CONCRETE

VEHICULAR CONCRETE

DETECTABLE WARNING

VALLEY GUTTER

BIORETENTION AREA

INVERT AT CLEANOUT

KEYNOTE

DETAIL IDENTIFICATION

SHEET WHERE DETAIL IS SHOWN

CROSS SECTION IDENTIFICATION

SHEET WHERE CROSS SECTION IS SHOWN
SYMBOLS & LEGEND ± MORE OR LESS

AB AGGREGATE BASE

AC ASPHALT CONCRETE

APN ASSESSOR'S PARCEL NUMBER

BLDG BUILDING

BLRD BOLLARD

BM BENCHMARK

CB CATCH BASIN

CL CENTERLINE
CL2 CLASS II

CO CLEAN OUT

CONC CONCRETE

DI DROP INLET

DW DRIVEWAY

DYL DOUBLE YELLOW LINE

E ELECTRIC

EG EXISTING GROUND

ELEV ELEVATION

EP EDGE OF PAVEMENT

ESMT EASEMENT

EX EXISTING

FG FINISHED GRADE

FH FIRE HYDRANT

FL SURFACE FLOWLINE

FT FOOT G GAS

GB GRADE BREAK

GI GRATE INLET

HDRL HANDRAIL

INV BOTTOM INSIDE OF PIPE

IRR IRRIGATION L LENGTH

LT LEFT

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

NWPR NORTHWEST PACIFIC RAILROAD

OVH OVERHEAD UTILITY LINE

PG&E PACIFIC GAS & ELECTRIC

PL PROPERTY LINE

PUE PUBLIC UTILITY EASEMENT R RADIUS

RT RIGHT

RTWL RETAINING WALL

R/W RIGHT OF WAY
S= SLOPE

SD STORM DRAIN

SDCO STORM DRAIN CLEAN OUT

SDMH STORM DRAIN MANHOLE

SL STREET LIGHT

SS SANITARY SEWER

SSCO SANITARY SEWER CLEAN OUT

SSMH SANITARY SEWER MANHOLE

STA STATION

STD STANDARD

TB TOP OF BOX

TC TOP FACE OF CURB

TEL TELECOMMUNICATION LINE

TF TRANSFORMER

TG TOP OF GRATE

TS TRAFFIC SIGNAL

TV TELEVISION

TW TOP OF WALL

TYP TYPICAL

UB UTILITY BOX

VLT VAULT W WATER

WL WHITE LINE

WM WATER METER

ABBREVIATIONS

GRADING NOTES

PERFORM GRADING UNDER THE OBSERVATION OF THE GEOTECHNICAL ENGINEER AND IN

ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT PREPARED BY LACO ASSOCIATES, DATED JULY 1, 2022.

UTILITY NOTES

PROVIDE UTILITY TRENCH BACKFILL AND REPAVE TRENCHED AREAS IN ACCORDANCE WITH THE RECOMMENDATIONS OF SECTIONS 6.3 AND 6.4 OF THE GEOTECHNICAL REPORT.

UTILITY TRENCH BACKFILL MATERIAL SHALL CONFORM TO THE LATEST LOCAL CITY, COUNTY AND/OR STATE STANDARDS. UTILITY TRENCH BACKFILL MATERIAL SHALL BE OBSERVED AND TESTED BY THE GEOTECHNICAL ENGINEER PRIOR TO USE. BACKFILL SHOULD BE PLACED IN LIFTS NO THICKER THAN 8-INCHES OF LOOSE THICKNESS, MOISTURE CONDITIONED TO WITHIN 2-PERCENT OF OPTIMUM MOISTURE CONTENT, AND COMPACTED TO AT LEAST 90-PERCENT RELATIVE COMPACTION. THE UPPER 6-INCHES OF SOIL SUBGRADE SHOULD BE COMPACTED TO AT LEAST 95-PERCENT RELATIVE COMPACTION AND BE FIRM AND UNYIELDING.

UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROVIDE REINFORCED CONCRETE PIPE (RCP) WHERE ANNOTATED AS STORM DRAIN (SD) ON THE CONSTRUCTION DRAWINGS.

MAPPING NOTES

TOPOGRAPHIC INFORMATION SHOWN HEREON WAS OBTAINED FROM A FIELD SURVEY CONDUCTED BY BKF ENGINEERS IN APRIL 2022 AND SUPPLEMENTED WITH AVAILABLE INFORMATION.

BASIS OF BEARING: BEARINGS ARE BASED UPON THE NORTH AMERICAN DATUM OF 1983 (NAD 83) (2011), EPOCH 2017.50, AS PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER, CALIFORNIA STATE PLAN COORDINATE SYSTEM, ZONE 2. DISTANCES ARE GROUND BASED. MULTIPLY BY A COMBINED SCALE FACTOR OF 0.9998908456 TO OBTAIN GRID DISTANCES.

BENCHMARK: MAG NAIL WITH WASHER ON SIDEWALK, LOCATION SHOWN HEREON (SHEET 6), ELEVATION 630.64'. ELEVATIONS ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) ESTABLISHED BY EPOCH 2017.50 ELLIPSOID HEIGHTS AS PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER AND NGS GEOID 18.

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 8:38am 212351_IMPR.dwg PERKINS STREET PAVEMENT REHABILITATION AND ROADWAY WIDENING GENERAL NOTES 5 10/20/2023

EAST PERKINS ST NORTH ORCHARD AVE SOUTH ORCHARD AVE US HWY 101 POMEROY ST

EAST PERKINS ST HOSPITAL DR LESLIE ST WARREN DR

EAST PERKINS ST NORTH MAIN ST SOUTH MAIN ST MASON ST
COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 8:38am 212351_IMPR.dwg PERKINS STREET PAVEMENT REHABILITATION AND ROADWAY WIDENING HORIZONTAL CONTROL PLAN 6 MATCHLINE - SEE MIDDLE LEFT MATCHLINE - SEE BOTTOM LEFT MATCHLINE - SEE TOP RIGHT MATCHLINE - SEE MIDDLE RIGHT scale 1" = 30'
30 0 30
feet
60 10/20/2023

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 8:39am 212351_IMPR.dwg PERKINS STREET PAVEMENT REHABILITATION AND ROADWAY WIDENING TYPICAL ROADWAY SECTIONS 7 10/20/2023

NORTH MAIN ST

EAST PERKINS ST SOUTH MAIN ST

EAST PERKINS ST

EAST PERKINS ST MASON ST
EXISTING FEATURE OR UTILITY TO REMAIN. PROTECT IN PLACE.

KEYNOTES:

REMOVE EXISTING MATERIAL OR FEATURE TO FACILITATE THE PROPOSED

IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE EXISTING SIDEWALK, CURB AND GUTTER TO THE NEAREST CONTROL

JOINT TO FACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

SAWCUT AND CLEANLY REMOVE EXISTING MATERIAL, OR REMOVE EXISTING

MATERIAL TO THE NEAREST CONTROL JOINT WHERE APPLICABLE, TO

FACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE EXISTING UTILITY TO FACILITATE THE PROPOSED IMPROVEMENTS

AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE RAIL TO NEAREST JOINT, SALVAGE AND RETURN RAILS TO CITY OF UKIAH PUBLIC WORKS DEPARTMENT. CONTRACTOR TO COORDINATE RAIL REMOVAL AND RETURN WITH CITY.

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 8:40am 212351_IMPR.dwg PERKINS STREET PAVEMENT REHABILITATION AND ROADWAY WIDENING DEMOLITION PLAN 8 MATCHLINE - SEE BELOW MATCHLINE - SEE ABOVE MATCHLINE - SEE SHEET 9 10/20/2023

EAST PERKINS ST HOSPITAL DR

EAST PERKINS ST WARREN DR LESLIE ST

REMOVE EXISTING STRIPING BY SAND BLASTING OR AN EQUIVALENT

METHOD WHICH PERMANENTLY REMOVES THE STRIPING WITHOUT
JEOPARDIZING THE INTEGRITY OF THE EXISTING PAVEMENT.

EXISTING FEATURE OR UTILITY TO REMAIN. PROTECT IN PLACE.

KEYNOTES:

REMOVE EXISTING MATERIAL OR FEATURE TO FACILITATE THE PROPOSED

IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE EXISTING SIDEWALK, CURB AND GUTTER TO THE NEAREST CONTROL

JOINT TO FACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

SAWCUT AND CLEANLY REMOVE EXISTING MATERIAL, OR REMOVE EXISTING

MATERIAL TO THE NEAREST CONTROL JOINT WHERE APPLICABLE, TO

FACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE EXISTING UTILITY TO FACILITATE THE PROPOSED IMPROVEMENTS

AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 8:41am 212351_IMPR.dwg PERKINS STREET PAVEMENT REHABILITATION AND ROADWAY WIDENING DEMOLITION PLAN 9 MATCHLINE - SEE BELOW MATCHLINE - SEE SHEET 10 MATCHLINE - SEE ABOVE MATCHLINE - SEE SHEET 8 10/20/2023

EAST PERKINS ST
EAST PERKINS ST NORTH ORCHARD AVE SOUTH ORCHARD AVE POMEROY ST US HWY 101 EXISTING FEATURE OR UTILITY TO REMAIN. PROTECT IN PLACE.

KEYNOTES:

REMOVE EXISTING MATERIAL OR FEATURE TO FACILITATE THE PROPOSED

IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE EXISTING SIDEWALK, CURB AND GUTTER TO THE NEAREST CONTROL

JOINT TO FACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

SAWCUT AND CLEANLY REMOVE EXISTING MATERIAL, OR REMOVE EXISTING

MATERIAL TO THE NEAREST CONTROL JOINT WHERE APPLICABLE, TO

FACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE EXISTING UTILITY TO FACILITATE THE PROPOSED IMPROVEMENTS

AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 8:42am 212351_IMPR.dwg PERKINS STREET PAVEMENT REHABILITATION AND ROADWAY WIDENING DEMOLITION PLAN 10 MATCHLINE - SEE BELOW MATCHLINE - SEE ABOVE MATCHLINE - SEE SHEET 9 10/20/2023

NORTH MAIN ST

EAST PERKINS ST SOUTH MAIN ST

EAST PERKINS ST

EAST PERKINS ST MASON ST
KEYNOTES:

CONCRETE SIDEWALK, CURB AND GUTTER IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING 102. SIDEWALK SLOPE SHALL NOT EXCEED

1.5-PERCENT (1.5%).

CURB RAMP AND DETECTABLE WARNING SURFACE IN ACCORDANCE WITH SECTIONS 11B-406 AND 11B-705 OF THE 2022 CALIFORNIA BUILDING CODE.

DRIVEWAY APRON WITH CONTINUOUS SIDEWALK IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING 103. SIDEWALK SLOPE SHALL NOT EXCEED 1.5-PERCENT (1.5%).

CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICH

GENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOT IMPEDE DRAINAGE.

ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION.

PEDESTRIAN BARRICADE.

POTHOLE TO DETERMINE THE ACTUAL LOCATION, TYPE, SIZE, DEPTH AND

CONFIGURATION OF THE EXISTING UTILITY AND PROVIDE THIS INFORMATION IN WRITING TO THE ENGINEER PRIOR TO PERFORMING WORK IN THIS AREA.

VERIFY THE LOCATION(S) OF GAS FACILITIES IN THIS AREA AND COORDINATE

WITH THE OWNER OF THE UTILITY AND THE DRY UTILITY CONSULTANT TO

RELOCATE GAS FACILITIES AS REQUIRED TO FACILITATE THE PROPOSED IMPROVEMENTS.

REMOVE PORTIONS OF EXISTING STORM DRAIN PIPE TO FACILITATE THE PROPOSED IMPROVEMENTS AND CONNECT TO THE NEW STRUCTURE. FORM

AND FILL AREA BETWEEN PIPE AND STRUCTURE WITH CONCRETE IN A MANNER WHICH PROVIDES A PERMANENT WATER TIGHT SEAL.

CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES A PERMANENT WATER TIGHT SEAL.

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 8:43am 212351_IMPR.dwg PERKINS STREET PAVEMENT REHABILITATION AND ROADWAY WIDENING GRADING AND UTILITY PLAN 11 MATCHLINE - SEE BELOW MATCHLINE - SEE ABOVE MATCHLINE - SEE SHEET 12 10/20/2023

EAST PERKINS ST HOSPITAL DR

EAST PERKINS ST WARREN DR LESLIE ST
KEYNOTES:

MANNER WHICH PROVIDES A PERMANENT WATER TIGHT SEAL.

CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES A PERMANENT WATER TIGHT SEAL.

FIRE HYDRANT AND LATERAL ASSEMBLY IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING 305.

CONCRETE SIDEWALK, CURB AND GUTTER IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING 102. SIDEWALK SLOPE SHALL NOT EXCEED

1.5-PERCENT (1.5%).

CURB RAMP AND DETECTABLE WARNING SURFACE IN ACCORDANCE WITH SECTIONS 11B-406 AND 11B-705 OF THE 2022 CALIFORNIA BUILDING CODE.

CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICH

GENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOT IMPEDE DRAINAGE.

IN WRITING TO THE ENGINEER PRIOR TO PERFORMING WORK IN THIS AREA. ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION.

VERIFY THE LOCATION(S) OF GAS FACILITIES IN THIS AREA AND COORDINATE

WITH THE OWNER OF THE UTILITY AND THE DRY UTILITY CONSULTANT TO

RELOCATE GAS FACILITIES AS REQUIRED TO FACILITATE THE PROPOSED IMPROVEMENTS.

VALLEY GUTTER IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING 104.

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 8:46am 212351_IMPR.dwg PERKINS STREET PAVEMENT REHABILITATION AND ROADWAY WIDENING GRADING AND UTILITY PLAN 12 MATCHLINE - SEE BELOW MATCHLINE - SEE SHEET 13 MATCHLINE - SEE ABOVE MATCHLINE - SEE SHEET 11 10/20/2023

EAST PERKINS ST
EAST PERKINS ST NORTH ORCHARD AVE SOUTH ORCHARD AVE POMEROY ST US HWY 101 KEYNOTES:

CONCRETE SIDEWALK IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING 102.

CURB AND GUTTER IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING 102.

DETECTABLE WARNING SURFACE IN ACCORDANCE WITH SECTION 11B-705 OF THE 2022 CALIFORNIA BUILDING CODE.

REMOVE PORTIONS OF EXISTING STORM DRAIN STRUCTURE TO FACILITATE

THE PROPOSED IMPROVEMENTS AND CONNECT TO THE EXISTING
STRUCTURE. FORM AND FILL AREA BETWEEN PIPE AND STRUCTURE WITH

CONCRETE IN A MANNER WHICH PROVIDES A PERMANENT WATER TIGHT SEAL.
'BASIC' STYLE CROSSWALK (2018 CALTRANS STANDARD PLAN A24F).

CONCRETE SIDEWALK, CURB AND GUTTER IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING 102. SIDEWALK SLOPE SHALL NOT EXCEED

1.5-PERCENT (1.5%).

CURB RAMP AND DETECTABLE WARNING SURFACE IN ACCORDANCE WITH SECTIONS 11B-406 AND 11B-705 OF THE 2022 CALIFORNIA BUILDING CODE.

DRIVEWAY APRON WITH CONTINUOUS SIDEWALK IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING 103. SIDEWALK SLOPE SHALL NOT EXCEED 1.5-PERCENT (1.5%).

CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICH

GENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOT IMPEDE DRAINAGE.

POTHOLE ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION. TO DETERMINE THE ACTUAL LOCATION, TYPE, SIZE, DEPTH AND

CONFIGURATION OF THE EXISTING UTILITY AND PROVIDE THIS INFORMATION IN WRITING TO THE ENGINEER PRIOR TO PERFORMING WORK IN THIS AREA.

VERIFY THE LOCATION(S) OF GAS FACILITIES IN THIS AREA AND COORDINATE

WITH THE OWNER OF THE UTILITY AND THE DRY UTILITY CONSULTANT TO

RELOCATE GAS FACILITIES AS REQUIRED TO FACILITATE THE PROPOSED IMPROVEMENTS.

REMOVE PORTIONS OF EXISTING STORM DRAIN PIPE TO FACILITATE THE PROPOSED IMPROVEMENTS AND CONNECT TO THE NEW STRUCTURE. FORM

AND FILL AREA BETWEEN PIPE AND STRUCTURE WITH CONCRETE IN A MANNER WHICH PROVIDES A PERMANENT WATER TIGHT SEAL.

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 8:48am 212351_IMPR.dwg PERKINS STREET PAVEMENT REHABILITATION AND ROADWAY WIDENING GRADING AND UTILITY PLAN 13 MATCHLINE - SEE BELOW MATCHLINE - SEE ABOVE MATCHLINE - SEE SHEET 12 10/20/2023

NORTH MAIN ST

EAST PERKINS ST SOUTH MAIN ST

EAST PERKINS ST

EAST PERKINS ST MASON ST
KEYNOTES:

ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION.

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 8:49am 212351_IMPR.dwg PERKINS STREET PAVEMENT REHABILITATION AND ROADWAY WIDENING PAVING PLAN 14 MATCHLINE - SEE BELOW MATCHLINE - SEE ABOVE MATCHLINE - SEE SHEET 15 10/20/2023

EAST PERKINS ST HOSPITAL DR

EAST PERKINS ST WARREN DR LESLIE ST
KEYNOTES:

ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION.

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 8:49am 212351_IMPR.dwg PERKINS STREET PAVEMENT REHABILITATION AND ROADWAY WIDENING PAVING PLAN 15 MATCHLINE - SEE BELOW MATCHLINE - SEE SHEET 16 MATCHLINE - SEE ABOVE MATCHLINE - SEE SHEET 14 10/20/2023

EAST PERKINS ST
EAST PERKINS ST NORTH ORCHARD AVE SOUTH ORCHARD AVE POMEROY ST US HWY 101 KEYNOTES:

ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION.

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 8:50am 212351_IMPR.dwg PERKINS STREET PAVEMENT REHABILITATION AND ROADWAY WIDENING PAVING PLAN 16 MATCHLINE - SEE BELOW MATCHLINE - SEE ABOVE MATCHLINE - SEE SHEET 15 10/20/2023

NORTH MAIN ST

EAST PERKINS ST SOUTH MAIN ST

EAST PERKINS ST

EAST PERKINS ST MASON ST
KEYNOTES:
'BASIC' STYLE CROSSWALK (2018 CALTRANS STANDARD PLAN A24F). 'CONTINENTAL' STYLE CROSSWALK (2018 CALTRANS STANDARD PLAN A24F). 'STOP' LEGEND (2018 CALTRANS STANDARD PLAN A24D).

SOLID LANELINE (CALTRANS STANDARD DETAIL 38/38A).

DASHED LANELINE (CALTRANS STANDARD DETAIL 8).

DOUBLE YELLOW CENTERLINE (CALTRANS STANDARD DETAIL 21). 'SHARK TEETH' PAVEMENT MARKINGS (2018 CALTRANS STANDARD PLAN 24E).

MEDIAN STRIPING IN ACCORDANCE WITH FIGURE 3B-15 OF THE 2014 CALIFORNIA MUTCD.

RELOCATE EXISTING STREET SIGN. SOLID-DASHED YELLOW CENTERLINE (CALTRANS STANDARD DETAIL 32).

BLUE RETROREFLECTIVE FIRE HYDRANT PAVEMENT MARKER. MATCHLINE - SEE BELOW COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 8:51am 212351_IMPR.dwg PERKINS STREET PAVEMENT REHABILITATION AND ROADWAY WIDENING STRIPING AND SIGNAGE PLAN 17 MATCHLINE - SEE ABOVE MATCHLINE - SEE SHEET 18 10/20/2023

EAST PERKINS ST HOSPITAL DR

EAST PERKINS ST WARREN DR LESLIE ST
KEYNOTES:
'BASIC' STYLE CROSSWALK (2018 CALTRANS STANDARD PLAN A24F). 'CONTINENTAL' STYLE CROSSWALK (2018 CALTRANS STANDARD PLAN A24F). 'STOP' LEGEND (2018 CALTRANS STANDARD PLAN A24D). SOLID LANELINE (CALTRANS STANDARD DETAIL 38/38A).

DASHED LANELINE (CALTRANS STANDARD DETAIL 8).

DOUBLE YELLOW CENTERLINE (CALTRANS STANDARD DETAIL 21). SIGN IN PLACE WHILE CONDUCTING IMPROVEMENTS IN THIS AREA.

BLUE RETROREFLECTIVE FIRE HYDRANT PAVEMENT MARKER.

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 8:52am 212351_IMPR.dwg PERKINS STREET PAVEMENT REHABILITATION AND ROADWAY WIDENING STRIPING AND SIGNAGE PLAN 18 MATCHLINE - SEE BELOW MATCHLINE - SEE SHEET 19 MATCHLINE - SEE ABOVE MATCHLINE - SEE SHEET 17 10/20/2023

EAST PERKINS ST
EAST PERKINS ST NORTH ORCHARD AVE SOUTH ORCHARD AVE POMEROY ST US HWY 101 KEYNOTES:
'BASIC' STYLE CROSSWALK (2018 CALTRANS STANDARD PLAN A24F). 'CONTINENTAL' STYLE CROSSWALK (2018 CALTRANS STANDARD PLAN A24F). 'STOP' LEGEND (2018 CALTRANS STANDARD PLAN A24D).

SOLID LANELINE (CALTRANS STANDARD DETAIL 38/38A).

DASHED LANELINE (CALTRANS STANDARD DETAIL 8).

DOUBLE YELLOW CENTERLINE (CALTRANS STANDARD DETAIL 21).

SOLID-DASHED YELLOW CENTERLINE (CALTRANS STANDARD DETAIL 32).

TYPE I 10-FOOT ARROW (2018 CALTRANS STANDARD PLAN A24A).

TYPE IV ARROW (2018 CALTRANS STANDARD PLAN A24A).

TYPE VII ARROW (2018 CALTRANS STANDARD PLAN A24A).

RELOCATE EXISTING STREET SIGN.

STREET LIGHT AND PULL BOX RELOCATION. REFER TO THE TRANSPORTATION DRAWINGS.

TRAFFIC SIGNAL, PUSH BUTTON, AND/OR PULL BOX. REFER TO THE TRANSPORTATION DRAWINGS.

COORDINATE WITH THE OWNER OF THIS SIGN TO HAVE THEM HOLD THE SIGN IN PLACE WHILE CONDUCTING IMPROVEMENTS IN THIS AREA.

BLUE RETROREFLECTIVE FIRE HYDRANT PAVEMENT MARKER.

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 8:53am 212351_IMPR.dwg PERKINS STREET PAVEMENT REHABILITATION AND ROADWAY WIDENING STRIPING AND SIGNAGE PLAN 19 MATCHLINE - SEE BELOW MATCHLINE - SEE ABOVE MATCHLINE - SEE SHEET 18 10/20/2023

NORTH MAIN ST

EAST PERKINS ST SOUTH MAIN ST

EAST PERKINS ST

EAST PERKINS ST MASON ST
COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 8:53am 212351_IMPR.dwg PERKINS STREET PAVEMENT REHABILITATION AND ROADWAY WIDENING EROSION AND SEDIMENT CONTROL PLAN 20 MATCHLINE - SEE BELOW MATCHLINE - SEE ABOVE MATCHLINE - SEE SHEET 21 10/20/2023

EAST PERKINS ST HOSPITAL DR

EAST PERKINS ST WARREN DR LESLIE ST
COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 8:54am 212351_IMPR.dwg PERKINS STREET PAVEMENT REHABILITATION AND ROADWAY WIDENING EROSION AND SEDIMENT CONTROL PLAN 21 MATCHLINE - SEE BELOW MATCHLINE - SEE SHEET 22 MATCHLINE - SEE ABOVE MATCHLINE - SEE SHEET 20 10/20/2023

EAST PERKINS ST
EAST PERKINS ST NORTH ORCHARD AVE SOUTH ORCHARD AVE POMEROY ST US HWY 101 COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 8:55am 212351_IMPR.dwg PERKINS STREET PAVEMENT REHABILITATION AND ROADWAY WIDENING EROSION AND SEDIMENT CONTROL PLAN 22 MATCHLINE - SEE BELOW MATCHLINE - SEE ABOVE MATCHLINE - SEE SHEET 21 10/20/2023

MASON ST

EAST PERKINS ST

EAST PERKINS ST LESLIE ST

EAST PERKINS ST

EAST PERKINS ST LESLIE ST

EAST PERKINS ST MASON ST CURB RAMP GRADING DETAILS
COPYRIGHT © BKF ENGINEERS 2023 23 143 URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 8:56am 212351_IMPR.dwg PERKINS STREET PAVEMENT REHABILITATION AND ROADWAY WIDENING CR1 CURB RAMP ONE - CR2 CURB RAMP TWO - CR3 CURB RAMP THREE - CR4 CURB RAMP FOUR - CR5 CURB RAMP FIVE - CR6 CURB RAMP SIX - 10/20/2023

E PERKINS ST

S ORCHARD AVE

EAST PERKINS ST

EAST PERKINS ST S ORCHARD AVE

EAST PERKINS ST POMEROY STS ORCHARD AVE

EAST PERKINS ST

S ORCHARD AVE

EAST PERKINS ST CURB RAMP GRADING DETAILS
COPYRIGHT © BKF ENGINEERS 2023 24 143 URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 8:57am 212351_IMPR.dwg PERKINS STREET PAVEMENT REHABILITATION AND ROADWAY WIDENING CR7 CURB RAMP SEVEN - CR8 CURB RAMP EIGHT - CR9 CURB RAMP NINE - CR10 CURB RAMP TEN - CR11 CURB RAMP ELEVEN - CR12 CURB RAMP TWELVE - 10/20/2023

PERKINS STREET SIDE STREET
COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 9:03am 212351_IMPR.dwg PERKINS STREET PAVEMENT REHABILITATION AND ROADWAY WIDENING CONSTRUCTION DETAILS 25 10/20/2023

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 8:59am 212351_IMPR.dwg PERKINS STREET PAVEMENT REHABILITATION AND ROADWAY WIDENING CITY OF UKIAH AND COUNTY OF MENDOCINO STANDARD DETAILS 26 10/20/2023

PERKINS ST

ORCHARD
AVE

DEMO PLAN
REMOVAL LIST:

RELOCATION LIST:

CONSTRUCTION NOTES (THIS SHEET ONLY)

GENERAL NOTES (THIS SHEET ONLY)
143

URBAN CORE REHABILITATION

PERKINS STREET, GOBBI STREET, AND MAIN STREET

CITY OF UKIAH, CALIFORNIA
(707) 542-9500
W-Trans
490 Mendocino Ave, Suite 201
Santa Rosa, CA 95401 EAST PERKINS ST/ORCHARD AVE

TRAFFIC SIGNAL MODIFICATION
E1.0
27 DETAIL A

CONDUCTOR TABLE

AWG CIRCUIT
RUNS
NO. 14
NO. 10
NO. 6

POLE AND EQUIPMENT SCHEDULE
143

URBAN CORE REHABILITATION

PERKINS STREET, GOBBI STREET, AND MAIN STREET

CITY OF UKIAH, CALIFORNIA
(707) 542-9500
W-Trans
490 Mendocino Ave, Suite 201
Santa Rosa, CA 95401 EAST PERKINS ST/ORCHARD AVE

TRAFFIC SIGNAL SCHEDULES
E1.1
28

E PERKINS ST

ORCHARD AVE WARREN DR

PROJECT NOTES (THIS SHEET ONLY)
143

URBAN CORE REHABILITATION

PERKINS STREET, GOBBI STREET, AND MAIN STREET

CITY OF UKIAH, CALIFORNIA
(707) 542-9500
W-Trans
490 Mendocino Ave, Suite 201
Santa Rosa, CA 95401 EAST PERKINS STREET

STREET LIGHTING PLAN
E1.2
29

SOUTH ORCHARD AVE

NORTH ORCHARD AVE

POMEROY ST
HWY
101
11 / 30 / 24
Renewal Date Date Signature
P.L.A. 5094

L ICENSED

LANDSCAPE ARCHITECT
STAT E

OF CA L I FORN I A
R i c
J . He nd r i c k s INTEGRA IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. © 2021. ALL RIGHTS RESEVERED 1 5 0 6 4 T H . S T R E E T S A N T A R O S A , C A L I F O R N I A 9 5 4 0 4 7 0 7 . 8 5 2 . 0 5 0 0 WWW.INTEGRAPLA.COM 10 / 06 / 2023
143 URBAN CORE REHABILITATION PERKINS STREET, GOBBI STREET, AND MAIN STREET CITY OF UKIAH, CALIFORNIA 1 inch = ft
( IN FEET )

GRAPHIC SCALE
0 20 40
20 SITE PLAN
L1.0
30 SOUTH ORCHARD AVENUE
(E) BUILDING NORTH ORCHARD AVENUE

EAST PERKINS STREET
(E) SIDEWALK MATCHLINE, SEE L-1.1

POMEROY STREET LIMIT OF WORK
(N) ADA RAMPS &

STRIPING, SEE CIVIL
DRAWINGS, TYP.
(N) SIDEWALKS &

DRIVEWAY APRONS, SEE
CIVIL DRAWINGS, TYP.
(E) PLANTING &

IRRIGATION TO BE FIELD
ADJUSTED, TYP.
(E) IRRIGATION TO BE
FIELD ADJUSTED, TYP.

1. REFER TO CIVIL DRAWINGS FOR
ADDITIONAL INFORMATION.

NOTES

CONSTRUCTION LEGEND
pa
(E) SIDEWALK
pa
pa
pa
pa
(E) IRRIGATION TO BE
FIELD ADJUSTED, TYP.
(E) TREES TO REMAIN AND
PROTECTED IN PLACE, TYP.
(E) TREES TO REMAIN AND
PROTECTED IN PLACE, TYP.
(N) BIO-RETENTION

FACILITIES, SEE CIVIL
DRAWINGS, TYP.
(E) EXISTING

PA NEW PLANTING AREA
TYP. TYPICAL
20' MIN. SIGHT DISTANCE
TRIANGLE, TYP.
20' MIN. SIGHT DISTANCE
TRIANGLE, TYP.

HOSPITAL DR LESLIE ST WARREN DR
11 / 30 / 24
Renewal Date Date Signature
P.L.A. 5094 L ICENSED LANDSCAPE ARCHITECT STAT E OF CA L I FORN I AR i c J . He nd r i c k s INTEGRA IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. © 2021. ALL RIGHTS RESEVERED 1 5 0 6 4 T H . S T R E E T S A N T A R O S A , C A L I F O R N I A 9 5 4 0 4 7 0 7 . 8 5 2 . 0 5 0 0 WWW.INTEGRAPLA.COM 10 / 06 / 2023
143 URBAN CORE REHABILITATION PERKINS STREET, GOBBI STREET, AND MAIN STREET CITY OF UKIAH, CALIFORNIA 1 inch = ft
( IN FEET )
GRAPHIC SCALE 0 20 40
20 SITE PLAN
L1.1
31 HOSPITAL DRIVE
(E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK WARREN DRIVE
(E) BUILDING
(E) SIDEWALK

EAST PERKINS STREET
EAST PERKINS STREET MATCHLINE, SEE ABOVE MATCHLINE, SEE BELOW MATCHLINE, SEE L-1.0 MATCHLINE, SEE SHEET L-1.3 (E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK
(E) SIDEWALK
(E) SIDEWALK
(N) ADA RAMPS &

STRIPING, SEE CIVIL
DRAWINGS, TYP.
(N) SIDEWALKS &

DRIVEWAY APRONS, SEE
CIVIL DRAWINGS, TYP.
(E) PLANTING &

IRRIGATION TO BE FIELD
ADJUSTED, TYP.
(N) ADA RAMPS &

STRIPING, SEE CIVIL
DRAWINGS, TYP.
(N) ADA RAMPS &

STRIPING, SEE CIVIL
DRAWINGS, TYP. LESLIE STREET

1. REFER TO CIVIL DRAWINGS FOR
ADDITIONAL INFORMATION.

NOTES
pa
pa
(N) BIO-RETENTION

FACILITIES, SEE CIVIL
DRAWINGS, TYP.

NORTH MAIN ST SOUTH MAIN ST

E PERKINS ST MASON ST
11 / 30 / 24
Renewal Date Date Signature
P.L.A. 5094 L ICENSED LANDSCAPE ARCHITECT STAT E OF CA L I FORN I AR i c J . He nd r i c k s INTEGRA IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. © 2021. ALL RIGHTS RESEVERED 1 5 0 6 4 T H . S T R E E T S A N T A R O S A , C A L I F O R N I A 9 5 4 0 4 7 0 7 . 8 5 2 . 0 5 0 0 WWW.INTEGRAPLA.COM 10 / 06 / 2023
143 URBAN CORE REHABILITATION PERKINS STREET, GOBBI STREET, AND MAIN STREET CITY OF UKIAH, CALIFORNIA 1 inch = ft
( IN FEET )
GRAPHIC SCALE 0 20 40
20 SITE PLAN
L1.2
32 SOUTH MAIN STREET NORTH MAIN STREET

EAST PERKINS STREET
(E) BUILDING
(E) SIDEWALK
(E) SIDEWALK MATCHLINE, SEE ABOVE LIMIT OF WORK
(E) BUILDING
(E) SIDEWALK
(E) SIDEWALK

EAST PERKINS STREET

MASON STREET
(E) BUILDING
(E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK
(E) CONCRETE
HEADWALL MATCHLINE, SEE BELOW MATCHLINE, SEE L-1.1
(N) ADA RAMPS &

STRIPING, SEE CIVIL
DRAWINGS, TYP.

1. REFER TO CIVIL DRAWINGS FOR
ADDITIONAL INFORMATION.

NOTES
(N) SIDEWALKS &

DRIVEWAY APRONS, SEE
CIVIL DRAWINGS, TYP.
(N) SIDEWALKS, SEE
CIVIL DRAWINGS, TYP.

SOUTH ORCHARD AVE NORTH ORCHARD AVE POMEROY ST
HWY
B1 101
B2
11 / 30 / 24
Renewal Date Date Signature
P.L.A. 5094 L ICENSED LANDSCAPE ARCHITECT STAT E OF CA L I FORN I AR i c J . He nd r i c k s INTEGRA IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. © 2021. ALL RIGHTS RESEVERED 1 5 0 6 4 T H . S T R E E T S A N T A R O S A , C A L I F O R N I A 9 5 4 0 4 7 0 7 . 8 5 2 . 0 5 0 0 WWW.INTEGRAPLA.COM 10 / 06 / 2023
143 URBAN CORE REHABILITATION PERKINS STREET, GOBBI STREET, AND MAIN STREET CITY OF UKIAH, CALIFORNIA IRRIGATION PLAN L2.0
33 MATCHLINE, SEE L2.1
1 inch = ft
( IN FEET )
GRAPHIC SCALE 0 20 40
20 IRRIGATION NOTES

1. LANDSCAPE CONTRACTOR (C-27 LICENSE) SHALL BID AND INSTALL IRRIGATION PER THESE PLANS AND

SPECIFICATIONS, UNLESS GIVEN FURTHER WRITTEN INSTRUCTIONS, OR REVISED PLANS PER OWNER OR LANDSCAPE ARCHITECT. WORK INCLUDES, BUT IS NOT LIMITED TO ALL LABOR, COVERED LIABILITY

INSURANCE, WORKMAN'S COMPENSATIONS, EQUIPMENT AND MATERIALS NECESSARY TO FURNISH, INSTALL AND TEST IRRIGATION SYSTEM, AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN.

2. COORDINATE A MINIMUM OF (2) FIELD OBSERVATIONS WITH LANDSCAPE ARCHITECT AND CALL TO PROVIDE 48 HOUR NOTICE:

A. VERIFY FLAGGED HEAD AND CHALKED MAINLINE LAYOUT PRIOR TO TRENCHING OPERATIONS.

ADJUST LAYOUT AS DIRECTED BY LANDSCAPE ARCHITECT.

B. OBSERVE COMPLETE PLUMBING SYSTEM AND PRESSURE TEST ALL MAINLINE & LATERALS PRIOR TO ANY BACKFILLING OPERATIONS.

3. CONTRACTOR SHALL PROVIDE SUBMITTALS/CUT SHEETS TO LANDSCAPE ARCHITECT OF ALL IRRIGATION

MATERIALS INCLUDING, BUT NOT LIMITED TO CONTROLLER, CONTROL WIRE, MAIN LINE PVC, VALVES, PRESSURE REDUCER, ETC. CONTRACTOR SHALL FURNISH TO OWNER KEYS TO CONTROLLER, QUICK COUPLER AND ANY SPECIAL TOOLS REQUIRED FOR MAINTENANCE OF ALL IRRIGATION COMPONENTS.

4. MANUFACTURERS DIRECTIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE

MANUFACTURERS OF COMPONENTS, USED IN THIS CONTRACT, COVER POINTS NOT SHOWN ON DRAWINGS AND SPECIFICATIONS.

A. CONTRACTOR SHALL KEEP DETAILED REDLINE PLAN RECORDING INSTALLATION OF IRRIGATION SYSTEM AS IT PROGRESSES. RECORD PLAN SHALL BE DRAFTED ONTO DRAWINGS PROVIDED BY

LANDSCAPE ARCHITECT, INTO AS-BUILT DRAWINGS SHOWING LOCATIONS OF POINT OF CONNECTION, LATERALS, MAIN LINES, QUICK COUPLERS, VALVES, HEADS, WIRING, ETC., FOR APPROVAL BY LANDSCAPE ARCHITECT. FOLLOWING APPROVAL, AS-BUILTS SHALL BE REDUCED TO 11X17 SIZE, COLOR CODED BY STATION, AND LAMINATED IN 6 MIL. PLASTIC. 3 REQUIRED FOR EACH CONTROLLER.

B. THREE LAMINATED DETAILED IRRIGATION SCHEDULES SHOWING STATION PROGRAMMING AND RUN TIMES SHALL BE PROVIDED FOR EACH CONTROLLER AND APPROVED BY LANDSCAPE ARCHITECT; ONE WARM SEASON, ONE COOL SEASON AND ONE FOR ESTABLISHMENT PERIOD. EACH SCHEDULE SHALL BE ACCOMPANIED BY REDUCED "AS-BUILT" PLAN PERMANENTLY MOUNTED IN OR NEAR CONTROLLER.

THESE SHALL BE SUBMITTED PRIOR TO ACCEPTANCE TO WORK AND AS A CONDITION OF COMMENCEMENT OF MAINTENANCE PERIOD.

5. ALL IRRIGATION EQUIPMENT TO BE INSTALLED PER COUNTY OF MENDOCINO AND STATE OF CALIFORNIA STANDARDS. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ANY AND ALL PERMITS AND INSPECTIONS AS REQUIRED. THE MATERIAL AND WORK SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF THE LATEST ADDITIONS OF THE UNIFORM PLUMBING CODE AND THE NATIONAL ELECTRIC CODE. CONTRACTOR SHALL

FAMILIARIZE HIMSELF/HERSELF WITH ALL STATE AND LOCAL LAWS, CODES, ORDINANCES, RESTRICTIONS BEFORE BEGINNING INSTALLATION.

6. CONTRACTOR SHALL VERIFY GALLONS PER MINUTE (G.P.M.) AT POINT OF CONNECTION DOWNSTREAM OF BACKFLOW DEVICE TO BE A MINIMUM OF 60 G.P.M. AND 30 P.S.I. CONTRACTOR SHALL NOTIFY LANDSCAPE

ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK, FAILURE TO DO SO WILL MAKE THE CONTRACTOR LIABLE FOR ALL NECESSARY CHANGES.

7. TEST ALL PRESSURE LINES PRIOR TO BACK FILLING, UNDER STATIC PRESSURE OF 150 PSI FOR A PERIOD OF 2 HOURS. IF LEAKS DEVELOP, REPAIR SYSTEM AND REPEAT TEST UNTIL PRESSURE IS HELD.

8. ALL 120V. ELECTRIC POWER SUPPLY FOR IRRIGATION CONTROLLER SHALL BE PROVIDED AND CONNECTED TO CONTROLLER BY A LICENSED ELECTRICIAN. LANDSCAPE CONTRACTOR SHALL MAKE HARDWIRE CONNECTION FOR ALL CONTROL WIRES. CONTRACTOR SHALL INSTALL CONTROL WIRES THAT:

A. CONNECTIONS BETWEEN THE CONTROLLER AND THE REMOTE CONTROL VALVES SHALL BE MADE CONTINUOUS (NO SPLICES) WITH DIRECT BURIAL COPPER WIRE 14 GA. AWG U.F. 600 VOLT. TAPE WIRES TO THE MAINLINE AT 10 FOOT INTERVALS, EXCEPT WHERE INDEPENDENTLY SLEEVED UNDER PAVING.

B. PROVIDE THREE CONTINUOUS LOOP WIRES FROM THE CONTROLLER TO EACH VALVE WITH 9' LOOP, LABEL IN VALVE BOX. PROVIDE SEPARATE COLOR WIRES FOR CONTROL, COMMON AND EXTRA LOOP WIRES. CONTROL SHALL BE RED, COMMON SHALL BE WHITE AND EXTRAS SHALL BE BLACK/YELLOW.

C. AN EXPANSION CURL SHALL BE PROVIDED WITHIN (3) FEET OF EACH WIRE CONNECTION IN VALVE BOX. EXPANSION CURLS SHALL BE 18 INCHES IN LENGTH AT EACH SPLICE CONNECTION AND AT

EACH CONTROL VALVE, SO THAT IN CASE OF REPAIR THE VALVE BONNET CAN BE BROUGHT TO THE SURFACE WITHOUT DISCONNECTION OF THE CONTROL WIRES.

D. ALL SPLICES SHALL BE MADE WATERPROOF WITH RAINBIRD SNAP-TIE WIRE CONNECTIONS OR APPROVED EQUAL.

9. THESE DRAWINGS INCLUDE A DIAGRAMMATIC DISPLAY THAT SHOWS:

A. BEFORE PROCEEDING WITH ANY WORK, CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND QUANTITIES; CONTACT AND INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL CONDITION IMMEDIATELY.

B. LAYOUT OF PIPING, VALVES, AND HEADS IS DIAGRAMMATIC. THERE MAY BE FIELD ADJUSTED FOR EASE OF INSTALLATION, COMMON TRENCHING, AND OPTIMUM COVERAGE. OBTAIN WRITTEN APPROVAL FOR CHANGES PRIOR TO CONSTRUCTION.

C. DRIP SYMBOL IS SCHEMATIC, VERIFY PLANT QUALITIES FOR EXACT NUMBER OF EMITTERS AND LENGTH OF PIPE. ALL OFFSET, FITTINGS, SLEEVES, ETC. ARE NOT INDICATED DUE TO SCALE OF DRAWINGS, AND ARE TO BE FURNISHED AS REQUIRED.

D. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR WORK INSTALLED IN AREA WHERE WORK HAS BEEN MODIFIED WITHOUT WRITTEN APPROVAL.

E. PIPE SIZES ON PLANS ARE MINIMUM ALLOWABLE.

10. FINAL LOCATION OF BACKFLOW PREVENTION DEVICE SHALL BE APPROVED BY LANDSCAPE ARCHITECT.

11. THE DRIP PORTION OF THE SYSTEM SHALL BE AUTOMATICALLY OPERATED AND CAPABLE OF OPERATING THE SYSTEM FROM 1/2 HOUR TO SEVERAL HOURS PER DAY AND PER SETTING, AND HAVE AN AUTOMATIC RAIN SHUTOFF UNIT. THE SYSTEM SHALL MEET THE FOLLOWING BASIC PARAMETERS:

A. FROM THE VALVE ASSEMBLY, A 3/4 INCH SCH 40 PVC PIPE SHALL BE BROUGHT TO A 3/4 INCH PVC TEE. ALL STATIONS SHOULD BE CENTER-LOADED WHEREVER POSSIBLE, AND AT NO TIME SHALL THE WATER FLOW IN ANY PIPE EXCEED A SPEED OF 5 FEET PER SECOND.

B. A 5/8" A/R PVC HOSE SHALL EXTEND FROM EACH SIDE OF THE PVC TEE. THE FLOW IN EACH OF THESE 5/8" LINES SHALL NOT EXCEED 180 GALLONS PER HOUR. A TORO NGE PC EMITTER (OR APPROVED EQUAL) SHALL BE INSTALLED INTO THIS HOSE PER THESE QUANTITIES: TWO 1/2 GALLON PER HOUR SINGLE OUTLET EMITTERS SHALL BE PLACED AT THE BASE OF EACH 1 GALLON CONTAINER, TWO 1 GALLON PER HOUR EMITTERS SHALL BE PLACED AT THE BASE OF EACH 5 GALLON CONTAINER. CAP ALL LINE ENDS WITH A BALL VALVE SO THEY MAY BE FLUSHED. USE A KB

INLINE CHECK VALVE WHERE REQUIRED FOR LOW-HEAD DRAINAGE WHERE ELEVATION DIFFERENTIAL BETWEEN HEADS MAY CAUSE RUN OFF.

C. THE SYSTEM SHALL BE DESIGNED ACCORDING TO TORO RECOMMENDATIONS AND FOR A WORKING PRESSURE OF 25 PSI.

12. AVOID CUTTING EXISTING ROOTS GREATER THAN 1" DIAMETER, TUNNEL UNDER ROOT WITHOUT DAMAGING CAMBIUM LAYER OF BARK. ALL TRENCHING WITHIN THE DRIPLINE OF EXISTING TREES SHALL BE DONE BY HAND, VERIFY PIPE ROUTE WITH LANDSCAPE ARCHITECT PRIOR TO TRENCHING.

13. USE SCH 40 PVC AT DRIVEWAY/ROAD CROSSING WITH 24" OF COVER. ALL SLEEVES TO BE TWICE DIAMETER OF REQUIRED PIPE AND EXTEND 12" BEYOND PAVING EDGE. SLEEVE EACH PIPE SEPARATELY AND PROVIDE SEPARATE SLEEVE FOR CONTROL WIRES.

14. THE TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED TESTS ARE PERFORMED. BACKFILL SHALL

BE WATER SETTLED OR MECHANICALLY COMPACTED IN LANDSCAPED AREAS TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED AREAS. CONTRACTOR WILL INSTALL 3" WIDE DETECTABLE TAPE (#3 DTP, AS MANUFACTURED BY T. CHRISTY). TAPE SHALL BE INSTALLED 6" ABOVE THE IRRIGATION MAINLINE AND BE LABELED "CAUTION WATER LINE BURIED BELOW". INSTALL ABOVE ALL WATER MAIN LINES. BACKFILLING

SHALL CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER SURFACES IRREGULARITIES. IF SETTLEMENT OCCURS AND SUBSEQUENT ADJUSTMENTS ARE NECESSARY, THE CONTRACTOR SHALL MAKE ALL REQUIRED ADJUSTMENTS WITHOUT COST TO THE OWNER.

15. RISER UNITS SHALL BE ORIENTED PERPENDICULAR TO THE FINISH GRADE WITH NIPPLES OF THE SAME SIZE AS THE RISER OPENING IN THE IRRIGATION HEAD.

16. THE CONTRACTOR SHALL GUARANTEE THE IRRIGATION SYSTEM FOR A PERIOD OF 12 MONTHS. THE SYSTEM

SHALL BE FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP AND THE CONTRACTOR SHALL REPAIR OR

REPLACE ANY DEFECTS AND REPAIR ANY DAMAGE CAUSED BY DEFECTS FOR THE ABOVE MENTIONED TIME PERIOD AT NO COST TO THE OWNER. SUCH REPAIRS OR REPLACEMENTS SHALL BE COMPLETED WITHIN A 48 HOUR PERIOD AND IMMEDIATELY IF IT IS A SAFETY ISSUE.

17. CLEANUP SHALL BE MADE AS EACH PORTION OF WORK PROGRESSES. ALL PAVING AND WALKS SHALL BE

BROOMED OR WASHED DOWN AND ANY DAMAGE SUSTAINED TO THE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITIONS ACCEPTABLE TO THE OWNER.

NOTES

1. REFER TO SHEET L2.3 &
L2.4 FOR IRRIGATION

DETAILS & MWELO
CALCULATIONS.

2. REFER TO SHEET L2.4

FOR IRRIGATION DETAILS LIMIT OF WORK
VALVE # WATER USE
HYDROZONE TABLE: (CONTROLLER A)
IRRIG. METHOD AREA (SF) % OF TOTAL
VALVE #1
VALVE #2
TOTAL
177
252

70.2%
100.0%
75 29.8%

MWELO STATEMENT
"I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION PLAN" 10/06/2023
RIC J. HENDRICKS DATE
REGISTERED LANDSCAPE ARCHITECT #5094

PLANT TYPE AREA (SF)
SUMMARY HYDROZONE TABLE: (CONTROLLER A)
% OF LANDSCAPE

LOW WATER USE

MEDIUM WATER USE

HIGH WATER USE
TOTAL 100.0%

DRIP LOW

BUBBLER LOW
252
252 100% 0 0%
0 0%
1"
SYMBOL DESC.

POINT OF CONNECTION
WATER METER: (PER CITY/COUNTY STANDARDS)

BACKFLOW DEVICE (PER CITY/COUNTY STANDARDS)
PRESSURE REGULATOR: WATTS #LF-U5B Z3 2, SYSTEM SET TO 55 MASTER VALVE: SUPERIOR 3100 1-1/2" NORMALLY OPEN.

FLOW SENSOR: IRRITROL FS-B100.

ELECTRICAL CONNECTION
CONTROLLER: IRRITROL MCE-12E
WEATHER SENSOR: IRRITROL CL-100-WIRELESS CLIMATE LOGIC
SENSOR.

GATE VALVE: NIBCO T-1131RR BRASS (LINE SIZE)
BALL VALVE: WATTS FBV BRASS (LINE SIZE)
REMOTE CONTROL VALVE: TORO 700 SERIES. (SIZE AS SHOWN)
DRIP REMOTE CONTROL VALVE: TORO 700 SERIES
W/DZK-700 DRIP KIT. (SIZE AS SHOWN)
QUICK COUPLER: RAINBIRD 1" 44-NP W/LOCKING COVER.

MAINLINE: SCH. 40 PVC; ALL MAINLINES & FITTINGS TO BE 1" UNLESS OTHERWISE NOTED ON PLANS.

LATERAL LINE: SCH. 40 PVC; ALL LATERALS & FITTINGS TO BE 3/4" UNLESS OTHERWISE NOTED ON PLANS.

FLEXIBLE DRIP LINE:SCH. 40 PVC LATERAL & RISERS W/ 5/8"

POLY DRIP TUBING & END CAPS (TUBING NOT SHOWN FOR

CLARITY)
STREAM BUBBLER: TORO #570Z-6P PRX COM W/SB-180-PC2, SCH 40 PVC LATERALS AND RISERS.

FLOOD BUBBLER: RAINBIRD 1404 WITH RWS-BC-1404; ADD SAND SOCK.

SLEEVES: SCH. 40 PVC; TWICE THE SIZE AS PIPING.

HYDROZONE BOUNDARY
PRBWFE
3/4" C
WS
MV
4"

IRRIGATION LEGEND F
B1 F

VALVE NUMBER
GALLONS PER MINUTE (G.P.M.)
1" VALVE SIZE
11 1.0 SOUTH ORCHARD AVENUE
(E) BUILDING NORTH ORCHARD AVENUE

EAST PERKINS STREET
(E) SIDEWALK

POMEROY STREET (N) ADA RAMPS &

STRIPING, SEE CIVIL
DRAWINGS, TYP.
(N) SIDEWALKS &

DRIVEWAY APRONS, SEE
CIVIL DRAWINGS, TYP.
(E) PLANTING &

IRRIGATION TO BE FIELD
ADJUSTED, TYP.
(E) IRRIGATION TO BE
FIELD ADJUSTED, TYP.
(E) SIDEWALK
(E) IRRIGATION TO BE
FIELD ADJUSTED, TYP.
(E) TREES TO REMAIN AND
PROTECTED IN PLACE, TYP.
(E) TREES TO REMAIN AND
PROTECTED IN PLACE, TYP.
(N) BIO-RETENTION

FACILITIES, SEE CIVIL
DRAWINGS, TYP.
20' MIN. SIGHT DISTANCE
TRIANGLE, TYP.
20' MIN. SIGHT DISTANCE
TRIANGLE, TYP.
143

WARREN DR B W
B1
B1
MV F
B2
B2 HOSPITAL DR LESLIE ST
11 / 30 / 24
Renewal Date Date Signature
P.L.A. 5094 L ICENSED LANDSCAPE ARCHITECT STAT E OF CA L I FORN I AR i c J . He nd r i c k s INTEGRA IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. © 2021. ALL RIGHTS RESEVERED 1 5 0 6 4 T H . S T R E E T S A N T A R O S A , C A L I F O R N I A 9 5 4 0 4 7 0 7 . 8 5 2 . 0 5 0 0 WWW.INTEGRAPLA.COM 10 / 06 / 2023
143 URBAN CORE REHABILITATION PERKINS STREET, GOBBI STREET, AND MAIN STREET CITY OF UKIAH, CALIFORNIA IRRIGATION PLAN L2.1
34 1 inch = ft
( IN FEET )
GRAPHIC SCALE 0 20 40
20 MWELO STATEMENT
"I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION PLAN" 10/06/2023
RIC J. HENDRICKS DATE
REGISTERED LANDSCAPE ARCHITECT #5094 MATCHLINE, SEE BELOW MATCHLINE, SEE L2.0 MATCHLINE, SEE ABOVE MATCHLINE, SEE SHEET L2.2 WARREN DRIVE

EAST PERKINS STREET
(E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK
(E) SIDEWALK
(E) SIDEWALK
(N) ADA RAMPS &

STRIPING, SEE CIVIL
DRAWINGS, TYP.
(N) SIDEWALKS &

DRIVEWAY APRONS, SEE
CIVIL DRAWINGS, TYP.
(E) PLANTING &

IRRIGATION TO BE FIELD
ADJUSTED, TYP.
(N) BIO-RETENTION

FACILITIES, SEE CIVIL
DRAWINGS, TYP. HOSPITAL DRIVE
(E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) BUILDING
(E) SIDEWALK

EAST PERKINS STREET
(N) ADA RAMPS &

STRIPING, SEE CIVIL
DRAWINGS, TYP.
(N) ADA RAMPS &

STRIPING, SEE CIVIL
DRAWINGS, TYP. LESLIE STREET
3/4"
A1 DRIP
3/4"
A2 4.5 GPM
143

NORTH MAIN ST SOUTH MAIN ST

E PERKINS ST MASON ST
11 / 30 / 24
Renewal Date Date Signature
P.L.A. 5094 L ICENSED LANDSCAPE ARCHITECT STAT E OF CA L I FORN I AR i c J . He nd r i c k s INTEGRA IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. © 2021. ALL RIGHTS RESEVERED 1 5 0 6 4 T H . S T R E E T S A N T A R O S A , C A L I F O R N I A 9 5 4 0 4 7 0 7 . 8 5 2 . 0 5 0 0 WWW.INTEGRAPLA.COM 10 / 06 / 2023
143 URBAN CORE REHABILITATION PERKINS STREET, GOBBI STREET, AND MAIN STREET CITY OF UKIAH, CALIFORNIA IRRIGATION PLAN L2.2
35 1 inch = ft
( IN FEET )
GRAPHIC SCALE 0 20 40
20 MWELO STATEMENT
"I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION PLAN" 10/06/2023
RIC J. HENDRICKS DATE
REGISTERED LANDSCAPE ARCHITECT #5094 MATCHLINE, SEE ABOVE LIMIT OF WORK MATCHLINE, SEE BELOW MATCHLINE, SEE L2.1

EAST PERKINS STREET

MASON STREET
(E) BUILDING
(E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK
(E) CONCRETE

HEADWALL
(N) ADA RAMPS &

STRIPING, SEE CIVIL
DRAWINGS, TYP.
(N) SIDEWALKS &

DRIVEWAY APRONS, SEE
CIVIL DRAWINGS, TYP. SOUTH MAIN STREET NORTH MAIN STREET

EAST PERKINS STREET
(E) BUILDING
(E) SIDEWALK
(E) SIDEWALK
(E) BUILDING
(E) SIDEWALK
(E) SIDEWALK
(N) SIDEWALKS, SEE
CIVIL DRAWINGS, TYP.
143

3 2
4 8
6 10
5 11 / 30 / 24 Renewal Date Date Signature P.L.A. 5094

L ICENSED

LANDSCAPE

ARCHITECT
STAT E
OF
CA

L I FORN I A
R i c
J . He nd r i c k s
INTEGRA IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. © 2021. ALL RIGHTS RESEVERED 1 5 0 6 4 T H . S T R E E T

S A N T A R O S A ,
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URBAN CORE REHABILITATION

PERKINS STREET, GOBBI STREET, AND MAIN STREET

CITY OF UKIAH, CALIFORNIA
IRRIGATION DETAILS & NOTES L2.3 36 CONTROLLER A
7 NOTES: HARDSCAPE/PAVING NON-PRESSURE LATERAL LINE SLEEVE SIZE TWICE DIAMETER OF NON-PRESSURE LATERAL LINE PRESSURE SUPPLY LINE SLEEVE- SIZE TWICE DIA. OF PRESSURE SUPPLY LINE CONTROL WIRE SLEEVE- SIZE PER PLAN. INSTALL ADJACENT TO PRESSURE SUPPLY LINE 1. ALL SLEEVES TO BE SCHEDULE 40 PVC. 2. EXTEND ALL SLEEVES 12'' BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. 3. 24'' MINIMUM COVER ON MAINLINE 3'' AND LARGER CLEAN BACKFILL- 90% COMPACTION REQUIRED SAND 18" MINIMUM
2 TYPICAL SLEEVING SCALE: N.T.S
6" 2" 6" (TYP.)
1234
56 1 3
4 56 STRIP WIRES APPROXIMATELY 5/8'' FROM END TWIST CONNECTOR UNTIL WIRE ENDS REACH BOTTOM AFTER MIXING CONTENTS OF PACK AS PER INSTRUCTIONS, CUT 1/2'' OFF END OF PACK AND INSERT CONNECTOR TO OPPOSITE END WRAP OPEN END OF PACK WITH TAPE AND LEAVE IN RAISED POSITION UNTIL RESIN JELLS. (APPROX. 8 MIN. AT 72`F.) 1234
1234 TYPICAL WIRE CONNECTIONS SCALE: N.T.S
18"
MIN.
7'' MIN
1'' MIN. 1. PILOT WIRES TO BE DIFFERENT COLOR FOR EACH VALVE. COMMON WIRES SHALL BE WHITE WITH DIFFERENT COLOR STRIPES FOR EACH AUTOMATIC CONTROLLER. 2. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL VALVES & AUTOMATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE SHOWN ON DETAIL IS FOR REFERENCE ONLY. SEE IRRIGATION PLAN FOR CORRECT VALVE SEQUENCE. 3. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER & REMOTE CONTROL VALVE UNDER 500 LINEAL FEET. AUTOMATIC SPRINKLER CONTROL UNIT SECURED WITHIN WEATHERTIGHT ENCLOSURE COMMON WIRE SHALL BE TIED INSIDE HOUSING WHEN REQUIRED ON/OFF SWITCH AND 110 VOLT EXTERIOR OUTLET TO BE PROVIDED BY CONTRACTOR WITHIN ENCLOSURE CONCRETE FOOTING -INSTALL A MIN. OF 3" ABOVE GRADE & SLOPE TOP TO DRAIN AT A MIN, OF 2% FINISHED GRADE ELECTRICAL CONDUIT TO SOURCE- (CONTROL UNIT ELECTRICAL REQUIREMENTS: 117 VOLTS, 60HZ, 2AMPS MAX.) ELECTRICAL TAPE - TAPE WIRING AT INTERVALS OF 10' O.C. (1) COMMON WIRE TO ALL RCV'S (1) CONTROL WIRE TO EACH RCV CONTROL WIRING SECURE TO CONTROL UNIT UNLESS OTHERWISE NOTED. PROVIDE PVC SLEEVE FOR WIRES. NOTES: PEDESTAL MOUNTED CONTROLLER SCALE: N.T.S. 1234
5 6
7 1 234
56 7 SECTION
8" 3/4" WASHED CRUSHED AGGREGATE BASE OR PEA GRAVEL
1 PVC MALE ADAPTER, TYP.
23 EXTENSION LENGHT AS REQUIRED GATE VALVE MANUFACTURER AND MODEL AS INDICATED IN LEGEND, OR APPROVED EQUAL 4 ROUND VALVE BOX
5 FINISHED GRADE
6 74
5 1 3
2 GATE VALVE SCALE: N.T.S. SUPPORT BRICKS (4) TOTAL
7 6
8" BALL VALVE SCALE: N.T.S. 3/4" WASHED CRUSHED AGGREGATE BASE OR PEA GRAVEL 1 PVC MALE ADAPTER, TYP.
23 EXTENSION LENGHT AS REQUIRED BALL VALVE MANUFACTURER AND MODEL AS INDICATED IN LEGEND, OR APPROVED EQUAL 4 ROUND VALVE BOX
5 FINISHED GRADE
6 SUPPORT BRICKS (3) TOTAL
7 74
3 2
6 5
1 PLAN VIEW
12'' 12'' 12'' 12'' EDGE OF LAWN, WALK, FENCE, CURB, ETC. 1 1 2
3 23"x33" RECTANGULAR VALVE BOX
2 14"x19" RECTANGULAR VALVE BOX
3 TYPICAL QUICK COUPLING VALVE
4 4
3 NOTES: VALVE BOX INSTALLATION SCALE: N.T.S 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE. 2. SET BOXES 1" ABOVE FINISH GRADE OR MULCH COVER IN GROUND-COVER/SHRUB AREA AND FLUSH WITH FINISH GRADE IN TURF AREA. 3. SET RVC AND VALVE BOX ASSEMBLY IN GROUNDCOVER/SHRUB AREA WHERE POSSIBLE. INSTALL IN LAWN ONLY IF GROUNDCOVER DOES NOT EXIST ADJACENT TO LAWN. 4. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. 6. IDENTIFY VALVE BOX WITH CONTROLLER LETTER AND VALVE NUMBER USING 1 1/2 - 2" LETTERING. MASTER CONTROL VALVE & FLOW SENSOR SCALE: N.T.S REDUCER AS REQUIRED PVC MAIN LINE TO BACKFLOW DEVICE SCHEDULE 80 NIPPLES, VALVE INLET SIZE FLOW SENSOR AS SPECIFIED WATERPROOF WIRE CONNECTORS ON 18" LOOPED WIRES 10X15 RECTANGULAR BOXES WITH 6' EXTENSIONS AS INDICATED CABLE TO CONTROLLER SENSOR TERMINAL BARD, AS MFG. RECOMMEND 3" MINIMUM DEPTH, 3/4" WASHED GRAVEL MASTER CONTROL VALVE AS SPECIFIED WATERPROOF WIRE CONNECTORS, ON 30" LOOPED WIRES 1234 flow
4 3
5 5
6 6
7 7
8 7
8 9
9 10
6 12 11 FINISHED GRADE
2 1 11 TEN PIPE DIAMETERS NO VALVES, REDUCERS OR ELBOWS IN THIS AREA FIVE PIPE DIAMETERS 18" MIN. BELOW GRADE 12 SUPPORT BRICKS (4) TOTAL EACH BOX 10 18'' MINIMUM 3'' IN PLANT BEDS
6''
MIN 1'' IN LAWN AREAS 12
1 QUICK COUPLING VALVE FINISH GRADE
12 2
3 34
46 7
89 5
7 89 10 1011
8 11 12
7 ROUND PLASTIC VALVE BOX AND COVER- PROVIDE 6'' CLEARANCE AROUND COUPLER STAINLESS STEEL SCREW CLAMP MIN. THREE PLACES 3/4'' WASHED CRUSHED AGGREGATE BASE OR GRAVEL 1/2'' x 36'' GALVANIZED STEEL STAKE BRASS 90` STREET ELL BRASS 90` ELL PRESSURE SUPPLY LINE FITTING 6" LONG BRASS NIPPLE BRASS NIPPLE QUICK COUPLING VALVE ASSEMBLY SCALE: N.T.S. 2"
5 SUPPORT BRICKS (3) TOTAL
6 PRESSURE REGULATOR
MIN
3"
1"
1 1
2 2
3 3
4 TO EMITTER BOX
4 5 FINISH GRADE
5 6
6 "Y" STRAINER
7 7 DRIP IRRIGATION VALVE SCALE: N.T.S. ELECTRIC VALVE MANUFACTURER & MODEL AS INDICATED IN LEGEND, OR APPROVED EQUAL VALVE BOX MANUFACTURER & MODEL AS INDICATED IN LEGEND, OR APPROVED EQUAL 3/4'' WASHED AGGREGATE OR GRAVEL 8 SUPPORT BRICKS (4) TOTAL
8 1 TYPICAL TRENCHING SCALE: N.T.S (TYP) NOTES:
12'' MINIMUM
18'' MINIMUM 6'' 1. PIGTAIL AND LOOP CONTROL WIRE AT ALL 90° CHANGES IN DIRECTION. 2. PROVIDE A MINIMUM 10 FEET SEPARATION BETWEEN POTABLE AND RECLAIMED MAINLINE PIPING. 3. 24'' MINIMUM COVER ON 3'' MAINLINE AND LARGER. CONTROL WIRES- BUNDLE AND TAPE AT 10' O.C. AND INSTALL ADJACENT TO PRESSURE SUPPLY LINE CLEAN BACKFILL- 90% COMPACTION REQUIRED FINISH GRADE NON-PRESSURE LATERAL LINE SNAKE PIPE IN TRENCH PRESSURE SUPPLY LINE SNAKE PIPE IN TRENCH PROVIDE 2'' MIN. OF CLEAN BACKFILL 1 2
123
3 4
4 5
56 6
9

123 11 / 30 / 24 Renewal Date Date Signature P.L.A. 5094 L ICENSED LANDSCAPE ARCHITECT STAT E OF CA L I FORN I AR i c J . He nd r i c k s INTEGRA IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. © 2021. ALL RIGHTS RESEVERED 1 5 0 6 4 T H . S T R E E T

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WWW.INTEGRAPLA.COM 10 / 06 / 2023 143

URBAN CORE REHABILITATION

PERKINS STREET, GOBBI STREET, AND MAIN STREET

CITY OF UKIAH, CALIFORNIA
IRRIGATION DETAILS L2.4 37 1. (2) 1/2 GAL./HR EMITTERS PER 1 GALLON CONTAINER 2. (2) 1 GAL./HR EMITTERS PER 5 GALLON CONTAINER 3. (3) 1 GAL./HR EMITTERS PER 15 GALLON CONTAINER 4. LAYOUT ON PLAN IS SCHEMATIC. VERIFY PLANT QUANTITIES FOR TOTAL NUMBER OF EMITTERS. END CAP DETAIL 6" MAX.
2" MIN. 3/4" PVC LATERAL TEE UP TO DRIP TUBING AUTOMATIC FLUSH VALVE 5/8" FLEXIBLE DRIP TUBING FINISH GRADE 6" ROUND VALVE BOX BRICK SUPPORTS (3) 18" PEA GRAVEL COMPRESSION ELBOW 1 2344 67 5 1234567 9 8 DRIP EMITER 109 9 EDGE OF PLANT ROOTBALL 10 MAIN STEM OR TRUNK 108211 11 MULCH 101213 12 5/8" DRIP ADAPTER 13 FLEXIBLE DRIP LINE SCALE: N.T.S. NOTES:
6" 1. INSTALL PRODUCT SO THAT THE LID IS EVEN WITH FINISH GRADE OR TOP OF MULCH. 2. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION. 3. ONCE PRODUCT HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. PLACE POP-UP STREAM BUBBLER AT EDGE OF ROOTBALL INSIDE BERM ROUTE LATERAL LINE AROUND ROOT BALL AT EDGE OF PLANTING PIT PLACE POP-UP FLOOD BUBBLER AT EDGE OF ROOTBALL INSIDE BERM 2" BERM AT EDGE OF PLANTING PIT TO FORM BASIN SAND SOCK OUTSIDE BASIN FURTHEST AWAY FROM CURB OR HIGH SIDE OF SLOPE PLACE FIRM SOIL IMMEDIATELY AROUND TUBE FLOOD BUBBLER IN FIXED RISER LOW DENSITY PIPE OR POLYETHTLENE PIPE 14" MIN. / 24" MAX. 1 FINISH GRADE 12 3 2 PVC LATERAL LINE 3 ROOTBALL 2 1 4 45 5 6 67 78 8 9 910 10 11 11 NOTES: TREE DEEP ROOT WATERING SCALE: N.T.S APPROVED WATERPROOF WIRE CONNECTORS (TYPICAL) LOOP THIRTY-SIX (36) INCHES EXCESS WIRE INTO EACH SINGLE BOX AND INTO ONE VALVE BOX IN EACH GROUP OF VALVES. ELECTRIC CONTROL VALVE MANUFACTURER AND MODEL AS INDICATED IN LEGEND, OR APPROVED EQUAL. 32 1 1 REMOTE CONTROL VALVE ASSEMBLY SCALE: N.T.S 1" 3 2 4 4 VALVE BOX 5 PVC SCH. 80 PIPE 5 6 PVC SxS 90 ELL 6 7 SUPPORT BRICKS (4) TOTAL 758 PVC TxS MALE ADAPTER (TYPICAL) 89 CONTROL WIRES TO CONTROLLER 9 10 10 FINISH GRADE 11 11 MAINLINE TO COUPLING LINE SIZED PVC TEE TO COMPRESSION COUPLING 1213 MAINLINE 12 13 14 34" WASHED AGGREGATE OR GRAVEL 14 15 COUPLING W/ THREADED CAP AT EACH END. LOCATE COUPLING UP AND DOWN STREAM OF PVC TEE 15 COMMON WIRES TO VALVES ON SAME CONTROLLER 1617 EXISTING MAINLINE 16 17 LOWER LATERAL LINE WITH 40 PVC 45° ELBOWS 18 1819 19 SCH. 80 PVC UNION 12" 6"
6"-8"
6"

1 inch = ft
( IN FEET )

GRAPHIC SCALE
0 20 40
20 PLANTING PLAN
L3.0
38 PLANTING NOTES

1. CONTRACTOR SHALL BID AND INSTALL PLANTING MATERIALS PER THESE PLANS AND SPECIFICATIONS, UNLESS GIVEN FURTHER WRITTEN INSTRUCTIONS, OR WRITTEN INSTRUCTION BY LANDSCAPE ARCHITECT. WORK INCLUDES, BUT IS NOT LIMITED TO ALL LABOR, GENERAL LIABILITY INSURANCE,

WORKMAN'S COMPENSATION, EQUIPMENT, AND MATERIALS NECESSARY TO FURNISH, INSTALL AND GUARANTEE PLANTING, AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN.

2. COORDINATE FIELD OBSERVATIONS WITH LANDSCAPE ARCHITECT (MINIMUM 2 VISITS), CALL TO PROVIDE 48 HOUR NOTICE.

A. REVIEW FINISHED GRADE W/ LANDSCAPE ARCHITECT PRIOR TO PLANT PLACEMENT. ALL PLANTS SHALL BE INSPECTED BY ARBORIST/ LANDSCAPE ARCHITECT FOR HEALTH, PESTS AND SIZE PRIOR TO LAYOUT.

B. LAYOUT PLANTINGS FOR APPROVAL IN FULL QUANTITIES, PRIOR TO DIGGING HOLES. ADJUST LAYOUT AS DIRECTED BY LANDSCAPE ARCHITECT.

3. CONTRACTOR SHALL PROVIDE SUBMITTALS/SAMPLES TO LANDSCAPE ARCHITECT OF ALL SPECIMEN TREES (PHOTOGRAPHS WITH HUMAN SCALE), SOIL, MULCH, STAKES, TIES, AGRIFORM TABLETS, GRASS PAVE MATERIALS, STEEL EDGING, AND OTHER MATERIALS.

4. ALL WORK SHALL CONFORM TO THE LATEST APPLICABLE MENDOCINO COUNTY WATER AGENCY ORDINANCES RELATING TO PLANTING AND IRRIGATION.

ALL PLANT MATERIALS TO BE INSTALLED PER CITY OF UKIAH STANDARDS AND PLANTING DETAILS. THE PLANT MATERIALS SHALL CONFORM TO THE PLANT LEGEND SPECIFICATION FOR SIZE & LATEST EDITION OF THE AMERICAN NURSERYMAN STANDARDS.

5. PRIOR TO REMOVING ANY PLANTS, CONTRACTOR SHALL OBTAIN APPROVAL OF OWNER AND LANDSCAPE ARCHITECT TO DETERMINE SPECIMENS TO REMAIN OR BE TRANSPLANTED. ALL PLANTING AREAS ARE TO BE FREE OF DELETERIOUS MATERIALS AND WEEDS PRIOR TO PLANTING.

6. A SOIL FERTILITY TEST SHALL BE REQUIRED FOR REVIEW BY THE LANDSCAPE ARCHITECT AFTER GRADING IS COMPLETE AND BEFORE ANY PLANT WORK.

A SOIL TEST SHALL BE PERFORMED TO DETERMINE THE FINAL AMENDMENT AND FERTILIZER FORMULA. THE SOILS REPORT CONDUCTED BY WAYPOINT ANALYTICAL, (408) 727-0330, UNLESS OTHERWISE APPROVED) MUST CONTAIN THE FOLLOWING INFORMATION:

A. SOIL PERMEABILITY RATE IN INCHES PER HOUR
B. SOIL TEXTURE TEST
C. CATION EXCHANGE CAPACITY
D. SOIL FERTILITY INCLUDING TESTS FOR NITROGEN, POTASSIUM, PHOSPHOROUS, PH, ORGANIC MATTER E. TOTAL SOLUBLE SALTS AND SODIUM CONTENT
F. CONTRACTOR TO REQUEST A "BAY-FRIENDLY" RECOMMENDATION FOR AMENDMENTS TO THE PLANTING AREA SOIL

7. A MINIMUM OF 8" OF NON-MECHANICALLY COMPACTED SOIL SHALL BE AVAILABLE FOR WATER ABSORPTION AND ROOT GROWTH IN PLANTED AREAS.

WITHIN THE LIMITS OF NEW PLANTING AREAS, THE TOP 12" OF EXISTING SOIL OR TO THE EXTENT OF EXISTING TOPSOIL, WHICH EVER IS LESS, SHALL BE STRIPPED AND STOCKPILED ON THE SITE FOR RE-USE. ALL PLANTING AREAS TO BE TILLED SO THAT SOIL IS LOOSE AND NOT COMPACTED. ALL PLANTING BEDS TO RECEIVE A MINIMUM OF 12" OF APPROVED TOPSOIL. TO PREPARE PLANTING BEDS AND LAWN AREAS, CULTIVATE INTO TOP 12" OF SOIL: 6 CUBIC YARDS OF ORGANIC COMPOST PER 1,000 SQUARE FEET. COMPOST IS TO HAVE THE US COMPOSTING COUNCIL'S SEAL OF TESTING ASSURANCE (STA) AND THE ORGANIC MATERIALS REVIEW INSTITUTE (OMRI) LISTING. INCORPORATE COMPOST OR NATURAL FERTILIZER INTO THE SOIL TO A MINIMUM DEPTH OF 8" AT A MINIMUM RATE OF 6 CUBIC YARDS PER 1000 SQUARE FEET OR PER SPECIFIC AMENDMENT RECOMMENDATIONS FROM A SOILS LABORATORY REPORT. ANY ADDITIONAL AMENDMENTS SHALL BE CERTIFIED ORGANIC BY OMRI.

8. ALL PLANT LOCATIONS TO BE CONFIRMED IN THE FIELD BY THE LANDSCAPE ARCHITECT. CONTRACTOR IS TO COORDINATE ALL PLANTING WITH UTILITY LOCATIONS NOT SHOWN ON THIS PLAN. ANY CONFLICTS BETWEEN LOCATIONS OF PROPOSED PLANTING AND SITE UTILITIES OR LIGHTING TO BE CALLED TO THE ATTENTION OF THE LANDSCAPE ARCHITECT.

9. LAYOUT OF PLANTINGS IS DIAGRAMMATIC AND MAY NEED FIELD ADJUSTMENT FOR EXISTING SITE CONDITIONS NOT SHOWN ON PLANS, OR AS DIRECTED BY THE LANDSCAPE ARCHITECT. ADJUSTMENTS WILL BE MADE FOR VIEWS, ACCESS, ETC. ALL PLANTINGS SHALL BE FIELD ADJUSTED TO MEET THE MINIMUM STATE REGULATIONS FOR PLANTING AND MAINTAINING A FIRE DEFENSIBLE SPACE, DEPT. OF FORESTRY. PLANT QUANTITIES ARE FOR INFORMATIONAL USE ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANTS AS SHOWN ON THE DRAWINGS.

10. PLANTS SHALL BE SUFFICIENTLY ROOTED TO THE EDGE OF THE CONTAINER AND TO AN EXTENT SUFFICIENT TO HOLD THE ROOTBALL INTACT WHEN REMOVED FROM THE CONTAINER. NO PLANTS SHALL BE ACCEPTABLE THAT SHOW SIGNS OF CIRCLING OR GIRDLING OF ROOTS, OR ANY OTHER ROOT-BOUND CONDITION. PLANTS SHALL BE FREE FROM ALL PESTS AND DISEASES.

11. ALL PLANTS SHALL BE PLACED IN A TRIANGULAR SPACED PATTERN, UNLESS OTHERWISE SPECIFIED.

12. EXCAVATE PLANTING PITS 1" LESS THAN THE DEPTH OF THE PLANT CONTAINER AND TWO TIMES THE WIDTH OF THE PLANT CONTAINER. PREPARE HOLE BACKFILL MATERIAL BY USING 1 PART EXISTING SOIL TO 1 PART ORGANIC COMPOST. THOROUGHLY MIX THIS COMBINATION BEFORE BACKFILLING. SET PLANT PLUMB IN PLANTING PIT AND BRACE RIGIDLY IN POSITION, TAMPING BACKFILL MIX SOLIDLY AROUND THE BALL AND ROOTS. PLACE TOP OF ROOTBALL 1" ABOVE SURROUNDING GRADE. (SEE PLANTING DETAILS FOR TREES, SHRUBS AND GROUNDCOVERS ON THIS SHEET). DO NOT OVER COMPACT SOIL.

13. ALL TREES ARE TO BE STAKED AND TREES AND SHRUBS ARE TO HAVE WATERING BASINS. ALL TREES CLOSER THAN 8'-0" TO BUILDINGS, WALKS, PAVING, CURBS OR FOOTINGS SHALL BE INSTALLED WITH A DEEP ROOT BARRIER. USE DEEP ROOT BARRIER, TYPE UB 24-2 PER MANUFACTURER'S RECOMMENDATIONS.

14. AFTER PLANTING, WATER NEW PLANTINGS DEEPLY AND THOROUGHLY.

15. A MINIMUM 3" LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN TURF AREAS, CREEPING OR ROOTING GROUNDCOVERS OR DIRECT SEEDING APPLICATIONS. MULCH SHALL BE "WOOD CHIPS" FROM SEQUOIA LANDSCAPE MATERIALS (707-527-5512), NATURAL COLOR OR EQUIVALENT.

16. THE CONTRACTOR SHALL MAINTAIN THE PLANTING AND IRRIGATION INSTALLATIONS FOR 60 DAYS FROM THE DATE OF FINAL ACCEPTANCE. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF 6 MONTHS FROM DATE OF FINAL ACCEPTANCE.

NOTES

1. REFER TO SHEET L3.3
FOR PLANTING DETAILS.

MWELO STATEMENT
"I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE PLANTING PLAN" 10/06/2023
RIC J. HENDRICKS DATE
REGISTERED LANDSCAPE ARCHITECT #5094 MATCHLINE, SEE L3.1 LIMIT OF WORK 1 QUE AGR 15 GAL.

ABBREV. BOTANICAL NAME COMMON NAME WUCOLS SIZE QTY REMARKS/SPACING TREES
QUE AGR QUERCUS AGRIFOLIA COAST LIVE OAK VL 15 GAL. 3 SINGLE TRUNK SHRUBS
*ACH MIL ACHILLEA MILLEFOLIUM YARROW L 1 GAL. 60 18" O.C. SPACING CAL GRA CALANDRINIA GRANDIFLORA ROCK PURSLANE L 1 GAL. 33 2' O.C. SPACING CIS SUN CISTUS 'SUNSET' MAGENTA ROCKROSE L 1 GAL. 5 5' O.C. SPACING *EPI CAN EPILOBIUM CANUM CAL. FUSCHIA L 1 GAL. 31 3' O.C. SPACING *IRI DOU IRIS DOUGLASIANA DOUGLAS IRIS L 1 GAL. 34 12" O.C. SPACING MON VIL MONARDELLA VILLOSA COYOTE MINT VL 1 GAL. 30 18" O.C. SPACING PHO MAO PHORMIUM 'MAORI QUEEN' NEW ZEALAND FLAX L 5 GAL. 7 4' O.C. SPACING

GRASSES
*BOU GRA BOUTELOUA GRACILIS BLUE GRAMA L 1 GAL. 102 2' O.C. SPACING *MUH RIG MUHLENBERGIA RIGENS DEER GRASS L 1 GAL. 31 4' O.C. SPACING

GROUNDCOVERS
ARCTOSTAPHYLOS MANZANITA L 1 GAL. - 5' O.C. SPACING
'PACIFIC MIST'
CEANOTHUS 'CENTENNIAL' CEANOTHUS L 1 GAL. - 4' O.C. SPACING MYOPORUM P. 'PINK' PINK MYOPORUM L 1 GAL. - 7' O.C. SPACING *BASMAA RECOMMENDED BIORETENTION PLANTS

PLANTING LEGEND
6 CAL GRA
1 GAL.
25 BOU GRA
1 GAL.
6 EPI CAN
1 GAL.
6 ACH MIL
1 GAL.
17 MUH RIG
1 GAL.
6 IRI DOU
1 GAL.
8 MON VIL
1 GAL.
6 CAL GRA
1 GAL.
8 MON VIL
1 GAL.
6 EPI CAN
1 GAL.
6 ACH MIL
1 GAL.
8 MON VIL
1 GAL.
12 IRI DOU
1 GAL.
35 BOU GRA
1 GAL.
6 CAL GRA
1 GAL.
7 PHO MAO
5 GAL.
4 EPI CAN
1 GAL.
6 ACH MIL
1 GAL.
21 BOU GRA
1 GAL.
3 EPI CAN
1 GAL.
6 IRI DOU
1 GAL.
16 IRI DOU
1 GAL.
15 ACH MIL
1 GAL.
6 EPI CAN
1 GAL.
5 MUH RIG
1 GAL.
9 CAL GRA
1 GAL.
5 CIS SUN
1 GAL.
6 CAL GRA
1 GAL.

SOUTH ORCHARD AVENUE
(E) BUILDING NORTH ORCHARD AVENUE

EAST PERKINS STREET
(E) SIDEWALK

POMEROY STREET
(N) ADA RAMPS &

STRIPING, SEE CIVIL
DRAWINGS, TYP.
(N) SIDEWALKS &

DRIVEWAY APRONS, SEE
CIVIL DRAWINGS, TYP.
(E) PLANTING &

IRRIGATION TO BE FIELD
ADJUSTED, TYP.
(E) SIDEWALK
(E) TREES TO REMAIN AND
PROTECTED IN PLACE, TYP.
(E) TREES TO REMAIN AND
PROTECTED IN PLACE, TYP.
(E) SIGNAGE TO
REMAIN, TYP.
(E) EQUIPMENT TO
REMAIN IN PLACE, TYP.
11 / 30 / 24
Renewal Date Date Signature
P.L.A. 5094

L ICENSED

LANDSCAPE ARCHITECT
STAT E

OF CA L I FORN I A
R i c
J . He nd r i c k s INTEGRA IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. © 2021. ALL RIGHTS RESEVERED 1 5 0 6 4 T H . S T R E E T S A N T A R O S A , C A L I F O R N I A 9 5 4 0 4 7 0 7 . 8 5 2 . 0 5 0 0 WWW.INTEGRAPLA.COM 10 / 06 / 2023
143 URBAN CORE REHABILITATION PERKINS STREET, GOBBI STREET, AND MAIN STREET CITY OF UKIAH, CALIFORNIA 20' MIN. SIGHT DISTANCE
TRIANGLE, TYP.
20' MIN. SIGHT DISTANCE
TRIANGLE, TYP.
143
5 IRI DOU
1 GAL.
5 ACH MIL
1 GAL.

1 inch = ft
( IN FEET )
GRAPHIC SCALE 0 20 40
20 PLANTING PLAN
L3.1
39 MWELO STATEMENT
"I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE PLANTING PLAN" 10/06/2023
RIC J. HENDRICKS DATE
REGISTERED LANDSCAPE ARCHITECT #5094 MATCHLINE, SEE BELOW MATCHLINE, SEE L3.0 MATCHLINE, SEE ABOVE MATCHLINE, SEE SHEET L3.2 NOTES

1. REFER TO SHEET L3.3
FOR PLANTING DETAILS. WARREN DRIVE

EAST PERKINS STREET
(E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK
(E) SIDEWALK
(E) SIDEWALK
(N) ADA RAMPS &

STRIPING, SEE CIVIL
DRAWINGS, TYP.
(N) SIDEWALKS &

DRIVEWAY APRONS, SEE
CIVIL DRAWINGS, TYP.
(E) PLANTING &

IRRIGATION TO BE FIELD
ADJUSTED, TYP. HOSPITAL DRIVE
(E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) BUILDING
(E) SIDEWALK

EAST PERKINS STREET
(N) ADA RAMPS &

STRIPING, SEE CIVIL
DRAWINGS, TYP.
(N) ADA RAMPS &

STRIPING, SEE CIVIL
DRAWINGS, TYP. LESLIE STREET
11 / 30 / 24
Renewal Date Date Signature
P.L.A. 5094 L ICENSED LANDSCAPE ARCHITECT STAT E OF CA L I FORN I AR i c J . He nd r i c k s INTEGRA IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. © 2021. ALL RIGHTS RESEVERED 1 5 0 6 4 T H . S T R E E T S A N T A R O S A , C A L I F O R N I A 9 5 4 0 4 7 0 7 . 8 5 2 . 0 5 0 0 WWW.INTEGRAPLA.COM 10 / 06 / 2023
143 URBAN CORE REHABILITATION PERKINS STREET, GOBBI STREET, AND MAIN STREET CITY OF UKIAH, CALIFORNIA 14 ACH MIL
1 GAL.
2 MUH RIG
1 GAL.
4 EPI CAN
1 GAL.
10 IRI DOU
1 GAL.
1 QUE AGR
15 GAL.
8 ACH MIL
1 GAL.
2 MUH RIG
1 GAL.
2 EPI CAN
1 GAL.
6 IRI DOU
1 GAL.

1 inch = ft
( IN FEET )
GRAPHIC SCALE 0 20 40
20 PLANTING PLAN
L3.2
40 MWELO STATEMENT
"I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE PLANTING PLAN" 10/06/2023
RIC J. HENDRICKS DATE
REGISTERED LANDSCAPE ARCHITECT #5094 MATCHLINE, SEE ABOVE LIMIT OF WORK MATCHLINE, SEE BELOW MATCHLINE, SEE L3.1 NOTES

1. REFER TO SHEET L3.3
FOR PLANTING DETAILS.

EAST PERKINS STREET

MASON STREET
(E) BUILDING
(E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK (E) SIDEWALK
(E) SIDEWALK
(E) CONCRETE

HEADWALL
(N) ADA RAMPS &

STRIPING, SEE CIVIL
DRAWINGS, TYP.
(N) SIDEWALKS &

DRIVEWAY APRONS, SEE
CIVIL DRAWINGS, TYP. SOUTH MAIN STREET NORTH MAIN STREET

EAST PERKINS STREET
(E) BUILDING
(E) SIDEWALK
(E) SIDEWALK
(E) BUILDING
(E) SIDEWALK
(E) SIDEWALK
(N) SIDEWALKS, SEE
CIVIL DRAWINGS, TYP.
11 / 30 / 24
Renewal Date Date Signature
P.L.A. 5094 L ICENSED LANDSCAPE ARCHITECT STAT E OF CA L I FORN I AR i c J . He nd r i c k s INTEGRA IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. © 2021. ALL RIGHTS RESEVERED 1 5 0 6 4 T H . S T R E E T S A N T A R O S A , C A L I F O R N I A 9 5 4 0 4 7 0 7 . 8 5 2 . 0 5 0 0 WWW.INTEGRAPLA.COM 10 / 06 / 2023
143 URBAN CORE REHABILITATION PERKINS STREET, GOBBI STREET, AND MAIN STREET CITY OF UKIAH, CALIFORNIA

11 / 30 / 24 Renewal Date Date Signature P.L.A. 5094 L ICENSED LANDSCAPE ARCHITECT STAT E OF CA L I FORN I AR i c J . He nd r i c k s INTEGRA IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF REPRODUCTIONS OF THIS DOCUMENT GENERATED BY OTHERS FROM ELECTRONIC MEDIA. © 2021. ALL RIGHTS RESEVERED 1 5 0 6 4 T H . S T R E E T

S A N T A R O S A ,
C A L I F O R N I A 9 5 4 0 4
7 0 7 . 8 5 2 . 0 5 0 0
WWW.INTEGRAPLA.COM 10 / 06 / 2023 143

URBAN CORE REHABILITATION

PERKINS STREET, GOBBI STREET, AND MAIN STREET
CITY OF UKIAH, CALIFORNIA 132
PLANTING DETAILS & NOTES L3.3 41 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. THE TOP OF THE BARRIER PANELS MUST BE SLIGHTLY ABOVE GRADE (NEVER BELOW GRADE) 3. POSITION BARRIER PANELS VERTICALLY WITH TOP AGAINST THE STRUCTURE TO BE PROTECTED 4. ALL TREES WITHIN 10' OF PAVING, WALLS, BUILDINGS OR UTILITES SHALL RECEIVE ROOT BARRIER. SCALE: LINEAR ROOT BARRIER N.T.S. 1245 FINISH GRADE 3 ROOT BARRIER CONCRETE CURB NEW OR EXISTING TREE NATIVE BACKFILL 1243 5 NOTES: 4 1 NOTES: 2 EQUAL EQUAL EQUAL 12 EQUALTYPICAL PLANT SPACING VARIES - SEE PLANT LEGEND AND/OR PLANS EDGE OF PLANTING AREA 1. ALL PLANTS SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. 2. AS APPROPRIATE, CENTERLINE OF PLANTS SHALL BE 1/2 OF EQUAL SPACING MINIMUM FROM EDGE OF PLANTING AREA. 3. INFILL PLANTS AS REQUIRED TO MAINTAIN SPACING AT IRREGULAR EDGES. 4. FOR ADDITIONAL INFORMATION REFER TO PLANTING NOTES AND SPECIFICATIONS. GROUNDCOVER SPACING SCALE: N.T.S 1 NOTES: FINISH GRADE 4 ROOTBALL 32 4321 BACKFILL IN ACCORDANCE WITH PROJECT AGRICULTURAL SUITABILITY SOILS REPORT 1. CROWN OF ROOTBALL TO BE 1/2"-1" ABOVE FINISH GRADE. 2. FOR ADDITIONAL INFORMATION REFER TO PLANTING NOTES AND SPECIFICATIONS. A SHALLOW BASIN 2" DEEP SHALL BE FORMED AROUND ROOTBALL BELOW FINISH GRADE ℄

DEPTH OF
CONTAINER 2X DIAMETER OF ROOT BALL SHRUB PLANTING SCALE: 1" = 1'-0" NOTES: 12 12-18'' 2
6'' PREVAILING WINDS 45 34 76 65 FINISH GRADE 7 12-18'' 12" DEPTH OF
CONTAINER MIN. 1 ROOTBALL SCALE: 2 x DIAMETER 3 (DOUBLE STAKE - 15 GAL. & 24" BOX) A SHALLOW BASIN 2'' DEEP SHALL BE FORMED AROUND BALL BELOW FINISH GRADE. TREES PLANTED IN TURF AREAS SHALL NOT HAVE BASINS. BACKFILL IN ACCORDANCE WITH PROJECT AGRICULTURAL SUITABILITY SOILS REPORT CINCH TIE, ARBOR TIE, OR APPROVED EQUAL 10' LODGE POLE STAKE BOTH SIDES, 'TOMAHAWK TREE STABILIZER SYSTEM' (800) 845-3343, OR APPROVED EQUAL TREES INSTALLED WITHIN TURF AREAS SHALL BE INSTALLED WITH 'ARBOR-GARD' OR APPROVED EQUAL AT BASE OF TRUNK. TREE PLANTING N.T.S. 1. CROWN OF ROOTBALL TO BE 1" ABOVE FINISH GRADE. 2. FOR ADDITIONAL INFORMATION REFER TO PLANTING NOTES AND SPECIFICATIONS. ROOTBALL

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION GOBBI STREET UTILITY REPLACEMENT CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 9:11am 210758_IMPR.dwg COVER SHEET 42 42 COVER SHEET
43 NOTES, LEGEND AND ABBREVIATIONS
44 HORIZONTAL CONTROL PLAN
45 TYPICAL ROADWAY SECTIONS
46 TYPICAL ROADWAY SECTIONS
47 TYPICAL ROADWAY SECTIONS
48 TYPICAL ROADWAY SECTIONS
49 PHASE 1 UTILITY PLAN AND PROFILE
50 PHASE 1 UTILITY PLAN AND PROFILE
51 PHASE 1 UTILITY PLAN AND PROFILE
52 PHASE 1 UTILITY PLAN AND PROFILE
53 PHASE 1 UTILITY PLAN AND PROFILE
54 PHASE 1 UTILITY PLAN AND PROFILE
55 PHASE 1 UTILITY PLAN AND PROFILE
56 PHASE 1 UTILITY PLAN AND PROFILE
57 PHASE 1 DEMOLITION PLAN
58 PHASE 1 DEMOLITION PLAN
59 PHASE 1 DEMOLITION PLAN
60 PHASE 1 DEMOLITION PLAN
61 PHASE 2 UTILITY PLAN AND PROFILE
62 PHASE 2 UTILITY PLAN AND PROFILE
63 PHASE 2 UTILITY PLAN AND PROFILE
64 PHASE 2 UTILITY PLAN AND PROFILE
65 PHASE 2 UTILITY PLAN AND PROFILE
66 PHASE 2 UTILITY PLAN AND PROFILE
67 PHASE 2 UTILITY PLAN AND PROFILE
68 PHASE 2 UTILITY PLAN AND PROFILE
69 PHASE 2 DEMOLITION PLAN
70 PHASE 2 DEMOLITION PLAN
71 PHASE 2 DEMOLITION PLAN
72 PHASE 2 DEMOLITION PLAN
73 OVERALL PAVING PLAN
74 OVERALL PAVING PLAN
75 OVERALL PAVING PLAN
76 OVERALL PAVING PLAN
77 OVERALL STRIPING AND SIGNAGE PLAN
78 OVERALL STRIPING AND SIGNAGE PLAN
79 OVERALL STRIPING AND SIGNAGE PLAN
80 OVERALL STRIPING AND SIGNAGE PLAN
81 OVERALL EROSION AND SEDIMENT CONTROL PLAN
82 OVERALL EROSION AND SEDIMENT CONTROL PLAN
83 OVERALL EROSION AND SEDIMENT CONTROL PLAN
84 OVERALL EROSION AND SEDIMENT CONTROL PLAN
85 CURB RAMP GRADING DETAILS
86 CURB RAMP GRADING DETAILS
87 CURB RAMP GRADING DETAILS
88 BIORETENTION GRADING DETAIL
89 RAILROAD CROSSING GRADING DETAIL
90 TRAFFIC SIGNAL INSTALLATION PLAN
91 TRAFFIC SIGNAL SCHEDULES
92 TRAFFIC SIGNAL INTERCONNECT PLAN
93 TRAFFIC SIGNAL INTERCONNECT PLAN
94 CONSTRUCTION DETAILS
95 CITY OF UKIAH STANDARD DETAILS
96 CITY OF UKIAH STANDARD DETAILS

IMPROVEMENT DRAWINGS FOR

UTILITY REPLACEMENT PROJECT

GOBBI STREET

INDEX OF DRAWINGS

VICINITY MAP

KEY MAP
SHEETS 49 & 61
SHEETS 60, 72, 76, 80, 84 S OAK STREET S STATE STREET COURT STREET S MAIN STREET PORZIO LANE MARSHALL STREET VILLAGE CIRCLE RAILROAD WAUGH LANE LESLIE STREET

W GOBBI STREET S ORCHARD AVENUE

E GOBBI STREET
SHEETS 50 & 62
SHEETS 51 & 63
SHEETS 52 & 64
SHEETS 53 & 65
SHEETS 54 & 66 SHEETS 55 & 67 SHEETS 56 & 68
SHEETS 59, 71, 75, 79, 83
SHEETS 58, 70, 74, 78, 82
SHEETS 57, 69, 73, 77, 81
PROJECT SCOPE:

WORK TO BE PERFORMED ON GOBBI STREET IS LOCATED BETWEEN SOUTH DORA STREET AND SOUTH ORCHARD STREET, WITHIN THE CITY OF UKIAH. WORK

GENERALLY CONSISTS OF WATER AND SEWER MAIN REMOVAL AND

REPLACEMENT, WATER AND SEWER SERVICE CONNECTION UPGRADES, CURB RAMP

REPLACEMENT, BULB OUT CONSTRUCTION, BICYCLE LANE STRIPING

IMPROVEMENTS, TRAFFIC SIGNAL INSTALLATION, ROADWAY GRIND AND OVERLAY,

ASPHALT CONCRETE DIGOUTS, MINOR LANDSCAPING IMPROVEMENTS, AND

DEMOLITION AND EXCAVATION OF HARDSCAPE TO SUPPORT THESE IMPROVEMENTS. S DORA STREET

CITY OF UKIAH
CITY CONTRACT NUMBER: 2122-105

CITY OF UKIAH, CALIFORNIA
OCTOBER 2023

SOUTH DORA STREET TO SOUTH ORCHARD AVENUE
10/20/2023

GRADING NOTES

PERFORM GRADING UNDER THE OBSERVATION OF THE GEOTECHNICAL ENGINEER AND IN

ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT PREPARED BY LACO ASSOCIATES, DATED MAY 12, 2022.

UTILITY NOTES

PROVIDE UTILITY TRENCH BACKFILL AND REPAVE TRENCHED AREAS IN ACCORDANCE WITH THE RECOMMENDATIONS OF SECTIONS 6.1 AND 6.2 OF THE GEOTECHNICAL REPORT.

UTILITY TRENCH BACKFILL MATERIAL SHALL BE FREE OF ORGANIC MATERIAL, ROCKS WITH A MAXIMUM DIMENSION GREATER THAN 3-INCHES, AND OTHER DELETERIOUS MATERIAL.

UTILITY TRENCH BACKFILL SHALL HAVE A MAXIMUM LIQUID LIMIT OF 35-PERCENT, A MAXIMUM PLASTICITY INDEX OF 15-PERCENT, AND A FRACTION FINER THAN NO. 200 SIEVE OF BETWEEN 5-PERCENT AND 60-PERCENT. UTILITY TRENCH BACKFILL MATERIAL SHALL BE

OBSERVED AND TESTED BY THE GEOTECHNICAL ENGINEER FOR CONFORMANCE TO THE AFOREMENTIONED CRITERIA. BACKFILL SHOULD BE PLACED IN LIFTS NO THICKER THAN 8-INCHES OF LOOSE THICKNESS, MOISTURE CONDITIONED TO WITHIN 2-PERCENT OF OPTIMUM MOISTURE CONTENT, AND COMPACTED TO AT LEAST 90-PERCENT RELATIVE COMPACTION. THE UPPER 6-INCHES OF SOIL SUBGRADE SHOULD BE COMPACTED TO AT LEAST 95-PERCENT RELATIVE COMPACTION AND BE FIRM AND UNYIELDING.

PROVIDE TRENCHING FOR SANITARY SEWER PIPE IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NUMBER 220.

PROVIDE TRENCHING FOR WATER PIPE IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NUMBER 320.

CONTRACTOR SHALL CONTACT THE CITY OF UKIAH PUBLIC WORKS DEPARTMENT FOR FINAL INSPECTION OF ALL SEWER MAINS AND LATERALS. ALL SEWER MAINS AND LATERALS MUST BE CLEANED & MANDRELED PRIOR TO CITY ACCEPTANCE.

THE CONTRACTOR SHALL CONTACT THE CITY OF UKIAH ELECTRIC DEPARTMENT AT LEAST 48

HOURS IN ADVANCE FOR INSPECTIONS OF ALL CONDUIT, TRENCHING, AND GROUNDING PRIOR TO BACKFILL. NORMAL WORK HOURS ARE MONDAY THROUGH THURSDAY.

CONTRACTOR SHALL PAY ALL OVERTIME PREMIUMS ASSOCIATED WITH INSPECTIONS OUTSIDE OF THE NORMAL WORKDAY/WORKWEEK.

THE CONTRACTOR SHALL HIRE AN INDEPENDENT TELEVISION INSPECTION SERVICE TO

PERFORM A CLOSED-CIRCUIT TELEVISION INSPECTION OF ALL NEWLY CONSTRUCTED SEWERS INCLUDING LATERALS FROM THE MAIN TO THE CLEAN-OUT.

METER BOXES AND VAULTS SHALL BE SET SO THAT THE READING LIDS ARE ALIGNED OVER THE METER REGISTERS AS CLOSELY AS POSSIBLE.

UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROVIDE POLYVINYL CHLORIDE (PVC) C900 PIPE WHERE ANNOTATED AS WATER (W) ON THE CONSTRUCTION DRAWINGS.

UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROVIDE DUCTILE IRON PIPE (DIP) OR SDR26 POLYVINYL CHLORIDE (PVC) PIPE WHERE ANNOTATED AS SANITARY SEWER (SS) ON THE CONSTRUCTION DRAWINGS.

UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL PROVIDE HIGH DENSITY

POLYETHYLENE (HDPE) PIPE OR REINFORCED CONCRETE PIPE (RCP) WHERE ANNOTATED AS STORM DRAIN (SD) ON THE CONSTRUCTION DRAWINGS.

MAPPING NOTES

TOPOGRAPHIC INFORMATION SHOWN HEREON WAS OBTAINED FROM A FIELD SURVEY CONDUCTED BY BKF ENGINEERS IN NOVEMBER 2021 AND SUPPLEMENTED WITH AVAILABLE INFORMATION.

BASIS OF BEARING: BEARINGS ARE BASED UPON THE NORTH AMERICAN DATUM OF 1983 (NAD83) (2011), EPOCH 2017.50, AS PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER, CALIFORNIA STATE PLANE COORDINATE SYSTEM, ZONE 2. DISTANCES ARE GROUND BASED. MULTIPLY BY A COMBINED SCALE FACTOR OF 0.9998913117 TO OBTAIN GRID DISTANCES.

BENCHMARK: MAG NAIL WITH WASHER ON SIDEWALK, LOCATION SHOWN HEREON (SHEET HZ-1), ELEVATION 617.75'. ELEVATIONS ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) ESTABLISHED BY EPOCH 2017.50 ELLIPSOID HEIGHTS AS PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER AND NGS GEOID 18.

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION GOBBI STREET UTILITY REPLACEMENT CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 17, 2023 at 5:57pm 210758_IMPR.dwg NOTES, LEGEND AND ABBREVIATIONS 43 SYMBOLS & LEGEND

EXISTING PROPOSED

BENCHMARK

IRON PIPE

CENTERLINE MONUMENT

BLOW OFF
VALVE

WATER METER

CHECK VALVE

BACKFLOW PREVENTION DEVICE

FIRE DEPARTMENT CONNECTION

FIRE HYDRANT

POST INDICATOR VALVE

REDUCER
RISER

LIGHT POLE

STREET SIGN

TRAFFIC SIGNAL

STREET LIGHT

UTILITY POLE

GUY ANCHOR

CATCH BASIN
TREE

TREE CLUSTER

RIGHT OF WAY

EASEMENT

CENTERLINE

GRADE BREAK

FLOW LINE
FENCE

TREE PROTECTION FENCE

SANITARY SEWER

STORM DRAIN
WATER

OVERHEAD UTILITY LINE

UNDERGROUND UTILITY LINE

UNDERGROUND ELECTRIC LINE

UNDERGROUND GAS LINE

UNDERGROUND TELECOM LINE

UNDERGROUND TV LINE

UNDERGROUND UTILITY JOINT TRENCH

AGGREGATE BASE (TYPICAL SECTIONS AND DETAILS ONLY)

ASPHALT (TYPICAL SECTIONS AND DETAILS ONLY)

ASPHALT PLUG

ASPHALT GRIND & OVERLAY

ASPHALT CONFORM GRIND

ASPHALT DIG-OUT

ASPHALT TRENCH REPAIR

CONCRETE

VEHICULAR CONCRETE

DETECTABLE WARNING

VALLEY GUTTER

BIORETENTION

INVERT AT CLEANOUT

KEYNOTE

DETAIL IDENTIFICATION
SHEET WHERE DETAIL IS SHOWN ± MORE OR LESS

AB AGGREGATE BASE

AC ASPHALT CONCRETE

BEG BEGINNING

BFP BACKFLOW PREVENTER

BLDG BUILDING

BLRD BOLLARD

CATV TV BOX

CB CATCH BASIN
CL2 CLASS II

CO CLEAN OUT

CONC CONCRETE

DI DROP INLET

DIA DIAMETER

DS RAINWATER DOWN SPOUT

DW DRIVEWAY

DYL DOUBLE YELLOW LINE

E ELECTRIC

EG EXISTING GROUND

ELEV ELEVATION

EP EDGE OF PAVEMENT

EX EXISTING

FG FINISHED GRADE G GAS

GI GRATE INLET

HMA HOT MIX ASPHALT

INV BOTTOM INSIDE OF PIPE

LAT LATERAL

LF LINEAR FOOT

LT LEFT

MAX MAXIMUM

MB MAILBOX

MH MANHOLE

MIN MINIMUM

NO NUMBER

NTS NOT TO SCALE

OVH OVERHEAD UTILITY LINE

QTY QUANTITY R RADIUS

RT RIGHT
S= SLOPE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SS SANITARY SEWER

SSCO SANITARY SEWER CLEAN OUT

SSMH SANITARY SEWER MANHOLE

STA STATION

TB TOP OF BOX

TC TOP FACE OF CURB

TEL TELECOMMUNICATION LINE

TF TRANSFORMER

TG TOP OF GRATE

TS TRAFFIC SIGNAL

TV TELEVISION

TW TOP OF WALL

TYP TYPICAL

UB UTILITY BOX

VLT VAULT W WATER

WL WHITE LINE

WM WATER METER

WS WATER SERVICE

ABBREVIATIONS
10/20/2023

SOUTH DORA STREET

COURT STREET

SOUTH OAK STREET

GOBBI STREET

SOUTH STATE STREET SOUTH STATE STREET

SOUTH MAIN STREET MARSHALL STREET VILLAGE CIRCLE RAILROAD PORZIO LANE

GOBBI STREET WAUGH LANE LESLIE STREET

SOUTH ORCHARD AVENUE

GOBBI STREET
COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION GOBBI STREET UTILITY REPLACEMENT CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 17, 2023 at 5:58pm 210758_IMPR.dwg HORIZONTAL CONTROL PLAN 44 MATCHLINE - SEE MIDDLE LEFT MATCHLINE - SEE BOTTOM LEFT MATCHLINE - SEE MIDDLE RIGHT MATCHLINE - SEE TOP RIGHT 10/20/2023

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION GOBBI STREET UTILITY REPLACEMENT CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 17, 2023 at 5:58pm 210758_IMPR.dwg TYPICAL ROADWAY SECTIONS 45 10/20/2023

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION GOBBI STREET UTILITY REPLACEMENT CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 17, 2023 at 5:58pm 210758_IMPR.dwg TYPICAL ROADWAY SECTIONS 46 10/20/2023

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION GOBBI STREET UTILITY REPLACEMENT CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 17, 2023 at 5:58pm 210758_IMPR.dwg TYPICAL ROADWAY SECTIONS 47 10/20/2023

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION GOBBI STREET UTILITY REPLACEMENT CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 3:30pm 210758_IMPR.dwg TYPICAL ROADWAY SECTIONS 48 10/20/2023

COURT STREET

WEST GOBBI STREET

SOUTH DORA STREET
KEYNOTES:

CONTACT THE CITY OF UKIAH PUBLIC WORKS DEPARTMENT TO SCHEDULE A CUT IN 8x8x10-INCH TEE BY CITY FORCES.

CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES A PERMANENT WATER TIGHT SEAL.

GATE VALVE AND VALVE BOX IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 305.
1-INCH WATER SERVICE WITH ¾-INCH WATER METER IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 301. PROVIDE NON-TRAFFIC RATED COVER WITH IRON READER LID.

CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICH

GENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOT IMPEDE DRAINAGE.

CURB, GUTTER, AND SIDEWALK IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 102.

DRIVEWAY SECTION IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 102.

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION GOBBI STREET UTILITY REPLACEMENT CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 3:31pm 210758_IMPR.dwg PHASE 1 UTILITY PLAN AND PROFILE 49 MATCHLINE - SEE SHEET 50 10/20/2023

WEST GOBBI STREET

SOUTH OAK STREET
KEYNOTES:

CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES A PERMANENT WATER TIGHT SEAL.

GATE VALVE AND VALVE BOX IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 305.
1-INCH WATER SERVICE WITH ¾-INCH WATER METER IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 301. PROVIDE NON-TRAFFIC RATED COVER WITH IRON READER LID.

CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICH

GENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOT IMPEDE DRAINAGE.

CURB, GUTTER, AND SIDEWALK IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 102.

DRIVEWAY SECTION IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 102.

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION GOBBI STREET UTILITY REPLACEMENT CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 3:32pm 210758_IMPR.dwg PHASE 1 UTILITY PLAN AND PROFILE 50 MATCHLINE - SEE SHEET 51 MATCHLINE - SEE SHEET 49 10/20/2023

WEST GOBBI STREET EAST GOBBI STREET SOUTH STATE STREET
KEYNOTES:

CONCRETE SIDEWALK IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 102.

ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION.

CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES A PERMANENT WATER TIGHT SEAL.
1-INCH WATER SERVICE WITH ¾-INCH WATER METER IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 301. PROVIDE NON-TRAFFIC RATED COVER WITH IRON READER LID.

CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICH

GENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOT IMPEDE DRAINAGE.

CURB, GUTTER, AND SIDEWALK IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 102.

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION GOBBI STREET UTILITY REPLACEMENT CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 3:34pm 210758_IMPR.dwg PHASE 1 UTILITY PLAN AND PROFILE 51 MATCHLINE - SEE SHEET 52 MATCHLINE - SEE SHEET 50

EXISTING SEWER AND WATER INFRASTRUCTURE IN SOUTH STATE STREET REFLECT

THE THEORETICAL FUTURE CONDITION FOLLOWING CONSTRUCTION OF THE DOWNTOWN STREETSCAPE PROJECT. IMPROVEMENTS ARE SHOWN FOR REFERENCE ONLY. CONTACT THE CITY OF UKIAH FOR AS-BUILT CONDITIONS. 10/20/2023

PORZIO LANE SOUTH MAIN STREET

EAST GOBBI STREET
KEYNOTES:

ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION.

INSTALL 6-INCH FIRE WATER SERVICE, METER, AND UNDERGROUND VAULT SIZED FOR FUTURE 6-INCH DOUBLE CHECK VALVE ASSEMBLY ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 383. CAP WATER SERVICE IN CHECK VALVE VAULT.

FIRE HYDRANT AND LATERAL IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 305.

INSTALL 6-INCH BLIND FLANGE.

CUT AND CAP EXISTING UTILITY IN ACCORDANCE WITH LOCAL REGULATIONS.

CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES A PERMANENT WATER TIGHT SEAL.

GATE VALVE AND VALVE BOX IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 305.
1-INCH WATER SERVICE WITH ¾-INCH WATER METER IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 301. PROVIDE NON-TRAFFIC RATED COVER WITH IRON READER LID.

CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICH

GENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOT IMPEDE DRAINAGE.

CURB, GUTTER, AND SIDEWALK IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 102.

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION GOBBI STREET UTILITY REPLACEMENT CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 3:35pm 210758_IMPR.dwg PHASE 1 UTILITY PLAN AND PROFILE 52 MATCHLINE - SEE SHEET 51 MATCHLINE - SEE SHEET 53 10/20/2023

VILLAGE CIRCLE MARSHALL STREET

EAST GOBBI STREET RAILROAD
COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION GOBBI STREET UTILITY REPLACEMENT CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 3:36pm 210758_IMPR.dwg PHASE 1 UTILITY PLAN AND PROFILE 53 MATCHLINE - SEE SHEET 54 MATCHLINE - SEE SHEET 52 10/20/2023

WAUGH LANE

EAST GOBBI STREET LESLIE STREET
COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION GOBBI STREET UTILITY REPLACEMENT CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 3:36pm 210758_IMPR.dwg PHASE 1 UTILITY PLAN AND PROFILE 54 MATCHLINE - SEE SHEET 55 MATCHLINE - SEE SHEET 53 10/20/2023

EAST GOBBI STREET
COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION GOBBI STREET UTILITY REPLACEMENT CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 3:37pm 210758_IMPR.dwg PHASE 1 UTILITY PLAN AND PROFILE 55 MATCHLINE - SEE SHEET 56 MATCHLINE - SEE SHEET 54 10/20/2023

EAST GOBBI STREET SOUTH ORCHARD AVENUE
COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION GOBBI STREET UTILITY REPLACEMENT CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 3:38pm 210758_IMPR.dwg PHASE 1 UTILITY PLAN AND PROFILE 56 MATCHLINE - SEE SHEET 55 10/20/2023

COURT STREET

WEST GOBBI STREET

SOUTH DORA STREET

WEST GOBBI STREET

SOUTH OAK STREET
KEYNOTES:

CUT AND CAP EXISTING UTILITY IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE EXISTING MATERIAL OR FEATURE TO FACILITATE THE PROPOSED

IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE EXISTING SIDEWALK, CURB AND GUTTER TO THE NEAREST CONTROL

JOINT TO FACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

SAWCUT AND CLEANLY REMOVE EXISTING MATERIAL, OR REMOVE EXISTING

MATERIAL TO THE NEAREST CONTROL JOINT WHERE APPLICABLE, TO

FACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE EXISTING UTILITY TO FACILITATE THE PROPOSED IMPROVEMENTS

AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE EXISTING STRIPING BY SAND BLASTING OR AN EQUIVALENT

METHOD WHICH PERMANENTLY REMOVES THE STRIPING WITHOUT
JEOPARDIZING THE INTEGRITY OF THE EXISTING PAVEMENT.

MONUMENT WILL BE DISTURBED OR REMOVED TO FACILITATE THE PROPOSED IMPROVEMENTS. RETAIN THE SERVICES OF A LICENSED LAND

SURVEYOR TO LOCATE THIS MONUMENT PRIOR TO DISTURBANCE, PROVIDE

PERMANENT WITNESS MONUMENT(S) AND FILE THE APPROPRIATE

DOCUMENTATION, PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771, WITH THE MENDOCINO COUNTY RECORDER ONCE
CONSTRUCTION IS COMPLETE.

EXISTING UTILITY OR FEATURE TO REMAIN. PROTECT IN PLACE.

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION GOBBI STREET UTILITY REPLACEMENT CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 17, 2023 at 6:07pm 210758_IMPR.dwg PHASE 1 DEMOLITION PLAN 57 MATCHLINE - SEE BELOW MATCHLINE - SEE SHEET 58 MATCHLINE - SEE ABOVE 10/20/2023

SOUTH STATE STREET

WEST GOBBI STREET EAST GOBBI STREET SOUTH STATE STREET PORZIO LANE SOUTH MAIN STREET

EAST GOBBI STREET
CUT AND CAP EXISTING UTILITY IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE EXISTING MATERIAL OR FEATURE TO FACILITATE THE PROPOSED

IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE EXISTING SIDEWALK, CURB AND GUTTER TO THE NEAREST CONTROL

JOINT TO FACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

SAWCUT AND CLEANLY REMOVE EXISTING MATERIAL, OR REMOVE EXISTING

MATERIAL TO THE NEAREST CONTROL JOINT WHERE APPLICABLE, TO

FACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE EXISTING UTILITY TO FACILITATE THE PROPOSED IMPROVEMENTS

AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE EXISTING STRIPING BY SAND BLASTING OR AN EQUIVALENT

METHOD WHICH PERMANENTLY REMOVES THE STRIPING WITHOUT
JEOPARDIZING THE INTEGRITY OF THE EXISTING PAVEMENT.

MONUMENT WILL BE DISTURBED OR REMOVED TO FACILITATE THE PROPOSED IMPROVEMENTS. RETAIN THE SERVICES OF A LICENSED LAND

SURVEYOR TO LOCATE THIS MONUMENT PRIOR TO DISTURBANCE, PROVIDE

PERMANENT WITNESS MONUMENT(S) AND FILE THE APPROPRIATE

DOCUMENTATION, PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771, WITH THE MENDOCINO COUNTY RECORDER ONCE
CONSTRUCTION IS COMPLETE.

KEYNOTES:

EXISTING UTILITY OR FEATURE TO REMAIN. PROTECT IN PLACE.

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION GOBBI STREET UTILITY REPLACEMENT CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 17, 2023 at 6:08pm 210758_IMPR.dwg PHASE 1 DEMOLITION PLAN 58 MATCHLINE - SEE BELOW MATCHLINE - SEE ABOVE MATCHLINE - SEE SHEET 57 MATCHLINE - SEE SHEET 59 10/20/2023

VILLAGE CIRCLE MARSHALL STREET

EAST GOBBI STREET RAILROAD WAUGH LANE

EAST GOBBI STREET LESLIE STREET
KEYNOTES: CUT AND CAP EXISTING UTILITY IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE EXISTING MATERIAL OR FEATURE TO FACILITATE THE PROPOSED

IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE EXISTING SIDEWALK, CURB AND GUTTER TO THE NEAREST CONTROL

JOINT TO FACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

SAWCUT AND CLEANLY REMOVE EXISTING MATERIAL, OR REMOVE EXISTING

MATERIAL TO THE NEAREST CONTROL JOINT WHERE APPLICABLE, TO

FACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE EXISTING UTILITY TO FACILITATE THE PROPOSED IMPROVEMENTS

AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE EXISTING STRIPING BY SAND BLASTING OR AN EQUIVALENT

METHOD WHICH PERMANENTLY REMOVES THE STRIPING WITHOUT
JEOPARDIZING THE INTEGRITY OF THE EXISTING PAVEMENT.

MONUMENT WILL BE DISTURBED OR REMOVED TO FACILITATE THE PROPOSED IMPROVEMENTS. RETAIN THE SERVICES OF A LICENSED LAND

SURVEYOR TO LOCATE THIS MONUMENT PRIOR TO DISTURBANCE, PROVIDE

PERMANENT WITNESS MONUMENT(S) AND FILE THE APPROPRIATE

DOCUMENTATION, PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771, WITH THE MENDOCINO COUNTY RECORDER ONCE
CONSTRUCTION IS COMPLETE.

REMOVE, SALVAGE AND RETURN RAILS TO CITY OF UKIAH PUBLIC WORKS DEPARTMENT. CONTRACTOR TO COORDINATE RAIL REMOVAL AND RETURN WITH CITY.

EXISTING UTILITY OR FEATURE TO REMAIN. PROTECT IN PLACE.

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION GOBBI STREET UTILITY REPLACEMENT CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 17, 2023 at 6:09pm 210758_IMPR.dwg PHASE 1 DEMOLITION PLAN 59 MATCHLINE - SEE BELOW MATCHLINE - SEE SHEET 60 MATCHLINE - SEE ABOVE MATCHLINE - SEE SHEET 58 10/20/2023

EAST GOBBI STREET

EAST GOBBI STREET SOUTH ORCHARD AVENUE
KEYNOTES:

REMOVE EXISTING SIDEWALK, CURB AND GUTTER TO THE NEAREST CONTROL

JOINT TO FACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

SAWCUT AND CLEANLY REMOVE EXISTING MATERIAL, OR REMOVE EXISTING

MATERIAL TO THE NEAREST CONTROL JOINT WHERE APPLICABLE, TO

FACILITATE THE PROPOSED IMPROVEMENTS AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE EXISTING UTILITY TO FACILITATE THE PROPOSED IMPROVEMENTS

AND DISPOSE OF UNUSED MATERIAL IN ACCORDANCE WITH LOCAL REGULATIONS.

REMOVE EXISTING STRIPING BY SAND BLASTING OR AN EQUIVALENT

METHOD WHICH PERMANENTLY REMOVES THE STRIPING WITHOUT
JEOPARDIZING THE INTEGRITY OF THE EXISTING PAVEMENT.

MONUMENT WILL BE DISTURBED OR REMOVED TO FACILITATE THE PROPOSED IMPROVEMENTS. RETAIN THE SERVICES OF A LICENSED LAND

SURVEYOR TO LOCATE THIS MONUMENT PRIOR TO DISTURBANCE, PROVIDE

PERMANENT WITNESS MONUMENT(S) AND FILE THE APPROPRIATE

DOCUMENTATION, PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTION 8771, WITH THE MENDOCINO COUNTY RECORDER ONCE
CONSTRUCTION IS COMPLETE.

REMOVE, SALVAGE AND RETURN RAILS TO CITY OF UKIAH PUBLIC WORKS DEPARTMENT. CONTRACTOR TO COORDINATE RAIL REMOVAL AND RETURN WITH CITY.

EXISTING UTILITY OR FEATURE TO REMAIN. PROTECT IN PLACE.

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION GOBBI STREET UTILITY REPLACEMENT CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 17, 2023 at 6:09pm 210758_IMPR.dwg PHASE 1 DEMOLITION PLAN 60 MATCHLINE - SEE BELOW MATCHLINE - SEE ABOVE MATCHLINE - SEE SHEET 59 10/20/2023

COURT STREET

WEST GOBBI STREET

SOUTH DORA STREET
KEYNOTES:

ADJUST EXISTING UTILITY TO FINISHED GROUND SURFACE ELEVATION.

CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES A PERMANENT WATER TIGHT SEAL.

CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICH

GENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOT IMPEDE DRAINAGE.

CURB, GUTTER, AND SIDEWALK IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 102.

SANITARY SEWER MANHOLE WITH TRAFFIC RATED FRAME AND COVER IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWINGS NO. 201 AND 204.

CURB RAMP AND DETECTABLE WARNING SURFACE IN ACCORDANCE WITH SECTION 11B-406 OF THE 2022 CALIFORNIA BUILDING CODE.

POTHOLE TO DETERMINE THE ACTUAL LOCATION, TYPE, SIZE, DEPTH AND

CONFIGURATION OF THE EXISTING UTILITY AND PROVIDE THIS INFORMATION IN WRITING TO THE ENGINEER PRIOR TO PERFORMING WORK IN THIS AREA.

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION GOBBI STREET UTILITY REPLACEMENT CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 3:39pm 210758_IMPR.dwg PHASE 2 UTILITY PLAN AND PROFILE 61 MATCHLINE - SEE SHEET 62 10/20/2023

WEST GOBBI STREET

SOUTH OAK STREET
KEYNOTES:

CONFORM TO EXISTING SURFACE ELEVATION IN A MANNER WHICH

GENERATES A UNIFORM TRANSITION BETWEEN SURFACES AND DOES NOT IMPEDE DRAINAGE.

CURB, GUTTER, AND SIDEWALK IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 102.

CONNECT TO EXISTING UTILITY IN A MANNER WHICH PROVIDES A PERMANENT WATER TIGHT SEAL.

SANITARY SEWER MANHOLE WITH TRAFFIC RATED FRAME AND COVER IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWINGS NO. 201 AND 204.

CURB RAMP AND DETECTABLE WARNING SURFACE IN ACCORDANCE WITH IN WRITING TO THE ENGINEER PRIOR TO PERFORMING WORK IN THIS AREA. SECTION 11B-406 OF THE 2022 CALIFORNIA BUILDING CODE.

SANITARY SEWER CLEANOUT IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWING NO. 203 AND SANITARY SEWER LATERAL AND

CLEANOUT IN ACCORDANCE WITH CITY OF UKIAH STANDARD DRAWINGS NO. 210 AND 213. NEW LATERAL TO MATCH EXISTING LATERAL SIZE. 12x12-INCH STORM DRAIN BLIND CONNECTION.

REMOVE PORTIONS OF EXISTING STRUCTURE TO FACILITATE THE PROPOSED IMPROVEMENTS AND CONNECT TO THE NEW STORM DRAIN. FORM AND FILL

AREA BETWEEN PIPE AND STRUCTURE WITH CONCRETE IN A MANNER WHICH PROVIDES A PERMANENT WATER TIGHT SEAL.

COPYRIGHT © BKF ENGINEERS 2023 143 URBAN CORE REHABILITATION GOBBI STREET UTILITY REPLACEMENT CITY OF UKIAH, MENDOCINO COUNTY, CALIFORNIA C 80868 REBECCA DOWER BKF ENGINEERS 200 4th STREET SUITE 300 SANTA ROSA, CA 95401 (707) 583-8500 www.bkf.com Plot Oct 19, 2023 at 3:41pm 210758_IMPR.dwg PHASE 2 UTILITY PLAN AND PROFILE 62 MATCHLINE - SEE SHEET 63 MATCHLINE - SEE SHEET 61 10/20/2023