Colton City Council
August 5, 2025

57 Endorsements and all attachments thereto, showing such insurance is in full force and effect. The City, its Director’s and officers, employees, agents or representatives are named as Additional Insureds and Provide a Waiver of Subrogation in favor of those parties.

Further, said Certificates(s) and policies of insurance shall contain the covenant of the insurance carrier(s) that shall provide no less than thirty (30) days written notice be given to the City prior to any material modification or cancellation of such insurance. In the event of a material modification or cancellation of coverage, the City may terminate or Stop Work pursuant to the Contract Documents, unless the City receives, prior to such effective date, another properly executed original Certificate of Insurance and original copies of endorsements or certified original policies, including all endorsements and attachments thereto evidencing coverages set forth herein and the insurance required herein is in full force and effect. Contractor shall not take possession, or use the Project site, or commence operations under this Agreement until the City has been furnished original Certificate(s) of Insurance and certified original copies of Endorsements or policies of insurance including all Endorsements and any and all other attachments as required in this Section. The original Endorsements for each policy and the Certificate of Insurance shall be signed by an individual authorized by the insurance carrier to do so on its behalf. c. It is understood and agreed to by the parties hereto and the insurance company(s), that the Certificate(s) of Insurance and policies shall so covenant and shall be construed as primary, and the City’s insurance and/or deductibles and/or self-insured retentions or self-insured programs shall not be construed as contributory.
d. The City reserves the right to adjust the monetary limits of insurance coverage’s during the term of this Contract including any extension thereof-if in the City’s reasonable judgment, the amount or type of insurance carried by the Contractor becomes inadequate. e. Contractor shall pass down the insurance obligations contained herein to all tiers of subcontractors working under this Contract.

ARTICLE 42. TIME FOR COMPLETION AND LIQUIDATED DAMAGES
a. Time for Completion/Liquidated Damages. Work shall be commenced within ten (10) days of the date stated in the City’s Notice to Proceed and shall be completed by Contractor in the time specified in the Contract Documents. The City is under no obligation to consider early completion of the Project; and the Contract completion date shall not be amended by the City’s receipt or acceptance of the Contractor’s proposed earlier completion date.

Furthermore, Contractor shall not, under any circumstances, receive additional compensation from the City (including but not limited to indirect, general, administrative or other forms of overhead costs) for the period between the time of earlier completion proposed by the Contractor and the Contract completion date. If The Work is not completed as stated in the Contract Documents, it is understood that the City will suffer damage. In accordance with Government Code section 53069.85, being impractical and infeasible to determine the amount of actual damage, it is agreed that Contractor shall pay to the City as fixed and liquidated damages, and not as a penalty, the

58 sum stipulated in the Contract for each day of delay until The Work is fully completed.

Contractor and its surety shall be liable for any liquidated damages. Any money due or to become due the Contractor may be retained to cover liquidated damages. b. Inclement Weather. Contractor shall abide the Engineer’s determination of what constitutes inclement weather. Time extensions for inclement weather shall only be granted when the Work stopped during inclement weather is on the critical path of the Project schedule.
c. Extension of Time. Contractor shall not be charged liquidated damages because of any delays in completion of The Work due to unforeseeable causes beyond the control and without the fault or negligence of Contractor (or its subcontractors or suppliers). Contractor shall within five (5) Days of identifying any such delay notify the City in writing of causes of delay. The City shall ascertain the facts and extent of delay and grant extension of time for completing The Work when, in its judgment, the facts justify such an extension. Time extensions to the Project shall be requested by the Contractor as they occur and without delay. No delay claims shall be permitted unless the event or occurrence delays the completion of the Project beyond the Contract completion date. d. No Damages for Reasonable Delay. The City’s liability to Contractor for delays for which the City is responsible shall be limited to only an extension of time unless such delays were unreasonable under the circumstances. In no case shall the City be liable for any costs which are borne by the Contractor in the regular course of business, including, but not limited to, home office overhead and other ongoing costs. Damages caused by unreasonable City delay, including delays caused by items that are the responsibility of the City pursuant to Government Code section 4215, shall be based on actual costs only, no proportions or formulas shall be used to calculate any delay damages.

ARTICLE 43. COST BREAKDOWN AND PERIODIC ESTIMATES
Contractor shall furnish on forms Approved by the City:
a. Within ten (10) Days of award of the Contract a detailed estimate giving a complete breakdown of the Contract price;
b. A monthly itemized estimate of Work done for the purpose of making progress payments.

In order for the City to consider and evaluate each progress payment application, the Contractor shall submit a detailed measurement of Work performed and a progress estimate of the value thereof before the tenth (10th) Day of the following month. c. Contractor shall submit, with each of its payment requests, an adjusted list of actual quantities, verified by the Engineer, for unit price items listed, if any, in the Bid Form. d. Following the City’s Acceptance of the Work, the Contractor shall submit to the City a written statement of the final quantities of unit price items for inclusion in the final payment request.

59 e. The City shall have the right to adjust any estimate of quantity and to subsequently correct any error made in any estimate for payment.

Contractor shall certify under penalty of perjury, that all cost breakdowns and periodic estimates accurately reflect the Work on the Project.

ARTICLE 44. MOBILIZATION
a. When a bid item is included in the Bid Form for mobilization, the costs of Work in advance of construction operations and not directly attributable to any specific bid item will be included in the progress estimate (“Initial Mobilization”). When no bid item is provided for “Initial Mobilization,” payment for such costs will be deemed to be included in the other items of The Work.
b. Payment for Initial Mobilization based on the lump sum provided in the Bid Form, which shall constitute full compensation for all such Work. No payment for Initial Mobilization will be made until all of the listed items have been completed to the satisfaction of the Engineer. The scope of the Work included under Initial Mobilization shall include, but shall not be limited to, the following principal items:

1. Obtaining and paying for all bonds, insurance, and permits.

2. Moving on to the Project site of all Contractor’s plant and equipment required for first month’s operations.

3. Installing temporary construction power, wiring, and lighting facilities.

4. Establishing fire protection system.

5. Developing and installing a construction water supply.

6. Providing and maintaining the field office trailers for the Contractor and the Engineer, complete, with all specified furnishings and utility services including telephones, telephone appurtenances, computer and printer, and copying machine.

7. Providing on-site communication facilities for the Owner and the Engineer, including telephones, radio pagers, and fax machines.

8. Providing on-site sanitary facilities and potable water facilities as specified per CalOSHA and these Contract Documents.

9. Furnishing, installing, and maintaining all storage buildings or sheds required for temporary storage of products, equipment, or materials that have not yet been installed in the Work. All such storage shall meet manufacturer’s specified storage requirements, and the specific provisions of the specifications, including temperature and humidity control, if recommended by the manufacturer, and for all security.

60 10. Arranging for and erection of Contractor’s work and storage yard.

11. Posting all OSHA required notices and establishment of safety programs per CalOSHA.

12. Full-time presence of Contractor’s superintendent at the job site as required herein.

13. Submittal of Construction Schedule as required by the Contract Documents.

ARTICLE 45. PAYMENTS
a. The City shall make monthly progress payments following receipt of undisputed and properly submitted payment requests. Contractor shall be paid a sum equal to ninety percent (90%) of the value of Work performed up to the last day of the previous month, less the aggregate of previous payments.
b. The Contractor shall, after the full completion of The Work, submit a final payment application. All prior progress estimates shall be subject to correction in the final estimate and payment.
c. Unless otherwise required by law, the final payment of ten percent (10%) of the value of the Work, if unencumbered, shall be paid no later than sixty (60) Days after the date of recordation of the Notice of Completion.
d. Acceptance by Contractor of the final payment shall constitute a waiver of all claims against the City arising from this Contract.
e. Payments to the Contractor shall not be construed to be an acceptance of any defective work or improper materials, or to relieve the Contractor of its obligations under the Contract Documents.
f. The Contractor shall submit with each payment request the Contractor’s conditional waiver of lien for the entire amount covered by such payment request, as well as a valid unconditional waiver of lien from the Contractor and all subcontractors and materialmen for all work and materials included in any prior invoices. Waivers of lien shall be in the forms prescribed by California Civil Code Section 3262. Prior to final payment by the City, the Contractor shall submit a final waiver of lien for the Contractor’s work, together with releases of lien from any subcontractor or materialmen.

ARTICLE 46. PAYMENTS WITHHELD AND BACKCHARGES
In addition to amounts which the City may retain under other provisions of the Contract Documents the City may withhold payments due to Contractor as may be necessary to cover:
a. Stop Notice Claims.
b. Defective work not remedied.

61 c. Failure of Contractor to make proper payments to its subcontractors orsuppliers. d. Completion of the Contract if there exists a reasonable doubt that the work can be completed for balance then unpaid.
e. Damage to another contractor or third party.
f. Amounts which may be due the City for claims against Contractor. g. Failure of Contractor to keep the record (“as-built”) drawings up to date. h. Failure to provide updates on the construction schedule. i. Site clean up.
j. Failure of the Contractor to comply with requirements of the Contract Documents. k. Liquated damages.
l. Legally permitted penalties.

Upon completion of the Contract, the City will reduce the final Contract amount to reflect costs charged to the Contractor, backcharges or payments withheld pursuant to the Contract Documents.

ARTICLE 47. CHANGES AND EXTRA WORK
a. Change Order Work.
1) The City, without invalidating the Contract, may order changes in the Work consisting of additions, deletions or other revisions, the Contract amount and Contract time being adjusted accordingly. All such changes in the Work shall be authorized by Change Order, and shall be performed under the applicable conditions of the Contract Documents. A Change Order signed by the Contractor indicates the Contractor's agreement therewith, including any adjustment in the Contract amount or the Contract time, and the full and final settlement of all costs (direct, indirect and overhead) related to the Work authorized by the Change Order. 2) All claims for additional compensation to the Contractor shall be presented in writing before the expense is incurred and will be adjusted as provided herein. No work shall be allowed to lag pending such adjustment, but shall be promptly executed as directed, even if a dispute arises. No claim will be considered after the work in question has been done unless a written contract change order has been issued or a timely written notice of claim has been made by Contractor. Contractor shall not be entitled to claim or bring suit for damages, whether for loss of profits or otherwise, on account of any decrease or omission of any item or portion of Work to be done. Whenever any change is made as provided for

62 herein, such change shall be considered and treated as though originally included in the Contract, and shall be subject to all terms, conditions and provisions of the original Contract.
3) Owner Initiated Change. The Contractor must submit a complete cost proposal, including any change in the Contract time, within seven (7) Days after receipt of a scope of a proposed change order, unless the City requests that proposals be submitted in less than seven (7) Days.
4) Contractor Initiated Change. The Contractor must give written notice of a proposed change order required for compliance with the Contract Documents within seven (7) Days of discovery of the facts giving rise to the proposed change order. 5) Whenever possible, any changes to the Contract amount shall be in a lump sum mutually agreed to by the Contractor and the City.
6) Price quotations from the Contractor shall be accompanied by sufficiently detailed supporting documentation to permit verification by the City. 7) If the Contractor fails to submit the cost proposal within the seven (7) Day period (or as requested), the City has the right to order the Contractor in writing to commence the work immediately on a force account basis and/or issue a lump sum change to the contract price in accordance with the City’s estimate of cost. If the change is issued based on the City estimate, the Contractor will waive its right to dispute the action unless within fifteen (15) Days following completion of the added/deleted work, the Contractor presents written proof that the City’s estimate was in error.
8) Estimates for lump sum quotations and accounting for cost-plus-percentage work shall be limited to direct expenditures necessitated specifically by the subject extra work, and shall be segregated as follows:
(a) Labor. The costs of labor will be the actual cost for wages prevailing locally for each craft or type of worker at the time the extra work is done, plus employer payments of payroll taxes and insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs resulting from Federal, State or local laws, as well as assessment or benefits required by lawful collective bargaining agreements. The use of a labor classification which would increase the extra work cost will not be permitted unless the contractor establishes the necessity for such additional costs. Labor costs for equipment operators and helpers shall be reported only when such costs are not included in the invoice for equipment rental.
(b) Materials. The cost of materials reported shall be at invoice or lowest current price at which such materials are locally available in the quantities involved, plus sales tax, freight and delivery. Materials cost shall be based

63 upon supplier or manufacturer’s invoice. If invoices or other satisfactory evidence of cost are not furnished within fifteen (15) Days of delivery, then the Engineer shall determine the materials cost, at its sole discretion. (c) Tool and Equipment Use. No payment will be made for the use of small tools, tools which have a replacement value of $1,000 or less. Regardless of ownership, the rates to be used in determining equipment use costs shall not exceed listed rates prevailing locally at equipment rental agencies, or distributors, at the time the work is performed.
(d) Overhead, Profit and Other Charges. The mark-up for overhead (including supervision) and profit on work added to the Contract shall be according to the following:
i. “Net Cost” is defined as consisting of costs of labor, materials and tools and equipment only excluding overhead and profit. The costs of applicable insurance and bond premium will be reimbursed to the Contractor and subcontractors at cost only, without mark-up. ii. For Work performed by the Contractor’s forces the added cost for overhead and profit shall not exceed fifteen (15%) percent of the Net Cost of the Work.
iii. For Work performed by a subcontractor, the added cost for overhead and profit shall not exceed fifteen (15%) percent of the Net Cost of the Work to which the Contractor may add five (5%) percent of the subcontractor’s Net Cost.
iv. For Work performed by a sub-subcontractor the added cost for overhead and profit shall not exceed fifteen (15 %) percent of the Net Cost for Work to which the subcontractor and general contractor may each add an additional five (5 %) percent of the Net Cost of the lower tier subcontractor.
iv. No additional mark up will be allowed for lower tier subcontractors, and in no case shall the added cost for overhead and profit payable by City exceed twenty-five (25%) percent of the Net Cost as defined herein.
9) For added or deducted Work by subcontractors, the Contractor shall furnish to the City the subcontractor’s signed detailed estimate of the cost of labor, material and equipment, including the subcontractor markup for overhead and profit. The same requirement shall apply to sub-subcontractors.
10) For added or deducted work furnished by a vendor or supplier, the Contractor shall furnish to the City a detailed estimate or quotation of the cost to the Contractor, signed by such vendor or supplier.

64 11) Any change in The Work involving both additions and deletions shall indicate a net total cost, including subcontracts and materials. Allowance for overhead and profit, as specified herein, shall be applied if the net total cost is an extra; overhead and profit allowances shall not be applied if the net total cost is a credit. The estimated cost of deductions shall be based on labor and material prices on the date the Contract was executed.
12) Contractor shall not reserve a right to assert impact costs, extended job site costs, extended overhead, constructive acceleration and/or actual acceleration beyond what is stated in the change order for work. No claims shall be allowed for impact, extended overhead costs, constructive acceleration and/or actual acceleration due to a multiplicity of changes and/or clarifications. The Contractor may not change or modify the City’s change order form in an attempt to reserve additional rights. 13) If the City disagrees with the proposal submitted by Contractor, it will notify the Contractor and the City will provide its opinion of the appropriate price and/or time extension. If the Contractor agrees with the City, a change order will be issued by the City. If no agreement can be reached, the City shall have the right to issue a unilateral change order setting forth its determination of the reasonable additions or savings in costs and time attributable to the extra or deleted work. Such determination shall become final and binding if the Contractor fails to submit a claim in writing to the City within fifteen (15) Days of the issuance of the unilateral change order, disputing the terms of the unilateral change order. 14) No dispute, disagreement or failure of the parties to reach agreement on the terms of the change order shall relieve the Contractor from the obligation to proceed with performance of the work, including extra work, promptly and expeditiously. 15) Any alterations, extensions of time, extra work or any other changes may be made without securing consent of the Contractor’s surety or sureties.

ARTICLE 48. OCCUPANCY
The City reserves the right to occupy or utilize any portion of The Work at any time before completion, and such occupancy or use shall not constitute Acceptance of any part of Work covered by this Contract. This use shall not relieve the Contractor of its responsibilities under the Contract.

ARTICLE 49. INDEMNIFICATION
Contractor shall defend (with counsel of City’s choosing), indemnify and hold the City, its officials, officers, agents, employees, and representatives free and harmless from any and all claims, demands, causes of action, costs, expenses, liabilities, losses, damages or injuries, in law or equity, regardless of whether the allegations are false, fraudulent, or groundless, to property or persons, including wrongful death, to the extent arising out of or incident to any acts, omissions or willful misconduct of Contractor, its officials, officers, employees, agents, consultants and contractors arising out of or in connection with the performance of the Work or this Contract,

65 including claims made by subcontractors for nonpayment, including without limitation the payment of all consequential damages and attorneys fees and other related costs and expenses.

Contractor shall defend, at Contractor’s own cost, expense and risk, with counsel of City’s choosing, any and all such aforesaid suits, actions or other legal proceedings of every kind that may be brought or instituted against City, its officials, officers, agents, employees and representatives. To the extent of its liability, Contractor shall pay and satisfy any judgment, award or decree that may be rendered against City, its officials, officers, employees, agents, employees and representatives, in any such suit, action or other legal proceeding. Contractor shall reimburse City, its officials, officers, agents, employees and representatives for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. The only limitations on this provision shall be those imposed by Civil Code Section 2782.

ARTICLE 50. RECORD (“AS BUILT”) DRAWINGS
a. Contractor shall prepare and maintain a complete set of record drawings (herein referred to as “as-builts”) and shall require each trade to prepare its own as-builts. The as-builts must show the entire site for each major trade, including but not limited to water, sewer, electrical, data, telephone, cable, fire alarm, gas and plumbing. Contractor shall mark the as-builts to show the actual installation where the installation varies from the Work as originally shown. Contractor shall mark whichever drawings are most capable of showing conditions fully and where shop drawings are used, Contractor must record a crossreference at the corresponding location on the contract drawings. Contractor shall give particular attention to concealed elements that would be difficult to measure and record at a later date. Contractor shall use colors to distinguish variations in separate categories of The Work.
b. Contractor shall note related change order numbers where applicable. Contractor shall organize as-builts into manageable sets, bound with durable paper cover sheets and shall print suitable title, dates and other identification on the cover of each set. Contractor to also provide an electronic version of the as-builts. The suitability of the as-builts will be determined by the Engineer.

ARTICLE 51. RESOLUTION OF CONSTRUCTION CLAIMS
a. In accordance with Public Contract Code Sections 20104 et seq. and other applicable law, public works claims of $375,000 or less which arise between the Contractor and the City shall be resolved under the following the statutory procedure unless the City has elected to resolve the dispute pursuant to Public Contract Code Section 10240 et seq. b. All Claims: All claims shall be submitted in writing and accompanied by substantiating documentation. Claims must be filed on or before the date of final payment unless other notice requirements are provided in the contract. "Claim" means a separate demand by the claimant for (1) a time extension, (2) payment of money or damages arising from work done by or on behalf of the claimant and payment of which is not otherwise expressly provided for or the claimant is not otherwise entitled, or (3) an amount the payment of which is disputed by the City.

66 c. Claims Under $50,000. The City shall respond in writing to the claim within 45 days of receipt of the claim, or, the City may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses or claims the City may have. If additional information is needed thereafter, it shall be provided upon mutual agreement of the City and the claimant. The City's written response shall be submitted 15 days after receiving the additional documentation, or within the same period of time taken by the claimant to produce the additional information, whichever is greater. d. Claims over $50,000 but less than or equal to $375,000. The City shall respond in writing within 60 days of receipt, or, may request in writing within 30 days of receipt of the claim, any additional documents supporting the claim or relating to defenses or claims the City may have against the claimant. If additional information is needed thereafter, it shall be provided pursuant to mutual agreement between the City and the claimant. The City's response shall be submitted within 30 days after receipt of the further documents, or within the same period of time taken by the claimant to produce the additional information or documents, whichever is greater. The Contractor shall make these records and documents available at all reasonable times, without any direct charge. e. The Contractor will submit the claim justification in the following format:
1) Summary of claim merit and price, and Contract clause pursuant to which the claim is made.
2) List of documents relating to claim
(a) Specifications
(b) Drawings
(c) Clarifications (Requests for Information)
(d) Schedules
(e) Other
3) Chronology of events and correspondence
4) Analysis of claim merit
5) Analysis of claim cost
6) Analysis of time impact analysis in CPM format
7) Cover letter and certification of validity of the claim f. If the claimant disputes the City's response, or if the City fails to respond within the statutory time period(s), the claimant may so notify the City within 15 days of the receipt

67 of the response or the failure to respond, and demand an informal conference to meet and confer for settlement. Upon such demand, the City shall schedule a meet and confer conference within 30 Days.
g. If following the meet and confer conference, the claim or any portion thereof remains in dispute, the claimant may file a claim pursuant to Government Code 900 et seq. and Government Code 910 et seq. For purposes of those provisions, the time within which a claim must be filed shall be tolled from the time the claimant submits the written claim until the time the claim is denied, including any time utilized for the meet and confer conference.
h. Submission of a claim, properly certified, with all required supporting documentation, and written rejection or denial of all or part of the claim by City, is a condition precedent to any action, proceeding, litigation, suit, general conditions claim, or demand for arbitration by Contractor.

ARTICLE 52. CITY’S RIGHT TO TERMINATE CONTRACT
a. Termination for Cause: The City may, without prejudice to any other right or remedy, serve written notice upon Contractor of its intention to terminate this Contract if the Contractor: (i) refuses or fails to prosecute The Work or any part thereof with such diligence as will ensure its completion within the time required; (ii) fails to complete The Work within the required time; (iii) should file a bankruptcy petition or be adjudged a bankrupt; (iv) should make a general assignment for the benefit of its creditors; (v) should have a receiver appointed; (vi) should persistently or repeatedly refuse or fail to supply enough properly skilled workers or proper materials to complete the work; (vii) should fail to make prompt payment to subcontractors or for material or labor; (viii) persistently disregard laws, ordinances, other requirements or instructions of the City; or (ix) should violate any of the provisions of the Contract Documents.

The notice of intent to terminate shall contain the reasons for such intention to terminate.

Unless within ten (10) Days after the service of such notice, such condition shall cease or satisfactory arrangements (acceptable to the City) for the required correction are made, this Contract shall be terminated. In such case, Contractor shall not be entitled to receive any further payment until the Project has been finished. The City may take over and complete The Work by any method it may deem appropriate. Contractor and its surety shall be liable to the City for any excess costs or other damages incurred by the City to complete the Project. If the City takes over The Work, the City may, without liability for so doing, take possession of and utilize in completing The Work such materials, appliances, plant, and other property belonging to the Contractor as may be on the Project site. b. Termination For Convenience: The City may terminate performance of The Work in whole or, in part, if the City determines that a termination is in the City's 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

68 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 City, the Contractor shall, regardless of any delay in determining or adjusting any amounts due under this Termination for Convenience clause, immediately proceed with the following obligations:
1) Stop Work as specified in the Notice.
2) Complete any Work specified in the Notice of Termination in a least cost/shortest time manner while still maintaining the quality called for under the Contract Documents.
3) Leave the property upon which the Contractor was working and upon which the facility (or facilities) forming the basis of the Contract Documents is situated in a safe and sanitary manner such that it does not pose any threat to the public health or safety.
4) Terminate all subcontracts to the extent that they relate to the portions of The Work terminated.
5) Place no further subcontracts or orders, except as necessary to complete the remaining portion of The Work.
6) Submit to the City, within ten (10) Days from the effective date of the Notice of Termination, all of the 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: (i) be submitted to and received by the City no later than thirty (30) Days after the Effective Date of the Notice of Termination; (ii) describe the costs incurred with particularity; and (iii) be conspicuously identified as "Termination Costs Occasioned by the City's Termination for Convenience."
7) These provisions are in addition to and not in limitation of any other rights or remedies available to the City.
c. 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.

69 ARTICLE 53. WARRANTY AND GUARANTEE
a. Contractor warrants that all materials and equipment furnished under this Contract shall be new unless otherwise specified in the Contract Documents; and that all Work conforms to the Contract Document requirements and is free of any defect whether performed by the Contractor or any subcontractor or supplier.
b. Unless otherwise stated, all warranty periods shall begin upon the filing of the Notice of Completion. Unless otherwise stated, the warranty period shall be for one year. c. The Contractor shall remedy at its expense any damage to City-owned or controlled real or personal property.
d. Contractor shall furnish the City with all warranty and guarantee documents prior to final Acceptance of the Project by the City.
e. The City shall notify the Contractor, in writing, within a reasonable time after the discovery of any failure, defect, or damage. The Contractor shall within ten (10) Days after being notified commence and perform with due diligence all necessary Work. If the Contractor fails to promptly remedy any defect, or damage; the county shall have the right to replace, repair, or otherwise remedy the defect, or damage at the Contractor’s expense. f. In the event of any emergency constituting an immediate hazard to health, safety, property, or licensees, when caused by Work of the Contractor not in accordance with the Contract requirements, the City may undertake at Contractor’s expense, and without prior notice, all Work necessary to correct such condition.
g. With respect to all warranties, express or implied, from subcontractors, manufacturers, or suppliers for Work performed and Materials furnished under this Contract, the Contractor shall:
1) Obtain for City all warranties that would be given in normal commercial practice; 2) Require all warranties to be executed, in writing, for the benefit of the City; and 3) Enforce all warranties for the benefit of the City, unless otherwise directed in writing by the City.

This Article shall not limit the City’s rights under this Contract or with respect to latent defects, gross mistakes, or fraud. The City specifically reserves all rights related to defective work, including but not limited to the defect claims pursuant to California Code of Civil Procedure Section 337.15.

70 ARTICLE 54. DOCUMENT RETENTION & EXAMINATION
a. In accordance with Government Code Section 8546.7, records of both the City and the Contractor shall be subject to examination and audit by the State Auditor General for a period of three (3) years after final payment.
b. Contractor shall make available to the City any of the Contractor’s other documents related to the Project immediately upon request of the City.
c. In addition to the State Auditor rights above, the City shall have the right to examine and audit all books, estimates, records, contracts, documents, bid documents, subcontracts, and other data of the Contractor (including computations and projections) related to negotiating, pricing, or performing the modification in order to evaluate the accuracy and completeness of the cost or pricing data at no additional cost to the City, for a period of four (4) years after final payment.

ARTICLE 55. SOILS INVESTIGATIONS
When a soils investigation report for the Project site is available, such report shall not be a part of the Contract Documents. Any information obtained from such report as to subsurface soil condition, or to elevations of existing grades or elevations of underlying rock, is approximate only and is not guaranteed. Contractor acknowledges that any soils investigation report (including any borings) was prepared for purposes of design only and Contractor is required to examine the site before submitting its bid and must make whatever tests it deems appropriate to determine the underground condition of the soil.

ARTICLE 56. SEPARATE CONTRACTS
a. The City reserves the right to let other contracts in connection with this Work or on the Project site. Contractor shall permit other contractors reasonable access and storage of their materials and execution of their work and shall properly connect and coordinate its Work with theirs.
b. To ensure proper execution of its subsequent Work, Contractor shall immediately inspect work already in place and shall at once report to the Engineer any problems with the work in place or discrepancies with the Contract Documents.
c. Contractor shall ascertain to its own satisfaction the scope of the Project and nature of any other contracts that have been or may be awarded by the City in prosecution of the Project to the end that Contractor may perform this Contract in the light of such other contracts, if any. Nothing herein contained shall be interpreted as granting to Contractor exclusive occupancy at site of the Project. Contractor shall not cause any unnecessary hindrance or delay to any other contractor working on the Project. If simultaneous execution of any contract for the Project is likely to cause interference with performance of some other contract or contracts, the Engineer shall decide which Contractor shall cease Work temporarily and which contractor shall continue or whether work can be coordinated so that contractors may proceed simultaneously. The City shall not be responsible for any damages suffered or for extra costs incurred by Contractor resulting

71 directly or indirectly from award, performance, or attempted performance of any other contract or contracts on the Project site.

ARTICLE 57. NOTICE AND SERVICE THEREOF
All notices shall be in writing and either served by personal delivery or mailed to the other party as designated in the Bid Forms. Written notice to the Contractor shall be addressed to Contractor’s principal place of business unless Contractor designates another address in writing for service of notice. Notice to City shall be addressed to the City as designated in the Notice Inviting Bids unless City designates another address in writing for service of notice. Notice shall be effective upon receipt or five (5) Days after being sent by first class mail, whichever is earlier. Notice given by facsimile shall not be effective unless acknowledged in writing by the receiving party.

ARTICLE 58. NOTICE OF THIRD PARTY CLAIMS
Pursuant to Public Contract Code Section 9201, the City shall provide Contractor with timely notification of the receipt of any third-party claim relating to the Contract.

ARTICLE 59. STATE LICENSE BOARD NOTICE.

Contractors are required by law to be licensed and regulated by the Contractors’ State License Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within four (4) years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within ten (10) years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors’ State License Board, P.O. Box 26000, Sacramento, California 95826.

ARTICLE 60. INTEGRATION
a. Oral Modifications Ineffective. No oral order, objection, direction, claim or notice by any party or person shall affect or modify any of the terms or obligations contained in the Contract Documents.
b. Contract Documents Represent Entire Contract. The Contract Documents represent the entire agreement of the City and Contractor.

ARTICLE 61. ASSIGNMENT
Contractor shall not assign, transfer, convey, sublet, or otherwise dispose of this Contract or any part thereof including any claims, without prior written consent of the City. Any assignment without the written consent of the City shall be void. Any assignment of money due or to become due under this Contract shall be subject to a prior lien for services rendered or Material supplied for performance of Work called for under the Contract Documents in favor of all persons, firms, or corporations rendering such services or supplying such Materials to the extent that claims are filed pursuant to the Civil Code, the Code of Civil Procedure or the Government Code.

72 ARTICLE 62. CHANGE IN NAME AND NATURE OF CONTRACTOR’SLEGAL ENTITY
Should a change be contemplated in the name or nature of the Contractor’s legal entity, the Contractor shall first notify the City in order that proper steps may be taken to have the change reflected on the Contract.

ARTICLE 63. ASSIGNMENT OF ANTITRUST ACTIONS
Pursuant to Section 7103.5 of the Public Contract Code, in entering into a public works contract or subcontract to supply goods, services, or materials pursuant to a public works contract, Contractor or subcontractor offers and agrees to assign to the City all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (chapter 2 (commencing with Section 16700) of part 2 of division 7 of the Business and Professions Code), arising from the purchase of goods, services, or materials pursuant to this Contract or any subcontract. This assignment shall be made and become effective at the time the City makes final payment to the Contractor, without further acknowledgment by the parties.

ARTICLE 64. PROHIBITED INTERESTS
No City official or representative who is authorized in such capacity and on behalf of the City to negotiate, supervise, make, accept, or approve, or to take part in negotiating, supervising, making, accepting or approving any engineering, inspection, construction or material supply contract or any subcontract in connection with construction of the project, shall be or become directly or indirectly interested financially in the Contract.

ARTICLE 65. LAWS AND REGULATIONS
a. Contractor shall give all notices and comply with all federal, state and local laws, ordinances, rules and regulations bearing on conduct of work as indicated and specified by their terms. References to specific laws, rules or regulations in this Contract are for reference purposes only, and shall not limit or affect the applicability of provisions not specifically mentioned. If Contractor observes that drawings and specifications are at variance therewith, he shall promptly notify the Engineer in writing and any necessary changes shall be adjusted as provided for in this Contract for changes in work. If Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the Engineer, he shall bear all costs arising therefrom.
b. Contractor shall be responsible for familiarity with the Americans with Disabilities Act (“ADA”) (42 U.S.C. § 12101 et seq.). The Work will be performed in compliance with ADA laws, rules and regulations. Contractor shall comply with the Historic Building Code, including, but not limited to, as it relates to the ADA, whenever applicable. c. Contractor acknowledges and understands that, pursuant to Public Contract Code Section 20676, sellers of "mined material" must be on an approved list of sellers published

73 pursuant to Public Resources Code Section 2717(b) in order to supply mined material for this Contract.

ARTICLE 66. PATENT FEES OR ROYALTIES.

The Contractor shall include in its bid amount the patent fees or royalties on any patented article or process furnished or used in the Work. Contractor shall assume all liability and responsibility arising from the use of any patented, or allegedly patented, materials, equipment, devices or processes used in or incorporated with The Work, and shall defend, indemnify and hold harmless the City, its officials, officers, agents, employees and representatives from and against any and all liabilities, demands, claims, damages, losses, costs and expenses, of whatsoever kind or nature, arising from such use.

ARTICLE 67. OWNERSHIP OF DRAWING
All Contract Documents furnished by the City are City property. They are not to be used by Contractor or any subcontractor on other work nor shall Contractor claim any right to such documents. With exception of one complete set of Contract Documents, all documents shall be returned to the City on request at completion of The Work.

ARTICLE 68. NOTICE OF TAXABLE POSSESSORY INTEREST
In accordance with Revenue and Taxation Code Section 107.6, the Contract Documents may create a possessory interest subject to personal property taxation for which Contractor will be responsible.

74 SPECIAL PROVISIONS
Traffic Signal Project: New Signal – Meridian Avenue at San Bernardino Avenue and Olive Street
TRANSPORTATION AND ENERGY SOLUTIONS, INC.
3175 E. Sedona Ct., Suite #6
Ontario, CA 91764, 714) 685-0001

SPECIAL PROVISIONS
Traffic Signal Project: New Signal – Meridian Avenue at San Bernardino Avenue and Olive Street
Project Manager: David E. Nelson
TRANSPORTATION AND ENERGY SOLUTIONS, INC.
3175 E. Sedona Ct., Suite #6
Ontario, CA 91764, 714) 685-0001

Furnish & Install Type 2070 Controller/ Type 332 Cabinet/ Bi Tran 233 Rev. Software The installation and mounting for Controller, Cabinet and Rev. Software shall conform to the provisions in Section 86-1.02Q(3), “Controller Cabinets", of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment to furnish & install type 2070 controller/ type 332 cabinet/ bi tran 2033 rev. software shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Furnish & Install Type III-CF Dual Meter Enclosure
The installation and mounting for Electrical Meter Enclosure shall be Type III-CF and shall conform to the provisions in Section 87-1.03P, “Service Equipment Enclosures”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment to furnish & install type III-CF dual meter enclosure shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

PAYMENT
Payment to install battery backup system shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Furnish & Install (1) 17” x 30” Electric Pull Box/ (1) 3” PVC Service & Riser Conduit with pull rope (per Colton Electric Requirements)
The construction of (1) 17” x 30” Electric Pull Box and (1) 3” PVC Service & Riser Conduit with pull rope shall conform to the provisions with the City of Colton “Electric Requirements” as directed by the Engineer and in conformance with these specifications.

PAYMENT
Payment to furnish & install (1) 17” x 30” electric pull box/ (1) 3” PVC service & riser conduit with pull rope (per Colton Electric Requirements) shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee. 2” Conduit
The installation of 2” Conduit shall conform to the provisions in Section 87-1.03B, “Conduit Installation”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment for 2” conduit shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.
3” Conduit
The installation of 3” Conduit shall conform to the provisions in Section 87-1.03B, “Conduit Installation”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment for 3” conduit shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.
4” Conduit
The installation of 4” Conduit shall conform to the provisions in Section 87-1.03B, “Conduit Installation”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment for 4” conduit shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

No. 5 Pull Box
The construction of No. 5 Pull Box shall conform to the provisions in Section 87-1.03C, “Installation of Pull Boxes”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment for No. 5 pull box shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

No. 6 Pull Box
The construction of No. 6 Pull Box shall conform to the provisions in Section 87-1.03C, “Installation of Pull Boxes”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment for No. 6 pull box shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Emergency Vehicle Detection System
The installation and mounting for Emergency Vehicle Detection System shall conform to the provisions in Section 78-4.08C(2), “Traffic Signal Faces and Fittings”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment for emergency vehicle detection system shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials,

tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Furnish & Install Pedestrian Push Button Post & Foundation The installation and mounting for Pedestrian Push Button Post & Foundation shall conform to the provisions in Section 56-3.02, “Steel Standards, Poles, Pedestals, and Posts”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment to furnish & install pedestrian push button post & foundation shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Furnish & Install Type 1-A Pole & Foundation
The installation and mounting for Type 1-A Pole & Foundation shall conform to the provisions in Section 56-3.02, “Steel Standards, Poles, Pedestals, and Posts”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment to furnish & install type 1-A pole & foundation shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Furnish & Install Type 15TS Pole & Foundation
The installation and mounting for Type 15TS & Foundation shall conform to the provisions in Section 56-3.02, “Steel Standards, Poles, Pedestals, and Posts”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment to furnish & install type 15TS pole & foundation shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these

Special provisions, and as directed by the Engineer or his appointed designee.

Furnish & Install Type 17-2-100 Std. 12’LA & 20’ SA Pole & Foundation The installation and mounting for Type 17-2-100 Std. 12’LA & 20’ SA Pole & Foundation shall conform to the provisions in Section 56-3.02, “Steel Standards, Poles, Pedestals, and Posts”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment to furnish & install type 17-2-100 Std. 12’LA & 20’ SA pole & foundation shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Furnish & Install Type 19-2-100 Std. 12’LA & 35’SA Pole & Foundation The installation and mounting for Type 19-2-100 Std. 12’LA & 35’SA Pole & Foundation shall conform to the provisions in Section 56-3.02, “Steel Standards, Poles, Pedestals, and Posts”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment to furnish & install type 19-2-100 Std. 12’LA & 35’SA pole & foundation shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

165-WATT Light Emitting Diode
The installation and housing for 165-WATT Light Emitting Diode Luminaire shall conform to the provisions in Section 86-1.01C(3), “LED Luminaires”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment for 165 watt light emitting diode luminaire shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee. 3-12”Circle Vehicle Head w/ Mounting & Backplate
The installation of 3-12” Circle Vehicle Head w/ Mounting & Backplate shall conform to the provisions in Section 78-4.08C(2), “Traffic Signal Faces and Fittings”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment for 3-12” circle vehicle head w/ mounting & backplate shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee. 3-12 ”Arrow Vehicle Head w/ Mounting & Backplate
The installation of 3-12” Arrow Vehicle Head w/ Mounting & Backplate shall conform to

the provisions in Section 78-4.08C(2), “Traffic Signal Faces and Fittings”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment for 3-12” arrow vehicle head w/ mounting & backplate shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Pedestrian Signal Face & Mounting
The installation of Pedestrian Signal Face & Mounting shall conform to the provisions in Section 86-1.02S, “Pedestrian Signal Heads”, of the Standard Specifications of Department of Transportation, latest edition. All pedestrian signal face shall be have an interval countdown display and shall conform to the provisions in Section 4E.07, “Countdown Pedestrian Signals”, of the California Manual on Uniform Traffic Control Devices, 2014 edition.

PAYMENT
Payment for pedestrian signal face & mounting shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Pedestrian Push Buttons & Sign
The installation of Pedestrian Push Buttons & Sign shall conform to the provisions in Section 86-

1.02U, “Push Button Assemblies”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment for pedestrian push button & sign shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee. 6’ Internal LED Illuminated Street Name Sign
The installation of 6’ LED Internal Illuminative Street Name Sign shall conform to the provisions in

Section 87-4.02C, “Internally Illuminated Street Name Signs”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment for 6’ internal illuminative street name sign shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Install Type E (circle) Detector Loop Complete
The installation of Type E (circle) Detector Loop Complete shall conform to the provisions in Section 87-1.03V, “Detectors”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment to install type E (circle) detector loop complete shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Wiring
The Wiring installation shall conform to the provisions in the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment for wiring shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Install Sign on Mast Arm
The installation of a Sign on Mast Arm shall conform to the provisions in Section 82-2, “Sign Panels”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment to install sign on mast arm shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Install Sign on Signal Pole
The installation of a Sign on Signal Pole shall conform to the provisions in Section 82-2, “Sign Panels”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment to install sign on signal pole shall be considered as included in the Lump Sum bid for traffic signal and lighting shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Install Sign Panel on Existing Frame
The installation of a Sign Panel on Existing Frame shall conform to the provisions in Section 82-2, “Sign Panels”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment to install sign panel on existing frame shall be considered as included in the Lump Sum bid for signing and striping shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Install Roadside Sign (post assembly per City Std. 123-A) The installation of a Roadside Sign (post assembly per City Std. 123-A) shall conform to the provisions in Section 82-2, “Sign Panels”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment to install roadside sign (post assembly per City std. 123-A) shall be considered as included in the Lump Sum bid for signing and striping shall include full compensation for

furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Remove Sign Panel
The Contactor will be responsible for the removal of a Sign Panel as shown on the plans and as determined by the Engineer or his appointed designee.

It is the responsibility of the Contractor to see that all existing utilities are protected during the removal process. Any additional expenses incurred through error, accident or failure to protect said existing items as previously noted shall be restore and/or replace by the contractor at its own expense.

PAYMENT
Payment to remove sign panel shall be considered as included in the Lump Sum bid for signing and striping shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Remove Roadside Sign
The Contactor will be responsible for the removal of a Roadside Sign as shown on the plans and as determined by the Engineer or his appointed designee.

It is the responsibility of the Contractor to see that all existing utilities are protected during the removal process. Any additional expenses incurred through error, accident or failure to protect said existing items as previously noted shall be restore and/or replace by the contractor at its own expense.

PAYMENT
Payment to remove roadside sign shall be considered as included in the Lump Sum bid for signing and striping shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.
6” Thermoplastic Traffic Stripe (double yellow)
The application of 6” Thermoplastic Traffic Stripe (double yellow) shall conform to the

provisions in Section 84-2, “Traffic Stripes and Pavement Markings”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment for 6” thermoplastic traffic stripe (double yellow) shall be considered as included in the Lump Sum bid for signing and striping shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee. 6” Thermoplastic Traffic Stripe (double yellow w/ RPM’s) The application of 6” Thermoplastic Traffic Stripe (double yellow w/ RPM’s) shall conform to the provisions in Section 84-2, “Traffic Stripes and Pavement Markings”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment for 6” thermoplastic traffic stripe shall be considered as included in the Lump Sum bid for signing and striping shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee. 6” Thermoplastic Traffic Stripe (solid white)
The application of 6” Thermoplastic Traffic Stripe (solid white) shall conform to the provisions in Section 84-2, “Traffic Stripes and Pavement Markings”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment for 6” thermoplastic traffic stripe (solid white)shall be considered asincluded in the Lump Sum bid for signing and striping shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee. 8” Thermoplastic Traffic Stripe (solid white)
The application of 8” Thermoplastic Traffic Stripe (solid white) shall conform to the provisions in Section 84-2, “Traffic Stripes and Pavement Markings”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment for 8” thermoplastic traffic stripe shall be considered as included in the Lump Sum bid for signing and striping shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee. 12” Thermoplastic Solid White Limit Line/ Crosswalk
The application of 12” Thermoplastic Solid White Limit Line/ Crosswalk shall conform to the provisions in Section 84-2, “Traffic Stripes and Pavement Markings” of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment for 12” thermoplastic solid white limit line/ crosswalk shall be considered as included in the Lump Sum bid for signing and striping shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Thermoplastic Pavement Marking
The application of Thermoplastic Pavement Marking shall conform to the provisions in Section 84- 2, “Traffic Stripes and Pavement Markings”, of the Standard Specifications of Department of Transportation, latest edition.

PAYMENT
Payment for thermoplastic pavement marking shall be considered as included in the Lump Sum bid for signing and striping shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Remove Painted Traffic Stripe
The Contactor will be responsible for the removal of Painted Traffic Stripe as shown on the plans and as determined by the Engineer or his appointed designee.

It is the responsibility of the Contractor to see that all existing utilities are protected during the removal process. Any additional expenses incurred through error, accident or failure to protect said existing items as previously noted shall be restore and/or replace by the contractor at its own expense.

PAYMENT
Payment to remove painted traffic stripe shall be considered as included in the Lump Sum bid for signing and striping shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Remove Painted Pavement Marking
The Contactor will be responsible for the removal of Painted Pavement Marking as shown on the plans and as determined by the Engineer or his appointed designee.

It is the responsibility of the Contractor to see that any and all existing utilities are protected during the removal process. Any additional expenses incurred through error, accident or failure to protect said existing items as previously noted shall be restore and/or replace by the contractor at its own expense.

PAYMENT
Payment to remove painted pavement marking shall be considered as included in the Lump Sum bid for signing and striping shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Construct 4’ Wide, 4” P.C.C. Sidewalk and curb from ADA Ramp to Join Existing The construction of a 4’ Wide, 4” P.C.C. Sidewalk and curb from ADA Ramp to Join Existing shall conform to the provisions in Section 303-5, “Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, and Driveways”, of the Standard Specifications of Public Works Construction, 2021 edition.

PAYMENT
Payment to construct 4’ wide, 4” P.C.C. sidewalk from ADA ramp to join existing shall be considered as included in the Construction of ADA ramps line item and all necessary work shown shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Construct ADA Curb Ramp per SPPWC STD
The construction of ADA Curb Ramp shall conform to the provisions in Section 303-5, “Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, and Driveways”, of the Standard Specifications of Public Works Construction, 2021 edition and City of Colton Standard 120, as directed by the Engineer and in conformance with these specifications.

PAYMENT
Payment to construct ADA curb ramp shall be considered as included in the construction of ADA ramps line item and all necessary work shown shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Construct Spandrel per SPPWC STD
The construction of spandrel shall conform to the provisions in Section 303-5, “Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, and Driveways”, of the Standard Specifications of Public Works Construction, 2021 edition and as directed by the Engineer and in conformance with these specifications.

PAYMENT
Payment to construct spandrel shall be considered as included in the construction of ADA ramps and all necessary work shown shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Remove & Construct New ADA Curb Ramp (detail shown on plan) The Contactor will be responsible for the removal & construction of a New ADA Curb Ramp as shown on the plans and as determined by the Engineer or his appointed designee.

It is the responsibility of the Contractor to see that any and all existing utilities are protected during the removal process. Any additional expenses incurred through error, accident or failure to protect said existing items as previously noted shall be restore and/or replace by the contractor at its own expense.

The construction of a New Curb Ramp shall conform to the provisions in Section 303-5, “Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections, Access Ramps, and Driveways”, of the Standard Specifications of Public Works Construction, 2021 edition.

PAYMENT
Payment to remove & construct new ADA curb ramp (detail shown on plan) shall be considered as included in the construction of ADA ramps and all necessary work shown shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all

the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Temporary Traffic Control
Temporary Traffic Control shall conform to the provisions in Section 601, “Temporary Traffic Control for Construction and Maintenance Work Zones”, of the Standard Specifications of Public Works Construction, 2021 edition.

The Contractor shall submit a detailed traffic control plan detailing the delineation, temporary signing and striping and protective measures to be undertaken, for CITY, and if required, other agencies’ approval.

PAYMENT
Payment for temporary traffic control will be measured by Lump Sum as specified on the bid schedule and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

Mobilization
Mobilization shall conform to the provisions in Section 7-3.4, “Mobilization”, of the Standard Specifications of Public Works Construction, 2021 edition.

PAYMENT
Payment for mobilization will be measured by Lump Sum as specified on the bid schedule and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work necessary as specified in the Contract Documents and Specifications, Standard Drawings, supplemental details, these Special provisions, and as directed by the Engineer or his appointed designee.

INSTALLATION OF TRAFFIC SIGNAL & SAFETY LIGHTING.

All equipment, materials, and components for traffic signal and safety lighting systems and the installation thereof, shall conform to the CALTRANS Standard Plans and Standard Specifications, Section 86, “SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS, latest edition, except as noted in these Special Provisions and on the Plans. These plans and specifications are herein after referred to as State Standard Plans and State Standard Specifications. Copies of these documents are available from CALTRANS at 1900 Royal Oaks Drive, Sacramento, CA 95819, (916) 445-3520.

The following Special Provisions are supplementary and additive to the provisions of the State Standard Specifications, are only called out if elaborations, amendments, specifying of options, or additions are required.
§ 01 GENERAL
Equipment List and Drawings
Replace the words “15 days” in the first sentence of the first paragraph with “10 working days.” The following paragraphs shall be added at the end of the second paragraph:
“The controller cabinet schematic and intersection and phasing plan shall be combined into one drawing, so that, when standing in front of the cabinet with the drawing, the drawing is oriented with the intersection.” The following paragraphs shall be added at the end of the subsection:

Manuals to be furnished shall be furnished in the following numbers when the controller assemblies are delivered:

1. One manual per item per assembly to be stored in the cabinet pouch.

2. Two manuals per item to be delivered to the Engineer prior to testing.

The maintenance manual and operation manual may be combined. The maintenance manuals or combined maintenance and operation manuals shall be submitted at the time each controller assembly is delivered for testing or if ordered by the Engineer, previous to purchase.

The maintenance manual shall include, but need not be limited to, the following items:
a. Specifications
b. Design Characteristics
c. General operation theory
d. Function of all controls
e. Trouble shooting procedure (diagnostic routine)

f. Block circuit diagram
g. Geographical layout of components
h. Schematic diagrams
i. List of replaceable component parts with stock numbers § 02 Warranties, Guarantees and Instruction Sheets
The following paragraph shall be added at the end of the subsection:
“The traffic signal and highway safety lighting systems shall be guaranteed for a period of one year.” § 03 MATERIALS AND INSTALLATION
Foundations
The following paragraph shall be added following paragraph one:
“The exact location of all foundations for signal equipment and the controller cabinet shall be approved by the Engineer prior to the start of any excavation work. In the event that roadway and intersection modifications by others are not completed, the Contractor shall install foundations (and all other related items) at locations set back from the roadway where designated by the Engineer. The completed intersection and traffic signals shall appear as shown on the plans.”
The first sentence of the eighth paragraph is amended to read:
“Anchor bolts or studs and nuts, except for Type 30 and Type 31 lighting standards, shall conform to the specifications of ASTM Designation: A307. Headed anchor bolts for foundations shall conform to the specifications of ASTM Designation: A307, Grade B with S1 supplementary requirements. At the option of the Contractor, non-headed anchor bolts for foundations shall conform either to the specifications of ASTM Designation: A307, Grade C or to the provisions in AASHTO Designation: M314, Grade 36 or 55 with S1 supplementary requirements. When non-headed anchor bolts conforming to the specifications of ASTM Designation: A307, Grade C are furnished, the end of each fabricated anchor bolts shall be either coded by end stamping as required in ASTM Designation: A307 or, the end that projects from the concrete shall be permanently coded with a green color by the manufacturer.

Steel Standards, Poles, Pedestals, and Posts
Standards, steel pedestals, and posts shall conform to the provisions in Section 56-3.02, "Steel Standards, Poles, Pedestals, and Posts", of the Standard Specifications and these Special Provisions.

Signal mast arms shall be installed in accordance with the "Signal Arm Connection Details" of the Standard Plans unless specified otherwise on the plans.

If required by the serving electric utility, and confirmed by the Engineer, State Certified Electric Workers shall be utilized for the installation of standards, steel pedestals, and posts in accordance with State of California High Voltage Safety Orders.

The following paragraphs shall be added before paragraph one of the subsections:

Standards, steel pedestals and posts shall not be erected or installed until the service enclosure is installed, metered and energized, and the controller cabinet wired, controller test period completed and passed, and the controller assembly installed and loops, conduits, pull boxes, and other underground installation complete and in place; and signal faces, push buttons, signs, luminaires, and other materials required to complete the installation in its entirety have been inspected, passed inspection, and are in the Contractor’s possession and are available for immediate installation.

Conduit
Materials. Conduit shall be hot-dipped galvanized rigid steel conduit with metallic fittings and insulated bonded bushings.

Conduit shall conform to the provisions in Section 86-1.02B, "Conduit and Accessories" and Section 8-1.03B, “Conduit Installation”, of the Standard Specifications and these Special Provisions.

Conduits shall be Type 3, Schedule 80 Polyvinyl Chloride (PVC) conforming to requirements in UL Publication 651 for Rigid Non-Metallic Conduit, for underground installation only.

Conduit depth shall not exceed 60 inches below finish grade.

Conduit size shall be 2" minimum unless otherwise specified on the plans or in the Special Provisions. New conduit shall not pass through foundations or standards.

Conduits for traffic signal interconnect cable shall be minimum of 3-inch Schedule 80 PVC, unless otherwise noted on the plans.

All conduit bends shall be factory bends. Conduit bend radius for signal interconnect conduits shall be 3 feet minimum.

A pull rope and a bare #12 AWG wire shall be installed in conduits intended for future use.

Bell bushing is required for all conduit ends. After conductors have been installed, the ends of conduits terminating in pull boxes and controller cabinets shall be sealed with sealing compound approved by the Engineer.

Installation. The following paragraphs shall be added at the end of the subsection:

If delay to any vehicle will not exceed 5 minutes, conduit may be installed by the “Trenching in Pavement Method”; however, the conduit shall be hot-dipped galvanized rigid steel conduit. The resulting trench shall be backfilled with 200-E-200 concrete per the Standard Specifications to 1 inch lower than the bottom of the existing AC pavement.

Conduit runs shown on the plans to be located behind curbs may be installed in the street, within 2 feet of and parallel to the face of the curb, by the trenching in pavement method described in said Section 86- 1.02B. All pull boxes shall be located behind the curb or at the locations shown on the plans.

After conductors have been installed, the end of the conduits terminating in pull boxes and controller cabinets shall be sealed with an approved type of sealing compound. 77

Pull Boxes
Pull boxes shall conform to the provisions in Section 86-1.02C, "Pull Boxes", of the Standard Specifications and these Special Provisions.

Traffic pull boxes shall conform to the provisions in Section 86-1.02C(3), "Traffic Pull Boxes", of the Standard Specifications and these Special Provisions.

Pull box covers shall be marked in accordance with Standard Plans ES-8. Pull box covers shall not be marked "Caltrans" except for projects on State of California right of way. Pull boxes lids for traffic signal systems shall read “TRAFFIC SIGNALS”. Pull boxes for signal interconnect shall read “INTERCONNECT” Lids shall be Christy’s Fibrelyte lid or equivalent.

Traffic signal interconnect pull boxes shall be No. 6 with 45 degree UL approved elbows (conduit) entering the pull boxes.

Pull boxes shall be placed with their tops flush with surrounding finish grade or as directed by the Engineer.

Traffic signal pull boxes shall be installed behind the curb or as shown on the plans and shall be spaced at no more than 200 ft intervals. The exact locations shall be determined by the Engineer.

Pull boxes shall not be located in or within 1 foot of any accessible ramps or driveways.

Materials. Recesses for suspension of ballasts will not be required.

Cover Marking. Covers shall only read “TRAFFIC SIGNALS”, “STREET LIGHTING” or as directed by the Engineer. Broken and non-conforming covers shall be replaced.

Installation and Use. Existing pull boxes not to be reused including those formally for lighting ballasts, shall be salvaged. Pull boxes shall be installed in P.C.C. sidewalk adjacent to the pole, cabinet or equipment they serve.

Conductors
Conductors shall conform to the provisions in Section 86-1.02F(2), "Conductors", of the Standard Specifications and these Special Provisions.

Signal cable conductors shall conform to the provisions in Section 87-1.03F(2)(c)(iii), “Conductors Signal Cable”, of the Standard Specifications and these Special Provisions Signal Cable. The Contractor shall install signal cable conforming to this subsection in lieu of individual conductors; however, no fewer conductors shall be installed than the quantity of conductors shown on the Plans in the Conductor Schedule.

Signal cable shall be installed continuously without splicing from the controller cabinet to each traffic signal pole. Traffic signal conductors, multiple circuit conductors, and signal cable conductors shall not be spliced unless shown otherwise on the plans.

Wiring
All wiring and equipment shall be marked (tagged) within the controller cabinet for phase identification.

Circuitry. The following paragraph shall be added following paragraph one:

All signal and lighting systems to be modified shall be completely rewired, except as indicated on the plans.

Existing conductors, not to be reused, shall be removed and disposed of by the Contractor.

Splicing. Delete Locations No. 2,4, and 5.

Splice Installation. Splices, where allowed,shall be Type C insulated by Method B as shown on State Standard Plan ES-13 or, at the Contractors option, splices of conductors shall be insulated with heat-shrink tubing of the appropriate size after thoroughly painting the spliced conductors with electrical insulating coating.

The Contractor shall provide the Engineer a Certificate of Compliance from the manufacturer in accordance with the provisions of Section 6-2.03C, “Certificates of Compliance,” of the Standard Specifications for all conductors and cables furnished for the project.

Service
Service shall conform to the provisions in Section 86-1.02P(2), "Service Equipment Enclosures", of the Standard Specifications and these Special Provisions.

Service equipment enclosure shall be Type III-BF, as shown on the Revised Standard Plans, ES-2E, and shall conform to the following:

1. 120 / 240 volt, single-meter service unless otherwise shown on the plans.

2. Circuit breakersrequired:

Metered:
1 - 100 Amp, 2 pole (Main CB)
1 - 50 Amp, 1 pole (Signal CB)
1 - 15 Amp, 1 pole (Video Detection Camera CB)
1 - 15 Amp, 1 pole (IISNS CB)
1 - 15 Amp, 1 pole (PEC CB)
Unmetered:
1 - 100 Amp, 2 pole (Main CB)
1 - 30 Amp, 1 pole (Lighting CB)
1 - 15 Amp, 1 pole (PEC CB)
1 - 20 Amp 1 pole (for each beacon, if applicable)

3. Cabinet shall be fabricated from aluminum sheeting and finish shall be anodic coating in accordance with Section 87-1.03Q "Cabinet".

4. Circuit breakers shall be marked with identifying labels for each circuit breaker.

Type V photoelectric control contactor and test switch assembly shall be installed in the service cabinet.

Photoelectric control contactors shall be as follows:

Luminaires - 60 Amp electrically held contact
Street name signs - 30 Amp electrically held contact
A GFCI outlet shall be installed on the interior side of service cabinet door.

Photo Electric Control assembly shall be installed within the circuit breaker compartment of the service equipment enclosure, and accessible to the City after installation of electrical meter.

Direct burial service conductors shall not be approved.

The Contractor shall be responsible for contacting the Colton Electric utility; arranging and providing for the electrical service connection; and ensuring that adequate notice is provided to the serving electric company in advance of need. The City of Colton will pay all fees required for the service connection.

The service equipment enclosure shall be separated from the controller by a minimum of 15 feet and separated from all utility poles by a minimum of 10 feet, unless otherwise directed by the Engineer.

Continuous welding of exterior seams in service equipment enclosures is not required.

Type Ill service equipment enclosure shall be the aluminum type.

All overlapping exterior seams and doors shall meet the requirements for Type 3R enclosures specified in the NEMA Enclosure Standards.

All multiple pole circuit breakers shall be the internal trip type.

On Standard Plan ES-2E, the table entitled “Type Ill-BF Service (120/240V) Equipment Legend,” is revised as follows:

Item No. 14, the component is revised to read “30A, 240V, 2P, CB” and the Name Plate Description is revised to read “Sign Illumination.”
Item No. 15, the component is revised to read “100A, 240V, 1P, CB.” One circuit breaker is required.

Item No. 17, the component is revised to read “50A, 120V, 1P, CB.” For Pedestrian Crossing Signal.

Contractor shall arrange with service utility to complete service connection. Such request shall be submitted not less than 15 days before service connections are required.

Electrical service equipment installation, modifications and conduit run details shall be as specified by the serving utility company, and written proof of their approval by the utility shall be submitted to the Engineer prior to installation. The Contractor shall be responsible for all service details, expenses and scheduling far in advance of need, Breakers shall have a minimum interrupting capacity of 10,000 amperes.

Testing
All references to State testing facilities or laboratories shall be interpreted as the City designated testing facility.

The Engineer shall be notified at least 48 hours prior to the intended “turn-on” and beginning of functional test.

Turn-on of the new controller and the new traffic signal system shall not be on, nor shall the five (5) day functional test start on a Friday, Saturday, and Sunday, City holiday or any day preceding a City holiday.

Initial turn-on shall be scheduled between 9:00 a.m. and 2:00 p.m.

The Contractor shall arrange to have a signal technician qualified to work on the controller and employed by the controller manufacturer or his representative, present at the time the equipment is turned on, during the first day of the functional test and upon completion of field installation. Said technician shall be qualified to input the initial timing for the signal operation. Signal timing plans (AM, PM, Off Peak), including timing for each of the two intersections and coordination timing between the intersections, shall be furnished by the City Engineer, then installed by the Contractor. The signal technician shall be available to provide minor modifications to the timing input as directed by the Engineer.

Section 87-21.03B, “Maintaining Existing Electrical Systems,” of the Standard Specifications is amended to read:

During the test period the Contractor shall maintain the system or systems. Costs for electrical energy will be paid for by the City. The cost of any maintenance necessary except electrical energy shall be at the Contractor’s expense.

Prior to turn-on, all equipment as shown on the plans shall be installed and operable. All louvers, hoods and signal heads shall be directed to provide proper visibility. All signs, striping and pavement markings as required on the plans shall be in place prior to turn-on.

Painting
The following paragraph shall be added at the end of the subsection:
“All paint shall be furnished by the Contractor. Exterior surfaces of controller assemblies and service enclosures shall not be painted. Interior surface shall be painted white. “ § 04 CONTROLLER ASSEMBLIES
Controller Assembly
Controller assembly shall conform to the provisions in Section 86-1.02Q(3), “Controller Cabinets", of the Standard Specifications and these Special Provisions
The following paragraphs shall be added at the end of the subsection:

Controller assemblies shall be Model 2070.

Controller assembly shall consist of the additional features:
• Model 332A controller cabinet:
o Anodic coating for both interior and exterior finish
o A Corbin No. 2 door lock
• An interior fluorescent lamp with an on/off switch and a door switch that will automatically turn on the lamp when cabinet door is opened
• An interior thermostatically controlled, 120-volt electric fan with ball or roller bearing that has capacity rating of 100 cubic feet per minute minimum
• A pullout shelf/drawer assembly made of aluminum with telescoping drawer guides for full extension installed below the local controller unit. The top shall have a non-slip plastic laminate permanently attached. The non-slip laminate shall not be attached with silicon adhesive. • Load Switches:

Switching circuit shall be contained in a replacement module (cube type) sealed in epoxy and rated at 15 amperes load (25 Amp triac). Pin 11 on all load switch sockets shall be wired to AC. Input and output indicators shall be installed on all load switches.

All load switch sockets shall have individual wire terminals. Printed circuit boards will not be allowed. • Flasher units:

Switching circuit shall be contained in a replacement module (cube type) sealed in epoxy and rated at 15 amperes load (25 Amps triac).
• Conflict monitor shall be EDI Model 2010ECL or equivalent with a red monitor assembly circuit board

and capable of monitoring green, amber and red indications • Loop detector sensor unit shall be Model 222:
o Detector unit shall have delay timers adjustable from zero to a minimum of 30 seconds and extension timers adjustable from zero to a minimum of 7 seconds.
o Delay timers shall delay calls only during display of the associated red or yellow indications. If a vehicle departs the area of detection prior to expiration of the assigned delay period, the timer shall reset and no call shall be placed upon the controller. During display of the associated green indication, detectors shall operate in the present mode and calls shall not be delayed. • Power Distribution Assembly shall be Model PDA-2.
• A twelve-position interconnect terminal strip.

The controller unit and controller cabinet shall be manufactured and furnished by the same manufacturer to form a complete functional controller system capable of providing the traffic signal operation specified. All traffic control equipment to be furnished shall be currently acceptable to CALTRANS laboratory in Sacramento, CA, and listed on the Department of Transportation Qualified Products List. The current list can found at the following Caltrans internet web address:
http://www.dot.ca.gov/hq/traffops/elecsys/QPL.htm
The controller unit and controller cabinet manufacturer or supplier shall perform operational and functional testing of the supplied controller assembly and additional supplied equipment in accordance with the State of California Department of Transportation’s Transportation Electrical Equipment specifications (TEES), and a Certificate of Compliance shall be issued for each successfully tested controller assembly and additional supplied equipment.

The Contractor shall modify traffic signal controller assembly if necessary and provide any necessary auxiliary equipment and cabling to achieve the intended traffic signal operation as shown on the plans. The Contractor shall make all field wiring connections to the terminal blocks inside the controller cabinet.

The Contractor shall have a technician who is qualified to work on the controller assembly from the controller manufacturer or their representative to install the program module and program the signal controller in accordance with City provided signal timing sheets, and to be present when the equipment is turned on.

Model 2070 Controller Assemblies
Model 2070 controller assembly and Model 332 cabinet shall be furnished by the Contractor.

The software program shall be furnished by the Contractor and shall be BI Tran System’s Program 2033REV3 software.

Four (4) complete cabinet wiring diagrams shall be furnished by the Contractor. The controller assembly shall be furnished with all necessary equipment for 8-phase and interconnect operations.

Controller cabinet shall be aluminum.

Contractor shall furnish and install a traffic counting system in the Model 332 controller cabinet and make

connections to the controller. System shall be Model TLS-1, Traffic Logging System as manufactured by Intersection Development Corporation. System shall include all hardware, cables, microprocessor, software, and installation thereof in accordance with manufacturer’s recommendations.

Contractor shall coordinate with the phone company for phone drop and phone number on behalf of the City and assure that the City provides a service contract through the City’s Public Works Department. § 05 TRAFFIC SIGNAL FACES AND FITTINGS
Vehicle Signal Faces
New signal sections shall be metal with metal visors.

Optical Units. Red, Green and Yellow Optical units shall be illuminated using LED heads by FLUORESCO or approved equal. The Contractor shall furnish and install Duro Test brand traffic signal lamps of the appropriate voltage and lumen output for all other optical units.

Vehicle Signal Assemblies
Vehicle signal assemblies and auxiliary equipment shall conform to the provisions in Section 86-1.02R "Signal Heads", of the Standard Specifications and these Special Provisions.

Programmed visibility traffic signal heads shall conform to the provisions in Section 86-1.02R(4)(b)(ii), "Programmed Visibility Vehicle Signal Sections", of the Standard Specifications and these Special Provisions.

Signal section housing, backplates and visors shall be metal type. Backplates shall be non-louvered. Visors shall be the “full-circle” type, unless otherwise specified. Top opening of signal heads shall be sealed with neoprene gaskets.

Signal Mounting Assemblies, Backplates, Signal Sections and Housings shall be made from the same manufacturer and the section assemblies shall be uniform in appearance and alignment.

All vehicle signal indications shall be 12-inch diameter Light Emitting Diode (LED) modules in accordance with the following:

1. All circular LED modules shall comply with Institute of Transportation Engineers (ITE) Vehicle Traffic Control Signal Heads (VETCH) - LED Circular Supplement, Adopted June 27, 2005.

2. All arrow LED modules shall comply with ITE VETCH - LED Vehicle Arrow Traffic Signal Supplement, Adopted July 1, 2007.

3. All modules shall fit in existing signal housings without the use of special tools.

4. All modules shall be certified in the Intertek LED Traffic Signal Modules Certification Program and be labeled with the ETL Verified Label as follows:

5. Luminous intensity requirements of the VTCSH must be met across the entire temperature range from -40°C to + 74°C, (-40°F to +165°F).

6. The following cable colors shall be used for the AC power leads on all modules: white for common, red for the red module line, yellow for the yellow module line, and brown for the green module line.

7. The AC power leads shall exit the module via a rubber grommet strain relief, and shall be terminated with quick connect terminals with spade tab adapters. The leads shall be separate at the point at which they leave the module.

8. All external wiring used in the module shall be anti-capillary type cable to prevent the wicking of moisture to the interior of the module.

9. All power supplies shall be coated for additional moisture and thermal protection.

10. The module shall have an incandescent, non-pixilated appearance when illuminated.

11. Nominal power usage is measured at 25o C, 120 VAC. For the 8” modules, it shall not exceed 8 watts for Red, 8 watts for Yellow, and 8 watts for Green modules. For the 12” modules, it shall not exceed 10 watts for Red, 19 watts for Yellow, and 11 wattsfor Green modules. For the arrows, it shall not exceed 6 wattsfor any color.

12. All modules shall use LEDs that have been manufactured with materials that have industry acceptance as being suitable for uses in outdoor applications. At no time is the use of LEDs that utilize AlGaAs technology acceptable.

13. The external lens shall have a smooth outer surface to prevent the buildup of dirt & dust and shall be designed to minimize the potential for sun phantom signals.

14. The module lens material must be tinted for bids that require tinted lens. A tinted transparent film or coating is not permitted. Individual bids may require clear, non-tinted lenses.

15. A module shall be sealed against dust and moisture intrusion, including rain and blowing rain per Mil-Std810F Method 506.4, Procedure 1.

16. Arrow modules shall be clearly marked with the phrase “Suitable for mounting in any orientation”.

17. Modules shall be repaired or replaced if the module fails to function as intended due to workmanship or material defects within warranty period.

18. Modules shall be repaired or replaced if the module exhibit luminous intensities less than the minimum specified values within 60 months of the date of delivery.

19. The Manufacturer shall clearly disclose the country in which the factory of module origin is located, the name of the company or organization that owns the factory including all of its parent companies and/or organizations, and their respective country of corporate citizenship.

Pedestrian Signal Assemblies
Pedestrian signals shall conform to the provisions in Section 86-1.02S, "Pedestrian Signal Heads", of the Standard Specifications and these Special Provisions.

Pedestrian signals shall be provided with a polycarbonate egg crate or Z-crate screen.

Pedestrian Signal Mounting Assemblies and Pedestrian Signal Housings shall be made from the same manufacturer and the section assemblies shall be uniform in appearance and alignment.

Pedestrian signal indications shall utilize light emitting diode signal modules in accordance to the following:

1. It shall comply with ITE specification: Pedestrian Traffic Control Signal Indications (PTCSI) Part 2: LED Pedestrian Traffic Signal Modules, Adopted March 19, 2004.

2. All modules shall fit in existing signal housings without the use of special tools.

3. All modules shall be certified in the Intertek LED Traffic Signal Modules Certification Program and be labeled with the ETL Verified Label as follows:

The PTCSI does not cover the countdown features of countdown pedestrian signal LED modules. The countdown features shall incorporate the following:

1. Fully compliant to NEMA TS-1, NEMA TS-2, Type 170, and Type 2070 traffic signal controller specifications.

2. The countdown portion of the pedestrian (ped) module shall have a high off-state input impedance so as not to provide a load indication to conflict monitors and interfere with the monitoring of the pedestrian signal.

The input impedance of the countdown circuitry shall maintain a voltage reading above 25 VAC to the conflict monitor for up to four units connected on the same channel.

3. The countdown drive circuitry shall not be damaged when subjected to defective load switches providing a half wave signal input.

4. The countdown ped module shall have an internal conflict monitor circuit preventing any possible conflicts between the Hand, Person, and Countdown signal indications. It shall be impossible for the display to countdown during a solid Hand indication.

5. Per CA MUTCD Manual 2014 edition, section 4E.07: “The countdown pedestrian signal shall display the number of seconds remaining until the termination of the pedestrian change interval (flashing UPRAISED HAND). Countdown displays shall not be used during the walk interval or during the red clearance interval of a concurrent vehicular phase.”

6. The countdown ped module shall have a micro-processor capable of recording its own time when connected to a traffic controller. It shall be capable of displaying the digits 0 through 99.

7. When power is first applied or restored to the ped module, the countdown display will be blank during the initial cycle while it records the countdown time using the walk (person) & don’t walk (flashing hand) signal indications. The normal hand and person icons shall be displayed during this cycle.

8. The countdown ped module shall continuously monitor the traffic controller for any changes to the pedestrian phase time and re-program itself automatically if needed.

9. The countdown ped module shall register the time for the walk and clearance intervals individually and shall begin counting down at the beginning of the pedestrian clearance interval. The digits shall not flash during the countdown.

10. When the flashing hand becomes solid, the ped module shall display 0 for one second and then blank-out.

The display shall remain dark until the beginning of the next countdown.

11. In the event of a pre-emption, the countdown ped module shall skip the remaining time, reach 0 at the same time as the flashing Hand becomes solid, and remain dark until the next cycle.

12. In the cycle following preemption call, the signal shall display the correct time and not be affected by the reduced previous cycle. The countdown shall remain synchronized with the signal indications and always reach 0 at the same time as the flashing Hand becomes solid.

13. If a pedestrian button is activated during the clearance interval, some controllers can change to a second walk cycle without a don’t walk phase. The countdown module shall also be capable of consecutive walk cycles.

The display digits will be blank during the second walk and countdown properly during the second flashing hand.

14. The countdown ped module shall not display an erroneous or conflicting time when subjected to defective load switches. Should there be a short power interruption during the ped clearance interval or if voltage is applied to both the hand and person simultaneously the display will go to “0” then blank.

15. The countdown ped module shall have accessible dip-switches for the userselectable options. The unit shall have a removable plug on the rear allowing easy access to control the user selectable functions. The countdown is disabled when all the switches are in the “ON” position. The unit shall be shipped from the factory with the specified default setting

16. Switch 1 – Blank Cycle Following a Timing Change – Factory default is “OFF”. When thisswitch is “OFF” the unit will allow the time to be displayed normally during the cycle following a truncated timing such as a preemption call. The countdown shall be capable of displaying the correct time and not affected by the previousreduced cycle. The unit will require 2 consecutive reduced cycles of identical value to validate and record a new time setting. If the timing is extended the unit will record it immediately. In the “ON” position when a change in timing is detected the unit will blank out during the following cycle while the new cycle time is measured and recorded if confirmed.

17. Switch 2 – Disables Auto-sync Mode- Factory default setting is “OFF”. When this switch is in the “OFF” position the auto-sync is enabled. When the clearance interval begins and the initial flash of the hand is not in sync with the walk signal the unit will measure the offset and reduce the duration of the first second by the value of the offset. This will ensure the countdown reached zero at the same time as the flashing hand becomes solid. In the “ON” position there is no time correction when the flashing hand isin offset with the walk signal.

The duration of the first second will not be reduced and the hand will appear solid shortly before the countdown reaches zero.

18. Switch 3 – Countdown Starts with Flashing Hand Signal – Factory default setting is “ON”. When this switch is “ON” the countdown begins when the hand signal is turned on. With this switch “ON” and the auto-sync mode enabled a short power interruption will have no effect on the countdown display. With switch 3 in the “OFF” position the countdown begins when the walk signal is turned off. This eliminates the effect of an offset hand signal. When switch 3 is in the “OFF” position the auto-sync switch 2 has no effect on the countdown. In this mode if the power to the walk signal is interrupted, the unit will interpret this as the start of the clearance interval and will display the countdown time for 2 seconds before the operation is cancelled.

The countdown will resume with the normal ending of the walk signal

19. Switch 4 – Stores Time Value in Memory, Immediate. Restart. - Factory defaultsetting is “OFF”. When this switch isin the “OFF” position and power is removed from the unit, the time value stored in the unit is erased.

The unit will need to run a dark cycle before it can display the countdown again. In the “ON” position the countdown timing is stored in memory. Following a power interruption, the unit will restart with the stored value and not remain dark during the learning cycle. If the value is different after restart, it will be recorded and displayed correctly at the following cycle.

20. Switch 5 – All LEDs “ON”, Test Mode – Factory default setting is “OFF”. With this switch in the “ON” position all LEDs are turned on simultaneously. With both switches 4 and 5 in the “ON” position the LED test mode will also scan the 7 individual segments of both digits.

21. The countdown shall be disabled when all switches are placed in the “ON” position.

22. Nominal power usage for Ped Modules at 25ºC (77ºF), 120 VAC input shall not exceed the values shown in Table 1.

Table 1 -- Nominal Power of Pedestrian Signals
Size Description
Wattage @ 25ºC
Hand Person Countdown1
16”x18” Side by Side Hand & Person 8 7 N/A
16”x18” Hand & Person Overlay
with Countdown 9 7 5
¹ Wattage for the countdown is measured when the digits 18 are displayed.

23. All wiring shall meet the requirements of Section 13.02 of the VTCSH standard. Secured, color coded, 600V, 18 AWG jacketed wires, 1 meter (39 in) in length, conforming to the NFPA 70, National Electrical Code, and rated for service at +105°C, shall be provided.

24. The following color scheme shall be used for the ped module’s AC power leads: Orange for the upraised hand, Blue for the walking person, and White for common. The countdown portion of the LED ped module shall be internally wired to the hand and walking person power.

25. The AC power leads shall exit the ped module via a rubber grommeted strain relief and shall be terminated with insulated female quick connect terminals with spade / tab adapters. The leads shall be separate at the point at which they leave the ped module.

26. All external wiring utilized in the ped modules shall be anti-capillary type wire to prevent the wicking of moisture to the interior of the ped module.

27. The Hand and Person Icons shall utilize separate power supplies. On countdown products, the countdown ped module must have its own power supply but may take the incoming AC power from the hand / person AC signal lines. All power supplies shall be located inside the ped module.

28. All power supplies shall be conformally coated for additional protection.

29. Off State Voltage Decay: When the hand or person icon is switched from the On state to the Off state the terminal voltage shall decay to a value less than 10 VAC RMS in less than 100 milliseconds when driven by a maximum allowed load switch leakage current of 10 milliamps peak (7.1 milliamps AC).

30. For a minimum period of 60 months, measured at 80 to 135 VAC RMS and over the ambient temperatures of -40°C to +74°C (-40°F to +165°F), the minimum maintained luminance values for the ped modules, when measured normal to the plane of the icon surface, shall not be less than:

Walking Person, White: 2,200 cd/m2
Upraised Hand, Portland Orange: 1,400 cd/m2
Countdown Digits, Portland Orange: 1,400 cd/m2

31. The external lens shall have a textured outer surface to reduce glare.

32. Icons that are printed on the lens shall be on the interior surfaces in order to prevent scratching and abrasion to the icons.

33. All icons and numbers shall have a uniform incandescent non-pixilated appearance.

34. All exposed components of a ped module shall be suitable for prolonged exposure to the environment, without appreciable degradation that would interfere with function or appearance. As a minimum, selected materials shall be rated forservice for a period of a minimum of 60 monthsin a south-facing Arizona Desert installation.

35. All LEDs used to illuminate the ped module shall use material that has industry acceptance for use in outdoor applications. At no time is the use of LEDs that utilize AlGaAs technology acceptable.

36. The countdown display shall consist of two 7 segment digits as shown below. All countdown display digits shall be 9 inches in height for use in all size crosswalks in compliance with MUTCD recommendations.

Figure 2: Countdown Display

37. Ped modules shall be repaired or replaced if the ped module fails to function as intended due to workmanship or material defects within warranty period.

38. Ped modules shall be repaired or replaced if the ped module exhibit luminous intensities less than the minimum specified values within 60 months of the date of delivery.

39. The manufacturer shall clearly disclose the country in which the factory of ped module origin is located, the name of the company or organization that owns the factory including all of its parent companies and organizations, and their respective country of corporate citizenship.

Pedestrian And Bicycle Push Buttons
Pedestrian and bicycle push buttons shall conform to the provisions in Section 86-1.02U, "Push Button Assemblies", of the Standard Specifications and these Special Provisions.

Push button shall utilize solid state Piezo switch technology, shall be ADA compliant, and shall be constructed with high impact polycarbonate alloy blend material.

Push button assembly shall be Type B per Revised Standard Plan ES-5C.

Push button housing shall be die-cast or permanent mold cast aluminum.

Push button sign shall be porcelain enameled metal.

Push button shall be Polara Engineering Inc. model MPBP-BY, Campbell Company TM Solid State model 700 or approved equal. The button shall be yellow and its outer body shall be black.

Backplates
All vehicular indications shall have backplates. Backplates shall be metal without louvers.

Pedestrian Signal Faces
Add:

Pedestrian signals shall be Type A housings with clamshell mounts and LED sections by FLURORESCO or approved equal.

Type SP-1-T pedestrian signal mountings shall have an upper and lower mounting bracket attached to the pedestrian signal housing in the same manner as that shown on the plans for Type SP-2-T. § 06 PEDESTRIAN PUSH BUTTONS
Pedestrian Push Buttons
The second and third paragraphs of this subsection shall be deleted and replaced with the following:

Pedestrian push button assemblies shall be Synchronex Part No. 1ASY2021-40, ADA-2 or approved equal. § 07 DETECTION SYSTEM

DETECTORS
Detectors shall conform to the provisions in Section 87-1.03V, "Detectors", of the Standard Specifications and these Special Provisions.

Delay timers shall delay calls only during display of the associated red or yellow indications. If a vehicle departs the area of detection prior to expiration of the assigned delay period, the timer shall reset and no call shall be placed upon the controller. During display of the associated green indication, detectors shall operate in the present mode and calls shall not be delayed.

Inductive Loops
Detector loops’ configuration shall be Type E unless otherwise shown on the construction plan, in the Special Provisions or as directed by the Engineer.

Limit Line detector loop configuration shall be modified Type E with diagonal saw cuts and wire winding conforming to Type D loop configuration.

Detector loops’ wire shall be Type 2.

Detector loops’ lead-in cable shall be Type B.

Detector loops’ curb terminations shall be Type A in accordance with Revised Standard Plan ES-5D. The conduit shall extend 18 inches into the paved roadway.

Loop sealant shall be the elastomeric sealant type, unless otherwise directed by the Engineer. Loop conductors and sealant shall be installed on the same day the loop slots are cut.

All detector loops shall be tested sequentially by the following methods:
• impedance (measured by megaohms)
• resistance (measured by ohms)
• inductance (measured in microhenries)
Video Detection
Contractor shall install new video detection systems at locations as shown on the plans. Some sections in these special provisions are provided for reference only.

New Video Detection Systems (VDS) shall be EdgeConnect VDS and includes: fixed view color video cameras, BNC connectors, and shelf mounted VRACK4-TS-1 racks (where applicable at Type P cabinets only) and detector modules. Contractor shall install VDS cameras on new mounting brackets at locations as shown on the plans.

VDS cameras utilize new coax cable with BNC connectors to affix the coax cable to the VIDS cameras. Contractor shall install BNC connectors to coax cable and complete connections of new VDS cameras to the coax cable with BNC connectors. Work completed in the cabinet associated with the VDS relocation will be restored to current condition. Contractor shall coordinate with Iteris at its own expense for this work. All video and data from the VDS shall be transmitted from new IP video encoders to the Ethernet switch located in the traffic signal controller cabinet, to the Gigabit Ethernet switch at the communication hub for transmission to the City of Colton TMC, as shown on the Plans.

The VDS are new, including the video detection cameras and pole mounting hardware, video detection processing unit, Access and completing the connection to the new traffic signal controller. The Contractor shall install new VDS cameras using new mounting hardware, and use new VDS camera cabling, wiring and connections for operation of the VDS, per the direction of the Engineer and as shown on the plans, including all incidental accessories necessary to make the VDS complete, fully functional, and ready for operation, even if not particularly specified. Such incidentals shall be furnished, delivered and installed by the Contractor without additional expense to the Engineer or the City. Minor details not usually shown or specified, but necessary for the proper installation and operation of the VDS, shall be included in the work and in the Contractor’s price bid. It is understood and agreed by the Contractor that the system description provided herein is complete and includes all equipment necessary for the proper functioning of the VDS, even though every item may not be specifically mentioned.

Installation of EDGECONNECT video detection processors in new racks and new Vantage EDGECONNECT video detection processors shall be completed by the contractor. Contractor shall coordinate with Iteris on its own expense.

General Requirements
All equipment and materials used shall be standard components, regularly manufactured, regularly utilized in the manufacturer’s system.

All Systems and components shall have been thoroughly tested and proven in actual use.

All components of the communication system to support the new VDS installations shall have a minimum 1-year manufacturer's warranty for parts and labor.

Equipment used shall be identical at each field location and shall be completely interchangeable.

All components of the communication system to support the VDS shall be of the same make and model of like equipment procured to support the CCTV camera system, including the video encoders, twisted pair communication equipment, and cabling.

Power Requirements
The communication system to support the VDS shall meet all of its specified requirements when the input power is 115 VAC ± 10%, 60 ± 3 HZ. The maximum power required shall not exceed 100 watts.

The equipment operations shall not be affected by the transient voltages, surges and sags normally experienced on commercial power lines. It is the Contractor’s responsibility to check the local power service to determine if any special design is needed for the equipment. The extra cost, if required, shall be included in the bid of this item.

Wiring Requirements
All wiring shall meet the requirements of the National Electric Code. All wires shall be cut to proper length before assembly. No wire shall be doubled-back to take up slack. Wires shall be neatly laced into cable with nylon lacing or plastic straps. Cables shall be secured with clamps. Service loops shall be provided at all connections.

Design Requirements
The communication system to support the VDS shall be modular in design to allow major portions to be readily replaced. Modules and assemblies shall be clearly identified with name, model number, serial number and any other pertinent information required to facilitate equipment maintenance.

Fail Safe Provision
The equipment shall be designed such that the failures of the equipment shall not cause the failure of any other unit of equipment.

Central VDS Control Software
The central VDS control software (VRAS) is existing and is NTCIP compliant, as applicable, and is a clientserver-based software application operating on Windows NT or Windows 2000.

Materials
Description
The new VDS installations system includes the following:

Iteris/Vantage EdgeConnect video detection cameras
Iteris/Vantage VRacks (where applicable)
Iteris/Vantage EdgeConnect video detection processing units Data MPEG encoder (Access)
VDS camera cabling, wiring and connections
Connectors and Harnesses
All external connections shall be made by means of connectors. The connectors shall be keyed to preclude

improper hookups. All wires to and from the connectors shall be color-coded and/or appropriately marked.

Connecting harnesses of appropriate length and terminated with matching connectors shall be provided for interconnection with the communications system equipment.

All pins and mating connectors shall be plated to provide good electrical connection and resist corrosion.

Connectors utilizing solder type connections shall have each soldered connection covered by a piece of heat shrink tubing securely shrunk to ensure that it protects the connection.

Contractor shall coordinate with the CODEC vendor, to terminate the video and data output cables from the detection processors to the City-Furnished CODEC units.

VDS Interface
Each VDS camera unit shall have a unique IP address. The unit shall respond to the central command only if it is addressed.

VDS processor shall be able to interface to Ethernet switch Control signals shall be EIA/TIA 232. A minimum 9600-baud data rate shall be used.

Installation
The new VDS installations shall be installed as shown on the plans or as specified in these Special Provisions, unless otherwise directed by the Engineer. The Contractor shall verify the new VDS installations and requirements to upgrade the new VDS as s shown on the plans or as specified in these Special Provisions.

VDS Integration
All integration of the new VDS installations at the TMC to be done by others. The Contractor shall coordinate integration activities with the Work to be conducted at the TMC, as specified in these Special Provisions, or as directed by Engineer.

Warranty
All components furnished by and work conducted by Contractor shall have a minimum 1-year manufacturer's warranty for parts and labor from date of final acceptance.

Light Emitting Diode Lamp Ballast - Luminaires
Luminaires shall be the XSP2 LED luminaire (double module) version B, manufactured by Cree. The fixture shall be a 101 watts with a 4000K color temperature and a Type III distribution. Unit shall be provided with an external wattage label per ANSI C136.15.

Each luminaire shall be furnished without the photoelectric unit receptacle. If the luminaire housing is provided with a hole for the receptacle, the hole shall be closed in a weatherproof manner.

LED INTERNALLY ILLUMINATED STREET NAME SIGNS (IISNS)
LED Internally illuminated street name signs (IISNS) shall conform to these Special Provisions.

All new internally illuminated street name signs shall be edge lit LED and shall be as specified in these Special Provisions.

Color, letter size, style, spacing, arrows, and figures shall conform to the City of Colton’s current street name sign layout (with City logo). The layout for the street name signs shall be submitted and approved by the City Engineer prior to ordering the finished product.

The Contractor shall furnish and install new mounting hardware for any new or relocated IISNS sign.

Installation of IISNS shall be on a mast-arm mounting detail as per Caltrans Standard Plan No. ES-7P.

Mechanical
The sign housing shall be constructed of 6063-T5 extruded aluminum. Complete housing assembly to be TIG welded construction. The standard housing width will be a nominal 3.00” wide and 22” high with standard lengths of 72”and 96”.

No tools will be required to replace the Sign Panels, LED Light Engine and LED Driver. The sign housing will accept panels from either end and panel up to .177 thickness.

Housing will overlap panels a minimum of 1.63” around all edges.

Housing to be designed to facilitate in field maintenance. LED driver to be located for ease of maintenance.

LED light modules to be mounted on removable trays. Trays can be removed from either side without the use of tools.

The complete fixture maximum weight will be as follows:
72” x 18”: 53lbs
96” x 18”: 65lbs
The housing should be designed to allow moisture to drain out each end through the end caps.

Sign will be supplied with two hinging clevis attachments points welded and bolted to the top of the sign housing. Clevises will be a minimum of three inches wide. Hinge pin will be a 3/8” in diameter stainless steel shoulder bolt. There will be a bronze bearing interface between the hinge bolt and the top clevis brackets. Hinge bolt to be secured with a stainless steel nylok nut. A ½ -13 x 5.0” stainless steel hex bolt fastens through the top clevis bracket for attachment to the mast arm adjustable bracket.

Finish
Sign shall be clean and free of any blemishes, burrs, or scratches. All metal parts to be fabricated in a uniform method. Sign housing shall have natural aluminum finish with clear powder coat finish no less than 2mills and no more than 5 mills thick.

Environmental
Sign fixture shall be designed and constructed withstand 70 miles per hour wind loads in conformance with the requirements of the AASHTO publication, “Standard Specifications for Structural Supports of Highway Signs, Luminaries and Traffic Signals”, and amendments thereto. The sign panels shall not deform or warp under a 70mph wind loading.

The sign and power supply should be able to withstand and operate at temperature extremes of -22 deg F to +140 deg F (-30 deg C to +55 deg C)

Sign Panel
Reflective sign panels shall have a .177 thick clear polycarbonate base substrate. An ASTM type IV reflective sheeting shall be applied to the polycarbonate. All clear polycarbonate shall be heat dried prior to application of reflective sheeting.

The appearance of the sign face shall be uniform throughout and shall be free of wrinkles, streaks, air bubbles or blemishes that may detract from the general appearance or color matching of the sign when viewed from a distance of twenty-five (25) feet.

Electrical
The nominal power consumption for signs is as follows:

Sign Length Watts
72” 60 W
96” 80 W
LED Driver
Input Voltage Range 90-264VAC @ 50/60Hz
Output voltage +24VDC
Max Watts 60 Watts (Two required for 84” and 96”)
UL UL1310 Class 2
Operating Temp -22°F - +140°F (-30°C - +55°C)
Overload Protection Yes (Auto Recovery)
IEC IP67 (Full Encapsulation)
LED Light Engine
The LED light engine shall be composed of 11.50” long PCB assemblies. Each PCB assembly will have a 5 pin single row connector on each end. One of the connectors will have a male connector and on the other will be the mating female version, allowing direct end to end connection to facilitate maintenance of light engine.

Each LED PCB assembly shall have circuitry that compensates for temperature and drives the LED’s with constant current.

The circuit shall also have the option of dimming with a PWM signal.

LED’s to be high brightness low wattage with a average CCT of 5000K. Each LED PCB assembly will produce a minimum of 340 lumens.

The light engine will produce an average of 250 nits of panel brightness on each panel for a double sided sign.

Photoelectric Controls
Photoelectric controlsshall conform to the provisionsin Section 86-1.02M, "Photoelectric Controls", of the Standard Specifications and these Special Provisions.

Photoelectric controls shall be a dual Type V for luminaires and internally illuminated street name signs.

Photoelectric units shall be the delay type.
§ 08 REMOVING, REINSTALLING OR SALVAGING ELECTRICAL EQUIPMENT

Stockpiling Salvaged Electrical Equipment
The following subsection shall be added:

Removals not to be reused shall become the property of the Contractor, except as noted. Existing equipment not to be reused and called out to be salvaged shall be delivered to a site in the City designated at the time of construction.

SPECIFICATIONS FOR LIGHT EMTTING DIODE TRAFFIC SIGNAL

INDICATIONS

1. All light diode (LED) indications shall comply with the Institute of Transportation Engineers (ITE) interim LED Purchase Specification Part 2 Standards for LED signal, including color, intensity, candlepower distribution, and beam spread.

2. The manufacturer shall have previously supplied indications to other cities and shall supply a list of those cities.

3. The installation of all indications shall require no physical modifications of the existing fixture other than the possible removal of the reflector, lens, or socket.

4. The number of LEDs per signal head shall be sufficient to achieve the intensity of Table 1 of ITE.

Arrows shall be 3 rows of LEDs on all parts of the arrow signal, Outline arrows are not permitted.

5. The operating voltage shall be between 92 and 135 VAC. 60 Hz +/- 3 Hz. The opening temperature shall be between -40 degrees F and 165 degrees F.

6. The LEDs shall be circuited in series/parallel so a failure of any single circuit or diode shall not result in more than a 1% reduction in total luminous intensity. Failure of an individual LED in a string shall not cause the loss of more than 1 LED.

7. The enclosure shall conform to NEMA- 250 Section 4.7.2.0 and 4.7.3.2 for type 4 enclosure.

8. Red and green lenses shall be replaced and withstand a 3-112 foot drop test. They are to be UV stabilized, a minimum of 1/8 inch thick, free of bubbles and imperfections. Chromaticity, intensity, meeting specifications after a 30-minute warm up. Pedestrian combination signals modules will have replaceable message bearing surfaces.

9. Lead wires of 18 AWG (min.) and 105 degrees C insulation shall be a minimum of 1-meter (39.37 inches) long with NEMA (spade) terminals for connection to existing terminal block.

10. Each indication kitshall include all necessary components to complete the LED conversion. Included, but not limited to, the lens, LEDs, circuit board, wire lead with strain relief, electronics, rigid housing, installed neoprene one-piece gasket to form a sealed housing, and shall use existing mounting hardware, The electronics/power supply should be integrated inside the module.

11. The red or green lens shall be field replaceable and shall be smooth on the outside with no external facets. A damaged lens shall not necessitate the replacement of the entire unit. The lens shall require no special tools or sealant for field replacement.

12. Electrical components shall meet all applicable codes and specifications, including ITE.

13. Independent testing laboratory certifications that demonstrate complete ITE conformance are required. Certifications shall be submitted with the LEDs. Failure to submit certification shall be grounds for rejection of the LEDs.

14. The light outputshall be within an approved wavelength (Nanometers) range for red, and green LEDs.

The lens may be tinted or colored as long as the Chromaticity of the lens matches that of the LEDs and the luminous intensity still conforms to ITE Table 1.

15. Control circuitry shall prevent current flow through the LEDs in the off state to avoid false indication in daylight and evening hours.

16. Light intensity shall not vary (nor flicker) by more then 10% from nominal voltage (117 VAC) over the allowable voltage operating range.

17. Operating current measured across each LED shall not exceed an average of 20 milliamps (ma).

18. All LEDs shall be AllnGaP (Aluminum lndium Gallium Phosphide) technology or equal for red and InGaN (Indium Gallium Nitrade) technology or equal for green and rated for 100,000 hours or more (@ 25 degrees C and 10 ma).

19. Transient voltage suppression of 1000 volts conforming to NEMA TS-2-Section 2.2.1.8.

20. Performance shall be warranted for a period of five (5) years and shall include repair or replacement of an LED signal module that falls below Table-1 (luminous intensity) of ITE Interim Purchase

Specification Part 2. Any failure shall be replaced by the vendor within 48 hours of notification along with $10 installation fee. This warranty includes workmanship, materials, and manufacturing defects.

21. The indication shall have a true power factor of 0.90 or higher and total harmonics of 20% or less.

22. Each LED signal shall be serialized by the manufacturer with date and lot numbering to facilitate warranty compliance.

23. The LED signal modules tested or submitted for testing shall be representative of typical average production units. All optical testing shall be performed with the module mounted in a standard traffic signal section but without a visor or hood attached to the signal section.

24. Maximum nominal initial power requirements for LED signal modules shall be as follows: (The hand man combination LED is specified for the average power requirements over the operating voltage range.)
Red 300mm circular 10.0 w 12.0 W
Red 200mm circular 6.0 W 9.0 W
Red 300 mm arrow 9.0 W 12.0 W
Green 300 mm circular 11.0W 11.0 W
Green 200mm circular 6.0 W 6.0 W
Green 300 mm arrow 10.0 W 9.0 W
Yellow 300mm circular 10.0 W 12.0 W
Yellow 200 mm circular 10.0 W 12.0 W
Yellow 300 mm arrow 10.0 W 12.0 W
LED Upraised Hand and Range 12.0 W
Walking Person Combination Range 9.0 W
LED Upraised Hand Module 10.0 W 12.0 W

1. LED signal modules shall be rated for a minimum useful life of 60 months and shall maintain the standard light output values found in the Table 1 of ITE after 60 months of continuous use in a traffic signal operation over the temperature range of –40 degree F to +127 degree F.

2. In addition to the requirements for circular LED signal modules, arrow modules shall conform to the following: a) the Led arrow indication shall meet existing specifications stated in the VTCSH Section

9.01 for arrow lenses. b) The LEDs shall be spread evenly across the illuminated portion of the arrow area. c) Each LED signal action indication shall provide a minimum average luminous intensity which shall be 5,500 candle/m2, as per California Test Method 606. d) All measurements shall be performed at rated operating voltage of 120 VAC.

3. The lens may be tinted or may use transparent film or materials with similar characteristics to enhance ON/OFF contrasts. The use of tinting or other materials to enhance ON/OFF contrasts shall not affect the Chromaticity and shall be uniform across the faces of the lens.

The LEDs must be soldered to a circuit board.

1. Quality assurance shall comply with Section 6 of the ITE Interim Purchase Specification Part-2 and Caltrans Standard Specifications, July 1999.

2. The pedestrian hand LED or the full man combination LED shall meet all the requirements of a pedestrian hand signal indication and be supplied by the same manufacturer as the red or green balls and arrows.

3. The maximum weight of a Type 1 module shall be 1.8 kg (4 Ibs.).

4. The LED circuitry shall prevent perceptible flicker to the unaided eye over the voltage range specified above.

SECTION 84-2 TRAFFIC STRIPES AND PAVEMENT MARKINGS
§84-9 EXISTING MARKINGS
Any existing painted striping, legend, pavement marking, curb painting, or raised pavement markers, which are in conflict with proposed striping, shall be removed by wet sandblasting. Thermoplastic striping or pavement markings shall be removed by grinding. No “Blacking Out” or temporary covering will be allowed without prior approval of the Engineer.

Existing pavement markings that are removed by sandblasting or grinding shall be completely removed. The Contractor shall immediately and continuously remove blasting sand or grinding residue from the roadway during sandblasting or grinding operations and no residue shall be allowed to accumulate. All water used in wet sandblasting shall be recovered and shall not be allowed to enter any public or private storm drain system. §84-2.02C(2) THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS The following paragraphs shall be added to §84-2.03C(2)(a):

Thermoplastic traffic stripes (traffic lanes) and pavement markings shall conform to the provisions in Section 84-1, “General,” and 84-2.03C(2), “Thermoplastic Traffic Stripes and Pavement Markings,” of the State Standard Specifications and these special provisions.

Type A pavement markers shall be Class III ceramic type.

Stripes and pavement legends shall be reflectorized. Paint and glass beads for traffic stripes shall be furnished by the Contractor, including paint for cat track and dribble lines. The dry paint film thickness shall be 8 to 10 mils.

The contractor shall furnish the necessary control points for all striping and markings and shall be responsible for the completeness and accuracy thereof to the satisfaction of the engineer.

The contractor shall perform all layout, alignment, and spotting for traffic stripes and markings. Traffic striping shall not vary by more than 0.5 inch in 50 feet from the alignment shown on the plans. The dimensional details of the stripes and markings shall conform to the provisions set forth in the Manual of Uniform Traffic Control Devices available from Caltrans.

Spotting with cat tracks or dribble lines shall be performed prior to the removal of existing stripes. Cat tracks shall consist of spots of paint not more than 3 inches in width and not more than 5 feet apart along the alignment of the stripe. Paint for the dribble lines shall be neutral color obtained by mixing two parts white paint with one-part black paint.

SPOTTING – Spotting shall be completed prior to the removal of any existing stripes or markings. Existing stripes and markings shall be removed prior to painting new ones, but in no case shall any section of street be left without the proper striping for more than 24 hours, or over weekends and holidays.

No thermoplastic striping work shall start until the Engineer has specifically approved the spotted markings.

Existing striping and markings, if any, shall be removed prior to installing new, but in no case shall any section of street be left without the proper striping for more than 24 hours, or over the weekends or holidays. §84-2.03C(3) PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS §84-2.03C(3)(a) GENERAL
§84-2.03C(3)(a) shall be amended to read as follows:

Paint for traffic stripes and pavement markings shall be TMT WW2675A5, as manufactured by Traffic Marking Technology, or Agency approved equal, and shall meet all requirements of South Coast Regional Air Quality Management District (SCAQMD). Proposed substitutions of paint shall be submitted in writing to the Engineer for evaluation and approval a minimum of 15 working days prior to the first use of the proposed substituted material. The Engineer shall not allow use of the proposed substitution without prior written request for substitution. The Engineer reserves the right to reject any and all proposed substitutions. §84-2.03C APPLICATION OF STRIPES AND MARKINGS
The following paragraphs shall be added to §84-2.03C:

The Contractor shall notify the Engineer a minimum of two working days prior to beginning the work to coordinate the work. A schedule of the streets to have striping, pavement markings, pavement legends, or curb painting applied shall be provided to the City of Colton Public Works Department a minimum of one full workday prior to re-striping the streets shown on the schedule. Failure to provide the proper advance notice will require postponement of painting until the next mutually convenient day.

The Contractor shall begin each striping workday by meeting with the Engineer to test the application rate of paint for striping. The Contractor shall adjust the paint application rate as necessary to achieve the paint application rate stated elsewhere in these special provisions.

Paint Application Rate Testing
The paint application rate shall be determined by passing the self-propelled striper over a metal plate while the paint application system is operating. The flow of glass beads shall be stopped while passing over the metal plate. The Engineer shall measure thickness of the applied paint immediately after application of paint on the metal plate. Striping operations shall not continue if the proper thickness of paint is not being applied.

Adjustments and corrective measures shall be applied to insure that the correct thickness of paint will be applied. Testing of the paint application rate, as described above, will be required following any adjustment to the paint application rate, paint applicator nozzles, or any other paint application equipment prior to commencement or re-commencement of striping operations. The initial testing and re-testing of paint application rates at any location shall be considered as a single paint application rate test.

Paint application rate tests (up to and including 5 paint application rate tests per day, including the paint application rate test at the start of each workday) shall be conducted at random times and locations throughout each workday at the discretion of the Engineer.
§84-2.03C shall be amended to read as follows:

Two coats of paint shall be applied one week apart. Each coat of paint shall have a thickness of 0.016-0.019 inches (5-6 gallons/mile).

Glass beads shall be applied at an approximate rate of 7-8 pounds per gallon of paint.

SPECIFICATIONS FOR WET SANDBLASTING
Any removal of existing or conflicting traffic stripes and pavement markings shall be accomplished by the wet sandblasting method or water blasting method, prior to placement of the new thermoplastic or paint.

Machines used for this purpose shall meet all of the pertinent requirements of the South Coast Air Quality Management District (AQMD).

All dust and spent sand used in wet sandblasting shall be removed by brushing or vacuum cleaning. Contractor is permitted to utilize street sweeping equipment for the removal of residue, provided that street sweeping activities are carried out thereafter and without delay to the satisfaction of the City engineer. When sandblasting is done in the field, care shall be taken to prevent damage to structures and equipment. Pumps, motors, and other equipment shall be shielded, covered, or otherwise protected to prevent the entrance of sand.

No sandblasting may begin before the City has inspected and reviewed the protective measures.

Immediately upon removal of any thermoplastic markings or striping, temporary markings and striping shall be placed. Sand blasting operations shall be conducted to keep all removed pavement material from entering the storm drain system. The operation shall be controlled and contained so as not to impair the safe passage of traffic adjacent to the work site.

VICINITY MAP
Not to Scale

23152.04000\42402756.1
Exhibit C-1
EXHIBIT “C”

SPECIAL CONDITIONS
ARTICLE 1. BONDS
Concurrently with this Contract, the Contractor shall deliver to the City four identical counterparts of the Performance Bond and Payment Bond on the forms supplied by the City and included as Exhibit “F” to the Contract. The surety supplying the bond must be an admitted surety insurer, as defined in Code of Civil Procedure Section 995.120, authorized to do business as such in the State of California and satisfactory to the City. The Performance Bond and the Payment Bond shall be for one hundred percent (100%) of the Total Contract Price.

23152.04000\42402756.1
Exhibit D-1
EXHIBIT “D”

CERTIFICATION
LABOR CODE - SECTION 1861
I, the undersigned Contractor, am aware of the provisions of Section 3700, et seq., of the California Labor Code which require every employer to be insured against liability for Worker’s Compensation or to undertake self-insurance in accordance with the provisions of the Code, and I, the undersigned Contractor, agree to and will comply with such provisions before commencing the performance of the Work on this Contract.

HARDY & HARPER, INC.

By: _________________________
Signature
_________________________
Name (Print)
_________________________
Title (Print)

23152.04000\42402756.1
Exhibit E-1
EXHIBIT “E”

PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION
Pursuant to Labor Code sections 1725.5 and 1771.1, all contractors and subcontractors that wish to bid on, be listed in a bid proposal, or enter into a contract to perform public work must be registered with the Department of Industrial Relations. See http://www.dir.ca.gov/PublicWorks/PublicWorks.html for additional information.

No bid will be accepted nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the Department of Industrial Relations to perform public work.

Contractor hereby certifies that it is aware of the registration requirements set forth in Labor Code sections 1725.5 and 1771.1 and is currently registered as a contractor with the Department of Industrial Relations.1
Name of Contractor:

DIR Registration Number:

DIR Registration Expiration:__________________________
Small Project Exemption: _____ Yes or _____ No
Unless Contractor is exempt pursuant to the small project exemption, Contractor further acknowledges:

1. Contractor shall maintain a current DIR registration for the duration of the project.

2. Contractor shall include the requirements of Labor Code sections 1725.5 and 1771.1 in its contract with subcontractors and ensure that all subcontractors are registered at the time of bid opening and maintain registration status for the duration of the project.

3. Failure to submit this form or comply with any of the above requirements may result in a finding that the bid is non-responsive.

Name of Contractor:____________________
Signature:

Name and Title:

Dated:
1 If the Project is exempt from the contractor registration requirements pursuant to the small project exemption under Labor Code Sections 1725.5 and 1771.1, please mark “Yes” in response to “Small Project Exemption.”

23152.04000\42402756.1
Exhibit F-1
EXHIBIT “F”

PAYMENT AND PERFORMANCE BONDS

23152.04000\42402756.1
Exhibit F-2

PERFORMANCE BOND
KNOW ALL PERSONS BY THESE PRESENTS:

THAT WHEREAS, the City of Colton (hereinafter referred to as “City”) has awarded to ____________________, (hereinafter referred to as the “Contractor”) _______________________ an agreement for ______________________________ (hereinafter referred to as the “Project”).

WHEREAS, the work to be performed by the Contractor is more particularly set forth in the Contract Documents for the Project dated ________________, (hereinafter referred to as “Contract Documents”), the terms and conditions of which are expressly incorporated herein by reference; and
WHEREAS, the Contractor is required by said 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 and firmly bound unto the City in the sum of ___________________________ DOLLARS, ($____________), said sum being not less than one hundred percent (100%) of the total amount of the Contract, 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 including the one-year guarantee of all materials and workmanship; and shall indemnify and save harmless the City, its officers and agents, 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 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 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, Surety shall undertake and faithfully fulfill all such obligations. 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, 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:

23152.04000\42402756.1
Exhibit F-3
(1) Take over and complete the Project in accordance with all terms and conditions in the Contract Documents; or
(2) Obtain a bid or bids for completing the Project in accordance with all terms and conditions in the Contract Documents and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a Contract between such bidder, the Surety and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract 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.
(3) Permit the City to complete the Project in any manner consistent with local, California and federal 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 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 obligations 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, including but not limited to the provisions of sections 2819 and 2845 of the California Civil Code.

Remainder of This Page is Intentionally Left Blank

23152.04000\42402756.1
Exhibit F-4
IN WITNESS WHEREOF, we have hereunto set our hands and seals this _______ day of ______________, 20__).
(Corporate Seal)
Contractor/ Principal
By
Title
(Corporate Seal)
Surety
By
Attorney-in-Fact
Signatures of those signing for the Principal and Surety must be notarized and evidence of corporate authority attached. An original Power-of-Attorney authorizing the person signing on behalf of the Surety to do so must be attached hereto.

The rate of premium on this bond is ____________ per thousand. The total amount of premium charges, $_______________________________.
(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)

23152.04000\42402756.1
Exhibit F-5
Notary Acknowledgment
A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or validity of that document.

STATE OF CALIFORNIA
COUNTY OF ______________
On , 20___, before me, _______________________________, Notary Public, personally
appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature of Notary Public

OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.

CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT Individual
Corporate Officer
Title(s) Title or Type of Document
Partner(s) Limited
General Number of Pages
Attorney-In-Fact
Trustee(s)
Guardian/Conservator Date of Document
Other:

Signer is representing:

Name Of Person(s) Or Entity(ies)
Signer(s) Other Than Named Above

23152.04000\42402756.1
Exhibit F-6

PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS That
WHEREAS, the City of Colton (hereinafter designated as the “City”), by action taken or a resolution passed ___________ , 20____has awarded to ________________ hereinafter designated as the “Principal,” a contract for the work described as follows:
_____________________________________________________ (the “Project”); and WHEREAS, the work to be performed by the Principal is more particularly set forth in the Contract Documents for the Project dated __________________ (“Contract Documents”), the terms and conditions of which are expressly incorporated by reference; and WHEREAS, said Principal is required to furnish a bond in connection with said contract; providing that if said Principal or any of its Subcontractors shall fail to pay for any materials, provisions, provender, equipment, or other supplies used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Code or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of said Principal and its Subcontractors with respect to such work or labor the Surety on this bond will pay for the same to the extent hereinafter set forth.

NOW, THEREFORE, we, the Principal and __________________________, a corporation organized and existing under the laws of the State of _______________ and authorized to transact surety business under the laws of the State of California as Surety, are held and firmly bound unto City in the sum of ______________ Dollars ($___________) lawful money of the United States of America, the sum not being less than One Hundred Percent (100%) of the total amount of the Contract, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his or its subcontractors, heirs, executors, administrators, successors or assigns, shall fail to pay any of the persons named in Section 9100 of the Civil Code, 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 amounts due under the Unemployment Insurance Code with respect to work or labor performed under the contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department or Franchise Tax Board from the wages of employees of the contractor and his subcontractors pursuant to Section 18663 of the Revenue and Taxation Code, with respect to such work and labor the Surety or Sureties will pay for the same, in an amount not exceeding the sum herein above specified, and also, in case suit is brought upon this bond, all litigation expenses incurred by City in such suit, including reasonable attorneys’ fees, court costs, expert witness fees and investigation expenses.

This bond shall inure to the benefit of any of the persons named in Section 9100 of the Civil Code so as to give a right of action to such persons or their assigns in any suit brought upon this bond.

It is further stipulated and agreed that the Surety on this bond shall not be exonerated or

23152.04000\42402756.1
Exhibit F-7
released from the obligation of this bond by any change, extension of time for performance, addition, alteration or modification in, to, or of any contract, plans, 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 therefore, nor by any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme or work of improvement herein above described, nor by any rescission 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 given, and under no circumstances shall 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 or City and original contractor or on the part of any obligee named in such bond, but the sole conditions of recovery shall be that claimant is a person described in Section 9100 of the Civil Code, and has not been paid the full amount of his claim and that Surety does hereby waive notice of any such change, extension of time, addition, alteration or modification herein mentioned and the provisions of sections 2819 and 2845 of the California Civil Code.

The Remainder of this Page is Intentionally Left Blank

23152.04000\42402756.1
Exhibit F-8
IN WITNESS WHEREOF, we have hereunto set our hands and seals this _______ day of ______________, 20__.
(Corporate Seal)
Contractor/ Principal
By
Title
(Corporate Seal) Surety
By
Attorney-in-Fact
Title
Signatures of those signing for the Contractor and Surety must be notarized and evidence of corporate authority attached. An original Power-of-Attorney authorizing the person signing on behalf of the Surety to do so much be attached hereto.

The rate of premium on this bond is ____________ per thousand. The total amount of premium charges, $_______________________________.
(The above must be filled in by corporate attorney.)

THE FOLLOWING INFORMATION IS MANDATORY
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)

23152.04000\42402756.1
Exhibit F-9
Notary Acknowledgment
A notary public or other officer completing this
certificate verifies only the identity of the individual who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or validity of that document.

STATE OF CALIFORNIA
COUNTY OF ______________
On , 20___, before me, _______________________________, Notary Public, personally
appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Signature of Notary Public

OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.

CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT Individual
Corporate Officer
Title(s) Title or Type of Document
Partner(s) Limited
General Number of Pages
Attorney-In-Fact
Trustee(s)
Guardian/Conservator Date of Document
Other:

Signer is representing:

Name Of Person(s) Or Entity(ies)
Signer(s) Other Than Named Above

23152.04000\42402756.1
Exhibit G-1
EXHIBIT “G”

FEDERAL REQUIREMENTS

Item: 8.

Staff Report
Meeting Date: August 5, 2025
To: City Council
From: Bill Smith, City Manager
Prepared By: Chad Blais, PW & Utility Services Director Item Name: Final Tract Map No. 20385 - Accept and Approve the Recordation of Final Tract Map for the Condominium Development Located at the Northwest corner of Fifth (5th) Street and Agua Mansa Road.

Recommended Action:

Staff recommends the City Council of the City of Colton (“City”)

1. Accept and approve the recordation of Tract Map 20385 (“TM”) for the Condominium development at the northwest corner of Fifth (5th) Street and Agua Mansa Road.

2. Authorize the City Manager to execute the Subdivision Improvement Agreement (SIA) on behalf of the City of Colton.

Background:

On October 11, 2022, the City of Colton Planning Commission approved Tentative Tract Map (TTM) No. 20385 and its consistency with the General Plan via Resolution No. R-23-22. Tract Map 20385 encompasses 2.66 acres and is proposed to have 43 condominium units. TM No. 20385 is located on the northwest corner of Fifth (5th) Street and Agua Mansa Road. TM No. 20385 includes the following APNs: 0163-182-03, -14, -16, and -17.

Issues/Analysis:

The proposed development, owned by LGI Homes – California, LLC, a California limited liability company, will accept vacated right-of-way from the City of Colton along north Agua Mansa Road and dedicate the following easements: an easement for public utility purposes shown as “A”, an easement for public utility purposes shown as “B”, an easement for fire and emergency access purposes shown as “C”, an easement for fire and emergency access purposes shown as “D”, and a portion of Agua Mansa Road for street and public utility purposes as shown on Final Tract Map 20385. Final Tract Map No. 20385 has been reviewed for conformance with the Subdivision Map Act and local ordinances.

In accordance with the SMA, a Subdivision Improvement Agreement (SIA) has been filled out and submitted to the City of Colton, and is included attached. With the subdivision, Bonds or securities are included as well to cover the off-site public improvement costs if the project were to not move forward for any reason.

Fiscal Impacts:

No fiscal impacts are associated with this action. As part of the conditions for approval, this project is subject to annexation into the City's Safety and Maintenance CFDs, No. 2021-1 and No. 2021-2 respectively.

Alternatives:

1. Provide alternative direction to staff.

Attachments:

1. Attachment A - Final Tract Map 20385

2. Attachment B - SIA_TM 20385

23152.06000\40899950.1
-4-
assigned task. If any person employed by, the Developer, a contractor or subcontractor fails or refuses to carry out the directions of the City or appears to the City, in its sole and absolute discretion, to be incompetent or to act in a disorderly or improper manner, such person shall be removed from the project immediately upon request by the City, and such person shall not again be employed on the work. Such removal shall not be the basis for any claim of compensation or damages against the City.

In addition, Developer shall maintain an office with a telephone, and Developer or a person authorized to make decisions and to act on Developer’s behalf in Developer’s absence shall be available to be on the job within three (3) hours of being called at such office by the City, during the hours of 9:00 a.m. through 5:00 p.m., Monday through Friday, or any other day or time when work is being performed on the Public Improvements. Developer shall also provide City with a telephone number, at which Developer, or its representative, shall be available twenty-four (24) hours a day in the event of an emergency.

3.0 Maintenance of Public Improvements and Landscaping. City shall not be responsible or liable for the maintenance or care of the Public Improvements until City approves and accepts them. City shall exercise no control over the Public Improvements until accepted. Any use by any person of the Public Improvements, or any portion thereof, shall be at the sole and exclusive risk of Developer at all times prior to City’s acceptance of the Public Improvements.

Developer shall maintain all the Public Improvements in a state of good repair until they are completed by Developer and approved and accepted by City, and until the security for the performance of this Agreement is released.

Maintenance shall include, but shall not be limited to: repair of pavement, curbs, gutters, sidewalks, signals, parkways, water mains, and sewers; maintaining all landscaping in a vigorous and thriving condition reasonably acceptable to City; removal of debris from sewers and storm drains; and sweeping, repairing, and maintaining in good and safe condition all streets and street improvements. Developer shall cause the sweeping of streets to occur weekly at a minimum.

Developer shall perform additional street sweeping work as necessary depending on construction activities or as required by, and at the direction of, the City Engineer. It shall be Developer’s responsibility to initiate all maintenance work, but if it shall fail to do so, it shall promptly perform such maintenance work when notified to do so by City. If Developer fails to properly prosecute its maintenance obligation under this Section, City may do all work necessary for such maintenance and the cost thereof shall be the responsibility of Developer and its surety under this Agreement.

City shall not be responsible or liable for any damages or injury of any nature in any way related to or caused by the Public Improvements or their condition prior to acceptance.

3.1 Landscaping and Existing Irrigation Systems. Developer shall plant and maintain parkway trees and landscaping as provided in Section 12.32.030 and shall repair and maintain them in accordance with section 8.040.030 of the municipal code, and as directed by the Public Works and Utility Services Department. The Developer shall also be responsible for the replacement, relocation or removal of any component of any irrigation water system in conflict with the construction or installation of the Public Improvements. Such replacement, relocation or removal shall be performed to the complete satisfaction of the City Engineer and the owner of such water system.

Item: 9.

Staff Report
Meeting Date: August 5, 2025
To: City Council
From: Bill Smith, City Manager
Prepared By: Chad Blais, PW & Utility Services Director Item Name: Final Tract Map No. 20352 - Accept and Approve the Recordation of Final Tract Map for the Condominium Development Located at the Southwest Corner of Georgia Street and Fifth (5th) Street.

Recommended Action:

Staff recommends the City Council of the City of Colton (“City”)

1. Accept and approve the recordation of Tract Map 20352 (“TM”) for the Condominium development at the southwest corner of Georgia Street and Fifth (5th) Street.

2. Authorize the City Manager to execute the Subdivision Improvement Agreement (SIA) on behalf of the City of Colton.

Background:

On October 11, 2022, the City of Colton Planning Commission approved Tentative Tract Map (TTM) No. 20352 and its consistency with the General Plan via Resolution No. R-22-22. Tract Map 20352 encompasses 2.30 acres and is proposed to have 37 condominium units. TM No. 20352 is located on the southwest corner of Georgia Street and Fifth (5th) Street. TM No. 20352 includes the following APNs: 0163-182-03, -04, -05, -06, -07, -08, -09, and -10.

Issues/Analysis:

The proposed development, owned by LGI Homes – California, LLC, a California limited liability company, will accept vacated right-of-way from the City of Colton along Georgia Street and dedicate the following easements: an easement for public utility purposes shown as “A”, an easement for public utility purposes shown as “B”, an easement for fire and emergency access purposes shown as “C”, an easement for public utility and sidewalk purposes shown as “D”, an easement for Colton Electric Utilities shown as “E”, and an easement for sidewalk purposes shown as “F” on Final Tract Map No. 20352. Final Tract Map No. 20352 has been reviewed for conformance with the Subdivision Map Act (SMA) and local ordinances.

In accordance with the SMA, a Subdivision Improvement Agreement (SIA) has been filled out and submitted to the City of Colton, and is included attached. With the subdivision, Bonds or securities are included as well to cover the off-site public improvement costs if the project were to not move forward for any reason.

Fiscal Impacts:

No fiscal impacts are associated with this action. As part of the conditions for approval, this project is subject to annexation into the City's Safety and Maintenance CFDs, No. 2021-1 and 2021-2, respectively.

Alternatives:

1. Provide alternative direction to staff.

Attachments:

1. Attachment A - Final Tract Map 20352

2. Attachment B - SIA_TM 20352

23152.06000\40899950.1
-4-
assigned task. If any person employed by, the Developer, a contractor or subcontractor fails or refuses to carry out the directions of the City or appears to the City, in its sole and absolute discretion, to be incompetent or to act in a disorderly or improper manner, such person shall be removed from the project immediately upon request by the City, and such person shall not again be employed on the work. Such removal shall not be the basis for any claim of compensation or damages against the City.

In addition, Developer shall maintain an office with a telephone, and Developer or a person authorized to make decisions and to act on Developer’s behalf in Developer’s absence shall be available to be on the job within three (3) hours of being called at such office by the City, during the hours of 9:00 a.m. through 5:00 p.m., Monday through Friday, or any other day or time when work is being performed on the Public Improvements. Developer shall also provide City with a telephone number, at which Developer, or its representative, shall be available twenty-four (24) hours a day in the event of an emergency.

3.0 Maintenance of Public Improvements and Landscaping. City shall not be responsible or liable for the maintenance or care of the Public Improvements until City approves and accepts them. City shall exercise no control over the Public Improvements until accepted. Any use by any person of the Public Improvements, or any portion thereof, shall be at the sole and exclusive risk of Developer at all times prior to City’s acceptance of the Public Improvements.

Developer shall maintain all the Public Improvements in a state of good repair until they are completed by Developer and approved and accepted by City, and until the security for the performance of this Agreement is released.

Maintenance shall include, but shall not be limited to: repair of pavement, curbs, gutters, sidewalks, signals, parkways, water mains, and sewers; maintaining all landscaping in a vigorous and thriving condition reasonably acceptable to City; removal of debris from sewers and storm drains; and sweeping, repairing, and maintaining in good and safe condition all streets and street improvements. Developer shall cause the sweeping of streets to occur weekly at a minimum.

Developer shall perform additional street sweeping work as necessary depending on construction activities or as required by, and at the direction of, the City Engineer. It shall be Developer’s responsibility to initiate all maintenance work, but if it shall fail to do so, it shall promptly perform such maintenance work when notified to do so by City. If Developer fails to properly prosecute its maintenance obligation under this Section, City may do all work necessary for such maintenance and the cost thereof shall be the responsibility of Developer and its surety under this Agreement.

City shall not be responsible or liable for any damages or injury of any nature in any way related to or caused by the Public Improvements or their condition prior to acceptance.

3.1 Landscaping and Existing Irrigation Systems. Developer shall plant and maintain parkway trees and landscaping as provided in Section 12.32.030 and shall repair and maintain them in accordance with section 8.040.030 of the municipal code, and as directed by the Public Works and Utility Services Department. The Developer shall also be responsible for the replacement, relocation or removal of any component of any irrigation water system in conflict with the construction or installation of the Public Improvements. Such replacement, relocation or removal shall be performed to the complete satisfaction of the City Engineer and the owner of such water system.

Item: 10.

Staff Report
Meeting Date: August 5, 2025
To: City Council
From: Bill Smith, City Manager
Prepared By: Chad Blais, PW & Utility Services Director Item Name: Measure I Five Year CIP and CPNA - Approve the Measure I, 5-Year Capital Improvement Plan (CIP) and Capital Project Needs Analysis (CPNA) for Fiscal Year (FY) 2025/2026, RESOLUTIONS R-59-25 and R-60-25.

Recommended Action:

Staff recommends City Council:

1. Approve Resolution No. R-59-25 (Exhibit D) reaffirming and adopting Fiscal Year 2025/2026 Measure I Five-Year Capital Improvement Plan (Exhibit A) and Expenditure Strategy Plan (Exhibit B).

2. Approve Resolution No. R-60-25 (Exhibit E) approving submittal of the Fiscal Year 2025/2026 to FY 2029/30 Five-Year Capital Projects Needs Analysis (CPNA – Exhibit C) to the San Bernardino County Transportation Authority (SBCTA), as required by the Measure I Strategic Plan.

Background:

In 1989, the San Bernardino County voters approved the passage of Measure I, authorizing San Bernardino County Transportation Authority (SBCTA), to impose a one-half of one-percent sales tax through 2010. This tax revenue is designated for transportation and traffic management programs. In 2004, voters approved an extension of this sales tax through 2040.

Measure I requires that each local jurisdiction receiving program revenues annually adopt a FiveYear Capital Improvement Plan and an Expenditure Strategy Plan. The Five-Year Capital Improvement and Expenditure Strategy Plan outlines how the local agency plans to expend its funds. As part of the County-Wide Measure I Sales Initiative Program, the measure requires an annual adoption and update of the respective plans.

Issues/Analysis:

Measure I Five-Year Capital Improvement Plan and Expenditure Strategy Plan Measure I Policy Valley Local Streets (Policy VLS–11) requires that the Five Year Capital Improvement Plan shall be the basis for the annual audit. Jurisdictions will have flexibility in moving projects around in their Five Year Capital Improvement Plan based on the necessities of the jurisdiction. However, in order for the project to be qualified for expenditure of Local Streets funds, the project must be included in the Five Year Capital Improvement and Expenditure Strategy Plan.

Measure I Local Pass-Through funds estimated revenue for fiscal year 2025/2026 when the budget was created is $1,418,245 and the total anticipated revenue from Fiscal Year 2025/2026 to Fiscal Year 2029/2030 is $7,276,494 (see Exhibit F). Attached as Exhibit A is the Five-Year Measure I Capital Improvement Plan and Exhibit B is the Measure I Expenditure Strategy Plan for Fiscal Year 2025/2026 to FY 2029/2030.

The projects that will be funded by Measure I for Fiscal Year 2025/2026 are as follows with corresponding cost:

Projects Amount
1 Pavement Rehabilitation: Holly Ave. (Hillcrest Ave. to Grant Ave.) $ 58,438.00 2 Pavement Rehabilitation: Monterey Ave. (Bothwell Ave. to Fairview Ave.) $ 21,813.00 3 Pavement Rehabilitation: Miller Dr. (Laurel St. to north end) $ 126,148.00 4 “C” Street Landscaping Project $ 180,000.00
5 Traffic Signal Improvements:

Cooley Dr./Old Ranch Rd.,
7th St./Valley Blvd.,
La Cadena Dr./Laurel St., and
Meridian Ave./Olive St.
$ 450,000.00
6 Traffic Signal – Hunts Ln./ Stewart St./ Harwick Dr. $ 192,500.00 7 FY 25/26 Citywide Slurry Seal Project $ 150,000.00
8 FY 25/26 Citywide Sidewalk/ ADA Improvement $ 180,000.00 9 City Wide Street and Traffic Improvements $ 59,346.00 Total = $ 1,418,245.00
Inclusion of streets with pavement rehabilitation scope of work was based on the Pavement Management Plan. Below is the corresponding Pavement Condition Index (PCI) for these streets:

Streets PCI
1 Holly Ave. (Hillcrest Ave. to Grant Ave.) 38, 37, 37
2 Monterey Ave. (Bothwell Ave. to Fairview Ave.) 60, 59, 59 3 Miller Dr. (Laurel St. to north end) 55, 54
Pavement Condition Index (PCI) is a numerical index between 0 and 100 being used to indicate

the general condition and distress of a pavement. PCI is rated 0-100, 100 being best and 0 as worst condition. The descriptive range of the PCI rating are: 0-25 (Very Poor), 26-40 (Poor), 41- 50 (marginal), 51-60 (Fair), 61-70 (Good), 71-85 (Very Good) and 86-100 (Excellent).

Pavement distress includes but is not limited to cracking, bumps, sags, potholes, joint reflections and exposed aggregates. The average PCI of the City’s road network (total of 141.5 miles) in 2017 is 64. The national average PCI rating is 60 to 65.

Staff recommends approval of the attached Resolution No. R-59-25, affirming the Measure I Capital Improvement Plan and Expenditure Strategy Plan for Fiscal Year 2025/2026 to Fiscal Year 2029/2030.

Measure I Five-Year Capital Project Needs Analysis
On April 1, 2009, SBCTA Board of Directors approved the Strategic Plan, which is the reference manual and policy document for the administration of Measure I 2010-2040 programs by SBCTA and its member agencies. The Strategic Plan requires all local jurisdictions applying for revenue from the Measure I-Valley Street and Freeway Interchange Programs to annually adopt and update a Five-Year Capital Project Needs Analysis. Staff requests authorization (Resolution No. R-60-25 – Exhibit E) to submit the updated Capital Project Needs Analysis for FY 2026/2027 to FY 2030/2031, attached as Exhibit C.

Local jurisdictions apply for funds from the Valley Street and Freeway Interchange Programs to finance improvements along City arterial roadways and interchanges. The projects identified for allocations are arterial improvements to the La Cadena Drive over Santa Ana River Bridge Replacement Project, Mount Vernon Avenue over UPRR Bridge Widening Project, and Reche Canyon Road Re-alignment to Hunts Lane Project. These projects are all identified in our current Capital Improvement Program.

The prior and current year Measure I Arterial Funding, with the required Development Impact Fee (DIF) match, is being used as a match for the federally funded projects such as the La Cadena Drive over Santa Ana River Bridge Replacement Project, the Mt. Vernon Avenue over UPRR Bridge Widening Project, and the Reche Canyon Road Extension to Hunts Lane Project.

Mt. Vernon Ave. over UPRR Bridge project is on-going and currently in right of way phase and anticipated to be in construction in October of 2026. La Cadena Dr. over Santa Ana River Bridge Replacement project is seeking construction authorization from Caltrans and is estimated to begin construction in March of 2026. The Reche Canyon Realignment to Hunts Lane Project is in the Preliminary Engineering and Environmental Document Phase, and this phase is estimated to be completed by September 2026.

ENVIRONMENTAL IMPACTS
Each of the Projects listed on the Measure I Five Year Capital Improvement Plan and Expenditure Strategy Plan, and the Measure I Five-Year Capital Project Needs Analysis are required to comply with the National Environmental Protection Agency (NEPA) and/or California Environmental Quality Acts (CEQA).

Fiscal Impacts:

Sufficient appropriations for the projects listed on the Fiscal Year 2025/2026 Measure I CIP are available in the following expenditure account numbers:

Project Name Account No. Amount
1 FY 2025/2026 Street Paving Project
Holly Ave. (Hillcrest Ave. to Grant Ave.) 218-2614-6150-3890 $ 58,438.00 Monterey Ave. (Bothwell Ave. to Fairview Ave.) 218-2615-6150-3890 $ 21,813.00 Miller Dr. (Laurel St. to north end) 218-2615-6150-3890 $ 126,148.00 2 "C" Street Landscaping Project 218-2617-6150-3890 $ 180,000.00 3 Traffic Signal Improvements - Various Streets 218-2618-6150-3890 $ 450,000.00 4 Traffic Signal: Hunts Ln., Stewart St., & Harwick Dr. 218-2619-6150-3890 $ 192,500.00 5 FY 2025/2026 Citywide Slurry Seal Project 218-2620-6150-3890 $ 150,000.00 6 FY 2025/2026 Citywide Sidewalk/ ADA
Improvement
218-2621-6150-3890 $ 180,000.00
7 City Wide Street and Traffic Improvement 218-2622-6150-3890 $ 59,346.00 Total = $1,418,245.00
The Measure I expenditure budget was based on revenue projection provided by SBCTA staff.

Alternatives:

Provide alternative direction to staff.

Attachments:

1. Exhibit A - 2026-2030 CIP_Report_Colton

2. Exhibit B - Measure I-Strategy Plan

3. Exhibit C - FY26-27_FY30-31 CPNA Expenditure

4. Exhibit D - Reso. No. R-59-25 5 Year CIP_FY25-26

5. Exhibit D - R-34-16 Adopting the Measure I 2010-2040 Maintenance of Effort Base Year

6. Exhibit E - Reso. No. R-60-25 5 Year CPNA_FY25-26

7. Exhibit F - 2026-2030 MICIP 5 Year Revenue Est

Resolution Number:

Resolution Approval Date:

Contact Person/Title:

Phone:

Email:
6/30/25 Carryover Balance $1,588,207.21
FY2025/26 Est. Revenue FY2026/27 Est. Revenue FY2027/28 Est. Revenue FY2028/29 Est. Revenue FY2029/30 Est. Revenue Total Est. Rev. $1,375,906 $1,414,156 $1,453,751 $1,494,889 $1,537,791 $7,276,494 Projects:

Pavement Rehab: Holly Ave. (Hillcrest Ave. to Grant Ave.) 0.0% 0.0% $58,438 $58,438 $0 $0 $0 $0 $58,438 Pavement Rehab: Monterey Ave. (Bothwell Ave. to Fairview Ave.) 0.0% 0.0% $21,813 $21,813 $0 $0 $0 $0 $21,813 Pavement Rehab: Miller Dr. (Laurel St. to north end) 0.0% 0.0% $126,147 $126,148 $0 $0 $0 $0 $126,148 "C" Street Landscaping Project 0.0% 0.0% $180,000 $180,000 $0 $0 $0 $0 $180,000 Traffic Signal Improvement - Various Streets 0.0% 0.0% $450,000 $450,000 $0 $0 $0 $0 $450,000 Traffic Signal - Hunts Ln./ Stewart St./ Harwick Dr. 0.0% 0.0% $192,500 $192,500 $0 $0 $0 $0 $192,500 FY 25/26 Citywide Slurry Seal Project 0.0% 0.0% $150,000 $150,000 $0 $0 $0 $0 $150,000 FY 25/26 Citywide Sidewalk/ADA Improvement 0.0% 0.0% $180,000 $180,000 $0 $0 $0 $0 $180,000 City Wide Street and Traffic Improvement 0.0% 0.0% $59,346 $59,346 $0 $0 $0 $0 $59,346 Pavement Rehab: Cooley Dr. (West end to Ashley Dr.) 0.0% 0.0% $403,608 $403,608 $0 $0 $0 $0 $403,608 Pavement Rehab: Olive Ave. (La Cadena Dr. to Bordwell Ave.) 0.0% 0.0% $101,160 $101,160 $0 $0 $0 $0 $101,160 Pavement Rehab: Bordwell Ave. (East end of Olive St. to Olive St.) 0.0% 0.0% $33,325 $33,325 $0 $0 $0 $0 $33,325 Pavement Rehab: 11th St. ("M" St. to "O" St.) 0.0% 0.0% $70,360 $70,360 $0 $0 $0 $0 $70,360 Pavement Rehab: Randall Ave. (Pepper Ave. to West City Limit) 0.0% 0.0% $147,753 $147,753 $0 $0 $0 $0 $147,753 Pavement Rehab: Berkeley Ct. (Rosedale Ave. - West End) 0.0% 0.0% $44,505 $44,505 $0 $0 $0 $0 $44,505 FY 24-25 Citywide Alley Paving Project 0.0% 0.0% $63,700 $63,700 $0 $0 $0 $0 $63,700 Citywide Sidewalk and ADA Improvement Project 0.0% 0.0% $257,806 $253,758 $0 $0 $0 $0 $253,758 FY 24/25 Citywide Slurry Seal Project 0.0% 0.0% $200,000 $20,576 $0 $0 $0 $0 $20,576 FY 24/25 Citywide Street and Traffic Improvement 0.0% 0.0% $65,073 $23,193 $0 $0 $0 $0 $23,193 Olive St. Sidewalk Improvement Project (with County of SB) 0.0% 0.0% $826,000 $181,000 $0 $0 $0 $0 $181,000 FY 23/24 Citywide Sidewalk/ ADA Improvement 0.0% 0.0% $264,358 $13,596 $0 $0 $0 $0 $13,596 City Wide Street and Traffic Improvement 0.0% 0.0% $79,239 $20,651 $0 $0 $0 $0 $20,651 "O" Street Improvement Project (La Cadena Dr. to 6th St.) 0.0% 0.0% $185,415 $32,768 $0 $0 $0 $0 $32,768 Bridge Retrofit - Mt. Vernon Ave. over Santa Ana River 0.0% 0.0% $3,500,000 $1,804 $0 $0 $0 $0 $1,804 San Bernardino Ave. St. Improvement bet. Pepper and Indigo (installation curb, gutter, sidewalk, striping & signs) 0.0% 0.0% $450,000 $77,321 $0 $0 $0 $0 $77,321 Barton Bridge Removal Project 0.0% 0.0% $4,500,000 $32,090 $0 $0 $0 $0 $32,090 La Cadena Bridge Replacement Project 0.0% 0.0% $32,000,000 $65,116 $0 $0 $0 $0 $65,116 Citywide Paving Project 0.0% 0.0% $3,320,000 $800,000 $800,000 $810,000 $830,000 $880,000 $4,120,000 Citywide Alley Paving Project 0.0% 0.0% $335,000 $80,000 $80,000 $85,000 $85,000 $85,000 $415,000 Citywide Sidewalk and ADA Improvement Project 0.0% 0.0% $1,160,000 $270,000 $270,000 $280,000 $300,000 $310,000 $1,430,000 Citywide Slurry Seal Project 0.0% 0.0% $900,000 $220,000 $220,000 $225,000 $225,000 $230,000 $1,120,000 Citywide Street and Traffic Project 0.0% 0.0% $209,487 $48,245 $48,245 $58,540 $58,245 $44,457 $257,732

0.0% 0.0% $0 $0 $0 $0 $0 $0 $0
$4,422,774 $1,418,245 $1,458,540 $1,498,245 $1,549,457 $10,347,261 Total Programming is currently 117% Total Estimated Programming: $10,347,261 Is Project in
City's
Non-motorized
Transportation
Plan?
(Yes/No)
Does Project
have an ATP
Component?
(Yes/No)
Is the Project on the City's
Nexus Study List?
(Public/DIF Share %)
Estimated Total
Project Cost
[email protected]
Projects Total:

Colton
Current
Estimate
Current
Estimate
Total Current
Estimate
Current
Estimate
Current
Estimate
(Must not exceed 150% of Carryover Balance +
Total Estimated Revenue)
R-59-25 Jurisdiction:
8/5/2025
Moises Peralta
(909) 370-5194
Measure I Local Pass-through Program

FIVE YEAR CAPITAL IMPROVEMENT PLAN
Fiscal Years 2025/2026 thru 2029/2030

EXHIBIT “B”
City of Colton
MEASURE “I” EXPENDITURE STATEGY PLAN
The City of Colton allocates approximately eighty percent (80%) of annual Measure I revenue for system improvements to streets infrastructure. Delivery of these improvements is focused on streets requiring rehabilitation or safety enhancement improvements. Measure I funds are also being used to provide local match for federal and state grant funded projects; these projects are focused on improving Colton’s infrastructure and/or transportation system for pedestrian/bicycle/vehicular traffic.

The remaining twenty percent (20%) of the City’s annual Measure I revenue are allocated to pedestrian safety such as sidewalk, handicap ramp installation, and other traffic safety improvements. All identified improvements are consistent with the goals of the city’s General Plan Circulation Element.

Nexus Project Cost $ 3,314,840
Dev. Loan? No
5-Year Advance? No
Public Share: 56.4%
Dev. Share: 43.60%
Project Information Phase Funding PRIOR* FY 26/27 FY 27/28 FY 28/29 FY 29/30 FY 30/31 FUTURE PA&ED
Total Cost: $0.00
Fund Type: MSI Arterial $ - $ - $ - $ - $ - $ - $ -
HBP $ - $ - $ - $ - $ - $ - $ -
DEV FEE $ - $ - $ - $ - $ - $ - $ -
- Select Fund - $ - $ - $ - $ - $ - $ - $ -
Other: ______ $ - $ - $ - $ - $ - $ - $ -
PS&E
Total Cost: $0.00
Fund Type: MSI Arterial $ - $ - $ - $ - $ - $ - $ -
HBP $ - $ - $ - $ - $ - $ - $ -
DEV FEE $ - $ - $ - $ - $ - $ - $ -
- Select Fund - $ - $ - $ - $ - $ - $ - $ -
Other: ______ $ - $ - $ - $ - $ - $ - $ -
ROW
Total Cost: $300,091.16
Fund Type: MSI Arterial $ 19,413.14 $ - $ - $ - $ - $ - $ - HBP $ 265,670.70 $ - $ - $ - $ - $ - $ -
DEV FEE $ 15,007.32 $ - $ - $ - $ - $ - $ -
- Select Fund - $ - $ - $ - $ - $ - $ - $ -
Other: ______ $ - $ - $ - $ - $ - $ - $ -
CONST
Total Cost: $28,600,000.00
Fund Type: MSI Arterial $ - $ 616,718.96 $ 616,718.96 $ 616,718.96 $ - $ - $ - HBP $ - $ 8,439,860.00 $ 8,439,860.00 $ 8,439,860.00 $ - $ - $ - DEV FEE $ - $ 476,754.37 $ 476,754.37 $ 476,754.37 $ - $ - $ - - Select Fund - $ - $ - $ - $ - $ - $ - $ -
- Select Fund - $ - $ - $ - $ - $ - $ - $ -
- Select Fund - $ - $ - $ - $ - $ - $ - $ -
Other: ______ $ - $ - $ - $ - $ - $ - $ -
Widen La Cadena Dr. from Rancho
Ave. to Iowa Split incl. Bridge Over
Santa Ana River
*Prior should identify any expenses incurred in prior years that have not yet been reimbursed by SBCTA including anticipated FY 2025/2026 expenses.

Capital Project Needs Analysis
City of Colton
Valley Arterial Sub-Program
Current Total Project Cost
Estimate:
$26,173,958.00
Total Measure I Request:
$1,869,570.02
(Summation of Measure I)
Comments:

Exhibit C - FY26-27_FY30-31 CPNA Expenditure Plan (Autosaved)2 - Proj 1

Nexus Project Cost $ 3,162,496
Dev. Loan? No
5-Year Advance? No
Public Share: 56.4%
Dev. Share: 43.60%
Project Information Phase Funding PRIOR* FY 26/27 FY 27/28 FY 28/29 FY 29/30 FY 30/31 FUTURE PA&ED
Total Cost: $0.00
Fund Type: MSI Arterial $ - $ - $ - $ - $ - $ -
HBP $ - $ - $ - $ - $ - $ -
DEV FEE $ - $ - $ - $ - $ - $ -
- Select Fund - $ - $ - $ - $ - $ - $ - $ -
Other: ______ $ - $ - $ - $ - $ - $ - $ -
PS&E
Total Cost: $0.00
Fund Type: MSI Arterial $ - $ - $ - $ - $ - $ -
HBP $ - $ - $ - $ - $ - $ -
DEV FEE $ - $ - $ - $ - $ - $ -
- Select Fund - $ - $ - $ - $ - $ - $ - $ -
Other: ______ $ - $ - $ - $ - $ - $ - $ -
ROW
Total Cost: $1,497,579.00
Fund Type: MSI Arterial $ 182,550.44 $ - $ - $ - $ - $ - $ - HBP $ 1,173,908.00 $ - $ - $ - $ - $ - $ -
DEV FEE $ 141,120.56 $ - $ - $ - $ - $ - $ -
- Select Fund - $ - $ - $ - $ - $ - $ - $ -
Other: ______ $ - $ - $ - $ - $ - $ - $ -
CONST
Total Cost: $24,750,000.00
Fund Type: MSI Arterial $ 533,699.10 $ 533,699.10 $ 533,699.10 $ - $ - $ - HBP $ 7,303,725.00 $ 7,303,725.00 $ 7,303,725.00 $ - $ - $ - DEV FEE $ 412,575.90 $ 412,575.90 $ 412,575.90 $ - $ - $ - - Select Fund - $ - $ - $ - $ - $ - $ - $ -
- Select Fund - $ - $ - $ - $ - $ - $ - $ -
- Select Fund - $ - $ - $ - $ - $ - $ - $ -
Other: ______ $ - $ - $ - $ - $ - $ - $ -
Capital Project Needs Analysis
City of Colton
Valley Arterial Sub-Program
Current Total Project Cost
Estimate:
$17,662,602.00
Total Measure I Request:
$1,783,647.74
(Summation of Measure I)
Mount Vernon Ave. Bridge over
UPRR Widening Project
*Prior should identify any expenses incurred in prior years that have not yet been reimbursed by SBCTA including anticipated FY 2025/2026 expenses.

Comments:

Exhibit C - FY26-27_FY30-31 CPNA Expenditure Plan (Autosaved)2 - Proj 2

Nexus Project Cost $ 1,131,510
Dev. Loan? No
5-Year Advance? No
Public Share: 56.4%
Dev. Share: 43.60%
Project Information Phase Funding PRIOR* FY 26/27 FY 27/28 FY 28/29 FY 29/30 FY 30/31 FUTURE PA&ED
Total Cost: $134,985.00
Fund Type: MSI Arterial $ 15,226.31 $ - $ - $ - $ - $ - $ - DEMO $ 107,988.00 $ - $ - $ - $ - $ - $ -
DEV FEE $ 11,770.69 $ - $ - $ - $ - $ - $ -
- Select Fund - $ - $ - $ - $ - $ - $ - $ -
Other: ______ $ - $ - $ - $ - $ - $ - $ -
PS&E
Total Cost: $449,965.00
Fund Type: MSI Arterial $ 50,756.05 $ - $ - $ - $ - $ - $ - DEMO $ 251,972.00 $ - $ - $ - $ - $ - $ -
DEV FEE $ 39,236.95 $ - $ - $ - $ - $ - $ -
- Select Fund - $ - $ - $ - $ - $ - $ - $ -
Other: CPFCDS $ 108,000.00 $ - $ - $ - $ - $ -
ROW $ -
Total Cost: $260,000.00
Fund Type: MSI Arterial $ - $ 29,328.00 $ - $ - $ - $ - $ - DEV FEE $ - $ 22,672.00 $ - $ - $ - $ - $ -
- Select Fund - $ - $ - $ - $ - $ - $ - $ -
- Select Fund - $ - $ - $ - $ - $ - $ - $ -
Other: CPFCDS $ - $ 208,000.00 $ - $ - $ - $ - $ -
CONST
Total Cost: $4,812,600.00
Fund Type: MSI Arterial $ - $ - $ 180,953.76 $ 180,953.76 $ 180,953.76 $ - $ - DEV FEE $ - $ - $ 139,886.24 $ 139,886.24 $ 139,886.24 $ - $ - - Select Fund - $ - $ - $ - $ - $ - $ - $ -
- Select Fund - $ - $ - $ - $ - $ - $ - $ -
- Select Fund - $ - $ - $ - $ - $ - $ - $ -
- Select Fund - $ - $ - $ - $ - $ - $ - $ -
Other: CPFCDS $ - $ - $ 1,283,360.00 $ 1,283,360.00 $ 1,283,360.00 $ - $ - Capital Project Needs Analysis
City of Colton
Valley Arterial Sub-Program
Current Total Project Cost
Estimate:
$5,669,970.00
Total Measure I Request:
$638,171.64
(Summation of Measure I)
Realign Reche Cyn. Rd. to Hunts
Lane from Washington St. to City
Limit (New 4 lane road)
*Prior should identify any expenses incurred in prior years that have not yet been reimbursed by SBCTA including anticipated FY 2025/2026 expenses.

Comments:

The project was granted $4.166M
federal grant from Community
Project Funded Congressional
Directed Spending (CPFCDS) in
April 2023.

Exhibit C - FY26-27_FY30-31 CPNA Expenditure Plan (Autosaved) - Proj 3

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RESOLUTION NO. R-59-25

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COLTON,
CALIFORNIA ADOPTING THE FISCAL YEAR 2025/2026 MEASURE I FIVE

YEAR CAPITAL IMPROVEMENT PLAN AND THE MEASURE I EXPENDITURE

STRATEGY PLAN
WHEREAS the City of Colton is a municipal corporation duly organized and existing pursuant to the Constitution and laws of the State of California (“City”); and WHEREAS, San Bernardino County voters approved passage of Measure I in November 2004, authorizing the San Bernardino County Transportation Authority to impose a one-half of one percent retail transactions and use tax applicable in the incorporated and unincorporated territory of the County of San Bernardino; and
WHEREAS, revenue from the tax can only be used for transportation improvement and traffic management programs authorized in the Expenditure Plans set forth in Ordinance No. 04-1 of the Authority; and
WHEREAS, the Strategic Plan requires each local jurisdiction applying for revenue from the Local Streets Program to annually adopt and update a Five-Year Capital Improvement Program, and
WHEREAS, Expenditure Plans of the San Bernardino County Transportation Authority Ordinance No. 89-1 also require that each local jurisdiction annually adopt and update its Capital Improvement Plans; and
WHEREAS, California Public Utilities Code 190300 and Ordinance No. 04-1 require each local jurisdiction to maintain General Fund expenditures for transportation-related construction and maintenance activities at the required Maintenance of Effort base year level in each fiscal year of the adopted Five-Year Capital Improvement Plan, which for the City of Colton is $313,796 (attached to this Resolution).

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF COLTON, STATE OF CALIFORNIA DOES HEREBY resolve, reaffirm and adopt the Fiscal Year 2025/2026 Five Year Measure I Capital Improvement Plan (Exhibit “A”) and Expenditure Strategy Plan (Exhibit “B”).

PASSED, APPROVED AND ADOPTED THIS 05th DAY OF AUGUST 2025 _______________________________
FRANK J. NAVARRO
Mayor
ATTEST:
______________________________
ISAAC T. SUCHIL
City Clerk

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RESOLUTION NO. R-60-25

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COLTON,

CALIFORNIA ADOPTING THE MEASURE I FIVE-YEAR CAPITAL PROJECT NEEDS ANALYSIS (CPNA) FOR FISCAL YEAR 2026/2027 TO FY 2030/2031 WHEREAS the City of Colton is a municipal corporation duly organized and existing pursuant to the Constitution and laws of the State of California (“City”); and WHEREAS, San Bernardino County voters approved passage of Measure I in November 2004, authorizing the San Bernardino County Transportation Authority to impose a one-half of one percent retail transactions and use tax applicable in the incorporated and unincorporated territory of the County of San Bernardino; and
WHEREAS, revenue from the tax can only be used for transportation improvement and traffic management programs authorized in the Expenditure Plans set forth in Ordinance No. 04-1 of the Authority; and
WHEREAS, the Strategic Plan requires each local jurisdiction applying for revenue from the Valley Major Street and Freeway Interchange Programs to annually adopt and update a Five-Year Capital Project Needs Analysis.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF COLTON, STATE OF CALIFORNIA DOES HEREBY resolve, reaffirm and adopt the Measure I Five-Year Capital Project Needs Analysis (CPNA) for Fiscal Year 2026/2027 TO FY 2030/2031, attached to this resolution.

PASSED, APPROVED AND ADOPTED THIS 05th DAY OF AUGUST 2025 _________________________
FRANK J. NAVARRO
Mayor
ATTEST:
___________________________
ISAAC T. SUCHIL
City Clerk

EXHIBIT F
REV FY24/25 FY25/26 FY26/27 FY27/28 FY28/29 FY29/30
Chino 5.87% $ 2,416,627 $ 2,413,663 $ 2,480,762 $ 2,550,221 $ 2,622,387 $ 2,697,646 $ 12,764,678 Chino Hills 4.85% $ 1,994,536 $ 1,992,090 $ 2,047,469 $ 2,104,797 $ 2,164,358 $ 2,226,472 $ 10,535,185 Colton 3.35% $ 1,377,596 $ 1,375,906 $ 1,414,156 $ 1,453,751 $ 1,494,889 $ 1,537,791 $ 7,276,494 Fontana 13.58% $ 5,591,587 $ 5,584,728 $ 5,739,982 $ 5,900,697 $ 6,067,674 $ 6,241,808 $ 29,534,889 Grand Terrace 0.81% $ 333,345 $ 332,936 $ 342,192 $ 351,773 $ 361,727 $ 372,108 $ 1,760,736 Highland 3.53% $ 1,453,239 $ 1,451,456 $ 1,491,806 $ 1,533,576 $ 1,576,973 $ 1,622,230 $ 7,676,041 Loma Linda 1.58% $ 651,629 $ 650,830 $ 668,923 $ 687,652 $ 707,111 $ 727,404 $ 3,441,920 Montclair 2.36% $ 971,271 $ 970,079 $ 997,047 $ 1,024,964 $ 1,053,968 $ 1,084,216 $ 5,130,274 Ontario 11.49% $ 4,730,257 $ 4,724,454 $ 4,855,793 $ 4,991,751 $ 5,133,007 $ 5,280,318 $ 24,985,322 Rancho Cucamonga 10.99% $ 4,523,845 $ 4,518,295 $ 4,643,903 $ 4,773,928 $ 4,909,020 $ 5,049,902 $ 23,895,048 Redlands 4.61% $ 1,897,490 $ 1,895,162 $ 1,947,848 $ 2,002,386 $ 2,059,049 $ 2,118,141 $ 10,022,585 Rialto 6.54% $ 2,691,008 $ 2,687,707 $ 2,762,425 $ 2,839,771 $ 2,920,130 $ 3,003,934 $ 14,213,966 San Bernardino 14.36% $ 5,913,108 $ 5,905,854 $ 6,070,036 $ 6,239,992 $ 6,416,570 $ 6,600,717 $ 31,233,170 Upland 4.96% $ 2,043,373 $ 2,040,866 $ 2,097,602 $ 2,156,333 $ 2,217,352 $ 2,280,987 $ 10,793,140 Yucaipa 3.41% $ 1,404,533 $ 1,402,810 $ 1,441,808 $ 1,482,177 $ 1,524,120 $ 1,567,860 $ 7,418,776 County/Valley 7.71% $ 3,172,454 $ 3,168,563 $ 3,256,648 $ 3,347,832 $ 3,442,568 $ 3,541,365 $ 16,756,975 Total Valley Region 100.00% $ 41,165,900 $ 41,115,400 $ 42,258,400 $ 43,441,600 $ 44,670,900 $ 45,952,900 $ 217,439,200 Measure I Local Pass-through Program

VALLEY SUBAREA
Population
Distribution
Percentage
Total FY25/26
through FY29/30
Valley Subarea
Estimated Annual Local Pass-Through Amount
REVENUE ESTIMATES FOR FY2024/2025 thru FY2029/2030

Item: 11.

Staff Report
Meeting Date: August 5, 2025
To: City Council
From: Bill Smith, City Manager
Prepared By: Chad Blais, PW & Utility Services Director Item Name: Notice of Completion - CDBG COLT-23-1-03K/0279 Target Area Alley Reconstruction Project - Approve the Execution and Recordation of the Notice of Completion for the CDBG COLT-23-1-03K/0279 Target Area Alley Reconstruction Project.

Recommended Action:

Staff recommends that City Council approve the execution and recordation of the Notice of Completion for the CDBG COLT-23-1-03K/0279 Target Area Alley Reconstruction Project completed by DM Contracting, Inc.

Background:

On August 6, 2024, City Council awarded a contract to reconstruct and repave the following alleys to DM Contracting, Inc. in the amount of $429,375.00.

1. 7th Street to La Cadena Drive, north of C Street.

2. Between Hanna Street and Olive Street, La Cadena Drive and 9th Street.

3. Between G Street and H Street, 3rd Street to 4th Street.

4. Between F Street and G Street, 12th Street to west end.

5. Between K Street and L Street, 5th Street to east end.

6. Between L Street and M Street, 5th Street to east end.

7. Between N Street and O Street, 7th Street to west end.

8. Between 9th Street and 10th Street, north of G Street.

Issues/Analysis:

The project is now complete to the satisfaction of the City Project Manager and the attached Notice of Completion can now be recorded accordingly.

Fiscal Impacts:

There is no additional fiscal impact to approve the filing and recording of the Notice of Completion. The total project cost, including Change Order #1, was $436,850.00.

Alternatives:

1. Provide alternative direction to staff.

Attachments:

1. Exhibit A - Notice of Completion

RECORDING REQUESTED BY

AND WHEN RECORDED MAIL TO
Name: City of Colton
Street 650 N. La Cadena Drive
Address
City & Colton, California
State California
Zip 92324
SPACE ABOVE THIS LINE FOR RECORDER’S USE
Notice of Completion
NOTICE IS HEREBY GIVEN THAT:

1. The City of Colton is the owner of the interest or estate stated below in the property hereinafter described.

2. The full name of the undersigned is Victor Ortiz, P.E

3. The full address of the undersigned is 650 N. La Cadena Drive, Colton, CA 92324

4. The nature of the title of the undersigned is City of Colton is the owner in fee, of a certain public improvement (E.G. owner in fee OR vender under contract of purchase OR lessee OR OTHER APPROPRIATE DESIGNATION).

5. The full names and full addresses of all persons, if any, who holds title with the undersigned as joint tenants or as tenants in common are:

Names Addresses

N/A N/A

6. The names of the predecessors in interest of the undersigned, if the property was transferred subsequent to the commencement of the work of improvement herein referred to are (OR IF NO TRANSFER WAS MADE, INSERT THE WORD “none”):

Names Addresses

N/A N/A

7. A work of improvements on the property hereinafter described was completed on July 1, 2025

8. The name of the original contractor, if any, for the work of improvement was DM CONTRACTING, INC. The kind of work done or material furnished was PAVING OF ALLEYWAYS.

9. The property on which the work of improvement was completed is in the CITY OF COLTON, County of SAN BERNARDINO, State of California, and is described as follows: CDBG COLT-23-1-03K/0279 TARGET AREA ALLEY RECONSTRUCTION PROJECT.

The street address of the said property is various (APN is not applicable) APNs: N/A

Dated: ______________________________________(Signature) Victor Ortiz, P.E., City Engineer, City of Colton

VERIFICATION
I, the undersigned say:

I am the person who signed the foregoing notice. I have read the above notice and know its contents, and the facts stated therein are true of my own knowledge.

I declare under penalty of perjury that the foregoing is true and correct.

Executed at _______Colton_________, California, this _____________ day of ___________, 2025. ____________________________________
Victor Ortiz, P.E., City Engineer, City of Colton

Item: 12.

Staff Report
Meeting Date: August 5, 2025
To: City Council
From: Bill Smith, City Manager
Prepared By: Chad Blais, PW & Utility Services Director Item Name: Notice of Completion - Demolition of Concrete Tank Foundation Project - Approve the Execution and Recordation of a Notice of Completion for the Concrete Foundation Demolition Project.

Recommended Action:

It is recommended that the City Council authorize the execution and recordation of a Notice of Completion for the Concrete Foundation Demolition Project.

Background:

The concrete water tank, known as Rialto Reservoir I, was commissioned by the Works Progress Administration and constructed in 1934. The tank was decommissioned and has been out of functional use and service since the early 1990’s due to a leak. The tank sits on property owned by the City of Colton located within the City of San Bernardino. The concrete tank stands 30’ feet tall and has a diameter of approximately 110’ feet with a capacity of about 3 million gallons.

The tank is located in the Central Pressure Zone. The tank does not meet the current seismic and safety codes due to the age and material of the structure.

Issues/Analysis:

On October 15, 2024, a construction contract was awarded to Unlimited Environmental Inc. for the Concrete Foundation Demolition Project in the amount of $224,000. The scope of the work is to completely remove and dispose of the remaining concrete reservoir foundation.

The Notice to Proceed for the Project was issued on December 30, 2024 and the project was completed per plans and specification on July 11, 2025. A change order in the amount of $21,300 was approved by Council on May 20, 2025 for unforeseen site conditions. The final cost for the project was $245,300.

Fiscal Impacts:

There is no additional fiscal impact to approve the filing and recording of the Notice of Completion. The Project was funded by Water Utility Fund Operations Capital Improvement Account #521-8100-8101-3890-0000-000.

Alternatives:

Provide alternative direction to staff.

Attachments:

1. Exhibit A- Notice of Completion

RECORDING REQUESTED BY

AND WHEN RECORDED MAIL TO
Name: City of Colton
Street 650 N. La Cadena Drive
Address
City & Colton, California
State California
Zip 92324
NO APN SPACE ABOVE THIS LINE FOR RECORDER’S USE
Notice of Completion
NOTICE IS HEREBY GIVEN THAT:

1. The City of Colton is the owner of the interest or estate stated below in the property hereinafter described.

2. The full name of the undersigned is Victor Ortiz, P.E

3. The full address of the undersigned is 650 N. La Cadena Drive, Colton, CA 92324

4. The nature of the title of the undersigned is City of Colton is the owner in fee, of a certain public improvement (E.G. owner in fee OR vender under contract of purchase OR lessee OR OTHER APPROPRIATE DESIGNATION).

5. The full names and full addresses of all persons, if any, who holds title with the undersigned as joint tenants or as tenants in common are:

Names Addresses

N/A N/A

6. The names of the predecessors in interest of the undersigned, if the property was transferred subsequent to the commencement of the work of improvement herein referred to are (OR IF NO TRANSFER WAS MADE, INSERT THE WORD “none”):

Names Addresses

N/A N/A

7. A work of improvements on the property hereinafter described was completed on July 11, 2025

8. The name of the original contractor, if any, for the work of improvement was Unlimited Environmental Inc. The kind of work done or material furnished was Demolition of Rialto Concrete Tank.

9. The property on which the work of improvement was completed is in the City of Colton, County of San Bernardino, State of California, and is described as follows: Concrete Foundation Demolition Tank Project.

The street address of the said property is in the vicinity of the southwest corner of Rialto Avenue and Muscott Street in the City of San Bernardino California (APN 142-222-45 to 48)

Dated: 9/5/2025 ___________________________________(Signature) Victor Ortiz, P.E., City Engineer

VERIFICATION
I, the undersigned say:

I am the person who signed the foregoing notice. I have read the above notice and know its contents, and the facts stated therein are true of my own knowledge.

I declare under penalty of perjury that the foregoing is true and correct.

Executed at _______Colton_________, California, this _______ day of _____________, 2025. ____________________________________________________
(SIGNATURE)

Item: 13.

Staff Report
Meeting Date: August 5, 2025
To: City Council
From: Bill Smith, City Manager
Prepared By: Anthony Vega, Chief of Police
Item Name: Notice of Completion - PD Parking Lot Expansion - Approve Notice of Completion for the Police Department Parking Lot Expansion Project.

Recommended Action:

Staff recommends City Council approve the execution and recordation of the Notice of Completion for the Police Department Parking Lot Expansion Project completed by Roadway Engineering & Construction Corp.

Background:

On December 3, 2024, City Council awarded a contract to expand the Police Department Parking Lot to have more space for officer vehicles to Roadway Engineering & Construction Corp in the amount of $323,531.00.

Issues/Analysis:

On May 6, 2025, City Council approved Change Order No. 1 for the canopy and generator relocation for $42,946.00, for a total project cost of $366,477.00. The project is now complete to the satisfaction of the City Project Manager and the attached Notice of Completion can now be recorded accordingly.

Fiscal Impacts:

There is no additional fiscal impact to approve the filing and recording of the Notice of Completion for this project. The total approved project cost was $366,477.00.

Alternatives:

Provide alternative direction to staff.

Attachments:

1. Exhibit A - Notice of Completion

RECORDING REQUESTED BY

AND WHEN RECORDED MAIL TO
Name: City of Colton
Street 650 N. La Cadena Drive
Address
City & Colton, California
State California
Zip 92324
SPACE ABOVE THIS LINE FOR RECORDER’S USE
Notice of Completion
NOTICE IS HEREBY GIVEN THAT:

1. The City of Colton is the owner of the interest or estate stated below in the property hereinafter described.

2. The full name of the undersigned is Victor Ortiz, P.E

3. The full address of the undersigned is 650 N. La Cadena Drive, Colton, CA 92324

4. The nature of the title of the undersigned is City of Colton is the owner in fee, of a certain public improvement (E.G. owner in fee OR vender under contract of purchase OR lessee OR OTHER APPROPRIATE DESIGNATION).

5. The full names and full addresses of all persons, if any, who holds title with the undersigned as joint tenants or as tenants in common are:

Names Addresses

N/A N/A

6. The names of the predecessors in interest of the undersigned, if the property was transferred subsequent to the commencement of the work of improvement herein referred to are (OR IF NO TRANSFER WAS MADE, INSERT THE WORD “none”):

Names Addresses

N/A N/A

7. A work of improvements on the property hereinafter described was completed on July 1, 2025

8. The name of the original contractor, if any, for the work of improvement was ROADWAY ENGINEERING & CONSTRUCTION CORP. The kind of work done or material furnished was PARKING LOT EXPANSION.

9. The property on which the work of improvement was completed is in the CITY OF COLTON, County of SAN BERNARDINO, State of California, and is described as follows: PD PARKING LOT EXPANSION PROJECT.

The street address of the said property is various (APN is not applicable) APNs: N/A

Dated: ______________________________________(Signature) Victor Ortiz, P.E., City Engineer, City of Colton

VERIFICATION
I, the undersigned say:

I am the person who signed the foregoing notice. I have read the above notice and know its contents, and the facts stated therein are true of my own knowledge.

I declare under penalty of perjury that the foregoing is true and correct.

Executed at _______Colton_________, California, this _____________ day of ___________, 2025. ____________________________________
Victor Ortiz, P.E., City Engineer, City of Colton

Item: 14.

Staff Report
Meeting Date: August 5, 2025
To: City Council
From: Bill Smith, City Manager
Prepared By: Chad Blais, PW & Utility Services Director Item Name: Notice of Completion - Pool Deck Repair Project - Approve the Execution and Recordation of the Notice of Completion for the Pool Deck Project.

Recommended Action:

Staff recommends that City Council approve the execution and recordation of the Notice of Completion for the Pool Deck Project completed by Performance Construction & Painting.

Background:

On October 15, 2024, City Council awarded a contract to resurface the pool deck at the Gonzalez Center to Performance Construction & Painting in the amount of $89,950.00.

Issues/Analysis:

Change order #1, related to a water leak repair in the pool, was approved by City Council on April 15, 2025, for a total project cost of $97,175.00. The project is now complete to the satisfaction of the City Project Manager and the attached Notice of Completion can now be recorded accordingly.

Fiscal Impacts:

There is no additional fiscal impact to approve the filing and recording of the Notice of Completion. The total project cost was $97,175.00.

Alternatives:

1. Provide alternative direction to staff.

Attachments:

1. Exhibit A - Notice of Completion

RECORDING REQUESTED BY

AND WHEN RECORDED MAIL TO
Name: City of Colton
Street 650 N. La Cadena Drive
Address
City & Colton, California
State California
Zip 92324
SPACE ABOVE THIS LINE FOR RECORDER’S USE
Notice of Completion
NOTICE IS HEREBY GIVEN THAT:

1. The City of Colton is the owner of the interest or estate stated below in the property hereinafter described.

2. The full name of the undersigned is Victor Ortiz, P.E

3. The full address of the undersigned is 650 N. La Cadena Drive, Colton, CA 92324

4. The nature of the title of the undersigned is City of Colton is the owner in fee, of a certain public improvement (E.G. owner in fee OR vender under contract of purchase OR lessee OR OTHER APPROPRIATE DESIGNATION).

5. The full names and full addresses of all persons, if any, who holds title with the undersigned as joint tenants or as tenants in common are:

Names Addresses

N/A N/A

6. The names of the predecessors in interest of the undersigned, if the property was transferred subsequent to the commencement of the work of improvement herein referred to are (OR IF NO TRANSFER WAS MADE, INSERT THE WORD “none”):

Names Addresses

N/A N/A

7. A work of improvements on the property hereinafter described was completed on July 1, 2025

8. The name of the original contractor, if any, for the work of improvement was PERFORMANCE CONSTRUCTION & PAINT. The kind of work done or material furnished was POOL DECK RESURFACING.

9. The property on which the work of improvement was completed is in the CITY OF COLTON, County of SAN BERNARDINO, State of California, and is described as follows: POOL DECK REPAIR PROJECT.

The street address of the said property is various (APN is not applicable) APNs: N/A

Dated: ______________________________________(Signature) Victor Ortiz, P.E., City Engineer, City of Colton

VERIFICATION
I, the undersigned say:

I am the person who signed the foregoing notice. I have read the above notice and know its contents, and the facts stated therein are true of my own knowledge.

I declare under penalty of perjury that the foregoing is true and correct.

Executed at _______Colton_________, California, this _____________ day of ___________, 2025. ____________________________________
Victor Ortiz, P.E., City Engineer, City of Colton

Item: 15.

Staff Report
Meeting Date: August 5, 2025
To: City Council
From: Bill Smith, City Manager
Prepared By: Chad Blais, PW & Utility Services Director Item Name: Notice of Completion - Water Department Restroom Project - Approve the Execution and Recordation of a Notice of Completion for the Water Department Restroom Project.

Recommended Action:

It is recommended that the City Council authorize the execution and recordation of a Notice of Completion for the Water Department Restroom Remodel Project.

Background:

The Water Department Office, a 2,500-square-foot facility located at the City’s Corporate Yard, was originally constructed in 1981. Currently, 1,200 square feet is allocated for storage and workshop use, while the remaining 1,300 square feet serves as office space, including a single restroom shared by 18 staff members, both male and female.

Issues/Analysis:

On November 19, 2024, a construction contract was awarded to Estate Design and Construction for the Water Department Restroom Remodel Project for $151,547.00. The scope of the work is to convert the 1,200-square-foot storage area into a multi-stall restroom and locker room area, establish a dedicated break room, and retain a functional workshop.

The Notice to Proceed for the Project was issued on February 25, 2025 and the project was completed per plans and specification on July 11, 2025. A change order in the amount of $30,292.31 was approved by Council on May 20, 2025 to accommodate various design changes.

The final cost for the project, including the approved Change Order No. 1, is $181,839.31.

Fiscal Impacts:

There is no additional fiscal impact associated with filing and recording the Notice of Completion. The Project was funded by Water Utility Fund Operations Division Capital

Improvement Account #521-8100-8101-3890-0000-000.

Alternatives:

Provide alternative direction to staff.

Attachments:

1. Exhibit A- Notice of Completion

RECORDING REQUESTED BY

AND WHEN RECORDED MAIL TO
Name: City of Colton
Street 650 N. La Cadena Drive
Address
City & Colton, California
State California
Zip 92324
APN 016304138 SPACE ABOVE THIS LINE FOR RECORDER’S USE
Notice of Completion
NOTICE IS HEREBY GIVEN THAT:

1. The City of Colton is the owner of the interest or estate stated below in the property hereinafter described.

2. The full name of the undersigned is Victor Ortiz, P.E

3. The full address of the undersigned is 650 N. La Cadena Drive, Colton, CA 92324

4. The nature of the title of the undersigned is City of Colton is the owner in fee, of a certain public improvement (E.G. owner in fee OR vender under contract of purchase OR lessee OR OTHER APPROPRIATE DESIGNATION).

5. The full names and full addresses of all persons, if any, who holds title with the undersigned as joint tenants or as tenants in common are:

Names Addresses

N/A N/A

6. The names of the predecessors in interest of the undersigned, if the property was transferred subsequent to the commencement of the work of improvement herein referred to are (OR IF NO TRANSFER WAS MADE, INSERT THE WORD “none”):

Names Addresses

N/A N/A

7. A work of improvements on the property hereinafter described was completed on July 11, 2025

8. The name of the original contractor, if any, for the work of improvement was Estate Design and Construction The kind of work done or material furnished was Water Department Restroom Remodel Project.

9. The property on which the work of improvement was completed is in the City of Colton, County of San Bernardino, State of California, and is described as follows: Water Department Restroom Remodel Project.

The street address of the said property is 160 S 10th Street Colton CA 92324 (APN 016304138)

Dated: 9/5/2025 ___________________________________(Signature) Victor Ortiz, P.E., City Engineer

VERIFICATION
I, the undersigned say:

I am the person who signed the foregoing notice. I have read the above notice and know its contents, and the facts stated therein are true of my own knowledge.

I declare under penalty of perjury that the foregoing is true and correct.

Executed at _______Colton_________, California, this _______ day of _____________, 2025. ____________________________________________________
(SIGNATURE)

Item: 16.

Staff Report
Meeting Date: August 5, 2025
To: City Council
From: Bill Smith, City Manager
Prepared By: Anthony Vega, Chief of Police
Item Name: PD Service Dog Disposition - Authorize the Disposition of Police Service Dog "Rex" and Approve the Purchase by Corporal Eric Wickman.

Recommended Action:

The Police Department requests the City Council declare as surplus, Police Service Dog “Rex” from the Police Department inventory and the City Council approve Police Service Dog “Rex” be purchased by his handler, Corporal Erik Wickman. It is further recommended that Police Service Dog “Rex” be purchased by Corporal Wickman in the amount of $1.00.

Background:

The Colton Police Department purchased Police Service Dog “Rex”, as a three-year-old German Shepard from Gold Coast K9 around October 2017. Police Service Dog “Rex” was assigned to Corporal Erik Wickman. From that point, Corporal Wickman and “Rex” attended and successfully completed a 200-hour basic handler course administered by VLK – West Police K9 Training Center. After completing their basic course, Corporal Wickman and “Rex” were assigned to the patrol division of the Colton Police Department, in a patrol capacity. Corporal Wickman and “Rex” protected and served the citizens of Colton for approximately 7 ½ years.

During Police Service Dog “Rex’s” off time, he lived with Corporal Wickman. This included feeding, grooming, and taking him to annual veterinarian visits. During Police Service Dog “Rex’s” last visit to the veterinarian, the veterinarian advised that it might be in “Rex’s” best interest to ‘retire’ from service due to “Rex’s” age (11 years old) and some obvious hip and joint issues.

Issues/Analysis:

Colton Municipal Code section 3.08.150: Surplus Supplies and Equipment-- provides that the

purchasing officer has the authority to sell as surplus all supplies, materials and equipment which have become obsolete or unsuitable for use.

Corporal Wickman and Police Service Dog “Rex” have been partnered together for approximately 7 ½ years. Since their partnership, Police Service Dog “Rex” has stayed with Corporal Wickman and his family, where he has been cared for at their residence. Due to “Rex’s” age (11) and his physical problems it was determined that “Rex” would no longer be an asset to the Department and is thus considered to be unsuitable for use.

Traditionally, as with other police and sheriff’s departments, when a police service dog is set to be retired from duty, the handler is given the first option to purchase the police service dog.

Generally, the police service dog is sold to the hander for $1.00. The amount was determined by several factors. Generally, the police service dog’s age, service life, medical condition, and ability to positively impact the police department are all taken into account when determining whether or not to sell the police service dog or assign the police service dog to another handler.

Under these circumstances, “Rex’s” age is 11. Police Service Dog “Rex” would be considered too old to complete another basic handler’s course with a new handler. Also, given his age, the City’s current police service dog vendor, Vohne Liche Kennels, would not purchase “Rex” back nor could he be sold to another police or sheriff’s department for continued use. Police Service Dog “Rex” has been partnered with Corporal Wickman for approximately 7 ½ years. On average, the life of a police service dog on patrol, is 5 years, therefore the City has benefited from 2 ½ extra years of service life from “Rex”. The bond that Corporal Wickman and “Rex” have formed during their time together would make it almost impossible to retrain “Rex” with another handler. Finally, given “Rex’s” medical problems, it would not be cost-effective or have any benefit toward the city to keep “Rex” in-service.

It is our opinion, that given these variables, it is our recommendation that the City release all liability regarding Police Service Dog “Rex” and sell him to Corporal Wickman.

Fiscal Impacts:

The retirement and sale of Police Service Dog Rex will have a negligible fiscal impact. The recommended sale price is $1.00, reflecting standard practice for offering the transfer of ownership of a service animal upon retirement to their handlers, where appropriate. All associated training and acquisition costs have already been fully depreciated over Rex's years of active service. There are no ongoing costs to the City following the transfer.

Alternatives:

Provide alternatives to staff.

Attachments:

1. Bill of Sale - Cpl Wickman - 080525 - 2

City of Colton
650 N. La Cadena Drive
Colton, CA 92324
Bill of Sale
FOR VALUABLE CONSIDERATION, THE CITY OF COLTON, hereinafter called seller, does hereby sell to: Corporal Erik Wickman
Hereinafter called buyer, all of seller's rights, title, and interest in and to the following described property:
(1) Police Service Dog “Rex”
Said property is sold "AS IS, WHERE IS" SELLER MAKES NO EXPRESSED

OR IMPLIED WARRANTIES INCLUDING THOSE OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. By acceptance of this sale in the amount of ONE DOLLAR ($ 1.00), buyer agrees to pay all sales tax or any other tax, if applicable, attributable to the property identified above.

By:________________
City of Colton
Accepted By:________________________ ____________
Corporal Erik Wickman Date

Item: 17.

Staff Report
Meeting Date: August 5, 2025
To: City Council
From: Bill Smith, City Manager
Prepared By: Thomas Cody, HR & Risk Management Director Item Name: Salary Table Revision - Approve the Revised FY 2025/26 Salary Table for the Classifications of Electric Systems Utility Designer and Police Support Services Manager.

Recommended Action:

Staff recommends that the City Council approve the revised salary schedule to include changes to the range for the Electric Utility Systems Designer and Police Support Services Manager classifications
Background:

Electric Systems Utility Designer
During the April 15, 2025, City Council meeting, the Council approved and finalized the City’s Labor Plan. One action involved adjusting the classifications of the Mid-Manager Association to align with the midpoint of the comparable labor market. An error occurred with the salary adjustment for the classification of Electric Systems Utility Designer. The action before the Council tonight is to correct this issue.

Police Support Service Manager
The Colton Police Department requested a reclassification review for their vacant Police Support Service Manager position. The Human Resources Department reviewed the proposed updates to the class specifications for the Police Support Service Manager role, which include increased managerial duties and a suggested salary range to reflect these responsibilities at a level that will attract qualified candidates. The proposed salary range aligns with that of other existing Colton Mid-Managers with similar management and administrative responsibilities.

Issues/Analysis:

Electric Systems Utility Designer
During the development of the 2024/2025 fiscal year budget, the Electric Utility Director proposed organizational changes necessary for the future stability and success of the Colton

Electric Utility. The proposed change for the Electric Systems Utility Designer was presented to the City Council during their regular meeting on September 17, 2024. The approved action was to adjust the salary range to the market midpoint for the Electric Utility Systems Designer, aiming to attract and retain qualified candidates. At that time, the salary was aligned with the mid-market salary range, comparable to those of similar Electric Utilities. The range was adjusted to a journey-level experience compensation of $127,518 - $154,999.

The City initiated its Teamsters Mid-Managers labor market review before the action taken on September 17, 2024, to increase the salary range to mid-market for the Electric Systems Utility Designer classification; however, this new salary range was not reflected in the Labor Plan Teamsters Mid-Managers labor market survey. Therefore, an additional increase was made, which brought it much higher than the intended mid-market range. The action proposed tonight is to correct that error and restore the salary range to the appropriate mid-market level of $127,518 - $154,999.

Police Support Services Manager
Police Chief Vega's reorganizational plans included revising the Police Support Services Manager classification. These changes aim to increase accountability and enhance staff oversight, shifting from what was previously described as more of a supervisory role. The position will be responsible for:
• Oversight of the Police Department's Information Technology Division, Animal Control Services, and the Crime Analyst.
• Supervise and prioritize the proper maintenance, design, development, and evaluation of infrastructure systems such as the internet, intranet, data communication systems, and related security systems. Oversee the maintenance, management, and replacement cycles of infrastructure equipment, determine hardware and system software needs, and maintain an accurate equipment inventory.
• Review, evaluate, and plan for various infrastructure upgrade projects, and oversee conversions, migrations, and implementation strategies. • Supervises, trains, mentors, assigns work, monitors, and evaluates staff and consultants.

Provides technical advice and assistance to ensure efficient data communication, telecommunication, database services, and other computer systems. • Stays current with new technologies, trends, and related practices in the industry, and determines when and if new technology is appropriate for the police department. Stays abreast of the latest trends and innovations in the field of information technology.

Ensures Criminal Justice Information Services (CJIS) compliance. • Oversee project management and supervision of the current IT Coordinator and Network Technician. Provide daily guidance and develop long-term technology plans for the Police Department. The Support Services Manager collaborates closely with administrative and command staff to accomplish technical projects and objectives. • Serves as the Department’s Agency Terminal Coordinator (ATC) for the California Law Enforcement Telecommunications Systems (CLETS) computer system; coordinates audits of CLETS entries; provides CLETS training to personnel; and ensures compliance

with CLETS guidelines and standards.

Revised Salary Range: $128,099.66 - $155,706.20
Fiscal Impacts:

Both positions are currently vacant, and offsetting salary savings are expected to continue during the recruitment process. As a result, there is no anticipated fiscal impact in FY2025–26.

However, once filled, the Police Support Services Manager position will result in an ongoing General Fund cost increase of approximately $60,000 annually, while the Electric Systems Utility Designer position will generate ongoing annual Electric Fund budget savings of approximately $48,000 due to adjustments in the adopted salary schedules.

Alternatives:

1. Provide alternative direction to staff.

Attachments:

1. SALARY TABLE revised 8-5-25

Classification Title
Job Title Step A Step B Step C Step D Step E Step A Step B Step C Step D Step E Step A Step B Step C Step D Step E Account Technician I general 110 5/10/2025 24.1153 25.3210 26.5870 27.9164 29.3123 4,179.98 4,388.97 4,608.41 4,838.84 5,080.79 50,159.72 52,667.68 55,300.96 58,066.06 60,969.48 Account Technician II general 116 5/10/2025 28.9830 30.4321 31.9538 33.5515 35.2291 5,023.72 5,274.90 5,538.65 5,815.59 6,106.38 60,284.64 63,298.82 66,463.80 69,787.12 73,276.58 Accountant general 142 5/10/2025 34.7598 36.4978 38.3226 40.2388 42.2508 6,025.02 6,326.28 6,642.59 6,974.72 7,323.46 72,300.28 75,915.32 79,711.06 83,696.60 87,881.56 Administrative Analyst I midmngt 204 5/10/2025 36.4620 38.2851 40.1994 42.2094 44.3199 6,320.08 6,636.09 6,967.89 7,316.29 7,682.11 75,840.96 79,633.06 83,614.70 87,795.50 92,185.34 Administrative Analyst II midmngt 234 5/10/2025 43.1746 45.3334 47.6000 49.9800 52.4790 7,483.60 7,857.79 8,250.67 8,663.20 9,096.36 89,803.22 94,293.42 99,008.00 103,958.40 109,156.32 Administrative Assistant general 126 5/10/2025 26.2978 27.6126 28.9933 30.4429 31.9650 4,558.28 4,786.19 5,025.50 5,276.77 5,540.60 54,699.32 57,434.26 60,305.96 63,321.18 66,487.20 Animal Services Officer cpcea 506 5/10/2025 27.4758 28.8495 30.2920 31.8066 33.3970 4,762.46 5,000.58 5,250.61 5,513.15 5,788.81 57,149.56 60,006.96 63,007.36 66,157.78 69,465.76 Assistant Director of Public Works & Engineering executive 838 9/17/2024 91.5534 96.1310 100.9375 105.9844 111.2836 15,869.25 16,662.71 17,495.83 18,370.63 19,289.16 190,431.02 199,952.48 209,950.00 220,447.50 231,469.94 Assistant Director of Utility Operations executive 841 9/17/2024 91.5534 96.1310 100.9375 105.9844 111.2836 15,869.25 16,662.71 17,495.83 18,370.63 19,289.16 190,431.02 199,952.48 209,950.00 220,447.50 231,469.94 Assistant Planner general 848 5/10/2025 35.2024 36.9625 38.8106 40.7511 42.7886 6,101.75 6,406.83 6,727.18 7,063.53 7,416.70 73,220.94 76,882.00 80,726.10 84,762.34 89,000.34 Assistant to the City Manager cnfdtl 801 9/17/2024 53.0248 55.6760 58.4598 61.3828 64.4519 9,190.96 9,650.51 10,133.02 10,639.68 11,171.66 110,291.48 115,806.08 121,596.28 127,676.12 134,059.90 Associate Engineer midmngt 263 5/10/2025 51.6776 54.2615 56.9746 59.8234 62.8145 8,957.46 9,405.33 9,875.60 10,369.39 10,887.85 107,489.46 112,863.92 118,507.22 124,432.62 130,654.16 Associate Planner midmngt 210 5/10/2025 41.2109 43.2714 45.4350 47.7068 50.0921 7,143.22 7,500.37 7,875.40 8,269.17 8,682.64 85,718.62 90,004.46 94,504.80 99,230.04 104,191.62 Battalion Chief Fire Marshal fire 310 3/1/2025 77.4792 81.3531 85.4208 89.6918 94.1764 13,429.72 14,101.21 14,806.26 15,546.57 16,323.91 161,156.67 169,214.50 177,675.16 186,558.84 195,886.86 Building Inspector I general 131 5/10/2025 31.4110 32.9815 34.6306 36.3621 38.1803 5,444.57 5,716.79 6,002.64 6,302.77 6,617.91 65,334.88 68,601.52 72,031.70 75,633.22 79,414.92 Building Inspector II general 179 5/10/2025 36.8276 38.6690 40.6025 42.6326 44.7643 6,383.46 6,702.63 7,037.77 7,389.66 7,759.14 76,601.46 80,431.52 84,453.20 88,675.86 93,109.64 Building Maintenance Supervisor midmngt 253 5/10/2025 40.4683 42.4916 44.6163 46.8471 49.1895 7,014.50 7,365.22 7,733.48 8,120.17 8,526.18 84,173.96 88,382.58 92,801.80 97,442.02 102,314.16 Building Official midmngt 093 5/10/2025 64.9501 68.1976 71.6075 75.1879 78.9473 11,258.02 11,820.92 12,411.97 13,032.57 13,684.19 135,096.26 141,851.06 148,943.60 156,390.78 164,210.28 Business Lic./Collections Ofcr. midmngt 206 5/10/2025 28.7046 30.1399 31.6469 33.2293 34.8908 4,975.47 5,224.25 5,485.46 5,759.74 6,047.73 59,705.62 62,690.94 65,825.50 69,116.84 72,572.76 Capital Project Manager midmngt 837 5/10/2025 50.7380 53.2749 55.9386 58.7355 61.6723 8,794.59 9,234.31 9,696.03 10,180.82 10,689.86 105,535.04 110,811.74 116,352.34 122,169.84 128,278.28 Chief Deputy City Clerk cnfdtl 278 9/17/2024 59.1048 62.0600 65.1630 68.4211 71.8421 10,244.82 10,757.07 11,294.92 11,859.66 12,452.64 122,937.88 129,084.80 135,539.04 142,315.94 149,431.62 City Clerk elected 12/21/2024 407.00 4,884.00
City Manager contract 812 3/11/2024 139.4231 24,166.67 290,000.00 City Treasurer elected 1/18/2025 407.00 4,884.00
Code Compliance Officer cpcea 138 5/10/2025 31.8033 33.3934 35.0630 36.8161 38.6569 5,512.56 5,788.19 6,077.59 6,381.46 6,700.53 66,150.76 69,458.22 72,931.04 76,577.54 80,406.30 Collection System Maintenance Supervisor midmngt 257 5/10/2025 47.3275 49.6939 52.1786 54.7875 57.5269 8,203.43 8,613.61 9,044.30 9,496.50 9,971.33 98,441.20 103,363.26 108,531.54 113,958.00 119,655.90 Collection System Maintenance Technician I ibew2 158 5/10/2025 26.4911 27.8156 29.2064 30.6668 32.2001 4,591.80 4,821.38 5,062.44 5,315.57 5,581.36 55,101.54 57,856.50 60,749.26 63,786.84 66,976.26 Collection System Maintenance Technician II ibew2 197 1/1/2024 29.0173 30.4683 31.9916 33.5913 35.2709 5,029.67 5,281.16 5,545.22 5,822.48 6,113.62 60,356.04 63,373.96 66,542.58 69,869.80 73,363.42 Community Child Care Admin. Asst. general 134 5/10/2025 26.2978 27.6126 28.9933 30.4429 31.9650 4,558.28 4,786.19 5,025.50 5,276.77 5,540.60 54,699.32 57,434.26 60,305.96 63,321.18 66,487.20 Community Service Officer cpcea 607 5/10/2025 27.4368 28.8086 30.2490 31.7615 33.3496 4,755.70 4,993.50 5,243.16 5,505.33 5,780.60 57,068.44 59,921.94 62,917.92 66,063.92 69,367.22 Community Services Director * executive 804 9/17/2024 126.7481 21,969.68 263,636.10 Consumer Service Field Rep. I ibew 971 1/1/2025 31.2320 32.7936 34.4333 36.1549 37.9626 5,413.55 5,684.23 5,968.43 6,266.85 6,580.19 64,962.56 68,210.74 71,621.16 75,202.14 78,962.26 Consumer Service Field Rep. II ibew 973 1/1/2025 35.8970 37.6919 39.5765 41.5554 43.6331 6,222.15 6,533.26 6,859.93 7,202.93 7,563.08 74,665.76 78,399.10 82,319.12 86,435.18 90,756.90 Crime Analyst cpcea 513 7/1/2024 38.4116 40.3323 42.3489 44.4664 46.6898 6,658.02 6,990.92 7,340.47 7,707.51 8,092.89 79,896.18 83,891.08 88,085.66 92,490.06 97,114.68 Customer Svc. Rep. I general 107 5/10/2025 21.5075 22.5829 23.7120 24.8976 26.1425 3,727.97 3,914.37 4,110.08 4,315.59 4,531.37 44,735.60 46,972.38 49,320.96 51,787.06 54,376.40 Customer Svc. Rep. II general 113 5/10/2025 23.2769 24.4408 25.6628 26.9459 28.2931 4,034.66 4,236.40 4,448.21 4,670.62 4,904.14 48,415.90 50,836.76 53,378.52 56,047.42 58,849.70 Customer Svc. Rep III general 411 5/10/2025 27.4560 28.8288 30.2703 31.7838 33.3730 4,759.04 4,996.98 5,246.84 5,509.18 5,784.65 57,108.48 59,963.80 62,962.12 66,110.20 69,415.84 Customer Service Supervisor midmngt 452 5/10/2025 46.8039 49.1441 51.6014 54.1815 56.8906 8,112.67 8,518.32 8,944.24 9,391.46 9,861.04 97,352.06 102,219.78 107,330.86 112,697.52 118,332.50 Deputy Fire Chief executive 993 9/17/2024 91.5534 96.1310 100.9375 105.9844 111.2836 15,869.25 16,662.71 17,495.83 18,370.63 19,289.16 190,431.02 199,952.48 209,950.00 220,447.50 231,469.94 Development Services Director * executive 810 9/17/2024 126.7481 21,969.68 263,636.10 Early Care & Education Program Director midmngt 453 7/1/2024 48.4236 50.8448 53.3870 56.0564 58.8593 8,393.43 8,813.09 9,253.75 9,716.44 10,202.27 100,721.14 105,757.08 111,044.96 116,597.26 122,427.24 Early Care & Education Site Supervisor midmngt 260 5/10/2025 32.1985 33.8084 35.4988 37.2738 39.1375 5,581.07 5,860.12 6,153.12 6,460.78 6,783.83 66,972.88 70,321.42 73,837.40 77,529.40 81,406.00 Economic Development Manager midmngt 226 5/10/2025 58.9388 61.8858 64.9800 68.2290 71.6405 10,216.05 10,726.86 11,263.20 11,826.36 12,417.69 122,592.60 128,722.36 135,158.40 141,916.32 149,012.24 Economic Development Project Manager I midmngt 272 5/10/2025 38.8294 40.7709 42.8094 44.9499 47.1974 6,730.43 7,066.95 7,420.29 7,791.31 8,180.88 80,765.10 84,803.42 89,043.50 93,495.74 98,170.54 Economic Development Project Manager II midmngt 273 5/10/2025 46.3714 48.6900 51.1245 53.6808 56.3648 8,037.71 8,439.60 8,861.58 9,304.66 9,769.89 96,452.46 101,275.20 106,338.96 111,655.96 117,238.68 Electric Field Operations Foreman ibew 970 1/1/2025 76.5843 80.4135 84.4341 88.6559 93.0886 13,274.60 13,938.34 14,635.25 15,367.02 16,135.36 159,295.24 167,260.08 175,622.98 184,404.22 193,624.34 Electric Utility Director * executive 836 9/17/2024 126.7481 21,969.68 263,636.10 Electric Utility Inspector ibew 920 7/1/2023 42.6706 44.8041 47.0444 49.3966 51.8665 7,396.24 7,766.05 8,154.36 8,562.08 8,990.19 88,754.90 93,192.58 97,852.30 102,744.98 107,882.32 Electric Utility Systems Designer midmngt 250 8/5/2025 61.3068 64.3721 67.5908 70.9703 74.5188 10,626.50 11,157.84 11,715.73 12,301.51 12,916.58 127,518.04 133,894.02 140,588.76 147,618.12 154,999.00 Electrical Sys Engineer/GIS Project Manager midmngt 221 7/1/2024 44.9443 47.1915 49.5511 52.0286 54.6300 7,790.35 8,179.86 8,588.86 9,018.30 9,469.20 93,484.20 98,158.32 103,066.34 108,219.54 113,630.40 Electrical System Planning Engineer midmngt 449 9/17/2024 61.3068 64.3721 67.5908 70.9703 74.5188 10,626.50 11,157.84 11,715.73 12,301.51 12,916.58 127,518.04 133,894.02 140,588.76 147,618.12 154,999.00 Energy Services Specialist midmngt 231 5/10/2025 44.0060 46.2063 48.5166 50.9425 53.4896 7,627.71 8,009.08 8,409.55 8,830.03 9,271.54 91,532.48 96,109.00 100,914.58 105,960.40 111,258.42 Engineering Assistant midmngt 264 5/10/2025 40.1535 42.1611 44.2691 46.4826 48.8068 6,959.94 7,307.93 7,673.32 8,056.99 8,459.84 83,519.28 87,695.14 92,079.78 96,683.86 101,518.04 Engineering GIS Technician ibew 907 1/1/2025 40.9154 42.9611 45.1091 47.3646 49.7329 7,092.00 7,446.60 7,818.92 8,209.87 8,620.37 85,103.98 89,359.14 93,826.98 98,518.42 103,444.38 Engineering Manager midmngt 207 7/1/2024 50.5895 53.1190 55.7750 58.5638 61.4920 8,768.85 9,207.29 9,667.67 10,151.05 10,658.61 105,226.17 110,487.52 116,012.00 121,812.60 127,903.36 Engineering Technician I general 125 5/10/2025 27.5843 28.9635 30.4116 31.9323 33.5289 4,781.27 5,020.34 5,271.35 5,534.92 5,811.67 57,375.24 60,244.08 63,256.18 66,419.08 69,740.06 Engineering Technician II general 156 5/10/2025 33.4645 35.1378 36.8946 38.7394 40.6764 5,800.51 6,090.54 6,395.07 6,714.83 7,050.57 69,606.16 73,086.52 76,740.82 80,577.90 84,606.86 Environmental and Conservation Supervisor midmngt 238 5/10/2025 58.3018 61.2169 64.2778 67.4916 70.8663 10,105.64 10,610.93 11,141.48 11,698.55 12,283.48 121,267.64 127,331.10 133,697.72 140,382.58 147,401.80 Equipment Mechanic general 129 5/10/2025 28.2994 29.7144 31.2001 32.7601 34.3981 4,905.23 5,150.49 5,408.02 5,678.42 5,962.34 58,862.70 61,805.90 64,896.26 68,141.06 71,548.10 Equipment Operator II general 124 5/10/2025 28.3424 29.7595 31.2475 32.8099 34.4504 4,912.68 5,158.31 5,416.23 5,687.05 5,971.40 58,952.14 61,899.76 64,994.80 68,244.54 71,656.78 ANNUAL

FULL TIME CLASSIFICATIONS

SALARY TABLE

HOURLY MONTHLY
Salary Group
FY 2025-26
Revised 8/5/2025
Pay
Grade
Effective
Date

Classification Title
Job Title Step A Step B Step C Step D Step E Step A Step B Step C Step D Step E Step A Step B Step C Step D Step E ANNUAL

FULL TIME CLASSIFICATIONS

SALARY TABLE

HOURLY MONTHLY
Salary Group
FY 2025-26
Revised 8/5/2025
Pay
Grade
Effective
Date
Executive Assistant midmngt 268 5/10/2025 29.8191 31.3101 32.8756 34.5194 36.2454 5,168.65 5,427.09 5,698.44 5,983.36 6,282.53 62,023.78 65,125.06 68,381.30 71,800.30 75,390.38 Executive Assistant to City Manager cnfdtl 819 7/1/2024 37.2786 39.1425 41.0996 43.1546 45.3124 6,461.63 6,784.70 7,123.94 7,480.14 7,854.15 77,539.54 81,416.40 85,487.22 89,761.62 94,249.74 Executive Assistant to Police Chief midmngt 203 5/10/2025 33.2629 34.9260 36.6723 38.5059 40.4311 5,765.57 6,053.84 6,356.52 6,674.35 7,008.06 69,186.78 72,646.08 76,278.28 80,092.22 84,096.74 Finance Director * executive 807 9/17/2024 126.7481 21,969.68 263,636.10 Finance Manager cnfdtl 460 9/17/2024 61.5898 64.6693 67.9028 71.2979 74.8628 10,675.56 11,209.34 11,769.81 12,358.30 12,976.21 128,106.68 134,512.04 141,237.72 148,299.58 155,714.52 Fire Battalion Chief fire 309 3/1/2025 52.5937 55.2234 57.9846 60.8838 63.9279 12,762.73 13,400.88 14,070.92 14,774.46 15,513.18 153,152.79 160,810.52 168,851.02 177,293.48 186,158.18 Fire Captain fire 304 3/1/2025 40.5102 42.5357 44.6625 46.8956 49.2404 9,830.47 10,322.00 10,838.10 11,380.01 11,949.02 117,965.62 123,864.00 130,057.20 136,560.06 143,388.18 Fire Chief * executive 815 9/17/2024 126.7481 21,969.68 263,636.10 Fire Engineer fire 303 3/1/2025 34.7597 36.4977 38.3226 40.2388 42.2507 8,435.02 8,856.77 9,299.62 9,764.60 10,252.84 101,220.27 106,281.24 111,595.38 117,175.24 123,034.08 Fire Safety Specialist I general 157 5/10/2025 28.1670 29.5754 31.0541 32.6069 34.2373 4,882.28 5,126.40 5,382.72 5,651.86 5,934.46 58,587.36 61,516.78 64,592.58 67,822.30 71,213.48 Fire Safety Specialist II general 330 5/10/2025 32.9254 34.5716 36.3003 38.1153 40.0210 5,707.07 5,992.42 6,292.04 6,606.64 6,936.97 68,484.78 71,908.98 75,504.52 79,279.72 83,243.68 Firefighter Medic fire 308 3/1/2025 33.3924 35.0620 36.8151 38.6558 40.5886 8,103.22 8,508.37 8,933.80 9,380.48 9,849.49 97,238.63 102,100.44 107,205.54 112,565.70 118,193.92 GIS Specialist general 166 5/10/2025 33.2758 34.9395 36.6865 38.5209 40.4469 5,767.80 6,056.18 6,358.99 6,676.95 7,010.79 69,213.56 72,674.16 76,307.92 80,123.42 84,129.50 Human Resources Analyst cnfdtl 835 7/1/2024 38.4116 40.3323 42.3489 44.4664 46.6898 6,658.02 6,990.92 7,340.47 7,707.51 8,092.89 79,896.18 83,891.08 88,085.66 92,490.06 97,114.68 Human Resources & Risk Management Director * executive 994 9/17/2024 126.7481 21,969.68 263,636.10 Human Resources Specialist cnfdtl 149 9/17/2024 32.1511 33.7586 35.4465 37.2189 39.0799 5,572.86 5,851.50 6,144.06 6,451.27 6,773.85 66,874.34 70,217.94 73,728.72 77,415.26 81,286.14 Information Services Manager midmngt 245 5/10/2025 60.0326 63.0343 66.1860 69.4953 72.9700 10,405.66 10,925.94 11,472.24 12,045.84 12,648.13 124,867.86 131,111.24 137,666.88 144,550.12 151,777.60 Information Technology Coordinator midmngt 279 5/10/2025 44.1153 46.3210 48.6370 51.0689 53.6224 7,646.64 8,028.97 8,430.41 8,851.94 9,294.55 91,759.72 96,347.68 101,164.96 106,223.26 111,534.54 Joint Pole Coordinator ibew 969 9/17/2024 40.0581 42.0610 44.1640 46.3723 48.6909 6,943.41 7,290.57 7,655.09 8,037.86 8,439.75 83,320.90 87,486.88 91,861.12 96,454.28 101,277.02 Lead Code Compliance Officer cpcea 514 5/10/2025 36.3858 38.2050 40.1153 42.1210 44.2270 6,306.86 6,622.20 6,953.31 7,300.97 7,666.01 75,682.36 79,466.40 83,439.72 87,611.68 91,992.16 Lead Equipment Mechanic general 130 5/10/2025 34.4721 36.1958 38.0055 39.9058 41.9010 5,975.17 6,273.93 6,587.62 6,917.00 7,262.84 71,702.02 75,287.16 79,051.44 83,003.96 87,154.08 Library Manager midmngt 291 5/10/2025 50.1421 52.6493 55.2818 58.0459 60.9481 8,691.30 9,125.87 9,582.17 10,061.29 10,564.34 104,295.62 109,510.44 114,986.04 120,735.42 126,772.10 Line Crew Supervisor ibew 916 1/1/2025 69.5966 73.0765 76.7304 80.5669 84.5953 12,063.42 12,666.59 13,299.93 13,964.93 14,663.18 144,760.98 151,999.12 159,599.18 167,579.10 175,958.12 Maintenance Crew Leader general 178 5/10/2025 29.5183 30.9941 32.5439 34.1711 35.8796 5,116.50 5,372.32 5,640.94 5,923.00 6,219.14 61,397.96 64,467.78 67,691.26 71,075.94 74,629.62 Maintenance Electrician ibew 908 1/1/2025 39.3475 41.3149 43.3806 45.5496 47.8271 6,820.23 7,161.25 7,519.31 7,895.27 8,290.04 81,842.80 85,934.94 90,231.70 94,743.22 99,480.42 Maintenance Worker I general 111 5/10/2025 24.2506 25.4631 26.7363 28.0731 29.4768 4,203.44 4,413.61 4,634.28 4,866.01 5,109.30 50,441.30 52,963.30 55,611.40 58,392.10 61,311.64 Maintenance Worker I, Building general 117 5/10/2025 26.0589 27.3619 28.7300 30.1665 31.6749 4,516.87 4,742.73 4,979.87 5,228.86 5,490.31 54,202.46 56,912.70 59,758.40 62,746.32 65,883.74 Maintenance Worker II general 115 5/10/2025 25.4674 26.7408 28.0778 29.4816 30.9558 4,414.35 4,635.06 4,866.81 5,110.15 5,365.66 52,972.14 55,620.76 58,401.72 61,321.78 64,387.96 Maintenance Worker II, Building general 118 5/10/2025 27.3571 28.7250 30.1613 31.6694 33.2529 4,741.90 4,979.00 5,227.95 5,489.36 5,763.83 56,902.82 59,748.00 62,735.40 65,872.30 69,165.98 Maintenance Worker III general 153 5/10/2025 28.0800 29.4840 30.9583 32.5061 34.1314 4,867.20 5,110.56 5,366.10 5,634.40 5,916.11 58,406.40 61,326.72 64,393.16 67,612.74 70,993.26 Maintenance Worker III, Building general 132 5/10/2025 30.4214 31.9425 33.5396 35.2166 36.9775 5,273.04 5,536.70 5,813.54 6,104.22 6,409.43 63,276.46 66,440.40 69,762.42 73,250.58 76,913.20 Network Technician general 168 5/10/2025 32.4106 34.0311 35.7326 37.5193 39.3953 5,617.84 5,898.73 6,193.66 6,503.34 6,828.51 67,414.10 70,784.74 74,323.86 78,040.04 81,942.12 Office Specialist I general 186 5/10/2025 20.5731 21.6018 22.6819 23.8160 25.0068 3,566.01 3,744.30 3,931.53 4,128.11 4,334.50 42,792.10 44,931.64 47,178.30 49,537.28 52,014.04 Office Specialist II general 106 5/10/2025 21.8304 22.9219 24.0680 25.2714 26.5350 3,783.93 3,973.13 4,171.79 4,380.37 4,599.40 45,407.18 47,677.50 50,061.44 52,564.46 55,192.80 Payroll Analyst cnfdtl 839 7/1/2024 38.4116 40.3323 42.3489 44.4664 46.6898 6,658.02 6,990.92 7,340.47 7,707.51 8,092.89 79,896.18 83,891.08 88,085.66 92,490.06 97,114.68 Payroll Technician I general 121 7/1/2024 24.9237 26.1699 27.4784 28.8523 30.2949 4,320.11 4,536.11 4,762.92 5,001.06 5,251.11 51,841.31 54,433.34 57,155.02 60,012.68 63,013.34 Payroll Technician II general 170 5/10/2025 31.2935 32.8581 34.5010 36.2260 38.0373 5,424.21 5,695.41 5,980.17 6,279.17 6,593.12 65,090.48 68,344.90 71,762.08 75,350.08 79,117.48 Planning Manager midmngt 262 5/10/2025 59.7926 62.7823 65.9214 69.2175 72.6784 10,364.06 10,882.26 11,426.37 11,997.70 12,597.59 124,368.66 130,587.08 137,116.46 143,972.40 151,171.02 Planning/Building Technician general 193 5/10/2025 30.0495 31.5520 33.1296 34.7861 36.5254 5,208.58 5,469.01 5,742.47 6,029.60 6,331.07 62,502.96 65,628.16 68,909.62 72,355.14 75,972.78 Plans Examiner I general 840 5/10/2025 35.9488 37.7463 39.6336 41.6153 43.6960 6,231.12 6,542.68 6,869.83 7,213.31 7,573.97 74,773.40 78,512.20 82,437.94 86,559.72 90,887.68 Plans Examiner II general 342 5/10/2025 39.2178 41.1786 43.2375 45.3994 47.6694 6,797.74 7,137.63 7,494.50 7,869.23 8,262.69 81,572.92 85,651.54 89,934.00 94,430.70 99,152.30 Police Captain cpma 402 7/20/2024 83.4394 87.6114 91.9920 96.5916 101.4213 14,462.83 15,185.97 15,945.28 16,742.55 17,579.68 173,553.90 182,231.66 191,343.36 200,910.58 210,956.20 Police Chief * executive 808 9/17/2024 126.7481 21,969.68 263,636.10 Police Cpl./Detective police 510 7/20/2024 47.8451 50.2374 52.7493 55.3868 58.1561 8,293.16 8,707.81 9,143.20 9,600.37 10,080.40 99,517.86 104,493.74 109,718.44 115,204.44 120,964.74 Police Dispatcher I dispatch 603 7/20/2024 27.4813 28.8554 30.2981 31.8130 33.4036 4,763.42 5,001.60 5,251.68 5,514.25 5,789.96 57,161.00 60,019.18 63,020.10 66,171.04 69,479.54 Police Dispatcher II dispatch 605 7/20/2024 29.4456 30.9179 32.4638 34.0870 35.7914 5,103.91 5,359.10 5,627.05 5,908.41 6,203.84 61,246.90 64,309.18 67,524.60 70,900.96 74,446.06 Police Lieutenant cpma 401 7/20/2024 70.8916 74.4363 78.1581 82.0660 86.1693 12,287.88 12,902.28 13,547.41 14,224.77 14,936.00 147,454.58 154,827.40 162,568.90 170,697.28 179,232.04 Police Officer police 508 7/20/2024 42.4881 44.6125 46.8431 49.1853 51.6445 7,364.61 7,732.83 8,119.48 8,525.44 8,951.71 88,375.30 92,794.00 97,433.70 102,305.32 107,420.56 Police Officer Trainee police2 507 7/20/2024 31.2083 32.7686 34.4070 36.1274 37.9338 5,409.43 5,679.90 5,963.88 6,262.08 6,575.18 64,913.16 68,158.74 71,566.56 75,144.94 78,902.20 Police Records Supervisor midmngt 610 5/10/2025 33.0786 34.7325 36.4691 38.2926 40.2073 5,733.63 6,020.30 6,321.32 6,637.39 6,969.26 68,803.54 72,243.60 75,855.78 79,648.66 83,631.08 Police Sergeant police 511 7/20/2024 57.8188 60.7098 63.7453 66.9325 70.2791 10,021.92 10,523.02 11,049.18 11,601.63 12,181.72 120,263.00 126,276.28 132,590.12 139,219.60 146,180.58 Police Services Clerk I cpcea 601 5/10/2025 21.8699 22.9634 24.1115 25.3171 26.5830 3,790.78 3,980.32 4,179.33 4,388.30 4,607.72 45,489.34 47,763.82 50,151.92 52,659.62 55,292.64 Police Services Clerk II cpcea 602 5/10/2025 24.9189 26.1649 27.4731 28.8468 30.2891 4,319.27 4,535.25 4,762.01 5,000.10 5,250.12 51,831.26 54,422.94 57,144.10 60,001.24 63,001.38 Police Support Services Manager midmngt 512 8/5/2025 61.5864 64.6658 67.8990 71.2940 74.8588 10,674.97 11,208.73 11,769.16 12,357.63 12,975.52 128,099.66 134,504.76 141,229.92 148,291.52 155,706.20 Power Line Helper ibew 905 7/1/2023 33.1596 34.8176 36.5585 38.3864 40.3058 5,747.67 6,035.06 6,336.81 6,653.64 6,986.33 68,972.02 72,420.66 76,041.68 79,843.66 83,835.96 Power Line Technician ibew 918 1/1/2025 60.5149 63.5406 66.7176 70.0535 73.5561 10,489.25 11,013.71 11,564.39 12,142.61 12,749.73 125,870.94 132,164.50 138,772.66 145,711.28 152,996.74 Power Line Technician Apprentice ibew 909 1/1/2025 51.4485 54.0209 56.7219 59.5580 62.5359 8,917.74 9,363.62 9,831.79 10,323.39 10,839.55 107,012.88 112,363.42 117,981.50 123,880.64 130,074.62 Public Works & Utilities Director * executive 842 9/17/2024 126.7481 21,969.68 263,636.10 Public Works & Utility Inspector ibew2 995 5/10/2025 36.4296 38.2511 40.1636 42.1718 44.2804 6,314.47 6,630.20 6,961.70 7,309.77 7,675.27 75,773.62 79,562.34 83,540.34 87,717.24 92,103.18 Public Works & Water/Wastewater Admin Manager midmngt 200 5/10/2025 61.1784 64.2373 67.4491 70.8216 74.6133 10,604.25 11,134.46 11,691.18 12,275.75 12,932.96 127,251.02 133,613.48 140,294.18 147,308.98 155,195.56 Public Works Director * executive 806 9/17/2024 126.7481 21,969.68 263,636.10

Classification Title
Job Title Step A Step B Step C Step D Step E Step A Step B Step C Step D Step E Step A Step B Step C Step D Step E ANNUAL

FULL TIME CLASSIFICATIONS

SALARY TABLE

HOURLY MONTHLY
Salary Group
FY 2025-26
Revised 8/5/2025
Pay
Grade
Effective
Date
Public Works Equipment Operator II general 124 7/1/2024 23.8975 25.0924 26.3470 27.6644 29.0476 4,142.24 4,349.35 4,566.81 4,795.16 5,034.92 49,706.88 52,192.14 54,801.76 57,541.90 60,419.06 Public Works Supervisor midmngt 451 5/10/2025 43.4706 45.6441 47.9264 50.3228 52.8389 7,534.91 7,911.65 8,307.24 8,722.61 9,158.74 90,418.90 94,939.78 99,686.86 104,671.32 109,904.86 Purchasing and Customer Service Manager midmngt 224 5/10/2025 61.5864 64.6658 67.8990 71.2940 74.8588 10,674.97 11,208.73 11,769.16 12,357.63 12,975.52 128,099.66 134,504.76 141,229.92 148,291.52 155,706.20 Purchasing Technician general 410 5/10/2025 25.7289 27.0154 28.3661 29.7844 31.2736 4,459.67 4,682.67 4,916.80 5,162.63 5,420.76 53,516.06 56,191.98 59,001.54 61,951.50 65,049.14 Recreation Services Coordinator general 123 7/1/2024 25.5640 26.8423 28.1844 29.5936 31.0733 4,431.09 4,652.66 4,885.29 5,129.56 5,386.03 53,173.12 55,831.88 58,623.50 61,554.74 64,632.36 Recreation Services Manager midmngt 239 5/10/2025 51.4246 53.9959 56.6956 59.5304 62.5069 8,913.60 9,359.29 9,827.24 10,318.60 10,834.53 106,963.22 112,311.42 117,926.90 123,823.18 130,014.30 Recreation Services Supervisor midmngt 454 5/10/2025 34.9676 36.7160 38.5518 40.4794 42.5034 6,061.06 6,364.11 6,682.30 7,016.43 7,367.25 72,732.66 76,369.28 80,187.64 84,197.10 88,407.02 Senior Accountant midmngt 233 5/10/2025 40.3696 42.3881 44.5075 46.7329 49.0695 6,997.40 7,347.28 7,714.63 8,100.37 8,505.38 83,968.82 88,167.30 92,575.60 97,204.38 102,064.56 Senior Collection System Maintenance Technician ibew2 198 1/1/2024 30.4681 31.9915 33.5911 35.2706 37.0341 5,281.14 5,545.19 5,822.46 6,113.58 6,419.25 63,373.74 66,542.32 69,869.54 73,362.90 77,030.98 Senior Consumer Service Field Rep ibew 906 1/1/2025 39.4903 41.4648 43.5380 45.7149 48.0006 6,844.98 7,187.22 7,546.59 7,923.91 8,320.11 82,139.72 86,246.68 90,559.04 95,086.94 99,841.30 Senior Electric Utility Inspector ibew 982 1/1/2025 50.3713 52.8899 55.5344 58.3111 61.2266 8,731.02 9,167.58 9,625.96 10,107.26 10,612.62 104,772.20 110,010.94 115,511.50 121,287.14 127,351.38 Senior Energy Services Specialist midmngt 992 5/10/2025 48.4771 50.9010 53.4460 56.1183 58.9241 8,402.70 8,822.84 9,263.97 9,727.16 10,213.52 100,832.42 105,874.08 111,167.68 116,725.96 122,562.18 Senior Finance Analyst cnfdtl 461 7/1/2024 49.0238 51.4750 54.0488 56.7513 59.5889 8,497.45 8,922.33 9,368.45 9,836.88 10,328.74 101,969.40 107,068.00 112,421.40 118,042.60 123,944.86 Senior Human Resources Analyst cnfdtl 846 7/1/2024 49.0238 51.4750 54.0488 56.7513 59.5889 8,497.45 8,922.33 9,368.45 9,836.88 10,328.74 101,969.40 107,068.00 112,421.40 118,042.60 123,944.86 Senior Information System Coordinator midmngt 284 5/10/2025 50.7313 53.2679 55.9313 58.7279 61.6643 8,793.42 9,233.10 9,694.75 10,179.50 10,688.47 105,521.00 110,797.18 116,337.00 122,153.98 128,261.64 Senior Office Specialist general 120 5/10/2025 23.6978 24.8826 26.1268 27.4331 28.8048 4,107.61 4,312.99 4,528.64 4,755.08 4,992.82 49,291.32 51,755.86 54,343.64 57,060.90 59,913.88 Senior Planner midmngt 228 5/10/2025 49.6411 52.1231 54.7293 57.4658 60.3390 8,604.46 9,034.68 9,486.40 9,960.73 10,458.76 103,253.54 108,416.10 113,836.84 119,528.76 125,505.12 Senior Police Dispatcher dispatch 606 7/20/2024 33.5899 35.2694 37.0329 38.8845 40.8288 5,822.25 6,113.36 6,419.03 6,739.98 7,076.98 69,866.94 73,360.30 77,028.38 80,879.76 84,923.80 Senior Risk Management Analyst cnfdtl 847 7/1/2024 49.0238 51.4750 54.0488 56.7513 59.5889 8,497.45 8,922.33 9,368.45 9,836.88 10,328.74 101,969.40 107,068.00 112,421.40 118,042.60 123,944.86 Senior Substation Electrician ibew 978 1/1/2025 59.1694 62.1279 65.2343 68.4960 71.9208 10,256.03 10,768.83 11,307.27 11,872.64 12,466.26 123,072.30 129,225.98 135,687.24 142,471.68 149,595.16 Senior Utilities Financial Analyst midmngt 213 7/1/2024 46.6321 48.9638 51.4120 53.9826 56.6818 8,082.90 8,487.05 8,911.41 9,356.99 9,824.84 96,994.82 101,844.60 106,936.96 112,283.86 117,898.04 Senior Wastewater Treatment Plant Operator ibew2 161 1/1/2024 39.0973 41.0521 43.1048 45.2600 47.5230 6,776.86 7,115.70 7,471.49 7,845.07 8,237.32 81,322.37 85,388.42 89,657.88 94,140.80 98,847.84 Senior Water Conservation Specialist general 993 7/1/2024 36.6845 38.5188 40.4448 42.4670 44.5904 6,358.65 6,676.58 7,010.42 7,360.95 7,729.00 76,303.78 80,119.00 84,125.08 88,331.36 92,747.98 Senior Water Distribution Operator ibew2 137 5/10/2025 38.1130 40.0186 42.0195 44.1205 46.3265 6,606.25 6,936.56 7,283.38 7,647.55 8,029.93 79,275.04 83,238.74 87,400.56 91,770.64 96,359.12 Senior Water Production Operator ibew2 899 5/10/2025 42.7239 44.8601 47.1031 49.4583 51.9311 7,405.47 7,775.76 8,164.54 8,572.76 9,001.40 88,865.66 93,309.06 97,974.50 102,873.16 108,016.74 Service Crew Supervisor ibew 915 1/1/2025 66.5694 69.8979 73.3928 77.0624 80.9155 11,538.69 12,115.63 12,721.41 13,357.48 14,025.35 138,464.30 145,387.58 152,656.92 160,289.74 168,304.24 Storekeeper general 147 5/10/2025 24.9068 26.1521 27.4598 28.8328 30.2744 4,317.17 4,533.04 4,759.69 4,997.68 5,247.56 51,806.04 54,396.42 57,116.28 59,972.12 62,970.70 Substation Electrician ibew 977 1/1/2025 53.7878 56.4771 59.3010 62.2660 65.3793 9,323.21 9,789.37 10,278.84 10,792.77 11,332.40 111,878.52 117,472.42 123,346.08 129,513.28 135,988.84 Substation Electrician Apprentice ibew 976 1/1/2025 48.0850 50.4893 53.0138 55.6645 58.4478 8,334.73 8,751.47 9,189.05 9,648.51 10,130.94 100,016.80 105,017.64 110,268.60 115,782.16 121,571.32 Substation Operations Supervisor ibew 979 1/1/2025 65.5056 68.7809 72.2199 75.8309 79.6224 11,354.31 11,922.02 12,518.11 13,144.02 13,801.21 136,251.70 143,064.22 150,217.34 157,728.22 165,614.54 Substation Superintendent midmngt 225 5/10/2025 68.6689 72.1024 75.7075 79.4929 83.4675 11,902.61 12,497.75 13,122.63 13,778.77 14,467.70 142,831.26 149,972.94 157,471.60 165,345.18 173,612.40 Supervising Communication Dispatcher dispatch 608 7/20/2024 40.3150 42.3308 44.4473 46.6696 49.0031 6,987.93 7,337.33 7,704.19 8,089.40 8,493.88 83,855.20 88,047.96 92,450.28 97,072.82 101,926.50 Transmission/Distr. Superintendent midmngt 217 7/1/2024 63.5059 66.6811 70.0151 73.5159 77.1916 11,007.69 11,558.06 12,135.96 12,742.75 13,379.88 132,092.24 138,696.74 145,631.46 152,913.02 160,558.58 Utilities Business Systems Analyst midmngt 205 5/10/2025 49.3196 51.7856 54.3749 57.0936 59.9483 8,548.74 8,976.18 9,424.98 9,896.23 10,391.03 102,584.82 107,714.10 113,099.74 118,754.74 124,692.36 Utilities Engineer midmngt 297 5/10/2025 57.2646 60.1279 63.1343 66.2910 69.6055 9,925.87 10,422.17 10,943.27 11,490.44 12,064.95 119,110.42 125,065.98 131,319.24 137,885.28 144,779.44 Utilities Executive Assistant midmngt 998 5/10/2025 29.8191 31.3101 32.8756 34.5194 36.2454 5,168.65 5,427.09 5,698.44 5,983.36 6,282.53 62,023.78 65,125.06 68,381.30 71,800.30 75,390.38 Utilities Planning Manager midmngt 450 5/10/2025 74.7956 78.5354 82.4621 86.5853 90.9145 12,964.58 13,612.80 14,293.44 15,008.11 15,758.51 155,574.90 163,353.58 171,521.22 180,097.32 189,102.16 Utilities Plans Examiner midmngt 236 7/1/2024 32.1406 33.7476 35.4350 37.2068 39.0671 5,571.04 5,849.59 6,142.07 6,449.17 6,771.64 66,852.47 70,195.06 73,704.80 77,390.04 81,259.62 Utility Resource Analyst midmngt 497 5/10/2025 54.9151 57.6609 60.5439 63.5711 66.7496 9,518.62 9,994.55 10,494.27 11,019.00 11,569.94 114,223.46 119,934.62 125,931.26 132,227.94 138,839.22 Warehouse Supervisor midmngt 275 5/10/2025 34.6403 36.3723 38.1909 40.1004 42.1054 6,004.31 6,304.52 6,619.75 6,950.73 7,298.27 72,051.72 75,654.28 79,437.02 83,408.78 87,579.18 Wastewater Treatment Plant Mechanic I ibew2 155 5/10/2025 29.1213 30.5774 32.1063 33.7116 35.3973 5,047.68 5,300.08 5,565.08 5,843.35 6,135.52 60,572.20 63,600.94 66,781.00 70,120.18 73,626.28 Wastewater Treatment Plant Mechanic II ibew2 159 1/1/2024 34.1733 35.8819 37.6760 39.5598 41.5378 5,923.37 6,219.53 6,530.51 6,857.02 7,199.88 71,080.41 74,634.30 78,366.08 82,284.28 86,398.52 Wastewater Treatment Plant Operator I ibew2 133 1/1/2024 29.5787 31.0576 32.6105 34.2410 35.9530 5,126.98 5,383.32 5,652.49 5,935.11 6,231.85 61,523.80 64,599.86 67,829.84 71,221.28 74,782.24 Wastewater Treatment Plant Operator II ibew2 184 1/1/2024 34.0072 35.7075 37.4929 39.3675 41.3359 5,894.58 6,189.30 6,498.77 6,823.70 7,164.89 70,734.96 74,271.60 77,985.18 81,884.40 85,978.62 Wastewater Utilities Supervisor midmngt 255 5/10/2025 49.5151 51.9909 54.5904 57.3199 60.1859 8,582.62 9,011.75 9,462.33 9,935.45 10,432.22 102,991.46 108,141.02 113,547.98 119,225.34 125,186.62 Water & Wastewater Operations Manager midmngt 299 5/10/2025 69.7529 73.2405 76.9025 80.7476 84.7850 12,090.50 12,695.02 13,329.77 13,996.26 14,696.07 145,085.98 152,340.24 159,957.20 167,955.06 176,352.80 Water Conservation Specialist general 189 7/1/2024 33.2608 34.9239 36.6701 38.5036 40.4288 5,765.20 6,053.47 6,356.16 6,673.96 7,007.65 69,182.44 72,641.66 76,273.86 80,087.54 84,091.80 Water Distribution Foreperson ibew2 898 5/10/2025 40.1831 42.1923 44.3019 46.5170 48.8429 6,965.08 7,313.32 7,678.99 8,062.95 8,466.10 83,580.90 87,759.88 92,147.90 96,755.36 101,593.18 Water Distribution Operator I ibew2 100 5/10/2025 28.7791 30.2181 31.7290 33.3155 34.9813 4,988.38 5,237.81 5,499.69 5,774.69 6,063.42 59,860.58 62,853.70 65,996.32 69,296.24 72,761.00 Water Distribution Operator II ibew2 146 5/10/2025 32.7728 34.4114 36.1320 37.9386 39.8355 5,680.61 5,964.64 6,262.88 6,576.03 6,904.82 68,167.32 71,575.66 75,154.56 78,912.34 82,857.84 Water Distribution Operator III ibew2 181 1/1/2024 33.6582 35.3411 37.1081 38.9635 40.9116 5,834.08 6,125.80 6,432.08 6,753.67 7,091.35 70,008.98 73,509.54 77,184.90 81,044.08 85,096.18 Water Distribution Supervisor midmngt 448 5/10/2025 50.4313 52.9529 55.6005 58.3805 61.2995 8,741.42 9,178.50 9,637.42 10,119.29 10,625.25 104,897.00 110,141.98 115,649.04 121,431.44 127,502.96 Water Production Supervisor midmngt 447 5/10/2025 50.5016 53.0268 55.6781 58.4620 61.3851 8,753.62 9,191.30 9,650.88 10,133.41 10,640.09 105,043.38 110,295.64 115,810.50 121,600.96 127,681.06 Water Production Operator I ibew2 895 5/10/2025 31.7365 33.3234 34.9895 36.7390 38.5760 5,500.99 5,776.05 6,064.85 6,368.09 6,686.51 66,011.92 69,312.62 72,778.16 76,417.12 80,238.08 Water Production Operator II ibew2 896 5/10/2025 35.0410 36.7930 38.6326 40.5643 42.5925 6,073.77 6,377.45 6,696.32 7,031.14 7,382.70 72,885.28 76,529.44 80,355.86 84,373.64 88,592.40 Water Production Operator III ibew2 897 5/10/2025 41.1269 43.1833 45.3424 47.6095 49.9900 7,128.66 7,485.10 7,859.35 8,252.31 8,664.93 85,543.90 89,821.16 94,312.14 99,027.76 103,979.20 * Executive unit members on contract with maximum allowable salary amounts listed in Step E The City of Colton salary schedule may be updated intermittently to include salary revisions contractually provisioned by Council-approved MOUs

Item: 18.

Staff Report
Meeting Date: August 5, 2025
To: City Council
From: Bill Smith, City Manager
Prepared By: Heidi Duron, Director
Item Name: Second Reading of Ordinance No. O-08-25 - Approve Second Reading of an Ordinance of the City Council of the City of Colton, California Amending Title 18, Section

18.34.040 (Colton’s Hub City Centre Specific Plan – Amendment No. 2) Amending Table of Contents and Various Provisions of Sections 3, 4, 6, and 7 Pertaining to Land Use, Development Standards & Administration of Title 18 of the Colton Municipal Code to Comply with the 6th Cycle Housing Element Update (2021-2029) and Accompanying Addendum to the Environmental Impact Report for the Colton Hub City Centre Specific Plan Project (State Clearinghouse No. 2008041067) (File Index No. Dap24-0038), ORDINANCE NO. O-08-25.

Recommended Action:

Staff recommends that the City Council approve the second reading of Ordinance No. O-08-25, Amending Title 18, Section 18.34.040 (Colton’s Hub City Centre Specific Plan – Amendment No. 2) Amending Table of Contents and Various Provisions of Sections 3, 4, 6, and 7 Pertaining to Land Use, Development Standards & Administration of Title 18 of the Colton Municipal Code to Comply with the 6th Cycle Housing Element Update (2021-2029) and Accompanying Addendum to the Environmental Impact Report for the Colton Hub City Centre Specific Plan Project (State Clearinghouse No. 2008041067) (File Index No. Dap24-0038).

Background:

Issues/Analysis:

Fiscal Impacts:

Alternatives:

Attachments:

1. Attachment 4_CC Ordinance No. O-08-25

2. Attachment 4.1_Exhibit A-1 of Ordinance No. O-08-25

3. Attachment 4.2_Exhibit A-2 of Ordinance No. O-08-25

City Council Ordinance O-08-25 with Exhibits A-1 (Addendum to Certified 2014 CHCCSP EIR) and A-1 (Amendments to

CHSSCP)
ATTACHMENT 4

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ORDINANCE NO. O-08-25

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
COLTON, CALIFORNIA AMENDING TITLE 18, SECTION 18.34.040 (COLTON’S HUB CITY CENTRE SPECIFIC PLAN – AMENDMENT
NO. 2) AMENDING TABLE OF CONTENTS AND VARIOUS
PROVISIONS OF SECTIONS 3, 4, 6, AND 7 PERTAINING TO LAND

USE, DEVELOPMENT STANDARDS & ADMINISTRATION OF TITLE
18 OF THE COLTON MUNICIPAL CODE TO COMPLY WITH THE
6 TH CYCLE HOUSING ELEMENT UPDATE (2021-2029) AND

ACCOMPANYING ADDENDUM TO THE ENVIRONMENTAL

IMPACT REPORT FOR THE COLTON HUB CITY CENTRE SPECIFIC
PLAN PROJECT (STATE CLEARINGHOUSE NO. 2008041067) (FILE INDEX NO. DAP24-0038)
WHEREAS, the City Council of the City of Colton desires to amend certain provisions of the Colton HUB City Centre Specific Plan (CHCCSP) and Zoning Code to ensure consistency with state law; and
WHEREAS, on November 21, 2014, the City Council of the City of Colton (“City Council”) adopted the Colton’s HUB City Centre Specific Plan (An Amendment of the West Valley Specific Plan); and
WHEREAS, the CHCCSP includes Community Planning & Design Goals, Land Use Plan & Components, Development Regulations, Community Design Guidelines & Objective Design Standards, Administration of the Specific Plan for the orderly development of the CHCCSP project area with a mix of land uses; and
WHEREAS, on June 10, 2025, the Planning Commission of the City of Colton (“Planning Commission”) conducted a duly noticed public hearing and recommend that the

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City Council adopted Specific Plan Amendment No. 2 (Case Index No. DAP24-0038) to amend Table of Contents, Sections 3, 4, 6 and 7 pertaining to Land Use & Components, Development Regulations, Community Design Guidelines & Objective Design Standards, and Administration and Voted 4-0-0 in their recommendation to the City Council. The Amortization Ordinance was removed from the recommendation to be studied further with the Planning Commission; and
WHEREAS, pursuant to the California Environmental Quality Act (CEQA) Guidelines Section 15164 and 15162, an addendum to a previously certified EIR may be prepared in cases where changes or additions occur with no new significant environmental impacts.

NOW, THEREFORE, the City Council of the City of Colton does ordain as follows:

SECTION 1. Incorporation. The recitals above are each incorporated by reference and adopted as findings by the City Council.

SECTION 2. CEQA. The City Council find that, under California Public Resources Code section 21080.17, the California Environmental Quality Act (“CEQA”), pursuant to the California Environmental Quality Act Guidelines, an Addendum to the 2014 EIR was prepared because the proposed modifications to the CHCCSP do not result in any of the circumstances requiring a Subsequent or Supplemental EIR contained in Exhibit A.1 attached hereto.

Although the proposed modifications would result in development that differs in use than what was assumed in the 2014 EIR, those modifications do not trigger the need for preparation of a Subsequent or Supplemental EIR under the criteria listed in CEQA Guidelines Sections 15162 and 15163, respectively. The Addendum to the 2014 EIR demonstrates that no substantial changes would result from the revised project modifications nor have the existing conditions in the project vicinity substantially changed such that major revisions to the 2014 EIR would be required. The project would not result in a new significant environmental effect or a substantial increase in the severity of previously identified significant effects. Specifically, the proposed

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development, as compared to the 2014 EIR, do not result in new or substantially greater significant impacts because the scale and nature of the proposed development is sufficiently similar to that analyzed in the 2014 EIR such that the impacts of the proposed development are within the levels and types of environmental impacts disclosed in the 2014 EIR.

SECTION 3. General Plan. The City Council hereby finds that the adoption of the Ordinance is consistent with the General Plan Land Use Policy LU-1.1, LU-1.2 and LU-1.8 Housing Element Program 10 (Mixed-Use Development), and 11 (Rezoning Sites) as a matter of law under Government Code section 66314(c) as further defined below:

Policy LU-1.1: Ensure that all new development conforms to all applicable provisions of the General Plan and Zoning Code; in that, the proposed changes are consistent with adopted 2021-2029 6th Cycle Housing Element Programs and as recommended for changes within Programs 10 (Update Zoning Standards) and 11 (Rezoning Sites).

Policy LU-1.2: Evaluate existing Specific Plans to ensure continued appropriateness in relation to the goals and policies of the General Plan and the City’s long‐term vision, and to reflect planned land use. After evaluation, maintain, amend, or repeal Specific Plans, as appropriate; in that, the proposed CHCCSP Map and Text Amendments are consistent with Policies within the City’s 2013 adopted Land Use Element and 2021- 2029 6th Cycle Housing Element as noted within this resolution.

Policy LU-1.8 Interpret the Land Use Plan in a manner that provides for compatibility between adjacent land uses, and that allows the City to achieve land use, design, and economic development objectives; in that, the proposed amendments to the Administrative Section of the CHCCSP address approval process that requires project compliance with

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Objective Design Standards (ODS) for projects reviewed ministerially and land use compliance with ODS and compatibility findings for projects requiring review by the Planning Commission.

Program 10. Update Zoning Standards; in that, the proposed amendment to the Colton HUB City Centre Specific Plan (CHCCSP) includes updating development standards, adding Objective Design Standards, and increasing allowable residential densities consistent with the City’s 2021- 2029 6th Cycle Housing Element.

Program 11. Rezoning Sites; in that, overall, the revised CHCCSP project, the changes pertaining to the 6th Cycle Housing Element “Programing,” would result in the rezoning of 17 parcels totaling approximately 93.86 acres within Planning Areas (PAs) 7, 8, 9, 12, 14, 15, 16, and 19 of the CHCCSP. The rezoning includes a projected 2,226 units as identified in the Housing Element (53% of the RHNA).

SECTION 4. Specific Plan Code and Map Amendment. Title 18, Section 18.34.040 (Colton’s HUB City Centre Specific Plan – Amendment No. 2) amending table of contents and various provisions of sections 3, 4, 6, and 7 pertaining to land use, development standards & administration of Title 18 of the Colton Municipal Code is hereby amended to read as provided in Exhibit “A-2,” attached hereto and incorporated herein by reference.

SECTION 5. Effective Date. This Ordinance takes effect 30 days after its adoption.

SECTION 6. HCD Submittal. In accordance with Government Code section 66326, the City Clerk is directed to submit a copy of this Ordinance to the California Department of Housing and Community Development within 60 days after adoption.

SECTION 7. Publication. The City Clerk is directed to certify to the adoption of this Ordinance and post or publish this Ordinance as required by law.

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SECTION 8. Custodian of Records. The custodian of records for this Ordinance is the City Clerk and the records comprising the administrative record are located at 650 N. La Cadena Drive, Colton, CA 92324.

SECTION 9. Severability. If any provision of this Ordinance or its application to any person or circumstance is held to be invalid by a court of competent jurisdiction, such invalidity has no effect on the other provisions or applications of the Ordinance that can be given effect without the invalid provision or application, and to this extent, the provisions of this Ordinance are severable. The City Council declares that it would have adopted this Ordinance irrespective of the invalidity of any portion thereof.

SECTION 10. CALIFORNIA ENVIRONMENTAL QUALITY ACT FINDING.

The City Council Finds that under California Public Resources Code section 21080.17, the California Environmental Quality Act (“CEQA”), pursuant to the California Environmental Quality Act Guidelines, an Addendum to the 2014 EIR was prepared because the proposed modifications to the CHCCSP do not result in any of the circumstances requiring a Subsequent or Supplemental EIR. Although the proposed modifications would result in development that differs in use than what was assumed in the 2014 EIR, those modifications do not trigger the need for preparation of a Subsequent or Supplemental EIR under the criteria listed in CEQA Guidelines Sections 15162 and 15163, respectively. The Addendum to the 2014 EIR demonstrates that no substantial changes would result from the revised project modifications nor have the existing conditions in the project vicinity substantially changed such that major revisions to the 2014 EIR would be required. The project would not result in a new significant environmental effect or a substantial increase in the severity of previously identified significant effects. Specifically, the proposed development, as compared to the 2014 EIR, do not result in new or substantially greater significant impacts because the scale and nature of the proposed development is sufficiently similar to that analyzed in the 2014 EIR such that the impacts of the proposed development are within the levels and types of environmental impacts disclosed in the 2014 EIR.