Anaheim City Council
August 26, 2025

1 AGREEMENT
THIS AGREEMENT, dated for purposes of identification only this day of

, 2025, is made and entered into by and between the

CITY OF ANAHEIM, a municipal corporation,
hereinafter referred to as "ANAHEIM,"
A
N
D
WOODARD & CURRAN INC, a Maine corporation,
hereinafter referred to as "CONSULTANT."
ANAHEIM and CONSULTANT are sometimes individually referred to herein as "Party" and collectively as "Parties."
W I T N E S S E T H:

WHEREAS, ANAHEIM is a municipal corporation duly organized and validly existing under the laws of the State of California with the power to carry on its business as it is now being conducted under the statutes of the State of California and the Charter of the City of Anaheim; and
WHEREAS, ANAHEIM desires to obtain the services of CONSULTANT for civil engineering services related to the Resort Area Sanitary Sewer and Roadway Widening Improvement Project (the "Project"); and
WHEREAS, CONSULTANT possesses the skill, experience, ability, background, certification and knowledge to provide the services for the Project as described in this Agreement; and
WHEREAS, ANAHEIM has solicited and received a proposal from CONSULTANT, has reviewed the previous experience and evaluated the expertise of CONSULTANT, and desires to retain CONSULTANT to render professional services under the terms and conditions set forth in this Agreement.

NOW, THEREFORE, FOR AND IN CONSIDERATION OF THE MUTUAL

PROMISES, COVENANTS AND CONDITIONS HEREIN CONTAINED, THE PARTIES HERETO AGREE AS FOLLOWS:
2 1. SERVICES TO BE PROVIDED BY CONSULTANT
In compliance with all of the terms and conditions of this Agreement, CONSULTANT shall provide to ANAHEIM all labor, materials, tools, equipment, services, and incidental and customary work necessary to fully and adequately supply the professional consulting services necessary for the Project (“Services"). The Services include, but are not limited to the following: (1) Cost effective sanitary sewer and road widening design to complete the Project. (2) Potholing and all tasks listed in the updated Proposal, incorporation of best management practices; (3) QA/QC plan; (4) management data files in a form usable by the City of Anaheim; (5) conducting public outreach and stake holder meetings; and (6) on-going support as needed by City staff and are more particularly described in the CONSULTANT's revised Proposal with the date of July 21, 2025 (“Proposal”), attached hereto as Exhibit “A” and incorporated herein and in the Request for Proposal (“RFP”) issued by ANAHEIM, a copy of which is available in the Department of Public Works upon request and are both incorporated herein by this reference ("Scope of Services"). ANAHEIM reserves the right to modify the Scope of Services in its sole discretion.

In the event of conflicting provisions, the provisions shall govern in the following order: (1) this Agreement, (2) the updated Proposal and (3) the RFP. ANAHEIM may elect to delete certain tasks from the Scope of Services in its sole discretion.

2. TERM
The term of this Agreement shall commence on the Effective Date of this Agreement as set forth in Section 39 herein, and shall terminate upon the completion of the Services described herein, unless terminated earlier as set forth in Section 26 herein ("Term").

3. TIME OF PERFORMANCE

3.1 ANAHEIM and CONSULTANT recognize that time is of the essence as to this Agreement and that ANAHEIM may suffer damages which are difficult to determine and accurately specify, such as lost grant funds, additional contract administration expenses, if the Services are not completed within the time specified in the Project Schedule attached hereto as Exhibit “A.” CONSULTANT and ANAHEIM agree to liquidate damages with respect to CONSULTANT's failure to achieve completion of the Services within the times provided in the Project Schedule. CONSULTANT acknowledges and agrees that the liquidated damages are intended to compensate ANAHEIM solely for CONSULTANT’s failure to meet the deadline for completion and shall not excuse CONSULTANT from liability from any other breach, including any failure of any of the work to conform to any requirements provided by local, state or federal laws, rules and regulations.

In the event that CONSULTANT fails to achieve completion of the work within the time frame designated in the Project Schedule, CONSULTANT agrees to pay ANAHEIM the following:
(a) $ 150 per day for each calendar day that completion of the work is delayed.

CONSULTANT acknowledges and agrees that the foregoing liquidated damages have been set based on an evaluation by ANAHEIM of damages that it will incur in the event of 3 the late completion of the work per the Project Schedule and Scope of Services. CONSULTANT and ANAHEIM agree that because of the nature of the Project it would be impractical or extremely difficult to fix the amount of actual damages incurred by ANAHEIM due to a delay in completion of the work. Accordingly, ANAHEIM and CONSULTANT have agreed to such liquidated damages to fix CONSULTANT's costs and to avoid later disputes. It is understood and agreed by CONSULTANT that any liquidated damages payable pursuant to this Agreement are not a penalty and represent a fair and reasonable estimate of compensation for losses to be incurred under the circumstances existing as of the effective date of this Agreement.

It is further mutually agreed that ANAHEIM shall have the right to deduct liquidated damages against progress payments or retainage. In the event the remaining unpaid Contract Amount is insufficient to cover the full amount of liquidated damages, CONSULTANT shall pay the difference to ANAHEIM.

Permitting or requiring CONSULTANT to continue and finish the Services or work, or any part thereof, after the deadline for completion shall not act as a waiver of ANAHEIM's right to receive liquidated damages hereunder or any rights or remedies otherwise available to ANAHEIM.

3.2 The time period(s) specified for performance of the Services rendered pursuant to this Agreement shall be extended because of any delays due to unforeseeable causes beyond the control and without the fault or negligence of CONSULTANT, including, but not restricted to, acts of God or of the public enemy, unusually severe weather, fires, earthquakes, floods, pestilence, and other natural catastrophes, epidemics, quarantine restrictions, riots, strikes, freight embargoes, wars, litigation, civil disturbance or disobedience, sabotage, restraint by court order or public authority and action or non-action by or inability to obtain the necessary authorization or approvals from any governmental agency or authority, and/or acts of any governmental agency, including ANAHEIM, which by the exercise of due diligence such Party could not reasonably have been expected to avoid and which by exercise of due diligence has been unable to overcome, if CONSULTANT shall within ten (10) days of the commencement of such delay notify the Project Administrator in writing of the causes of the delay. The Project Administrator shall ascertain the facts and the extent of delay, and may extend the time for performing the Services for the period of the enforced delay if, in the judgment of the Project Administrator, such delay is justified. The Project Administrator's determination shall be final and conclusive upon the Parties to this Agreement. In the event of delay, however caused, CONSULTANT's sole remedy shall be an extension of this Agreement pursuant to this Section and CONSULTANT shall not be entitled to recover damages against ANAHEIM.

4. COMPENSATION

4.1 ANAHEIM shall pay CONSULTANT for the Services rendered, pursuant to this Agreement, in the amount of One Million, Three Hundred Twenty -Eight Thousand, Eight Hundred Thirty -Seven Dollars and No/100 Cents ($1,328,837.00) pursuant to the fee proposal set forth in Exhibit A and incorporated herein by reference (“Schedule of Compensation"). CONSULTANT and ANAHEIM agree that no changes to the fee proposal set forth in Exhibit A shall be made during the term of this Agreement without the prior written approval of ANAHEIM.
4 4.2 Extra Work. The Director of Public Works is authorized to approve additional expenditures to be paid to CONSULTANT, pursuant to this Agreement, for Extra Work not included in the Scope of Services, in the amount of One Hundred Thirty-Two Thousand, Eight Hundred Eighty-Three Dollars and 70/100 Cents ($132,883.70), if the Director of Public Works determines, in his or her sole discretion, that the additional Extra Work is necessary for the successful completion of the Services.
.01 In no event shall CONSULTANT render Extra Work beyond the scope of this Agreement without the written authorization of the Director of Public Works. .02 All Extra Work approved in writing by the Director of Public Works shall be billed at either the rates set forth in the Schedule of Compensation or at a fixed price, at ANAHEIM's sole discretion. If billed at a fixed price, CONSULTANT shall provide ANAHEIM with general description of the Extra Work to be performed with a proposed price. At such time as the Director of Public Works has approved the Extra Work, has agreed to a fixed price for the services, and has notified CONSULTANT of such approval and agreement in writing, CONSULTANT shall perform the Extra Work.
.03 Except as specifically provided herein, no additional Services or Extra Work beyond the scope of this Agreement shall be rendered by CONSULTANT unless previously authorized in writing by the City Manager.
.04 As used herein, “Extra Work” means any work that is determined by ANAHEIM to be necessary for the proper completion of the Services, but which is not included within the Scope of Services and which the Parties did not reasonably anticipate would be necessary at the execution of this Agreement.

4.3 It is understood by and agreed between the Parties to this Agreement that full and complete payment for all Services provided in accordance with this Agreement, including, but not limited to, all Extra Work, reimbursable expenses and subconsultant fees, if any, shall not exceed One Million, Four Hundred Sixty-One Thousand, Seven Hundred Twenty Dollars and 70/100 Cents ($1,461,720.70).

4.4. CONSULTANT shall submit monthly invoices to ANAHEIM describing the work performed the preceding month. CONSULTANT's bills shall include the name of the person who performed the work, a brief description of the Services performed and/or the specific task in the Scope of Services to which it relates, the date the Services were performed, the number of hours spent on all work billed on an hourly basis, and a description of any reimbursable expenditures. ANAHEIM shall pay CONSULTANT no later than thirty (30) days after approval of the monthly invoice by ANAHEIM staff.

4.5 All Parties recognize that the continuation of this Agreement after the close of any fiscal year of ANAHEIM, which fiscal year ends on June 30 of each year, shall be subject to budget approval providing for or covering such contract items as an expenditure in said budget.

ANAHEIM does not represent that said budget item will be actually adopted, said determination being the determination of the City Council at the time of the adoption of the budget herein. No penalty shall accrue to ANAHEIM in the event this provision shall be exercised. Should termination be accomplished in accordance with this Section, a settlement shall be negotiated by 5 the Parties based on items delivered, services provided, monies paid and monies due.

5. PROJECT MANAGER

5.1 CONSULTANT shall designate a Project Manager, who shall coordinate the Services. This Project Manager shall be available to ANAHEIM at all reasonable times during the Term of this Agreement. CONSULTANT has designated Kraig Erickson to be its Project Manager. It is expressly understood that the experience, knowledge, capability and reputation of the foregoing Project Manager is a substantial inducement for ANAHEIM to enter into this Agreement. Therefore, the foregoing Project Manager shall be responsible during the Term of this Agreement for directing all activities of CONSULTANT and devoting sufficient time to personally supervise the provision of Services hereunder. The foregoing Project Manager may not be changed by CONSULTANT and no other personnel may be assigned to supervise the Services to be provided hereunder without the express written consent of ANAHEIM.

5.2 Any personnel or subconsultant, if any, who fail or refuse to perform the Services in a manner acceptable to ANAHEIM, or who are determined by ANAHEIM, in its sole discretion, to be uncooperative, incompetent, a threat to the adequate or timely completion of the Project, or a threat to the safety of persons or property, shall be promptly removed from the Project by CONSULTANT at the request of ANAHEIM. CONSULTANT warrants that it will continuously furnish the necessary personnel to complete the Services on a timely basis as contemplated by this Agreement.

6. ADMINISTRATION
This Agreement will be administered by the Public Works Department. The employees of the Public Works Department shall be authorized to take the following actions pursuant to this Agreement:
(i) The Director of Public works is authorized to take any and all actions on behalf of ANAHEIM as set forth herein and to terminate services in accordance with Section 25 of this Agreement.
(ii) The Project Administrator is authorized to take those specific actions set forth herein and review and approve all Services performed by CONSULTANT under this Agreement. The Project Administrator shall not be authorized to approve Extra Work, change billing rates or terminate Services under this Agreement.

7. STANDARD OF CARE

7.1 CONSULTANT shall perform all Services under this Agreement in a skillful and competent manner, consistent with the standards generally recognized as being employed by professionals in the same discipline in the State of California. CONSULTANT represents and maintains that it is skilled in the professional calling necessary to perform the Services. CONSULTANT warrants that all employees and subconsultants, if any, shall have sufficient skill and experience to perform the Services assigned to them. By delivery of completed work, CONSULTANT certifies that the work conforms to the requirements of this Agreement; all applicable federal, state and local laws; and the professional standard of care. 6 7.2 CONSULTANT represents and warrants to ANAHEIM that it has, shall obtain, and shall keep in full force in effect during the term hereof, at its sole cost and expense, all licenses, permits, qualifications, insurance and approvals of whatsoever nature that is legally required of CONSULTANT to practice its profession. CONSULTANT shall maintain a City of Anaheim business license during the term of this Agreement.

8. FAMILIARITY WITH WORK
By executing this Agreement, CONSULTANT represents and warrants that CONSULTANT: (i) has thoroughly investigated and considered the Services to be performed; (ii) has carefully considered how the Services should be provided; and (iii) fully understands the facilities, difficulties and restrictions attending the provision of the Services under this Agreement.

Should CONSULTANT discover any latent or unknown conditions materially differing from those inherent in the provision of such Services or as represented by ANAHEIM, CONSULTANT shall immediately inform ANAHEIM of such fact and shall not proceed except at CONSULTANT's risk until written instructions are received from ANAHEIM.

9. INDEPENDENT CONTRACTOR

9.1 Neither ANAHEIM nor any of its employees shall have any control over the manner, mode or means by which CONSULTANT, its agents or employees, perform the services required herein, except as otherwise set forth herein. Except as expressly provided herein, ANAHEIM shall have no voice in the selection, discharge, supervision or control of CONSULTANT's employees, servants, representatives or agents, or in fixing their number, compensation or hours of service. CONSULTANT shall perform all services required herein as an independent contractor of ANAHEIM and shall remain at all times as to ANAHEIM a wholly independent contractor with only such obligations as are consistent with that role. CONSULTANT shall not at any time or in any manner represent that it or any of its agents or employees are agents or employees of ANAHEIM. ANAHEIM shall not in any way or for any purpose become or be deemed to be a partner of CONSULTANT in its business or otherwise or a joint venture or a member of any joint enterprise with CONSULTANT.

9.2 In consideration for the compensation paid to CONSULTANT by ANAHEIM, CONSULTANT agrees that ANAHEIM shall not be liable or responsible for any benefits, including, but not limited to, worker's compensation, disability, retirement, life, unemployment, health or any other benefits and CONSULTANT agrees that it shall not sue or file a claim, petition or application therefore against ANAHEIM or any of its officers, employees, agents, representatives or sureties.

10. INSURANCE
Without limiting ANAHEIM’S right to indemnification, it is agreed that CONSULTANT shall secure, prior to commencing any activities under this Agreement, and maintain, during the term of this Agreement, minimum limits of insurance coverage as follows:

Workers’ Compensation Insurance as required by California law and Employers Liability Insurance in an amount not less than $1,000,000.

7 Commercial General Liability Insurance, including coverage for Premises and Operations, Contractual Liability, Personal Injury Liability, Products/Completed Operations Liability, as well as Independent CONSULTANT’S Liability where appropriate, in an amount not less than $2,000,000 per occurrence, $4,000,000 annual aggregate. Such insurance shall be written on a primary basis but may include a deductible or self-insured retention of more than $10,000 per occurrence, provided that such deductible or self -insured retention is disclosed to ANAHEIM, in writing, prior to the inception of this Agreement.

Commercial Automobile Liability Coverage as required by California law, including—as applicable —owned, non -owned, and hired autos, in an amount not less than $2,000,000 per occurrence, combined single limit.

Professional Liability Insurance, inclusive of Cyber Liability Insurance, in an amount not less than $2,000,000. Such insurance shall be written on a primary basis but may include a deductible or self -insured retention of more t han $10,000 per claim, provided that such deductible or self-insured retention is disclosed to ANAHEIM, in writing, at the inception of this Agreement.

Any required coverage written with primary and excess layers to satisfy the minimum requirements of this Agreement must be submitted for approval by ANAHEIM’s Risk Manager prior to the inception of the final Agreement.

CONSULTANT agrees that this insurance shall not be voluntarily cancelled by CONSULTANT or limited in scope or coverage by CONSULTANT until after thirty (30) days prior written notice has been given to the City Clerk, City of Anaheim, 200 S. Anaheim Blvd., Anaheim, CA 92805. This does not apply to cancellation for non -payment of premium, which requires notice of not less than ten (10) days.

Each insurance policy required by this Agreement, except policies for Professional Liability and Workers’ Compensation, shall contain the following clauses or shall otherwise provide for the following conditions:
“It is agreed that any insurance maintained by CONSULTANT pursuant to this Agreement shall be primary to, and not contribute with, any insurance or self - insurance maintained by the City of Anaheim.”
“The City of Anaheim, its officers, agents, employees, representatives and volunteers are included as additional insured with respect to the scope of work, operations, and/or activities of or performed on behalf of or at the direction of the Named Insured, performed under this Agreement with the City of Anaheim.” 8 Prior to co mmencing any work under this Agreement, CONSULTANT shall deliver to ANAHEIM insurance certificates confirming the existence of the insurance required under this Agreement, and including the applicable clauses referenced above. Also, within thirty (30) days of the execution date of this Agreement, CONSULTANT shall provide ANAHEIM (i) endorsements to the insurance policies that add to these policies the applicable clauses referenced above, or (ii) in lieu of said endorsements, documentation acce ptable to ANAHEIM evidencing that the coverage, terms, and conditions set forth in the above -referenced clauses are otherwise included in said insurance policies. Insurance required hereunder shall be placed with insurers (i) admitted to write insurance in California, (ii) possessing an A. M. Best’s rating of A VII or higher, or (iii) otherwise acceptable to ANAHEIM, with prior written permission from ANAHEIM. In the event that a claim or other legal action is filed against ANAHEIM, and if ANAHEIM, in its good faith opinion, believes it may have coverage under any of the insurance required herein, then ANAHEIM has the right to demand, and to receive within a reasonable time period, copies of the insurance policies related to such required ins urance; provided, however, that this provision shall not apply if the parties agree that CONSULTANT shall fully defend, hold harmless, and indemnify ANAHEIM against any such claim or other legal action.

In addition to other remedies ANAHEIM may have if CON SULTANT fails to provide or maintain any insurance policies or policy endorsements to the extent and within the time required, ANAHEIM may, at its sole option:

Order CONSULTANT to stop work under this Agreement and/or withhold any payment(s) that become du e to CONSULTANT hereunder until CONSULTANT demonstrates compliance with the requirements hereof.

Terminate this Agreement.

Exercise of any of the above remedies, however, is an alternative to other remedies ANAHEIM may have and is not the exclusive remedy for CONSULTANT’S failure to maintain insurance or secure appropriate endorsements.

Nothing herein contained shall be construed in any way as limiting the extent that an CONSULTANT may be held responsible for payments of damages to persons or property resulting from CONSULTANT’S, (or CONSULTANT’S AGENT or SUB -AGENT, if any) performance of the work covered under this Agreement.

In the event CONSULTANT hires other persons or firms to perform some of the work related to this Agreement, CONSULTANT shall ensure (i) that the acts or omissions of such persons or firms are covered under the above-referenced liability insurance, or (ii) that such firms maintain insurance equal to or better than, and subject to the same limits, terms and conditions as, the insurance required of CONSULTANT under this Agreement (except for firms that are not performing professional services—such firms shall not be required to carry the above -referenced professional liability insurance); and in either instance, CONSULTANT shall provide, or cause to 9 be provided, evidence of such insurance coverage, reasonably acceptable to ANAHEIM.

ANAHEIM’S Risk Manager is hereby authorized to amend or reduce the requirements set forth herein in the event that such customer generated amendment or reduction request is in ANAHEIM’S best interest.

11. INDEMNIFICATION
As respects acts, errors or omissions in the performance of professional services, CONSULTANT agrees to indemnify and hold harmless ANAHEIM, its officials, officers, and employees from and against any and all claims, losses, damages, defense costs, or liability, of any kind or nature, to the extent directly arising out of the negligent acts, errors or omissions of the CONSULTANT or any SUB -AGENT in the performance of professional services under this Agreement.

As respects all acts, errors or omissions that do not arise directly out of the performance of professional services, including but not limited to those acts, errors or omissions typically covered by general and automobile liability insurance, CONSULTANT agrees to indemnify, defen d (at ANAHEIM'S option), and hold harmless ANAHEIM, its officials, officers, employees, agents, and representatives from and against any and all claims, losses, damages, defense costs, or liability, of any kind or nature (collectively referred to hereinafter as “Claims”), arising out of or in connection with CONSULTANT’S (or CONSULTANT'S AGENT or SUB-AGENT, if any) acts, errors, omissions, or work, relative to this Agreement; except for those Claims that arise out of the sole negligence or willful misconduct of ANAHEIM.

The obligations set forth in this indemnification provision (i) shall be in effect without regard to whether or not ANAHEIM, CONSULTANT, or any other person maintains, or fails to maintain, insurance coverage, or a self -insurance program, for any such Claims; and (ii) shall survive the termination of this Agreement.

12. EXCLUDED DAMAGES
Unless otherwise expressly stated herein, each Party’s maximum liability (and sole remedy against the other) for any loss or damage arising from performance or non-performance under this Agreement shall be limited to proven direct, actual damages. Neither Party shall be liable to the other for any indirect, punitive, incidental, reliance, special, or consequential damages, whether or not such Party had been advised of the possibility of such damages.

13. PREVAILING WAGES
Where required pursuant to the provisions of the State of California Labor Code or the Davis Bacon Act, not less than the general prevailing rate of per diem wages including legal holidays, and overtime work for each craft or type of workman needed to execute the work contemplated under this Agreement, shall be paid to all workmen employed on the work to be done according to this contract by CONSULTANT or any approved Subcontractor, and shall be deemed to include employer payments for health and welfare, pension, vacation and similar purposes. If both the Davis-Bacon Act and State of California prevailing wage laws apply and the federal and state prevailing rate of per diem wages differ, CONSULTANT and Subcontractor, if any, shall pay the higher of the two rates. Said prevailing rate of per diem wages are on file at the 10 City of Anaheim, Office of the City Clerk, 200 South Anaheim Boulevard, Anaheim, California 92805, and are available to any interested party on request.

14. PROGRESS
CONSULTANT is responsible for keeping the Project Administrator and/or his/her duly authorized designee informed on a regular basis regarding the status and progress of the Services, activities performed and planned, and any meetings that have been scheduled or are desired.

15. PROHIBITION AGAINST ASSIGNMENTS AND TRANSFERS
The Parties recognize that a substantial inducement to ANAHEIM for entering into this Agreement is the professional reputation, experience and competence of CONSULTANT.

Neither the whole nor any interest in, nor any of the rights or privileges granted under this Agreement shall be assigned, transferred or encumbered in any way without the prior written consent of ANAHEIM. Any such purported assignment, transfer, encumbrance, pledge, subuse, or permission given without such consent shall be void as to ANAHEIM. If ANAHEIM approves an assignment or transfer, this Agreement and the covenants and conditions contained herein shall be binding upon and inure to the benefit of and shall apply to the permitted successors and assigns of CONSULTANT.

16. SUBCONTRACTING
Except for those subcontractors set forth in the Scope of Services, if any, CONSULTANT shall not subcontract any portion of the work to be performed under this Agreement without the prior written authorization of ANAHEIM. CONSULTANT shall be fully responsible to ANAHEIM for all acts and omissions of any approved subcontractor. Nothing in this Agreement shall create any contractual relationship between ANAHEIM and subcontractor nor shall it create any obligation on the part of ANAHEIM to pay or to see to the payment of any monies due to any such subcontractor other than as otherwise required by law. ANAHEIM is an intended beneficiary of any work performed by any subcontractor for purposes of establishing a duty of care between the subcontractor and ANAHEIM pursuant to this Agreement.

17. USE AND OWNERSHIP OF DOCUMENTS AND DATA

17.1 ANAHEIM shall furnish to CONSULTANT such documents and materials as may be relevant and pertinent to the provision of services hereunder as ANAHEIM may possess or acquire.

17.2 All documents and materials furnished by ANAHEIM to CONSULTANT pursuant to Section 17.1 shall remain the property of ANAHEIM and shall be returned to ANAHEIM upon termination of this Agreement, for any reason. All documents or material prepared or caused to be prepared by CONSULTANT, its officers, employees, agents and subcontractors, in the course of implementing this Agreement, shall become the exclusive property of ANAHEIM, and ANAHEIM shall have the sole right to use such materials in its discretion without further compensation to CONSULTANT or any other party. CONSULTANT shall, at CONSULTANT's sole cost and expense, provide such documents and material to ANAHEIM upon prior written request.

Documents and material prepared by CONSULTANT pursuant to this Agreement 11 are not intended or represented to be suitable for reuse by ANAHEIM or others on any other project. Any use of completed documents for other projects and any use of incomplete documents without specific written authorization from CONSULTANT will be at ANAHEIM's sole risk and without liability to CONSULTANT. Further, any and all liability arising out of changes made to CONSULTANT's deliverables under this Agreement by ANAHEIM or persons other than CONSULTANT, is waived against CONSULTANT and ANAHEIM assumes full responsibility for such changes unless ANAHEIM has given CONSULTANT prior notice and has received from CONSULTANT written consent for such changes.

18. CONFIDENTIALITY
All documents, including drafts, preliminary drawings or plans, notes, ideas and communications that result from the Services provided under this Agreement, shall be kept confidential by CONSULTANT unless ANAHEIM authorizes, in writing, the release of said information.

19. INTELLECTUAL PROPERTY INDEMNITY
CONSULTANT shall defend and indemnify ANAHEIM, its agents, officers, representatives and employees against any and all liability, including costs, for infringement of any United States' letters patent, trademark, or copyright infringement, including costs, contained in the work product or documents provided by CONSULTANT to ANAHEIM pursuant to this Agreement.

20. RECORDS
CONSULTANT shall keep records and invoices in connection with the work to be performed under this Agreement. CONSULTANT shall maintain complete and accurate records with respect to the costs incurred under this Agreement and any services, expenditures and disbursements charged to ANAHEIM, for a minimum period of three (3) years, or for any longer period required by law, from the date of final payment to CONSULTANT under this Agreement.

All such records and invoices shall be clearly identifiable. CONSULTANT shall allow a representative of ANAHEIM to examine, audit and make transcripts or copies of such records and any other documents created pursuant to this Agreement during regular business hours.

CONSULTANT shall allow inspection of all work, data, Documents, proceedings and activities related to this Agreement for a period of three (3) years from the date of final payment to CONSULTANT under this Agreement.

21. WITHHOLDINGS
ANAHEIM may withhold payment to CONSULTANT of any disputed sums until satisfaction of the dispute with respect to such payment. Such withholding shall not be deemed to constitute a failure to pay according to the terms of this Agreement. CONSULTANT shall not discontinue work as a result of such withholding. CONSULTANT shall have an immediate right to appeal to the City Manager or his Designee with respect to such disputed sums and his/her decision shall be fina1. CONSULTANT shall be entitled to receive interest on any withheld sums at the rate of return that ANAHEIM earned on its investments during the time period, from the date of withholding of any amounts found to have been improperly withheld.

12 22. ERRORS AND OMISSIONS
In the event of errors or omissions that are due to the negligence or professional inexperience of CONSULTANT which result in expense to ANAHEIM greater than what would have resulted if there were not errors or omissions in the work accomplished by CONSULTANT, the additional cost and expense shall be borne by CONSULTANT. Nothing in this paragraph is intended to limit ANAHEIM's rights under the law or any other sections of this Agreement.

23. ANAHEIM'S RIGHT TO EMPLOY OTHER CONSULTANTS
CONSULTANT acknowledges and agrees that this Agreement and the provision of services hereunder are nonexclusive and that ANAHEIM may enter into similar agreements with other entities for the provision of similar services.

24. CONFLICTS OF INTEREST

CONSULTANT or its employees may be subject to the provisions of the California Political Reform Act of 1974 (the “Act”), which (1) requires such persons to disclose any financial interest that may foreseeably be materially affected by the Services performed under this Agreement and (2) prohibits such persons from making, or participating in making, decisions that will foreseeably financially a ffect such interest. If subject to the Act, CONSULTANT shall conform to all other requirements of the Act that may be applicable.

Failure to do so constitutes a material breach and is grounds for immediate termination of this Agreement by ANAHEIM.

CONSULTANT’s Services under this Agreement may now or in the future involve participation in governmental decision-making processes such that ANAHEIM deems it necessary to designate one or more of CONSULTANT’s employees a filer of a Statement of Economic Interest s (“ Form 700 Filer ”) under the Act. ANAHEIM shall make such designations based on the nature and scope of the Services and requirements of the Act. If CONSULTANT’s employee(s) is designated a Form 700 Filer, such employee(s) shall file under Disclosure Category 1, unless otherwise directed by ANAHEIM, and shall periodically complete ethics training as required by ANAHEIM. CONSULTANT shall at its own cost and expense ensure such employee’s compliance with these filing and ethics-training requirements.

CONSULTANT shall indemnify and hold harmless ANAHEIM for any and all claims for damages resulting from CONSULTANT’s violation of this Section.

25. NOTICES
All notices, demands or other writings to be made, given or sent hereunder, or which may be so given or made or sent by either ANAHEIM or CONSULTANT to the other shall be deemed to have been given when in writing and personally delivered or if mailed on the third (3rd) day after being deposited in the United States mail, certified or registered, postage prepaid, and addressed to the respective Parties at the following addresses:
15 If to ANAHEIM: City Clerk
City of Anaheim
200. S. Anaheim Blvd, 2nd Floor
Anaheim, CA 92805
FAX No. (714) 765-4105

With copies to: Director of Public Works
200 S. Anaheim Blvd, 2nd Floor
Anaheim, CA 92805
FAX: (714) 765-5225

To CONSULTANT: WOODARD & CURRAN INC.
530 Technology Drive, Suite 100
Irvine, CA 92618
Phone: (949) 420-5300

26. ENFORCEMENT OF AGREEMENT

26.1 Events of Default.
.01 For purposes of this Section 25, the word "Default" shall mean the failure of CONSULTANT to perform any of CONSULTANT's duties or obligations or the breach by CONSULTANT of any of the terms and conditions set forth in this Agreement. In addition, CONSULTANT shall be deemed to be in Default upon CONSULTANT's (i) application for,consent to, or suffering of, the appointment of a receiver, trustee or liquidator for all or a substantial portion of its assets; (ii) making a general assignment for the benefit of creditors; (iii) being adjudged bankrupt; (iv) filing a voluntary petition or suffering an involuntary petition under any bankruptcy, arrangement, reorganization or insolvency law (unless in the case of an involuntary petition, the same is dismissed within thirty (30) days of such filing); or (v) suffering or permitting to continue unstayed and in effect for fifteen(15) consecutive days any attachment, levy, execution or seizure of all or a substantial portion of CONSULTANT's assets or of CONSULTANT's interests hereunder.
.02 ANAHEIM shall not be deemed to be in Default in the performance of any obligation required to be performed by ANAHEIM hereunder unless and until ANAHEIM has failed to perform such obligation for a period of thirty (30) days after receipt of written notice from CONSULTANT specifying in reasonable detail the nature and extent of any such failure; provided, however, that if the nature of ANAHEIM's obligation is such that more than thirty (30) days are required for its performance, then ANAHEIM shall not be deemed to be in Default if ANAHEIM shall commence to cure such performance within such thirty (30) day period and thereafter diligently prosecute the same to completion.

26.2 Immediate Termination for CONSULTANT's Default. CONSULTANT shall not be deemed to be in Default in the performance of any obligation required to be performed by CONSULTANT hereunder unless and until CONSULTANT has failed to perform such obligation for a period of thirty (30) days after receipt of written notice from ANAHEIM specifying in reasonable detail the nature and extent of any such failure; provided, however, that if the nature of CONSULTANT's obligation is such that more than thirty (30) days are required for its performance, then CONSULTANT shall not be deemed to be in Default if CONSULTANT shall commence to cure such performance within such thirty (30) day period and thereafter diligently prosecute the same to completion.
15 26.3 Termination without Cause. ANAHEIM may terminate this Agreement at any time without the necessity of cause or Default by giving thirty (30) days' notice in writing to CONSULTANT. In such event, the Parties shall have no further rights hereunder, except that CONSULTANT shall be paid for all services adequately rendered prior to such termination and shall receive payment in full for equipment and equipment that has been ordered that cannot be canceled. CONSULTANT may not terminate this Agreement except for cause.

27. COMPLIANCE WITH ALL LAWS
CONSULTANT shall at its own cost and expense comply with all statutes, ordinances, regulations and requirements of all governmental entities, including federal, state, county or municipal, whether now in force or hereinafter enacted. In addition, all work prepared by CONSULTANT shall conform to applicable local, county, state and federal laws, rules, regulations and permit requirements and be subject to approval of the Project Administrator.

28. WAIVER
A waiver by either Party of any breach, of any term, covenant or condition contained herein shall not be deemed to be a waiver of any subsequent breach of the same or any other term, covenant or condition contained herein, whether of the same or a different character.

29. INTEGRATED CONTRACT
This Agreement and the exhibits hereto contain the entire agreement of ANAHEIM and CONSULTANT with respect to the matters covered hereby, and no agreement, statement or promise made by either ANAHEIM or CONSULTANT which is not contained herein, shall be valid or binding. No prior agreement, understanding or representation pertaining to any such matter shall be effective for any purpose.

30. CONFLICTS OR INCONSISTENCIES
In the event there are any conflicts or inconsistencies between this Agreement and the Exhibits or any other attachments attached hereto, the terms of this Agreement shall govern.

31. INTERPRETATION
Each Party acknowledges that he / she / it has had the benefit of advice of competent legal counsel with respect to its decision to enter this Agreement. The provisions of this Agreement shall be interpreted to give effect to their fair meaning and shall be construed as prepared by both Parties.

32. AMENDMENTS
This Agreement may be modified or amended only by a written document executed by both CONSULTANT and ANAHEIM and approved as to form by the City Attorney.

33. SEVERABILITY
If any term or provision of this Agreement or the application thereof to any person or circumstance shall, to any extent, be held invalid or unenforceable, the remainder of this Agreement, or the application of its terms and provisions to persons and circumstances other than those to which it has been held invalid or unenforceable shall not be affected thereby, and each 15 term and provision of this Agreement shall be valid and enforceable to the fullest extent permitted by law.

34. REMEDIES CUMULATIVE
The remedies given to ANAHEIM and CONSULTANT herein shall be cumulative and are given without impairing any other rights given ANAHEIM or CONSULTANT by statute or law now existing or hereafter enacted and the exercise on any one (1) remedy by ANAHEIM or CONSULTANT shall not exclude the exercise of any other remedy.

35. NO THIRD PARTY BENEFICIARIES
The Parties intend that no rights nor remedies be granted to any third party as a beneficiary of this Agreement or of any covenant, duty, obligation or undertaking established herein.

36. CONTROLLING LAW AND VENUE
The laws of the State of California shall govern this Agreement and all matters relating to it and any action brought relating to this Agreement shall be adjudicated in a court of competent jurisdiction in the County of Orange.

37. DISCRIMINATION
CONSULTANT agrees not to discriminate against any person or class of persons by reason of sex, color, race, creed, religion, marital status, handicap, ancestry, national origin or other prohibited basis in its provision of Services or hiring of subcontractors or employees. To the extent this Agreement provides that CONSULTANT offer accommodations or services to the public, such accommodations or services shall be offered by CONSULTANT to the public on fair and reasonable terms.

38. AUTHORITY
Each individual executing this Agreement on behalf of a corporation, nonprofit corporation, partnership or other entity or organization, represents and warrants the he or she is duly authorized to execute and deliver this Agreement on behalf of such entity or organization and that this Agreement is binding upon the same in accordance with its terms. CONSULTANT shall, at ANAHEIM's request, deliver a certified copy of it governing board's resolution or certificate authorizing or evidencing such execution.

39. EFFECTIVE DATE
This Agreement shall be effective on the date on which this Agreement is executed by ANAHEIM ("Effective Date").

[Remainder of page intentionally left blank,- signatures on next page] 15 IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed on the dates hereinafter respectively set forth.

DATE OF EXECUTION:

CITY OF ANAHEIM
a municipal corporation

By:__________________________________

“ ANAHEIM”
ATTEST:

By: ______________________
City Clerk of Anaheim

DATE OF EXECUTION:
___________________________
WOODARD & CURRAN INC, a Maine corporation
By: _____________________________________

Printed Name: _____________________________

Title: ___________________________________
“ CONSULTANT”

APPROVED AS TO FORM:

ROBERT FABELA, CITY ATTORNEY

By:_________________________________
Bryn M. Morley
Deputy City Attorney
155985

Attachments: Exhibit A

EXHIBIT A

SCOPE OF SERVICES
(Attached behind this page)
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project
2 | PROJECT TEAM AND POSSIBLY THE

LONGEST SECTION NAME YOU NEED
1 RESORT AREA

SANITARY SEWER

AND ROADWAY WIDENING

IMPROVEMENT PROJECT
City of
Anaheim, CA
June 26, 2025
Revised July 21, 2025
530 Technology Drive | Suite 100
Irvine, California 92618
www.woodardcurran.com
T 800.426.4262
T 949.420.5300

June 26, 2025

City of Anaheim
200 S. Anaheim Boulevard, Suite 276
Anaheim, California 92805
Attn: Ms. Lori Ishigo, Project Manager

Re: Resort Area Sanitary Sewer and Roadway Widening Improvement Project RCP 2025-23000
Dear Ms. Ishigo:

Through a 10-year partnership, Woodard & Curran has been a trusted advisor for the City of Anaheim (City/Anaheim) and we hope to continue our long-standing relationship in supporting the City for the sanitary sewer and roadway widening improvement project of the Resort Area. Our team brings the right combination of previous intimate knowledge of the project, extensive sewer design experience and technical excellence necessary to design, and help construct the recommended project alternative identified in the preliminary design report (PDR) we prepared earlier this year. Our hands-on project management approach, consistent and proactive communication, along with our established QA/QC procedures, will deliver the project on time and on budget.

Our team will be led by Kraig Erickson, PE, who will serve as the Project Manager and your point-of-contact for this project and manage our internal team. He has 20 years of experience and participates in all aspects of project implementation, from planning through design and construction services. Kraig is supported by two of our best sewer rehabilitation and replacement engineers in Orange County, Mirko Maher, PE and Justin Kraetsch, PE who were responsible for preparing the project’s May 2025 PDR.

Woodard & Curran has reviewed the proposed City agreement and generally accepts the form provided. Upon award, we would request an opportunity to discuss certain risk-based allocation terms to be consistent with the parties prior mutually negotiated terms under which we have been successfully working.

Woodard & Curran is a C Corporation, and a DIR contractor (1000046744). The work for this project will be managed by our Irvine office located at located at 530 Technology Drive, Irvine, CA 92618. Our proposal is valid for 120 calendar days after submission. Ray Fakhoury, PE, our proposed Principal-in-Charge and Vice President is authorized to sign legally binding commitments and can be reached at 858.413.5430 or [email protected].

Thank you for the opportunity to submit our proposal.

Sincerely,
Woodard & Curran, Inc.

Ray Fakhoury, PE
Vice President | Principal-in-Charge
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project
1 1 | Statement of Qualifications
Woodard & Curran is an integrated engineering, science, and operations company specializing in water and environmental services. Privately held and steadily growing, we serve public and private clients locally and nationwide. At the heart of Woodard & Curran are experts in their fields and passionate about what they do, showing a level of commitment and integrity that drive results for our clients.

Full-service firm with multi-disciplined staff. Our staff are specialists offering in-depth understanding of cutting-edge technology, astute problem-solving, multidis- ciplinary engineering, and expert regulatory guidance. We have in-house wastewater engineering design, sewer rehabilitation and replacements disciplines as well as con- struction professionals with experience in a variety of project delivery methods, including design-build. The firm has received numerous honors and awards, and we have been ranked among Engineering News-Record’s top 100 environmental firms every year since 2000.

Local staff are familiar with the Orange County area. Our local Woodard & Curran team members have worked in the Orange County area for nearly their entire careers. As a result, we have a proven record of success and experience working with the City of Anaheim on many recent and similar successful projects. We have worked and coordinated with many of the agencies that the City coordinates with and obtains permits from, including the Orange County Sanitation District (OC San), the Orange County Flood Control District, the Orange County Transportation Authority, and Caltrans. This familiarity, combined with direct recent experience on the Resort Area Sewer Improvements PDR will enable our team to expedite project delivery and completion to meet the City’s goals and objectives for this project within budget and on schedule.

The organization chart shows clear lines of responsibility and accountability within our proposed team. Our proposed Project Manager, Kraig Erickson, PE with extensive project experience throughout Orange County will be responsible for day-to-day management of the project, including communication within the project team and the City. As Principal-in-Charge, Ray Fakhoury, PE will ensure that Woodard & Curran’s resources are fully dedicated to the project and that we meet the City’s goals and objectives.

Supporting Kraig are several key team members with recent extensive and successful projects with the City. This includes Mirko Maher, PE, Justin Kraetsch, PE, Glenn Hermanson, PE, and Brian Ling all with substantial roles in completing the May 2025 Resort Area Sewer Improvements PDR. These team members has also delivered several successful similar projects for the City in the last 5 years.

Team Experience
26 1,300+

OFFICE LOCATIONS
FOUNDED IN 1979
across the United States,
including seven
locations in California
highly qualified

PROFESSIONALS
flag
map-marked-alt
person-half-dress
1 | Statement of Qualifications
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project
2 Kraig Erickson, pe | Project Manager
🎓 Masters, Industrial & Management Engineering, California Polytechnic State University - San Luis Obispo; Bachelors, General Engineering, California Polytechnic State University - San Luis Obispo FILE-CERTIFICATE Professional Engineer – CA C-73895
Kraig has 20 years of experience and participates in all aspects of project implementation, from planning through design and construction services. He has provided design and construction management services for pipeline, pump station, treatment and reservoir projects for wastewater, recycled water, potable water, and storm drainage systems. Kraig is experienced with condition assessment and rehabilitation projects for pipelines, reservoirs, pump stations and wastewater treatment facilities, as well as being a certified inspector for cured-in-place pipeline relining.

J Orange County Sanitation District, CA – 2-49 Taft Sewer Rehabilitation. Project Manager for the existing sewers on Taft Ave. and Tustin Ave. lack sufficient capacity to convey peak wet weather flow.

J Irvine Ranch Water District, CA – Inverted Sewer Siphons. Technical support for design and construction improvements to 19 inverted sewer siphons to increase reliability and operability.

J Orange County Sanitation District, CA – District No. 6 Trunk Sewer Repairs. QA/QC for cost estimates for the District 6 trunk sewer upgrades which included hydraulic modeling upgrades, environmental requirements review, analysis of current conditions, pre-design and final design of system upgrades for design flows projected for the next 30 years.

Ray Fakhoury, pe | Principal-in-Charge
🎓 Bachelors, Civil Engineering, San Diego State University FILE-CERTIFICATE Professional Engineer – CA 49036
With over 37 years of experience in wastewater, water, and recycled water engineering projects including preparation of technical studies, condition assessments, preliminary designs, full-engineering designs, design- bid-build documents, and design-build projects, Ray has provided services to more than 30 different public, federal, and municipal agencies throughout Southern California.

TECHNICAL RESOURCES
Roadway Widening
Kevin Kopp, pe (30%)
Utility Investigation/Design
Brian Ling, eit (50%)
Water Quality Management Plan
Shawn Kenney, pe, qsd/p, cpswq (15%)
Environmental Documentation
Haley Johnson (25%)
Electrical
Donna Rammell, pe (10%)
Biological/Cultural Surveys
SWCA Environmental Consultants
Traffic Control
Traffic Control Engineering, Inc
Traffic Signal/Striping Design
Kimley-Horn
Landscape Architecture
Pamela Burton & Company
Potholing
T2 Utility Engineers
Ambient Noise Measures
Vista Environmental Consulting

PRINCIPAL-IN-CHARGE
Ray Fakhoury, pe

PROJECT MANAGER
Kraig Erickson, pe (25%)
Percentage of time equals time commitment to the project during design phase.

TECHNICAL ADVISOR
Mirko Maher, pe (15%)

PROJECT ENGINEER
Justin Kraetsch, pe (35%)
QA/QC
Glenn Hermanson, pe (5%)

1 | Statement of Qualifications
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project
3 J City of Anaheim, CA – Resort Area Sanitary Sewer Study. Principal-in-Charge of the sewer design services will provide additional sewer flow. This will convey a total of 13 MGD of buildout peak dry weather flow through the area to OCSAN’s trunk sewer system; provide flexibility to adapt to different sewer loading locations and reduce future operation and maintenance efforts.

J Orange County Sanitation District, CA – Santa Ana Trunk Sewer Rehabilitation and Replacement Project. As Technical Advisor and Quality Assurance Manager, Ray was responsible for provide technical expertise for this critical OC San project involving replacement and rehabilitation of approximayely 6000 feet sewer ranging in diameters from 18 to 30-inches.

J City of San Diego, CA – Morena Pump Station and Conveyance System Project. Project Manager and oversaw a pump station and conveyance system, part of the City’s Pure Water Program, construction of a new 40-MGD sewage two-stage pump station, 4,000 feet of gravity sewers ranging in diameter from 66 to 84 inches, 12.5 miles of 48-inch force main, 12.5 miles of 30-inch brine pipeline, and 3.5 miles of 16- to 36-inch water pipelines.* Prior experience Glenn Hermanson, pe | QA/QC
🎓 Masters, Civil Engineering, Virginia Polytechnic Institute and State University; Bachelors, Civil Engineering, California Polytechnic State University - San Luis Obispo FILE-CERTIFICATE Professional Engineer – CA 46659
Glenn has over 30 years of experience and has expertise in pipeline alignment studies, predesign, and final design of conventional and trenchless pipeline projects involving wastewater collection, trunk, and interceptor pipelines, and pump stations. He has been the Technical Advisor or Quality Control Reviewer on over 22 sewer rehab projects.

J City of Anaheim, CA – Knollwood Circle Sewer Improvement Project. Senior Advisor and QC/QC Review to provide design services for the installation of approximately 2,000 linear feet of new 12-inch diameter sewer. The design include utility coordination, easement requirements, and trenchless installation. The recommended alignment crosses a 69-inch diameter storm drain, two private properties, and a busy roadway.

J City of Anaheim, CA – Magnolia and Broadway Sanitary Sewer Improvements. Senior Advisor who provided design services for a high-priority sewer improvement project that addresses a broken 8-inch diameter inverted sewer siphon crossing underneath a 93-inch diameter concrete storm drain in the City of Anaheim’s Broadway collection system.

J Irvine Ranch Water District, CA – Sewer Siphon Improvements. Responsible for the QA/QC for the design of improve- ments to four critical inverted sewer siphon each with triple barrels ranging in diameter from 15- to 42-inches in diameter.

Mirko Maher, pe | Technical Advisor
🎓 Bachelors, Civil & Environmental Engineering, UC Berkeley FILE-CERTIFICATE Professional Engineer – CA 64645
Mirko has over 20 years of experience in managing and developing contract drawings and specifications with the most up to date use of BIM software (Civil 3D) for rehabilitation and new construction. He has designed more than 20 miles of large diameter pipelines greater than 24-inches with multiple pump station connections. Mirko is also familiar with other facilities such as canal and reservoir outfalls, sized 36-inch to 10-foot in diameter, with flows ranging from 30 to 500 MGD.

J City of Anaheim, CA – Resort Area Sewer Improvements Preliminary Design Study. Project Manager responsible for the alternatives evaluation that addresses capacity issues due to existing conditions and potential development in that area.

J City of Anaheim, CA – Brookhurst and Crescent Sanitary Sewer Improvements. Project Manager responsible for the alternatives evaluation that address issues occurring with a sewer siphon at the intersection of Brookhurst St. and Crescent Ave.

J City of Anaheim, CA – Knollwood Circle Sewer Improvement Project. Project Manager for the alternatives evaluation and preliminary design.

J Irvine Ranch Water District, CA – Sewer Siphon Improvements. Project Manager for sewer siphon design improvements.

1 | Statement of Qualifications
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project
4 Justin Kraetsch, pe | Project Engineer
🎓 Masters and Bachelors, Civil/Environmental Engineering, California Polytechnic State University - San Luis Obispo
FILE-CERTIFICATE Professional Engineer – CA 88445
Justin has experience in sewer infrastructure design and construction management includes predesign, final design, and trenchless feasibility studies of pipeline projects. He has served as the Project Engineer on several pipeline design projects and is experienced in construction plan preparation using AutoCAD, development of technical specifications, and construc- tion cost estimates.

J City of Anaheim, CA – Resort Area Sewer Improvements Preliminary Design Study. Project Engineer responsible for the alternatives evaluation that address capacity issues due to existing conditions and potential development in that area.

J City of Anaheim, CA – Magnolia and Broadway Sewer Improvement. Project Engineer responsible for the preliminary and final design.

J City of Anaheim, CA – Knollwood Circle Sewer Improvement Project. Project Engineer responsible for the alternative’s evaluation and preliminary design.

J City of Anaheim, CA – Brookhurst and Crescent Sanitary Sewer Improvements. Project Engineer responsible for the alternatives evaluation that address issues occurring with a sewer siphon at the intersection of Brookhurst St. and Crescent Ave.

Team
Member/Role
Education/
Registration Relevant Experience
Kevin Kopp, pe |
Roadway Design
🎓 Masters, Civil Engineering,
California Polytechnic State
University - San Luis Obispo;
Bachelors, Environmental
Engineering, California
Polytechnic State University,
Humboldt
FILE-CERTIFICATE Professional Engineer – CA
92254
J City of Anaheim, CA – Brookhurst and Crescent Sanitary Sewer Improvements. Project Engineer responsible for the alternatives evaluation that address issues occurring with a sewer siphon at the intersection of Brookhurst St. and Crescent Ave.

J Irvine Ranch Water District, CA – Lake Forest Woods Sewer Improvements. Project Engineer responsible for the final design of access roads, grading improvements, and supporting the design of approximately 1,900 feet of 8-inch and 10-inch diameter PVC sewer through privately owned undeveloped lots containing dense Eucalyptus tree groves paralleling two creeks.

Brian Ling, eit |
Utility Investigation/
Design
🎓 Bachelors, Civil and
Environmental Engineering,
University of California-Los
Angeles
FILE-CERTIFICATE Engineer-in-Training – CA,
177171; 10-Hour Construction
Training – OSHA
J City of Anaheim, CA – Brookhurst and Crescent Sanitary Sewer Improvements. Performed alternatives development and evaluation including utility investigation.

J City of Anaheim, CA – Resort Area Sewer Improvements
Preliminary Design Study. Project Engineer responsible for the alternatives evaluation that address capacity issues due to existing conditions and potential development in that area.

1 | Statement of Qualifications
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project
5 Team
Member/Role
Education/
Registration Relevant Experience
Shawn Kenney, pe,
qsd/p, cpswq| Water
Quality Management
Plan
🎓 Bachelors, Civil Engineering,
University of New Hampshire
FILE-CERTIFICATE Professional Engineer – CA
94165; Certification Qualified
SWPPP Developer/Qualified
SWPPP Practitioner - 26884;
Certified Professional in Storm
Water Quality – CA 1141
J Irvine Ranch Water District, CA – Woods Sewer
Improvements. As Project Engineer, Shawn is responsible for hydraulic modeling and designing grade control structures for Upper San Diego Creek tributaries in Lake Forest to reduce erosion potential and protect adjacent structures.

J City of Modesto, CA – JM Pike Park Stormwater to Sanitary Cross Connection Removal Project. As Project Engineer, Shawn is responsible for modeling and designing 11,700 feet of storm drain and a 21 acre-foot underground infiltration chamber system to remove sanitary sewer cross connections and resolve frequent flooding in the 101-acre watershed.

Haley Johnson
| Environmental
Documentation
🎓 Bachelors, Environmental
Science, University of
California-Berkeley
J Eastern Municipal Water District, CA – Judson Transmission Pipeline IS/MND. Project Manager/Environmental Analyst
managed a team of four environmental planners and a subcon- sultant that specializes in biological, cultural, and paleontological resources to complete an IS/MND for EMWD’s Judson Transmission Main project.

J Orange County Sanitation District, CA – Taft Ave. Sewer Improvement Project IS/MND. CEQA Task Manager. CEQA
Task Manager to prepare an Initial Study and Mitigated Negative Declaration for the Taft Sewer to construct 11,000 linear feet of trunk sewer pipelines, connected to the existing City of Orange and OCSan sewer. The IS/MND tiered from the OCSan’s 2020 PEIR Facilities Master Plan.

Donna Rammell, pe
| Electrical
🎓 Certificate, Project
Management, University of
California-Berkeley; Bachelors,
Electrical Engineering, San
Francisco State University;
Associates, Technical Graphics
and Design Technology, Diablo
Valley College
FILE-CERTIFICATE Professional Engineer – CA E
16928
J Contra Costa County Central Sanitation District, Martinez, CA – Sewer System Infrastructure Plan. This condition assessment study involves a desk top analysis and field condition assessment analysis for 18 sewage pump stations to prioritize improvements as part of the District’s planning efforts. Donna was the lead electrical engineer to provide analysis and input into technical memorandums noting remaining useful life and vulnerabilities that might impact operations.

J Novato Sanitary District, CA – Ignacio Pump Station Alter- native Analysis TM. Developed two alternatives for replacing an aging and unreliable power distribution system that pro-vides power to two 90Hp lift pumps and ancillary systems at the pump station facility. The pumps are part of a conveyance system for treatment of sewer water at the Main Treatment Plant located in Novato.
1 | Statement of Qualifications
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project
6 SWCA Environmental Consultants (SWCA) | Biological/
Cultural Surveys
Founded in 1981, SWCA is one of
the largest environmental consulting
companies in the United States with a
focus solely on environmental science. The firm has specialized expertise in natural and cultural resources management, permitting, land use planning and CEQA and NEPA compliance.

SWCA helps clients in both the public and private sectors achieve their objectives by reconciling potential conflicts between human activities and environmental quality, using sound science to develop creative solutions. SWCA provides a wide range of biological, cultural, planning, permitting, and compliance services for clients throughout California. SWCA will provide biological and cultural survey support to ensure compliance with environmental regulations and project requirements.

Traffic Control Engineering (TCE) I Traffic Control Plans TCE was organized in 1989 and
specializes in a variety of transportation
and traffic projects. TCE are experts in
impact analysis, access studies, parking studies, traffic signal coordination, circulation master plans, and general plans throughout Southern California. TCE has a close working rela- tionship with Caltrans and other governmental transportation agencies. TCE collaborates with clients to formulate and imple- ment traffic reduction measures. TCE has on going contracts with Los Angeles County Sanitation District, LA City Bureau of Engineering, Irvine Ranch Water District, City of Newport Beach, Costa Mesa Sanitary District, Long Beach Water Department, OC SAN, and others for providing as-needed traffic control design.

Their services aim to enhance safety and efficiency in traffic management for the City’s project.

Kimley-Horn I Traffic Signal/Striping Design
For more than half a century, Kimley-
Horn has specialized in the safe and
efficient movement of people and goods within innovative transportation systems. Their teams plan and design for both today and tomorrow—integrating thoughtful planning, fundamental engineering concepts, and emerging technologies into your projects to maximize efficiencies and bring your visions to fruition. Whether your needs include traditional roadways, simple or complex interchanges, traffic signals, roundabouts, or traffic management and safety strategies, Kimley-Horn focuses on the planning and design processes for these transportation and traffic engineering elements in a manner that is proven to meet your diverse and often customized needs.

Pamela Burton & Company (PB&Co) | Landscape
Architecture
PB&Co is an award-winning landscape
architecture firm that specializes
in integrating the disciplines of art,
architecture, and landscape since 1975. PB&Co has proudly participated in many LEED certified projects, contributing such solutions as rainwater harvesting for irrigation, bioswales and rain gardens to recharge groundwater reserves, a biodiverse and drought resilient plant palette to protect habitat, and light-col- ored permeable paving and shade trees to reduce the heat island effect. PB&Co has supported Woodard & Curran on several projects including the Edward Vincent Jr. Park Improvements Design Project in Inglewood.

T2 Utility Engineers (T2) | Potholing
T2 provides a full range of utility
engineering services, including
subsurface utility engineering, advanced
geophysics, test holes/potholing, surveying, and utility coordi- nation to support infrastructure projects in the United States. T2 has collaborated with Woodard & Curran on multiple projects, including those with the City of Anaheim.

Vista Environmental| Ambient Noise Measures
Vista Environmental specializes in air
quality, greenhouse gas emissions,
health risk assessments and noise impact
analyses for governmental agencies and the business community and has completed numerous complex air and noise studies that conform to both the CEQA and NEPA requirements.

Subconsultants
1 | Statement of Qualifications
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project
7 Understanding of Need
The Woodard & Curran team has an unmatched understanding of the City’s Resort Area Sanitary Sewer and Roadway Widening Improvements Project challenges and concerns, having recently completed PDR in May 2025. This understanding will enable us to complete the design of the project in an expedited timeline and get the project in construction immediately.

The goal of the project is to design and prepare bid documents for the recommended sewer project improvements identified in the May 2025 PDR, which involves the following:

J Upsize approximately 5,300 feet of the existing northern Katella Ave. sewer. The upsize for the northern Katella sewer will range from 30 to 36-inches.

J Construct approximately 2,600 feet a new 21-inch parallel sewer on the south side of Katella Ave..

J The recommended Cerritos sewer work in the PDR will be completed as a separate contract for this project.

In addition to the recommendation of the May 2025 PDR for sewer improvements, the City has included a street widening component to this project on the north side of Katella Ave. to create a fourth lane for the westbound travel lanes. The section of Katella Ave. roadway to be widened is approximately 1,800 feet long and extends east from Disneyland Drive to approximately 800 feet west of Harbor Blvd. This widening component will improve traffic circulation to meet public needs prior to the 2028 Olympics and is part of a larger City street improvement plan for the Resort Area. The proposed widened section of approximately 1,800 feet will not require any property acquisition and should be accomplished within the existing City right-of-way. Figure 1 shows the proposed project location and components.

Goals and Objectives:

The project goals and objectives for the successful completion of this project on schedule and budget based on thorough under- standing of the project and extensive discussions with the City consist of the following:

J Complete the Design Phase in an expedited Schedule to begin construction as soon as possible.

J Prepare A Design Approach to Minimize Community Impacts, especially on Disneyland & the Convention Center.

J Assist the City in Public Outreach During the Design Phase to Minimize Conflicts and Complaints During Construction.

J Minimize Costly Bypass Pumping by Utilizing Sewer Diversion to Existing Sewers.

J Obtain Necessary Permits Early to Deliver Project on Schedule.

Figure 1. Project Location and Components
1 | Statement of Qualifications
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project
8 Our proposed approach addresses the key tasks necessary for successful completion of the project and identifies areas of concerns that the City should be made aware that are critical for meeting the District’s goals and objectives for the project.

Our approach discussed below focuses on the following key topics:

J Additional Utility Locating Plan to Minimize Conflicts J Street Widening and Sewer Improvements Construction Phasing J Remove/Replace Existing Sewer and Minimize Bypass Requirements J Additional City Survey for Street Widening Project
J Plan to Deliver Project on Schedule
Additional Utility Locating Plan To Minimize Conflicts
Woodard & Curran previously conducted an extensive utility locating effort along Katella Ave. in Q2 of 2025 as part of the preliminary design contract. This effort included several potholes along the recommended alignment to assess an available corridor between existing utilities to establish a preliminary horizontal alignment for a new 21-inch sewer on the south side of Katella Ave.. The preliminary design effort revealed that Katella Ave. is a heavily crowded utility corridor with many subsurface assets operated by a variety of both public and private agencies. Significant existing utilities located under the roadway include an 8-inch jet fuel line, a 43-inch MWD transmission pipeline, multiple City storm drainage pipes and box culverts, and multiple electrical duct banks ranging from 12kV to 69kV. Thus, it is critical to identify and locate these existing utilities when designing the proposed improvements, so that proposed alignments can be more confidently confirmed with reduced risk of encountering utility conflicts during construction to reduce the potential for project delays and significant changes orders.

An additional utility locating effort will be performed early on the design phase to investigate and document existing utilities in proximity to the proposed sewer improvement and roadway widening areas, using a combination of vacuum extraction potholing and advance geophysics detection methods such as ground penetrating radar (GPR). Potholing will be used to provide precise horizontal and vertical locations of existing utilities where it necessary to confirm clearances from proposed improvements, and advanced geophysics detection will provide a minimally invasive method to locate utilities without having to excavate the roadway and minimize traffic control needed during this investigation.

We believe with the previous potholing effort completed in the preliminary design phase, the additional potholing effort and GPR investigations included in the design phase will benefit the City in minimizing and possibly eliminating any potential utility conflicts during construction.

Street Widening and Sewer Improvements Construction Phasing Our team understands the City’s goal is to complete all Project construction before the 2028 Olympics. The proposed construction work must be sequenced in a manner that will allow the City and its contractor to construct the street widening and sewer improvements within the allowable timeline. Reducing impacts to traffic and to the surrounding properties will also be important factors that tie into the construction sequencing. The street widening and existing northern Katella sewer removal and replacement improvements will impact the westbound travel lanes on Katella Ave. and the new 21-inch parallel sewer construction will impact the eastbound travel lanes on Katella Ave. The proposed location of these proposed sewer improvements along with known existing utilities are depicted in a cross section of Katella Ave. between Disneyland Drive and Harbor Boluvard shown in Figure 2 on the following page.
1 | Statement of Qualifications
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project
9 The street widening work along the side should be completed before starting the northern Katella sewer removal and replacement work to utilize the newly created fourth westbound travel lane, which will help reduce traffic impacts during the sewer replacement.

Additionally, the new 21-inch parallel sewer should be constructed and operational before replacing the existing northern Katella sewer to utilize the additional system capacity.

Street widening work and new 21-inch parallel sewer work could be completed simultaneously to reduce the overall construction schedule. Their respective work areas will be confined to the northern and southern ends of Katella Ave. and will not exacerbate traffic impacts surrounding business compared to a sequential construction approach. The removal and replacement of the existing northern Katella sewer would begin in this area after the newly created fourth westbound travel lane has been opened and the new parallel sewer has been placed into operation. Woodard & Curran will further evaluate and optimize the construction phasing approach during the final design phase in collaboration with City team to meet the City’s goals and deliver a successful project for all stakeholders.

Remove/Replace Existing Sewer and Minimize Bypass Requirements Temporary sewer bypassing will be required to maintain flows during the removal and replacement of the existing northern Katella sewer. Temporary bypass methods will primarily include utilizing flow diversions and installing and operating bypass pumping systems where sewer diversions can’t be used. Construction should be sequenced in a manner that utilizes the existing flow diver- sions between the northern and southern Katella sewers as much as possible to significantly reduce bypass pumping requirements and costs.

The new 21-inch parallel sewer on Katella Ave. between West Street and Harbor Boluvard should be constructed and put into operation before starting the removal and replacement of the existing northern Katella sewer. The new parallel sewer will receive and convey flow from existing sewers that currently discharge into the existing southern Katella sewer, which include the 18/21-inch south Harbor sewer and seven 8 to 15 inches laterals that serve the properties located along the south side of Katella Ave.. Once the new parallel sewer is in operation, the total flow entering the existing southern Katella sewer will be significantly reduced. The existing southern Katella sewer will have additional capacity to relieve the northern Katella sewer by utilizing the existing flow diversions located in the Katella Ave. and Harbor Boluvard intersection.

During the development of this proposal, we utilized the hydraulic model from May 2025 PDR to preliminary evaluate whether the northern Katella sewer can be fully isolated from all incoming flows by diverting those flows into the southern Katella sewer using the 24” SS

JFL CABLE

WESTBOUND
SIDE-

EASTBOUND CONCRETE LANE SIDEWALK

CENTER ISLAND
CL
8” JET FUEL
21” SS TO BE
UPSIZED TO 30”

PROPOSED ADDITIONAL
TRAFFIC LANE: 13 FT
16” W

12.5’ x 7.5’
43” W 84” SD

FOFO TELFO FO FO UTV
8” G12” W
ABAND

PROPOSED
21” SS
Figure 2. Cross-Section of Katella Ave. (Facing East) with Sewer Improvements 1 | Statement of Qualifications
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project
10 existing diversion structures. Current peak dry weather flows were evaluated in the model to represent the flows that may be encountered during construction. The modeling results showed that these existing flow diversion structures in the Katella Ave. and the Harbor Boluvard intersection can be utilized to fully bypass the northern Katella sewer without surcharging the existing sewers.

Therefore, no temporary bypass pumping systems would be required in this busy intersection. Figure 3 shows a preliminary sche- matic of the proposed flow diversion approach and the flow depths (measured as d/D) in the existing sewers during current peak flows with the diversions in place.

As shown in Figure 3, the incoming flow from the eastern 15-inch Harbor sewer would be diverted to the southern Katella sewer at manhole SW087319, the incoming flow from the western 18-inch Harbor sewer would be diverted to the southern Katella sewer at MH SW076431 using the 8-inch cross connection, and the incoming flow from the southern 18-inch Harbor sewer would be diverted to the new parallel sewer. Woodard & Curran will utilize our in-depth knowledge of the City’s existing sewer system and hydraulic model to minimize the bypass pumping requirements and costs on this busy street during construction.

Additional City Survey for Street Widening Project
The City previously furnished topographic survey data of the Project area in Q3-Q4 of 2024 as part of the preliminary design study, which contained right-of-way boundaries, elevation and location data of roadway and surface features along Katella Ave., and relevant subsurface features such as pipe and manhole data (invert elevation, pipe size, flow direction, etc.). This survey data is sufficient for the design development of the sewer improvements elements of the Project. However, additional survey is needed for the new road widening element of the project.

Woodard & Curran will coordinate with the City early in the design for additional field topography survey necessary for the road widening project along the north side of Katella Ave. shown in Figure 4 on the following page. Previous City survey data for Katella Ave. covered between the back of the southern sidewalk and the back of the northern sidewalk only. Behind the northern sidewalk along Katella Ave. is a parkway strip containing landscaping, utility appurtenances, and an additional row of large palm trees.

Figure 3. Approach to Minimize Bypass Pumping for Northern Katella Sewer Using Existing Flow Diversion Structures 21”24”
24”
8”
21”
30”
21”
18” 15”
SW087307
SW087319
SW076424
SW076431
Katella Ave.

Harbor Blvd.

Insert temporary
plug to divert all flow
to S. Katella sewer

0.560.72

0.87 0.65 0.65

0.69 New 21” Parallel Sewer
Constructed and Operation-
N. Katella Sewer
to be Removed
and Replaced
Insert temporary
plugs to divert all
flow to S. Katella
Existing
Sewer
d/D
(PDWF)XXExisting Sewer
to be Replaced
New Parallel
Sewer
Existing Sewer to be
Plugged and Abandoned
1 | Statement of Qualifications
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project
11 Multiple private properties also contain landscaping, structures, and other features adjacent to the sidewalk. Obtaining additional survey for this area behind the northern sidewalk will be critical for the design of an additional westbound traffic lane and for understanding impacts to existing features that will be affected by roadway widening and right-of-way acquisition.

Plan to Deliver Project on Schedule
If we are selected by the City for this project, and since the schedule is of the essence for this project, our team would be happy to work with the City even before contract is executed for the design phase to identify the additional survey needed from the City, so the City can obtain this data as quickly as possible and provide Woodard & Curran upon Notice-to-Proceed (NTP) or shortly after.

Schedule is perhaps the biggest driver for this project. There is a critical milestone for substantial construction completion in January 2028 ahead of the start of the 2028 Olympics. Maintaining and delivering the aggressive design schedule of 10 months is critical to meeting that milestone. Woodard & Curran is the best consultant to deliver this project schedule with the vast direct knowledge and experience our team has with this project.

To accomplish this, Woodard & Curran is bringing on additional resources and expertise to lead and support this important project for the City. This project will be managed by Kraig Erickson, PE, an experienced senior project manager from our Irvine Office with over 20 years of experience delivering complex projects in Orange County. Kraig has directly managed complicated large diameter sewer projects in Orange County with this same team with great success most recently on the OC San Taft Trunk Sewer Rehabilitation and Replacement Project where he worked with our proposed design team and many of our subconsultants.

To meet the aggressive but achievable 10-month design summary presented in Figure 5 on the following page. A detailed preliminary design schedule is presented at the end of the scope of work discussion below. The design team need to hit the ground running with an understanding of the project scope, needs and obstacles that must be resolved in the first month of the design phase. A key obstacle discussed above involves the roadway widening element that must be surveyed and design approach agreed to with the City.

We discussed above our willingness to work with the City ahead of design contract execution to get the City started on the needed survey as quickly as possible. This will enable our team to start the 50% design submittal for the road widening element early in the design.

Figure 4. Proposed Katella Widening Project
1 | Statement of Qualifications
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project
12 To deliver the proposed expedited design schedule, Woodard & Curran suggests to the City for consideration removing RFP Scope Item #15 for the Technical Memorandum (TM). The intent of this TM is to validate the PDR design assumptions, review additional utility investigation work and document the pavement recommendation for Katella Ave. widening. Woodard & Curran stands by the PDR and will provide a standalone utility investigation report that will be integrated into the 50% design submittal. The street-wid- ening element can be addressed through couple of workshops with the City with key decisions documented not requiring a TM and extended review period that will impact the schedule. Our goal is to not have the TM hold-up progressing the final design efforts.

By committing the same technical Project team that completed the PDR in May 2025 with added and committed additional experi- enced resources to the design phase, our team will complete the project on schedule.

Relevant Project Experience
Woodard & Curran has extensive experience with sewer rehabilitation and replacement experience with City of Anaheim, Orange County Sanitation District, Irvine Ranch Water District, and throughout southern California. Over the last several years, our teams have been working with the City on many of these similar projects.

The key benefits we bring to the District having recently completed the PDR for this Resort Area project give us significant insights and head start to get the design phase completed in an expediated schedule. We are very familiar with all the issues and concerns that need to be resolved quickly early in the design phase to ensure the project is a success for all stakeholders. We believe we are the right team for the City to assist the City in implementing this project.

Presented below are detailed descriptions of projects completed within the last five years that will demonstrate our vast experience in sewer replacement and rehabilitation projects in Orange County, along with required client references.

Anaheim Disneyland Resort Area Sewer Improvements Preiminary Design Study| City of Anaheim
The Anaheim Resort Area Sanitary Sewer Study Project proposes capacity and operational improvements to the existing sewer collection system within the Resort Area, which is owned and operated by the City of Anaheim Public Works Department. This collection system consists of approximately nine miles of 8- through 27-inch vitrified clay pipe (VCP) sewers located in the City streets that convey wastewater into two OC San trunk sewers on Euclid Street and one OC San trunk sewer on Ninth Street. A significant amount of the wastewater generated within and upstream of the Resort Area is conveyed through two existing parallel sewers on Katella Ave.. There is concern regarding available capacity in the existing City sewer system to accommodate the increased build-out wastewater flows Phase
2025 2026 2027
2028
Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Q3 Q4 Q1 Q2 Q3 Q4 ❶ Mgmt. & Meetings
❷ Data / Verification
❸ Final Design
❹ Permits & Outreach
❺ Srvs during Cont. Bid Construction
✓
✓ ✓ ✓ ✓
Kick-off Roadway 50% Rev. 90% Rev.

Workshop/Meetings
Submittals
Survey Geotech ReviewPothole Pothole
CEQA AB-52 Consult NOD
Land.

T.C.

Figure 5. Proposed Project Schedule Summary
1 | Statement of Qualifications
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project
13 from the future Resort Area developments, which includes the Disneyland Forward developments, and the planned redevelopments in the properties located east of the Resort Area that were identified in the draft version of the City’s 2024 General Plan Update (GPU).

The goals of the Project are to address the following for the existing sewer collection system within the Project area:

J Identify and address sewer deficiency areas in the collection system within the Project area under the projected peak build-out flow conditions.

J Identify improvements to the existing City sewer system to convey the projected peak build out wastewater flows within the Project area.

J Identify improvements that maximize efficient use of the existing sewer system, add redundancy, and provide flexibility to accommodate flows across different loading locations.

J Reduce future operation and maintenance efforts required for the City sewer system, including siphons, within the Project area.

The PDR evaluated potential improvements that provide additional capacity for the Resort Area sewer system to accommodate increased wastewater discharge from future redevelopments and mitigate increases in future sewer maintenance activities that impact traffic and commercial activity within this area.

Brookhurst and Crescent Sanitary Sewer Improvements Preliminary Design Study | City of Anaheim
Woodard & Curran is evaluating alternative solutions that address issues occurring with a sewer siphon at the intersection of Brookhurst St. and Crescent Ave. When the OCFCD constructed the Carbon Creek Channel box culvert through the intersection of Brookhurst St. and Crescent Ave., the existing sewer was lowered under the box culvert, creating a sewer siphon which impacts upstream flow conditions. Our team will provide an alternative study and PDR with the goal of addressing capacity deficiencies in the area upstream of the siphon and address maintenance issues.

The Woodard & Curran team evaluated six alternatives, which include upsizing and lowering the existing sewer to eliminate the siphon. The goal of this project is to identify and recommend an alternative that will provide reliable service to the community which includes residential and commercial industrial properties. Additional goals will be to provide an easy to maintain facility for O&M staff, while minimizing risk and impacts to the community and stakeholders.

Project Features:

J PDR will address capacity deficiencies
J Evaluation of alternatives, including upsizing and rehabilita- tion of existing sewers siphon
J Hydraulic analysis for sewer flow diversion.

J Utility Potholing

user-helmet-safety Reference: Lori Ishigo, Project Manager, City of Anaheim, 716.765.4113, [email protected]
calendar Year Completed: May 2025
people-group Team Members Involved: Justin Kraetsch, Glenn Hermanson, Mirko Maher, Brian Ling, T2 Utility Engineers Project Features:

J PDR will address capacity deficiencies and maintenance issues
J Evaluation of alternatives, including upsizing and lowering the sewer to eliminate the siphon
J Flow monitoring program

user-helmet-safety Reference: Lori Ishigo, Project Manager, City of Anaheim, 716.765.4113, [email protected]
calendar Year Completed: Ongoing
people-group Team Members Involved: Justin Kraetsch, Glenn Hermanson, Mirko Maher, Brian Ling, T2 Utility Engineers 1 | Statement of Qualifications
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project
14 Magnolia and Broadway Sewer Improvements Project | City of Anaheim The goals of the Magnolia and Broadway Sanitary Sewer Improvements Project were to repair or eliminate the partially obstructed siphon, improve capacity and reliability of the collection system, and reduce maintenance costs. The City owns and operates the existing gravity sewer collection system along Broadway between Magnolia Ave and Gilbert Street, located within West Anaheim. The collection system consists of approximately 4,000 linear feet of 8-inch and 10-inch diameter VCP in public right-of-way that conveys sewage from predominantly residential properties to the OC San 39-inch VCP trunk sewer located within Magnolia Ave. Two 8-inch VCP inverted sewer siphons were constructed on Broadway in 1964 to convey sewage underneath a 93-inch reinforced concrete pipe storm drain. Woodard & Curran provided design services to address the maintenance issue of the siphon by redesigning the sewer to eliminate the need for the siphon, improving capacity, and reducing maintenance issues.

Knollwood Circle Sewer Improvement Project | City of Anaheim Woodard & Curran was selected to provide design services for the installation of approxi- mately 2,000 linear feet of new 12-inch diameter sewer. Woodard & Curran developed and evaluated alignment alternatives and developed a preliminary design for the recommended alignment. The collection system is in public right-of-way and within easements crossing industrial and commercial properties. Woodard & Curran developed and evaluated alignment alternatives based on easement/right-of-way acquisition requirements, constructability, hydraulics, and public/private disruptions. Trenchless construction methods, including pilot-tube guided auger boring, will be utilized for crossing of private properties and busy roadways. The critical components of the design include utility coordination, easement requirements, and trenchless installation. The recommended alignment crosses a 69-inch diameter storm drain, two private properties, and a busy roadway. Woodard & Curran’s goals were to provide a sewer design that improves collection system hydraulics, reduces project and future O&M costs, and minimizes disturbances to private properties and traffic. Project is moving into construction.

Project Features:

J Evaluated sewer improvement alternatives consisting of repairing the partially obstructed siphon or eliminating the siphon with a new gravity sewer main
J Provided preliminary design information for the recom- mended alternative including construction sequencing/
constraints, construction schedule, and engineer’s estimate of probable construction costs
J Provided field investigations, utility research, and permit- ting requirements

user-helmet-safety Reference: Lori Ishigo, Project Manager, City of Anaheim, 716.765.4113, [email protected]
calendar Year Completed: Ongoing
people-group Team Members Involved: Justin Kraetsch, Glenn Hermanson, Mirko Maher, T2 Utility Engineers
Project Features:

J Design of upgrades of 2,000 linear feet of sewer
J Trenchless technologies and installation
J Hydraulic analysis and right-of-way acquisitions

user-helmet-safety Reference: Joshua Vargas, Associate Engineering, City of Anaheim, 714.765.4311, [email protected]
calendar Year Completed: Ongoing
people-group Team Members Involved: , Justin Kraetsch, Glenn Hermanson, Mirko Maher, T2 Utility Engineers
1 | Statement of Qualifications
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project
15 Irvine Ranch Sewer Siphon Improvements Phase I and II | Irvine Ranch Water District
Woodard & Curran was retained to design improvements to eleven critical and high-pri- ority sewer siphons as part of Phase I and Phase II Projects. The sewer siphon barrels ranged in diameter from 8 to 42 inches and ranged in length from 70 to 450 feet. The preliminary design for both phases included hydraulic evaluation and condition assess- ment of the siphons. The design encompassed approximately $13M dollars of improve- ments to facilitate site access, siphon inlet/outlet structure top slab and maintenances access replacement, internal structural repairs, flow controls to passively distribute flow across each of the siphon barrels to improve self-cleaning, siphon barrel cleaning and cured-in-place pipe (CIPP) lining rehabilitation, odor mitigation through chemical dosing and air treatment vents, level monitoring, and addition of grit traps upstream of the siphons. Both phases of the project also required easement and permitting coordination.
2-49 Taft Ave. Trunk Sewer Improvements | Orange County Sanitation District
Woodard & Curran prepared the preliminary and final design of 11,000 feet of 18 - to 21-inch gravity pipeline, including traffic control plans, geotechnical, and project specific CEQA IS/MND. This project was necessary to address capacity issues during a peak wet-weather event along the pipeline. Woodard & Curran evaluated seven alternative alignments including flow-shedding, one of which included a trenchless crossing under Hwy 55 and coordinated with the City of Orange for transfer of pipe ownership for a preferred new alignment. A key design aspect is the flow control approach to utilize the existing sewer to maintain flows as much as possible to limit bypass pumping required and implement gravity flow-through plugs. Woodard & Curran coordinated permit requirements and utility information from multiple agencies. Project features included: alternatives evaluation, hydraulic modeling, congested traffic areas, utility investigations, CEQA, and permit acquisition with Caltrans and City of Orange. Woodard & Curran is currently providing engineering services during construction.

Project Features:

J Eleven critical sewer siphons, aging and blocked with debris J Inlet/outlet structures condition assessment
J Cleaning and closed-circuit television (CCTV) specs
J Hydraulic/capacity evaluation

user-helmet-safety Reference: Phase 1: Alex Murphy, Senior Engineer, IRWD, 949.453.5300, [email protected]; Phase II: Michael
Lu, Engineer, IRWD, 949.453.5658, [email protected]
calendar Year Completed: Phase I: 2022 Phase II: ongoing, currently in construction
people-group Team Members Involved: Justin Kraetsch, Glenn Hermanson, Mirko Maher
Project Features:

J Preliminary and final design of 11,000 feet of gravity pipeline
J Utilize the existing sewer to maintain flow and limit bypass pumping
J Capacity flow analysis
JAlternatives review and safe O&M

user-helmet-safety Reference: Rich Leon, CIP Project Manager, OC San, 714.460.3485, [email protected]
calendar Year Completed: Ongoing
people-group Team Members Involved: Kraig Erickson, Justin Kraetsch, Glenn Hermanson, Mirko Maher, T2 Utility Engineers
1 | Statement of Qualifications
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project
16 Woodard & Curran has an established company-wide quality assurance/quality control (QA/QC) program. Our projects are subject to the QA/QC Program, and Woodard & Curran holds project managers accountable for project quality under the program. At project start, the project manager completes a QA/QC Plan. The Plan identifies technical issues that would require extraordinary quality control reviews, establishes the quality control budget, outlines project deliverables and schedule, and assigns quality control review responsibilities.

QA/QC Program features include the following:

Senior Technical and Approach Review (STAR) Workshops.

Woodard & Curran conducts STAR workshops early in project devel- opment to assure that the team is taking an appropriate approach towards the technical work. Experienced senior engineers comprise the STAR committee to provide input on the technical issues and overall project approach.

Project Audits. Operations managers and the Woodard & Curran QA Committee are responsible for auditing projects to ensure timely and efficient project execution. Audits can result in identifying additional resource needs and resolving project management issues, including extra work, budget shortfalls, and schedule slippage.

Quality Control & City Plan Check Comment Reviews. Project work products undergo senior review prior to client submittal.

The QA/QC Plan identifies qualified, senior-level reviewers for major deliverables and the project manager is responsible for seeing that these reviews are undertaken and appropriate. The project team initiates follow up actions to address QC comments and circles back to the QC Reviewer to discuss comment resolution prior to submitting the documents to the City. Calculations, design criteria, equipment selection, drawings, specifications are subject to review in our process. This process includes review of City comments to ensure that they are appropriately addressed and incorporated into the project plans prior to the next submittal. Comment logs are utilized to record comments and resolutions, or to track items that require additional discussion prior to resubmittal. These comment logs are reviewed alongside the subsequent resubmittal to verify that all comments have been resolved, and comment/response logs can be provided to the city for easy reference.

Management Tools. Woodard & Curran uses several management tools to ensure that high quality deliverables are submitted on time and within budget. One of the key approaches we employ on a project to ensure that both budget and schedule targets are met is earned value analysis, also called Integrated Schedule and Budget Management. We also employ a monthly “look ahead” analysis to assess upcoming work and predict changes to the schedule that might occur as we move forward in completion of the plan.

Quality Assurance/Quality Control Program
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project
17 2 | Scope of Services & Schedule
Scope of Services
Our team will execute the scope of work outlined in the RFP, which highlights our understanding of the Project and forms the basis for the fee estimate submitted separately. Woodard & Curran has reviewed the project scope on pages 10 through 18 of the RFP. This section details the scope of work assumptions tasks to be accomplished and deliverables to be provided.

The tasks are organized to efficiently address the scope and are broken down into five phases. Phase 1 project management will last 10 months of design and Phase 5 construction support services 18 months through bid, award and construction services.

PHASE 1 – PROJECT MANAGEMENT AND QA/QC
Task 1.1 – Project Management, Coordination, and Reporting Woodard & Curran will provide overall management, regular project coordination with the project team and to the City to review project status and unresolved issues. We will keep the City apprised of the status of the project via monthly progress reports submitted with each invoice that will include a narrative of the work completed by task, outstanding project issues, and budget/ schedule status. The project schedule for design assumes a duration of approximately 10 months. A MS Project Schedule will be prepared and updated monthly. Woodard & Curran assumes no responsibility for delays brought by private parties or jurisdictional agencies that fall outside our control and would impact task durations beyond our assumptions as shown herein, and in the attached schedule.

Task 1.2 – Kick-off and Monthly Meetings
Woodard & Curran will prepare for and conduct a kick-off meeting and monthly progress meeting with City staff throughout the 10-month final design duration. The kick-off meeting and monthly progress meetings will be virtual. We will prepare the agenda and minutes for each meeting.

Task 1.3 – Design Phase Workshops
Workshops will be held at the following design phase milestones:

J Design Validation and Street Widening Recommendations Workshop (1 hour) J 50% Design Workshop (1 hour)
J Conceptual Traffic Control Plans
J Preliminary Landscape Plans
J 90% Design Workshop (1 hour)
All workshops will be virtual, and we will prepare the agenda and minutes for each. 2 | Scope of Services & Schedule
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project
18 Task 1.4 – QA/QC Program
Woodard & Curran maintains a robust internal QA/QC program. The QA/QC program is a continuous process that is applied throughout the project that includes scheduled reviews of milestone deliverables by senior, experienced technical staff. Quality reviewers will not be directly involved in the day-to-day aspects of the project, providing a truly independent review.

Phase 1 Deliverables:

J Meeting summaries & workshop PowerPoint presentations (for meetings above) J Baseline Schedule and monthly updates (pdf via email) J Monthly invoices and progress reports (pdf via email) J QA/QC Sign-off sheet (pdf via email)
PHASE 2 – DATA COLLECTION AND VERIFICATIONS
Woodard & Curran will utilize the same design team from the PDR phase in order to expedite the schedule and limit need for data collection and review.

Task 2.1 – Topographic Survey Review/Coordination
The City will be responsible for coordination and securing additional topographic survey of the street widening limits ahead of design validation and street widening recommendation workshop. Woodard & Curran will review, comment if necessary, and utilize in development of the final design phase. It is assumed this survey will be provided within the first month after NTP of this project.

Task 2.2 – Geotechnical Report Review
The City will be responsible for providing a geotechnical report under a separate contract for the Cerritos sewer design for the Resort Area project. This geotechnical report needs to include infiltration test results to inform the stormwater BMP design and documenta- tion within the Water Quality Management Plan. Woodard & Curran will review, comment if necessary, and utilize in development of the 90% design phase for this project.

Task 2.3 – Utility Coordination
Per Item 16 of the RFP scope, Woodard & Curran will provide coordination with all known utilities within the limits of work with plan submittal following the 50% design phase for use in completing the 90% design submittal.

Task 2.4 – Utility Locating and Conflict Investigation
Woodard & Curran has already developed a preliminary pothole plan based on our PDR drawings and for developing a scope of work with our subconsultant, T2 Utility Engineers, that will perform vacuum excavation for up to 53 testholes to expose and positively locate existing utilities at each location identified. The scope of work also includes utility locating along the northern sidewalk and landscaping for the street widening design for a total area approximately 35,000 sq. ft. The utility locating process involves designating conductive utilities with direct connection or passive induction locating equipment, designate non-conductive utilities with rodding cables, sondes, or GPR, and sweeping the area for unknown utilities. Potholing and utility locating will be completed prior to completion of the preliminary 50% design submittal. Digital photographs will be taken of each pothole, and these will not only assist in data management processes and quality reviews, but also allow the City to review exactly what was discovered in the field.

Necessary encroachment permits, USA notification, coordination with utility owners, and the maintenance of traffic will be completed in compliance with local policies and standards.

Task 2.5 – Design Validation & Paving Recommendation
Per Item 15 of the RFP scope, prior to the 50% design submittal, Woodard & Curran will conduct a workshop with the City for the roadway widening, BMP design concept, and remaining alternatives for sewer alignment, including flow control, traffic control and 2 | Scope of Services & Schedule
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project
19 construction sequencing impacts. This will include review of completed potholing. A draft and final technical memorandum will be prepared to document a key aspect of this memorandum will be the recommendations for the street widening.

Phase 2 Deliverables:

J Draft and Final Technical Memorandum
J Utility Investigation and Pothole Report
Phase 2 Assumptions:

J Hydraulic analysis will be limited to inlet sizing calculations and open channel flow calculations for impacted storm drain infrastructure within the widened section of Katella Ave due to the assumed negligible impacts to peak flows.

PHASE 3 – FINAL DESIGN
The final design will include developing the Plans, Specifications, and Cost Estimate (PS&E) for the sewer improvements and street widening on Katella Ave. The sewer improvements will consist of the recommended project identified in the May 2025 Final PDR and assumed to be confirmed as part of Task 2.5/2.6, which consists of up to 5,300 feet of northern Katella sewer removal and replacement and up to 2,600 feet of new parallel sewer on the south side of Katella Ave. The street widening improvements design will consist of adding a fourth lane on the north side (westbound travel lanes) of Katella Ave, for a total length of up to 1,800 feet that begins at Disneyland Dr. intersection and extends east to approx. 800 feet west of Harbor Blvd. intersection per the RFP. The street widening improvements design will also include BMP and storm drain modification design per RFP item 5, pavement rehabilitation per RFP item 6, concrete repairs per RFP item 7, traffic signal modification plans per RFP item 8, street lighting per RFP item 9, striping and signing per RFP item 10, phasing and traffic control per RFP item 11, landscaping and irrigation per RFP item 12, and off-site improvements per RFP item 13.

Final design development assumes a total of 91 design drawings as follows:

J General, Demolition, Staging Area Plans (up to 7 sheets) J Sewer Plan & Profiles at 1”=20’ scale (up to 18 sheets) J Sewer Details and Bypass and Diversion Plans (up to 10 sheets) J Street Widening Plan and Profiles at 1”=20’ scale and Grading Plans at 1”=10’ scale (up to 7 sheets) J Curb Ramps at 1”=5’ scale, Street Widening Details, and Utility Relocation Details (up to 5 sheets) J Landscaping and Irrigation Plans and Details (up to 16 sheets) J Street Lighting Plans and Palm Tree Lighting Plans at 1”=20’ scale and Details (up to 4 sheets) J Traffic Signal Modification Plan and Details for Katella Ave. and Convention Center intersection (up to 1 sheet).

J Signing and Striping Plans at 1”=40’ scale (up to 3 sheets).

J Stormwater Plans and Details at 1”=40’ scale (up to 3 sheets).

J Traffic Control Plans and Phasing for Street Improvements at 1”=40’ scale (up to 4 sheets).

J Traffic Control Plans and Phasing for Sewer Improvements Incl. Bypass Pumping at 1”=40’ scale (up to 16 sheets).

Task 3.1 – 50% Preliminary Design Submittal
Following the design validation workshop, preliminary 50% Design Plans, an Estimate of Probable Construction Cost, and a Construction Schedule will be developed for a workshop with the City. Conceptual traffic control strategies will also be developed for the workshop presentation. It is assumed that a Specification table of contents (TOC) would be included as part of the deliverable.

The scope of work will be in accordance with items 17, 18, 19, 21, 22, and 23 in the RFP scope of work. 2 | Scope of Services & Schedule
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project
20 Task 3.2 – 50% Revised Design Submittal
Following the 50% preliminary design workshop, Woodard & Curran will submit the revised 50% Design submittal for City review in accordance with item 19 in the RFP scope of work. The conceptual (draft) traffic control plans will be developed based on the revised 50% Design Plans and submitted as a standalone deliverable after the revised 50% Design submittal for City review and stakeholder coordination.

Task 3.3 – 90% Design PS&E Submittal
Woodard & Curran will develop and submit 90% Design Plans, Specifications, Cost Estimate, and Construction Schedule in accordance with item 24 of the RFP scope of work. The full Specifications package will be submitted as part of the 90% design. The final traffic control plans will be developed based on the City comments on the conceptual (draft) traffic control plans and submitted as part of the 90% Design.

Task 3.4 – 100% Final Design PS&E Submittal
Woodard & Curran will develop and submit 100% Final Corrected Design Plans, Specifications Package, Cost Estimate, and Construction Schedule in accordance with item 25 of the RFP scope of work. The 100% Design submittal will be considered a bid- ready package.

Phase 3 Deliverables:

J 50% Preliminary Design Plans, Specifications TOC, Cost Estimate, and Construction Schedule J 50% Revised Design Plans, Specifications TOC, Cost Estimate, and Construction Schedule J 90% Design Plans, Specifications Package, Cost Estimate, and Construction Schedule J 100% Final Corrected Design Plans, Specifications Package, Cost Estimate, and Construction Schedule Phase 3 Assumptions:

J The street widening alignment and proposed sewer alignments will be locked after the revised 50% Design submittal.

J A Specifications TOC will be submitted at 50% Design.

J The design Plans for irrigation, street lighting, traffic signal modifications, signing and striping, stormwater BMPs, and traffic control will be excluded from the 50% Design submittal.

J Scope of work includes two (2) virtual client meetings to review the draft and final traffic control plans and strategies.

J The conceptual (draft) traffic control plans will be developed based on the revised 50% Design Plans and submitted as a standalone deliverable for City review and stakeholder coordination.

J The Geotechnical Report will be provided by the City before the start of the 90% Design.

J Scope of work assumes that infiltration will be feasible and that dry wells will be the selected BMP solution.

PHASE 4 – PERMITTING & OUTREACH
Task 4.1 – Water Quality Management Plan
Woodard & Curran shall develop a Water Quality Management Plan (WQMP) in accordance with item 5 of the RFP scope of work, the City’s MS4 Permit requirements, and Orange County water quality guidance.

It is assumed that the project does not present hydrologic conditions of concern (HCOC) since the increased impervious will be minor and the nearest susceptible channel segment is miles downstream. This assumption is consistent with the Orange County Technical Guidance Document for WQMPs.

A draft WQMP will be prepared and submitted to the City for review with the 50% Preliminary Design Submittal. Comments will be addressed, and the Final WQMP will be submitted for approval with the 100% Design Submittal. 2 | Scope of Services & Schedule
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project
21 Task 4.2 – Stakeholder Meetings
Woodard & Curran shall attend up to three stakeholder meetings with City staff and stakeholders, including preparation of meeting agenda, presentations, updated schedules, and submit minutes after each meeting.

Task 4.3 – Permitting Support and Coordination
Woodard & Curran shall provide permitting support and coordination services to obtain the required permits from the City of Anaheim and other public agencies in accordance with item 14 of the RFP scope of work.

Task 4.4 – CEQA
Per Addenda #2, the City of Anaheim assumes that this project will not be categorically exempt and will require preparation of an environmental document to meet CEQA requirements. Woodard & Curran will prepare a Project Description suitable for CEQA based on the PDR and street widening recommendation with input from the City and project team. Prepare an Initial Study (IS) Checklist in compliance with Appendix G of the CEQA Guidelines that identifies the potential environmental impacts of the Project, including supplemental comments which clearly and concisely describe those impacts. The supplemental comments will identify mitigation measures if needed to reduce potential environmental impacts to less than significant levels. The IS Checklist will be organized by CEQA resource category and impacts will be described for each Project component.

Prepare a brief biological resources assessment. Conduct a literature/database review (CNDDB)(BIOS)(CNPS)(USFWS). Based on the results of the literature/ database research and field survey, consider and summarize the potential impacts to biological resources from project implementation.

Prepare a brief cultural resources assessment. Complete a records search (CHRIS), then consider and summarize the potential archeological and tribal resources in the vicinity of the project site. AB52 requires agency-to-agency consultation with interested Native American tribes on all public projects. Is assumed the City will prepare draft consultation letters for all tribes identified by the Native American Heritage Commission.

Prepare a brief noise impact assessment. Complete a noise impact study that documents results of the noise and vibration analysis from the ongoing operations and the proposed project. Evaluate existing noise environment and obtain 6 long-term (approximately 24-hour) noise measurements in the vicinity of nearby sensitive receptors, in order to determine the ambient baseline noise condi- tions at nearby noise-sensitive land uses.

CEQA Finding: Notice of Exemption (NOE) or Negative Declaration (ND) – Given results of the IS Checklist and direction from the City, identify the appropriate level of CEQA documentation.

J If the IS Checklist determines that no significant environmental impacts would result from the Project, Woodard & Curran will prepare Notice of Exemption (NOE) as CEQA Categorical Exemption with using the Initial Study (including biological and cultural surveys) to support that decision.

J Provide draft NOE to the City; this proposal assumes that the City will post the NOE with the County Clerk and State Clearinghouse.

If the IS Checklist identifies there are potentially significant environmental impacts, Woodard & Curran will prepare a ND or Mitigated Negative Declaration (MND) finding. Prepare a complete ND/MND package to release for public review, including the Initial Study and a mitigation monitoring and reporting plan (MMRP) if necessary. Provide draft Notice of Intent (NOI) for adoption of the ND/MND to City; this proposal assumes that the City will mail, post, or circulate the NOI. Following the 30-day public review period, review all comments received and recommend proposed changes to the IS Checklist and MMRP if necessary to respond to comments.

Provide draft Notice of Determination (NOD) for adoption of the ND/MND to the City Council; this proposal assumes that the City will post the NOD with the County Clerk and State Clearinghouse. 2 | Scope of Services & Schedule
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project
22 Phase 4 Deliverables:

J Water Quality Management Plan – Draft and Final
J Initial Study – Draft and Final
J CEQA Finding – NOE or ND/MND
J NOI for ND/MND, if necessary; NOD for ND/MND, if necessary J City Council presentation on CEQA Finding
J NOI package – Draft and Final
PHASE 5 – CONSTRUCTION SUPPORT SERVICES
Task 5.1 – Bid Period Support
Woodard & Curran will provide bid phase support services in accordance with item 27 of the RFP scope of work. The level of effort budgeted to complete this task is limited to hours budgets in the proposed fee to support a prebid meeting and addenda. Additional hours may be required depending on the actual quantity and complexity of the support required.

Task 5.2 – Engineering Services During Construction
Woodard & Curran shall provide engineering services during construction in accordance with item 28 of the RFP scope of work. This scope of work assumes preparing reviews and responses for up to 20 contractor submittals, 10 RFIs, and 5 design modifications, as well as submission of record drawings. The level of effort budgeted to complete this task is limited to hours budgets in the proposed fee. Additional hours may be required depending on the actual quantity and complexity of the support required. Submission of record drawings will be provided upon receipt of contractor red-line as-built drawings.

Key Assumptions:

J Geotechnical engineering & soil borings are excluded from this scope J Field and topographic survey is excluded from this scope J Right of way support is excluded from this scope
J AB-52 tribal consult shall be completed by the City as lead agency; excluded from this scope J Attendance at construction progress meetings is excluded from this scope PHASE 6 – OPTIONAL SERVICES
Task 6.1 – Additional Utility Potholes (30)
Woodard & Curran’s subconsultant, T2 Utility Engineers, will provide an additional 30 potholes (approx. 5 days) for utility locating in accordance with item 33 of the RFP scope of work.

Task 6.2 – Public Outreach Meetings
Woodard & Curran shall provide public outreach support services to the City in accordance with item 26 of the RFP scope of work. This assumes attendance of three meetings with a not to exceed budget of 40 hours.

DETAILED PRELIMINARY SCHEDULE
Based on the City’s 10-month desired design schedule, our team prepared a detailed preliminary schedule provided on the next page to achieve this goal for discussion and review with the City upon selection. 2 | Scope of Services & Schedule
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project 23 ID Task Name Duration Start Finish
1 Proposals Due (6/26/2025) 0 days 6/26/2025 6/26/2025
2 City Council Award (8/26/2026) 0 mons 8/26/2025 8/26/2025 3 NTP for Final Design 0 days 8/26/2025 8/26/2025
4 Design Contract Duration (10 months) 10 emons 8/26/2025 6/22/2026 5 Phase 1: Project Management and QA/QC 10.7 mons 8/26/2025 6/22/2026 6 Team Coordination and Reporting 10 emons 8/26/2025 6/22/2026 7 Monthly Progress Meetings 9.05 mons 9/24/2025 6/4/2026 17 Workshops 8.1 mons 9/8/2025 4/22/2026
18 Kickoff Meeting 0 days 9/8/2025 9/8/2025
19 Road Widening Recommendation 0 days 10/20/2025 10/20/2025 20 50% Design Workshop 0 days 12/30/2025 12/30/2025
21 Preliminary Landscape Plans Submittal 0 days 1/28/2026 1/28/2026 22 Conceptual Traffic Conrol Plans Submittal 0 days 3/11/2026 3/11/2026 23 90% Design Workshop 0 days 4/22/2026 4/22/2026
24 Deliverables QA/QC 8.75 mons 10/7/2025 6/8/2026
25 Design Validation Memo (if needed) 5 days 10/7/2025 10/13/2025 26 50% Preliminary Submittal 10 days 12/3/2025 12/16/2025 27 50% Design Submittal 5 days 1/21/2026 1/27/2026
28 90% Design Submittal 10 days 3/26/2026 4/8/2026
29 100% Design Submittal 10 days 5/26/2026 6/8/2026
30 Phase 2: Data Collection & Verification 8.6 mons 8/26/2025 4/22/2026 31 Utility Locating & Conflict Investigation (potholing) 6.55 mons 9/23/2025 3/24/2026 32 Round 1: potholes per PDR dwgs 4 wks 9/23/2025 10/20/2025 33 Round 2: 30 potholes (optional) 2 wks 3/11/2026 3/24/2026 34 Survey for Roadway Expansion by other (NIC) 2 wks 8/26/2025 9/8/2025 35 Draft Geotechnical Report by Others (NIC) 3 mons 1/1/2026 3/25/2026 36 Geotechnical Report Review (after 50%) 4 wks 3/26/2026 4/22/2026 37 Design Validation & Roadway Rec. Memo (if needed) 6 wks 9/9/2025 10/20/2025 38 City Review Period 15 edays 10/20/2025 11/4/2025
39 Utility coordination 4 wks 2/11/2026 3/10/2026
40 Phase 3: Final Design 8.2 mons 11/5/2025 6/22/2026
41 Design Development 2 mons 11/5/2025 12/30/2025
42 50% Design Preliminary Submittal 0 days 12/30/2025 12/30/2025 43 Design Revisions from Workshop 1.5 mons 12/31/2025 2/10/2026 44 50% Design Submittal 0 days 2/10/2026 2/10/2026
45 City Review Period 15 edays 2/10/2026 2/25/2026
46 Design Development 2 mons 2/26/2026 4/22/2026
47 90% Design Submittal 0 days 4/22/2026 4/22/2026
48 City Review Period 15 edays 4/22/2026 5/7/2026
49 Design Development 1.6 mons 5/8/2026 6/22/2026
50 100% Final Corrected Design Submittal 0 days 6/22/2026 6/22/2026 51 Phase 4: Permitting & Outreach Support 10.5 mons 9/22/2025 7/13/2026 52 Water Quality Management Plan (WQMP) 3 mons 2/26/2026 5/20/2026 53 Resort Area Outreach (Businesses, Private Owners) 8 mons 9/23/2025 5/4/2026 54 Stakeholder Meetings (3) 7.6 mons 9/22/2025 4/22/2026 55 Outreach Mtg #1 0 days 9/22/2025 9/22/2025
56 Outreach Mtg #2 (review preliminary landscape plans) 0 days 2/10/2026 2/10/2026 57 Outreach Mtg #3 0 days 4/22/2026 4/22/2026
58 Other Stakeholders 3.5 mons 2/26/2026 6/3/2026
65 Environmental Documentation 9.5 mons 10/21/2025 7/13/2026 66 Draft Project Description 2 wks 10/21/2025 11/3/2025 67 City Review Period 10 edays 11/3/2025 11/13/2025
68 AB-52 Consultation (by Lead Agency) (NIC) 2 emons 12/17/2025 2/15/2026 69 Paleontological Resources Assessment 6 wks 11/14/2025 12/25/2025 70 Biological Resources Technical Assessment 6 wks 12/17/2025 1/27/2026 71 Cultural Resources Technical Assessment 8 wks 12/17/2025 2/10/2026 72 Noise Technical Report 6 wks 12/17/2025 1/27/2026
73 City Review Period 10 edays 2/10/2026 2/20/2026
74 Admin Draft IS/MND 4 wks 2/23/2026 3/20/2026
75 City Review Period 10 edays 3/20/2026 3/30/2026
76 Screencheck Draft IS/MND 2 wks 3/31/2026 4/13/2026
77 City Review Period 10 edays 4/13/2026 4/23/2026
78 Public Draft IS/MND 2 wks 4/24/2026 5/7/2026
79 Stakeholder List to City 2 wks 4/24/2026 5/7/2026
80 Public Posting (30 day review period) 30 edays 5/7/2026 6/6/2026 81 MMRP, Final IS/MND, response to Public Comments 2 wks 6/8/2026 6/19/2026 82 City Review Period 10 edays 6/19/2026 6/29/2026
83 City Council Meeting to adopt CEQA 0 days 6/30/2026 6/30/2026 84 Finalize NOD and File with OC Clerk Recorder 2 wks 6/30/2026 7/13/2026 85 Phase 5: Construction Phase Services
86 Bid Phase Support 3 mons 6/23/2026 9/14/2026
87 Engineering Services During Construction 14.5 mons 9/15/2026 10/25/2027 88 Construction Phase 17.5 mons 6/22/2026 10/25/2027
89 Final Bid Docs 0 days 6/22/2026 6/22/2026
90 Bid Phase 30 days 6/23/2026 8/3/2026
91 Approval & Award 30 days 8/4/2026 9/14/2026
92 Construction NTP 20 days 9/15/2026 10/12/2026
93 Submittals 40 days 10/13/2026 12/7/2026
94 Mobilization 10 days 12/8/2026 12/21/2026
95 Construct New Parallel Sewer on Katella Ave 60 days 12/22/2026 3/15/2027 96 Construct North Katella Sewer Improvements 140 days 3/16/2027 9/27/2027 97 Construct Westbound Katella Ave Roadway Expansion 60 days 12/22/2026 3/15/2027 98 Contingency 20 days 9/28/2027 10/25/2027
99 Substantial Completion Milestone 1 emon 1/1/2028 1/31/2028 Proposals Due (6/26/2025)
8/26 City Council Award (8/26/2026)
8/26 NTP for Final Design
9/8 Kickoff Meeting
10/20 Road Widening Recommendation
12/30 50% Design Workshop
1/28 Preliminary Landscape Plans Submittal
3/11 Conceptual Traffic Conrol Plans Submittal
4/22 90% Design Workshop
12/30 50% Design Preliminary Submittal
2/10 50% Design Submittal
4/22 90% Design Submittal
6/22 100% Final Corrected Design Submittal
9/22 Outreach Mtg #1
2/10 Outreach Mtg #2 (review preliminary landscape plans) 4/22 Outreach Mtg #3
6/30 City Council Meeting to adopt CEQA
6/22 Final Bid Docs
Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Qtr 4, 2025 Qtr 1, 2026 Qtr 2, 2026 Qtr 3, 2026 Qtr 4, 2026 Qtr 1, 2027 Qtr 2, 2027 Qtr 3, 2027 Qtr 4, 2027 Qtr 1, 2028

RESORT AREA SANITARY SEWER

AND ROADWAY WIDENING IMPROVEMENT PROJECT

Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project 3 | Level of Effort Breakdown
Anaheim Public Works Department | Resort Area Sanitary Sewer And Roadway Widening Improvement Project 24 3 | Level of Effort Breakdown
7/21/2025
City of Anaheim
Resort Area Sanitary Sewer and Roadway Widening Improvement Project Revised 7/22/2025 Level of Effort Breakdown
Phases Total
Ray
Fakhoury
Kraig
Erickson
Justin
Kraetsch
Brian
Ling
Mirko
Maher
Kevin
Kopp
Shawn
Kenney
Haley
Johnson
Donna
Rammell E1 Stephen
Jung
Glenn
Hermanson Admin T2 Pamela
Burton Co. TCE Kimley-Horn
PIC Project
Manager
Lead
Engineer
Engineer
Support
Tech.

Advisor
Roadway
Widening WQMP Env. Doc.

Lead
Electrical
Lead
Eng.

Support CAD QA/QC Project
Assistant
Utility
Invest.

Landscape
Architect
Traffic
Control
Traffic
Eng.

Phase 1: Project Management

1.1 Team Coordination and Reporting 60 60 10 10 10 24 174 174

1.2 Kickoff and Monthly Meetings 8 24 36 36 24 128 128

1.3 Design Phase Workshops (x3) 24 24 24 12 12 96 96

1.4 Quality Assurance/Quality Control 16 8 24 12 24 80 164 164 Subtotal Phase 1: 24 116 144 82 70 22 0 0 0 0 0 80 24 562 0 0 0 0 562 Phase 2: Data Collection and Verification

2.1 Topographic Survey Review/Coordination 2 4 8 4 16 34 34

2.2 Geotechnical Report Review 4 4 8 4 20 20

2.3 Utility Coordination (Utility Notification Letters) 8 16 4 28 28

2.4 Utility Locating and Conflict Investigation (40 potholes) 2 8 24 8 42 192 234

2.5 Road Widening Conceptual Plans 4 16 20 4 30 60 134 134 Subtotal Phase 2: 0 12 40 76 24 30 0 0 0 0 76 0 0 258 192 0 0 0 450 Phase 3: Final Design

3.1 50% Preliminary Design Submittal (PS&E) 32 60 140 24 48 10 40 300 654 24 62 740

3.2 50% Revised Design Submittal (PS&E) 10 16 16 8 16 4 8 40 118 48 400 62 628

3.3 90% Design Submittal (PS&E) 24 60 120 36 64 4 40 300 648 90 718 62 1518

3.4 100% Final Corrected Design Submittal (PS&E) 16 16 32 8 20 2 8 80 182 90 62 334 Subtotal Phase 3: 0 82 152 308 76 148 0 0 20 96 720 0 0 1602 0 252 1118 248 3220 Phase 4: Permitting & Outreach

4.2 Stakeholder Meetings (x3) 16 10 10 10 46 46

4.3 Permitting Support and Coordination 8 16 32 16 8 8 88 88 Subtotal Phase 4: 0 24 26 42 26 0 8 8 0 0 0 0 0 134 0 0 0 0 134 Phase 5: Construction Phase Services

5.1 Advertising and Bid Assistance 4 8 16 8 4 8 48 48

5.2 Engineering Services during Construction 0 0
Submittals (15) 8 15 30 8 10 2 73 24 97
RFIs (8) 4 8 16 8 8 2 46 24 70
Change Orders (3) 6 12 24 12 8 20 82 82
Coordination and Reporting 8 4 4 4 20 20
Record Drawings 8 20 24 8 80 140 140
Subtotal Phase 5: 0 38 67 110 48 34 4 0 0 0 108 0 0 409 0 48 0 0 457 TOTAL without Optional Additional Tasks 24 272 429 618 244 234 12 8 20 96 904 80 24 2965 192 300 1118 248 4823 Phase 6: Optional Additional Services

6.1 Additional Utility Potholes (30) 8 16 4 28 87 115

6.2 Resort Area Outreach - Allowance 12 24 24 12 72 72

6.3 Water Quality Management Plan (WQMP) 4 4 4 4 80 40 8 144 144 Subtotal Phase 6: 0 16 36 44 20 0 80 0 0 40 8 0 0 244 87 0 0 0 331 Optional Additional Tasks TOTAL 0 16 36 44 20 0 80 0 0 40 8 0 0 244 87 0 0 0 331 TOTAL with Optional Additional Tasks 24 288 465 662 264 234 92 8 20 136 912 80 24 3209 279 300 1118 248 5154 Total
Hours

WOODARD & CURRAN LABOR SUB-CONSULTANTS
Total
Hours
Appendix A: Forms

June 18, 2025
Woodard & Curran, Inc.

Ray Fakhoury

June 19, 2025
Woodard & Curran, Inc.

Ray Fakhoury

Conflict of Interest Form for Consultants
(Consultant to complete, sign and submit with the RFP Submittals) The Political Reform Act (Government Code Sections 81000-91014) and Government Code Section 1090 prohibit any Anaheim public official, officer, or employee from involvement in a governmental decision or contract in which he or she has a financial interest. It is the responsibility of the consultant, consultant's employees, and subconsultants who perform work under the consultant agreement to evaluate any potential conflict of interests and fo llow the provisions of the conflict of interest requirements as set forth in Section 22 of the co nsultant agreement. Be advised that a prohibited conflict of interest may void any award where it exists.

I, the undersigned, hereby certify that I have re viewed and understand the above paragraph, and in furtherance of the foregoing, I have evalua ted and caused my company's employees and subconsultants to evaluate any potential conflict of interests. Based on this evaluation, I hereby further certify that no such conflict of interests exists.

SIGNATURE OF AUTHORIZED SIGNATORY
Date:

Print Name:

Title:

Consultant Name:

EXHIBIT " E"

EXHIBIT E

CONFLICT OF INTEREST
6/26/2025
Ray Fakhoury
Vice President
Woodard & Curran, Inc.

SEE ATTACHED

DESIGNATION OF SUB-CONTRACTORS FORM

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EXHIBIT F
DESIGNATION OF SU%-CONTRACTORS
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3DJH
Woodard & Curran, Inc.

Environmental CEQA Services
320 N. Halstead Street, Suite 120, Pasadena, CA 91107
626.489.3674
[email protected]

N/A N/A
1000017804 6/30/2025
SWCA Environmental
Consultants
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(;+,%,7F
3DJH
Traffic Control
Engineering Inc.

Kimley-Horn
T2 Utility Engineers
Pamela Burton &
Company
Potholing
5622 Research Drive, Suite A, Hunting Beach, CA 92469
714.487.5789
[email protected]
1062038 1/31/2026
1000549974 6/30/2026
2687 Saturn St., Brea, CA 92821
714.447.6077
[email protected]
TR1429 12/31/2026
7UDIILFSignalStriping Design
Landscaping and Irrigation Design
Traffic Control Plans
Vista
Environmental
[email protected]
3108286373
[email protected]
`
Noise Impact Analysis
1021 Didrickson Way, Laguna Beach, CA 92651
949.836.1992
[email protected]
1000028346 6/30/2025
1/31/2026814036
LA5727 9/30/2026
1000060159 6/30/2026
1100 Town and Country Road, Suite 700, Orange, CA 92868 1430 Olympic Blvd., Santa Monica, CA 90404

N/A N/A

N/A N/A
657.217.4391
N/A/i255 N/A/i255

NON-COLLUSION DECLARATION-CONTRACTOR
To be Executed by Bidder and Submitted with Bid
City of Anaheim Bid for Central Anaheim Sewer Master Plan The undersigned declares:

I am the _______________________________ [title] of
_____________________________________ [company name], the party making the foregoing bid.

The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham.

The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on ________________________ [date], at _________________________________________ [city], ________________________ [state].

Signature
Print Name
Vice President
Woodard & Curran, Inc.
6/26/2025
San Diego California
Ray Fakhoury

EXHIBIT I
EXHIBIT "I"

State of California

PUBLIC CONTRACT CODE
Section 7106
7106. Every bid on every public works contract of a public entity shall include a declaration under penalty of perjury under the laws of the State of California, in the following form:
“NONCOLLUSION DECLARATION TO BE EXECUTED BY

BIDDER AND SUBMITTED WITH BID
The undersigned declares:

I am the ____ of ____, the party making the foregoing bid.

The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose.

Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration is executed on ___[date], at ___[city], ___[state].”

(Amended by Stats. 2011, Ch. 432, Sec. 37. (SB 944) Effective January 1, 2012.) VP W&C
6/26/2025
San Diego CA
EXHIBIT "I"

STATE OF CALIFORNIA

AUTHENTICATED

ELECTRONIC LEGAL MATERIAL

Woodard & Curran, Inc. Proposal & Project
Contract Signing Authority Form

Instructions: Project Managers should complete this form for each project/phase. Include a copy of this form and a fully executed copy of the contract within the project folder. Please be sure the contract is also linked in Deltek.

Project Manager: Ray Fakhoury Signature: Date: 06/20/2025 Proposal or Contract No. P 012743 . 01
Contract on file: Standard Form MSA other (specify): City Agreement form

Amount: $1.6M
Dated: 06/20/2025

Client, Project Name, Site Location: City of Anaheim, CA – Katella Avenue, Anaheim Technical Approach Pricing Reviewed
reviewed by: Katie Evans by: Katie Evans

Terms and Conditions other than Woodard & Curran, Inc. standard reviewed by Legal:

Design Build, CM@Risk, EPC contracts
must be reviewed by Legal:

Abigail Varga
Counsel Name

** pending negotiation of contract and BUL approval
Counsel Signature

N/A

Counsel Name
Bonding/W&C Letter of Credit/Builder’s Risk or other Special N/A Insurance must be reviewed by Legal: Signature (Jon Gridley) Risk Management Worksheet completed and attached. Risk Type: I II

Delegation of Signing Authority
In order for an Officer to sign a proposal or contract exceeding their contract signing authority limit as described below, written authorization is required. This delegation of signing authority extends only to the contract or proposal in question and is not a blanket authorization.

Ray Fakhoury

Andy Neal 6/25/2025

Signing Limits (per the Certification of Corporate Authority) The following Officers are authorized to sign proposals/contracts up to the following limits on a per contract/project basis:
• Senior Principals $ 250,000 or as delegated
• Vice Presidents $ 250,000 or as delegated
• Senior Vice Presidents $ 500,000 or $ 1,000,000 or as delegated • Executive Vice Presidents $ 5,000,000 or as delegated • Chief Executive Officer up to the amount of: $15,000,000 • Board of Directors must authorize contracts over: $15,000,000 In addition to the above, Board of Directors approval is required under the following conditions:
• Total Project Value: Any AD/DB project where Woodard & Curran’s contract value exceeds $15M. • Single Project Risk Exposure: Any unique AD/DB project that creates a risk exposure greater than $5M and/or merits BOD direct involvement and approval as determined by the RRB.
• Cumulative Contingent Risk Exposure: Any AD/DB project that that pushes the cumulative risk as determined through the Monte Carlo analysis above the established Contingent Risk Threshold [currently established at $5M].

September 2024
Is hereby delegated the authority to sign this Proposal/Contract.

Signature of person delegating signing authority for this Proposal/Contract

530 Technology Drive, Suite 100 map-marker-alt
Irvine, California 92618 .
949.420.5300 phone
woodardcurran.com desktop
City of Anaheim
Resort Area Sanitary Sewer and Roadway Widening Improvement Project Revised 7/22/2025 Phases Total
Ray
Fakhoury
Kraig
Erickson
Justin
Kraetsch
Brian
Ling
Mirko
Maher
Kevin
Kopp
Shawn
Kenney
Haley
Johnson
Donna
Rammell E1 Stephen
Jung
Glenn
Hermanson Admin T2 Pamela
Burton Co. TCE Kimley-Horn
PIC Project
Manager
Lead
Engineer
Engineer
Support
Tech.

Advisor
Roadway
Widening WQMP Env. Doc.

Lead
Electrical
Lead
Eng.

Support CAD QA/QC Project
Assistant
Utility
Invest.

Landscape
Architect
Traffic
Control
Traffic
Eng.
$320 $320 $284 $216 $320 $284 $284 $284 $320 $189 $239 $320 $126 Phase 1: Project Management

1.1 Team Coordination and Reporting 60 60 10 10 10 24 174 $47,464 $0 $0 $0 $47,464

1.2 Kickoff and Monthly Meetings 8 24 36 36 24 128 $35,920 $0 $0 $0 $35,920

1.3 Design Phase Workshops (x3) 24 24 24 12 12 96 $26,928 $0 $0 $0 $26,928

1.4 Quality Assurance/Quality Control 16 8 24 12 24 80 164 $50,368 $0 $0 $0 $50,368 Subtotal Phase 1: 24 116 144 82 70 22 0 0 0 0 0 80 24 562 $160,680 $0 $0 $0 $0 $0 $0 $0 $0 $160,680 Phase 2: Data Collection and Verification

2.1 Topographic Survey Review/Coordination 2 4 8 4 16 34 $8,608 $0 $0 $0 $8,608

2.2 Geotechnical Report Review 4 4 8 4 20 $5,424 $0 $0 $0 $5,424

2.3 Utility Coordination (Utility Notification Letters) 8 16 4 28 $7,008 $0 $0 $0 $7,008

2.4 Utility Locating and Conflict Investigation (40 potholes) 2 8 24 8 42 $10,656 $121,260 $121,260 $133,386 $500 $550 $144,592

2.5 Road Widening Conceptual Plans 4 16 20 4 30 60 134 $34,284 $0 $0 $0 $34,284 Subtotal Phase 2: 0 12 40 76 24 30 0 0 0 0 76 0 0 258 $65,980 $121,260 $0 $0 $0 $121,260 $133,386 $500 $550 $199,916 Phase 3: Final Design

3.1 50% Preliminary Design Submittal (PS&E) 32 60 140 24 48 10 40 300 654 $161,292 $5,000 $12,550 $17,550 $19,305 $250 $275 $180,872

3.2 50% Revised Design Submittal (PS&E) 10 16 16 8 16 4 8 40 118 $30,656 $10,000 $50,000 $12,550 $72,550 $79,805 $0 $110,461

3.3 90% Design Submittal (PS&E) 24 60 120 36 64 4 40 300 648 $160,876 $15,000 $100,000 $12,550 $127,550 $140,305 $250 $275 $301,456

3.4 100% Final Corrected Design Submittal (PS&E) 16 16 32 8 20 2 8 80 182 $46,088 $16,000 $12,550 $28,550 $31,405 $500 $550 $78,043 Subtotal Phase 3: 0 82 152 308 76 148 0 0 20 96 720 0 0 1602 $398,912 $0 $46,000 $150,000 $50,200 $246,200 $270,820 $1,000 $1,100 $670,832 Phase 4: Permitting & Outreach

4.2 Stakeholder Meetings (x3) 16 10 10 10 46 $13,320 $0 $0 $500 $550 $13,870

4.3 Permitting Support and Coordination 8 16 32 16 8 8 88 $23,680 $0 $0 $0 $23,680 Subtotal Phase 4: 0 24 26 42 26 0 8 8 0 0 0 0 0 134 $37,000 $0 $0 $0 $0 $0 $0 $500 $550 $37,550 Phase 5: Construction Phase Services

5.1 Advertising and Bid Assistance 4 8 16 8 4 8 48 $12,616 $0 $0 $0 $12,616

5.2 Engineering Services during Construction 0 $0 $0 $0 $0 $0 Submittals (15) 8 15 30 8 10 2 73 $19,268 $5,000 $5,000 $5,500 $500 $550 $25,318 RFIs (8) 4 8 16 8 8 2 46 $12,408 $5,000 $5,000 $5,500 $0 $17,908 Change Orders (3) 6 12 24 12 8 20 82 $21,404 $0 $0 $0 $21,404 Coordination and Reporting 8 4 4 4 20 $6,112 $0 $0 $0 $6,112 Record Drawings 8 20 24 8 80 140 $35,104 $0 $0 $0 $35,104 Subtotal Phase 5: 0 38 67 110 48 34 4 0 0 0 108 0 0 409 $106,912 $0 $10,000 $0 $0 $10,000 $11,000 $500 $550 $118,462 TOTAL without Optional Additional Tasks 24 272 429 618 244 234 12 8 20 96 904 80 24 2965 $769,484 $121,260 $56,000 $150,000 $50,200 $377,460 $415,206 $2,500 $2,750 $1,187,440 Phase 6: Optional Additional Services

6.1 Additional Utility Potholes (30) 8 16 4 28 $7,008 $70,870 $70,870 $77,957 $0 $84,965

6.2 Resort Area Outreach - Allowance 12 24 24 12 72 $19,680 $0 $0 $0 $19,680

6.3 Water Quality Management Plan (WQMP) 4 4 4 4 80 40 8 144 $36,752 $0 $0 $0 $36,752 Subtotal Phase 6: 0 16 36 44 20 0 80 0 0 40 8 0 0 244 $63,440 $70,870 $0 $0 $0 $70,870 $77,957 $0 $0 $141,397 Optional Additional Tasks TOTAL 0 16 36 44 20 0 80 0 0 40 8 0 0 244 $63,440 $70,870 $0 $0 $0 $70,870 $77,957 $0 $0 $141,397 TOTAL with Optional Additional Tasks 24 288 465 662 264 234 92 8 20 136 912 80 24 3209 $832,924 $192,130 $56,000 $150,000 $50,200 $448,330 $493,163 $2,500 $2,750 $1,328,837 Labor Outside Services ODCs
ODCs Total
ODCs (3)
Total
Fee
Total
Hours
Total Labor
Costs (1) Subtotal
Sub
Consultant
Total Cost
(2)
7/23/2025
City of Anaheim
Resort Area Sanitary Sewer and Roadway Widening Improvement Project July 18, 2025 Phases Total
Ray
Fakhoury
Kraig
Erickson
Justin
Kraetsch
Brian
Ling
Mirko
Maher
Kevin
Kopp
Shawn
Kenney
Haley
Johnson
Donna
Rammell E1 Stephen
Jung
Glenn
Hermanson Admin T2 Pamela
Burton Co. TCE Kimley-
Horn
PIC Project
Manager
Lead
Engineer
Engineer
Support
Tech.

Advisor
Roadway
Widening WQMP Env. Doc.

Lead
Electrical
Lead
Eng.

Support CAD QA/QC Project
Assistant
Utility
Invest.

Landscape
Architect
Traffic
Control Traffic Eng.
$320 $320 $284 $216 $320 $284 $284 $284 $320 $189 $239 $320 $126 Sewer Improvements
Phase 1: Project Management 67%

1.1 Team Coordination and Reporting 40 40 7 7 0 0 0 0 16 109 $29,749 $0 $0 $0 $29,749

1.2 Kickoff and Monthly Meetings 5 16 24 24 16 0 0 0 0 0 85 $23,840 $0 $0 $0 $23,840

1.3 Design Phase Workshops (x3) 16 16 16 8 0 0 0 0 0 56 $15,680 $0 $0 $0 $15,680

1.4 Quality Assurance/Quality Control 11 5 16 8 16 0 0 0 53 0 110 $33,685 $0 $0 $0 $33,685 Subtotal Phase 1: 16 77 96 55 47 0 0 0 0 0 0 53 16 360 $102,955 $0 $0 $0 $0 $0 $0 $0 $0 $102,955 Phase 2: Data Collection and Verification edited

2.1 Topographic Survey Review/Coordination 0 $0 $0 $0 $0 $0

2.2 Geotechnical Report Review 4 4 8 4 20 $5,424 $0 $0 $0 $5,424

2.3 Utility Coordination (Utility Notification Letters) 8 16 4 28 $7,008 $0 $0 $0 $7,008

2.4 Utility Locating and Conflict Investigation (40 potholes) 2 8 24 8 42 $10,656 $84,555 $84,555 $93,010 $500 $550 $104,216

2.5 Road Widening Conceptual Plans 0 $0 $0 $0 $0 $0
Subtotal Phase 2: 0 6 20 48 16 0 0 0 0 0 0 0 0 90 $23,088 $84,555 $0 $0 $0 $84,555 $93,010 $500 $550 $116,648 Phase 3: Final Design 74%

3.1 50% Preliminary Design Submittal (PS&E) 24 44 104 18 30 222 442 $107,100 $0 $0 $250 $275 $107,375

3.2 50% Revised Design Submittal (PS&E) 7 12 12 6 6 30 73 $18,410 $50,000 $50,000 $55,000 $0 $73,410

3.3 90% Design Submittal (PS&E) 18 44 89 27 30 222 430 $104,846 $100,000 $100,000 $110,000 $250 $275 $215,121

3.4 100% Final Corrected Design Submittal (PS&E) 12 12 24 6 6 59 119 $29,483 $0 $0 $500 $550 $30,033 Subtotal Phase 3: 0 61 113 228 56 0 0 0 0 71 534 0 0 1063 $259,839 $0 $0 $150,000 $0 $150,000 $165,000 $1,000 $1,100 $425,939 Phase 4: Permitting & Outreach 67%

4.2 Stakeholder Meetings (x3) 11 7 7 7 0 0 0 0 0 0 0 0 31 $8,880 $0 $0 $500 $550 $9,430

4.3 Permitting Support and Coordination 5 11 21 11 0 5 5 0 0 0 0 0 59 $15,787 $0 $0 $0 $15,787 Subtotal Phase 4: 0 16 17 28 17 0 5 5 0 0 0 0 0 89 $24,667 $0 $0 $0 $0 $0 $0 $500 $550 $25,217 Phase 5: Construction Phase Services 67%

5.1 Advertising and Bid Assistance 3 5 11 5 3 0 0 0 0 5 0 0 32 $8,411 $0 $0 $0 $8,411

5.2 Engineering Services during Construction 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 $0 $0 $0 $0 Submittals (15) 5 10 20 5 7 1 0 0 0 0 0 0 49 $12,845 $0 $0 $500 $550 $13,395 RFIs (8) 3 5 11 5 5 1 0 0 0 0 0 0 31 $8,272 $0 $0 $0 $8,272 Change Orders (3) 4 8 16 8 5 0 0 0 0 13 0 0 55 $14,269 $0 $0 $0 $14,269 Coordination and Reporting 5 3 0 3 3 0 0 0 0 0 0 0 13 $4,075 $0 $0 $0 $4,075 Record Drawings 5 13 16 5 0 0 0 0 0 53 0 0 93 $23,403 $0 $0 $0 $23,403 Subtotal Phase 5: 0 25 45 73 32 23 3 0 0 0 72 0 0 273 $71,275 $0 $0 $0 $0 $0 $0 $500 $550 $71,825 TOTAL without Optional Additional Tasks 18 185 291 432 168 23 8 5 0 71 606 53 16 1875 $481,823 $84,555 $0 $150,000 $0 $234,555 $258,010 $2,500 $2,750 $742,583 Phase 6: Optional Additional Services edited

6.1 Additional Utility Potholes (30) 8 16 4 28 $7,008 $70,870 $70,870 $77,957 $0 $84,965

6.2 Resort Area Outreach - Allowance 6 12 12 6 36 $9,840 $0 $0 $0 $9,840

6.3 Water Quality Management Plan (WQMP) 2 2 2 2 0 40 0 0 20 4 72 $18,376 $0 $0 $0 $18,376 Subtotal Phase 6: 0 8 22 30 12 0 40 0 0 20 4 0 0 136 $35,224 $70,870 $0 $0 $0 $70,870 $77,957 $0 $0 $113,181 Optional Additional Tasks TOTAL 0 8 22 30 12 0 40 0 0 20 4 0 0 136 $35,224 $70,870 $0 $0 $0 $70,870 $77,957 $0 $0 $113,181 TOTAL with Optional Additional Tasks 18 193 313 462 180 23 48 5 0 91 610 53 16 2011 $517,047 $155,425 $0 $150,000 $0 $305,425 $335,967 $2,500 $2,750 $855,764 Labor Outside Services ODCs
ODCs Total
ODCs (3)
Total
Fee
Total
Hours
Total Labor
Costs (1) Subtotal
Sub
Consultant
Total Cost (2)
7/23/2025
City of Anaheim
Resort Area Sanitary Sewer and Roadway Widening Improvement Project July 18, 2025 Phases Total
Ray
Fakhoury
Kraig
Erickson
Justin
Kraetsch
Brian
Ling
Mirko
Maher
Kevin
Kopp
Shawn
Kenney
Haley
Johnson
Donna
Rammell E1 Stephen
Jung
Glenn
Hermanson Admin T2 Pamela
Burton Co. TCE Kimley-
Horn
PIC Project
Manager
Lead
Engineer
Engineer
Support
Tech.

Advisor
Roadway
Widening WQMP Env. Doc.

Lead
Electrical
Lead
Eng.

Support CAD QA/QC Project
Assistant
Utility
Invest.

Landscape
Architect
Traffic
Control Traffic Eng.
$320 $320 $284 $216 $320 $284 $284 $284 $320 $189 $239 $320 $126 Road Widening
Phase 1: Project Management 33%

1.1 Team Coordination and Reporting 20 20 3 3 10 8 65 $17,715 $0 $0 $0 $17,715

1.2 Kickoff and Monthly Meetings 3 8 12 12 8 43 $12,080 $0 $0 $0 $0 $12,080

1.3 Design Phase Workshops (x3) 8 8 8 4 12 40 $11,248 $0 $0 $0 $11,248

1.4 Quality Assurance/Quality Control 5 3 8 4 8 0 27 54 $16,683 $0 $0 $0 $16,683 Subtotal Phase 1: 8 39 48 27 23 22 0 0 0 0 0 27 8 202 $57,725 $0 $0 $0 $0 $0 $0 $0 $0 $57,725 Phase 2: Data Collection and Verification edited

2.1 Topographic Survey Review/Coordination 2 4 8 4 0 0 0 0 0 16 34 $8,608 $0 $0 $0 $8,608

2.2 Geotechnical Report Review 0 $0 $0 $0 $0 $0

2.3 Utility Coordination (Utility Notification Letters) 0 $0 $0 $0 $0 $0

2.4 Utility Locating and Conflict Investigation (desingating) 0 $0 $36,705 $36,705 $40,376 $0 $40,376

2.5 Road Widening Conceptual Plans 4 16 20 4 30 0 0 0 0 60 134 $34,284 $0 $0 $0 $34,284 Subtotal Phase 2: 0 6 20 28 8 30 0 0 0 0 76 0 0 168 $42,892 $36,705 $0 $0 $0 $36,705 $40,376 $0 $0 $83,268 Phase 3: Final Design 26%

3.1 50% Preliminary Design Submittal (PS&E) 8 16 36 6 48 10 10 78 212 $54,192 $5,000 $12,550 $17,550 $19,305 $0 $73,497

3.2 50% Revised Design Submittal (PS&E) 3 4 4 2 16 4 2 10 45 $12,246 $10,000 $12,550 $22,550 $24,805 $0 $37,051

3.3 90% Design Submittal (PS&E) 6 16 31 9 64 4 10 78 218 $56,030 $15,000 $12,550 $27,550 $30,305 $0 $86,335

3.4 100% Final Corrected Design Submittal (PS&E) 4 4 8 2 20 2 2 21 63 $16,605 $16,000 $12,550 $28,550 $31,405 $0 $48,010 Subtotal Phase 3: 0 21 39 80 20 148 0 0 20 25 186 0 0 539 $139,073 $0 $46,000 $0 $50,200 $96,200 $105,820 $0 $0 $244,893 Phase 4: Permitting & Outreach 33%

4.2 Stakeholder Meetings (x3) 5 3 3 3 15 $4,440 $0 $0 $0 $4,440

4.3 Permitting Support and Coordination 3 5 11 5 0 3 3 0 0 0 0 29 $7,893 $0 $0 $0 $0 $7,893 Subtotal Phase 4: 0 8 9 14 9 0 3 3 0 0 0 0 0 45 $12,333 $0 $0 $0 $0 $0 $0 $0 $0 $12,333 Phase 5: Construction Phase Services 33%

5.1 Advertising and Bid Assistance 1 3 5 3 1 0 0 0 0 3 0 0 16 $4,205 $0 $0 $0 $4,205

5.2 Engineering Services during Construction 0 0 0 0 0 0 0 0 0 0 0 0 0 $0 $0 $0 $0 $0 Submittals (15) 3 5 10 3 3 1 0 0 0 0 0 0 24 $6,423 $5,000 $5,000 $5,500 $0 $11,923 RFIs (8) 1 3 5 3 3 1 0 0 0 0 0 0 15 $4,136 $5,000 $5,000 $5,500 $0 $9,636 Change Orders (3) 2 4 8 4 3 0 0 0 0 7 0 0 27 $7,135 $0 $0 $0 $7,135 Coordination and Reporting 3 1 0 1 1 0 0 0 0 0 0 0 7 $2,037 $0 $0 $0 $2,037 Record Drawings 3 7 8 3 0 0 0 0 0 27 0 0 47 $11,701 $0 $0 $0 $11,701 Subtotal Phase 5: 0 13 22 37 16 11 1 0 0 0 36 0 0 136 $35,637 $0 $10,000 $0 $0 $10,000 $11,000 $0 $0 $46,637 TOTAL without Optional Additional Tasks 9 87 138 186 76 211 4 3 20 25 298 27 8 1090 $287,661 $36,705 $56,000 $0 $50,200 $142,905 $157,196 $0 $0 $444,857 Phase 6: Optional Additional Services edited

6.1 Additional Utility Potholes (30) 0 $0 $0 $0 $0 $0

6.2 Resort Area Outreach - Allowance 6 12 12 6 0 0 0 0 0 0 36 $9,840 $0 $0 $0 $9,840

6.3 Water Quality Management Plan (WQMP) 2 2 2 2 0 40 0 0 20 4 72 $18,376 $0 $0 $0 $18,376 Subtotal Phase 6: 0 8 14 14 8 0 40 0 0 20 4 0 0 108 $28,216 $0 $0 $0 $0 $0 $0 $0 $0 $28,216 Optional Additional Tasks TOTAL 0 8 14 14 8 0 40 0 0 20 4 0 0 108 $28,216 $0 $0 $0 $0 $0 $0 $0 $0 $28,216 TOTAL with Optional Additional Tasks 9 95 152 200 84 211 44 3 20 45 302 27 8 1198 $315,877 $36,705 $56,000 $0 $50,200 $142,905 $157,196 $0 $0 $473,073 Labor Outside Services ODCs
ODCs Total
ODCs (3)
Total
Fee
Total
Hours
Total Labor
Costs (1) Subtotal
Sub
Consultant
Total Cost
(2)
7/23/2025