San Clemente City Council
June 20, 2023

in Section 16, Insurance. OCTA reserves the right, at any time and throughout this Agreement, to review and change the amount and type of insurance coverage it requires in connection with this Agreement provided OCTA gives Licensee sixty (60) days’ prior written notice of such change.

6. REIMBURSEMENT. Licensee agrees to reimburse OCTA for all reasonable costs and expenses incurred by OCTA in connection with Work on or maintenance of the License Property or the Facility, including, but not limited to, (a) costs incurred by OCTA in furnishing any materials or performing any labor, in connection with any Work on the License Property; (b) reviewing Licensee's Work plans and/or inspecting any Work; (c) installing or removing, if necessary, protection beneath or along OCTA's tracks; (d) furnishing of watchmen, flagmen and inspectors as OCTA deems necessary; and (e) such other items or acts as OCTA in its sole discretion deems necessary to monitor or aid in compliance with this Agreement.

7. LIENS. Licensee will fully and promptly pay for all materials joined or affixed to the Facility or the License Property, and fully and promptly pay all persons who perform labor upon the Facility or the License Property. Licensee shall not suffer or permit to be filed or enforced against the License Property or the Facility, or any part thereof, any mechanics', materialmen's, contractors', or subcontractors' liens or stop notices arising from, or any claim for damage growing out of, any testing, investigation, maintenance or Work, or out of any other claim or demand of any kind. Licensee shall pay or cause to be paid all such liens, claims or demands, including sums due with respect to stop notices, together with attorney's fees incurred by OCTA with respect thereto, within ten (10) business days after notice thereof and shall indemnify, hold harmless, and defend OCTA from all obligations and claims made against OCTA for the above-described work, including attorney's fees. Licensee shall immediately furnish evidence of payment of any Work performed on the License Property upon request of OCTA. Licensee may contest any lien, claim or demand by furnishing a statutory lien bond or equivalent with respect to stop notices to OCTA in compliance with applicable California law. If Licensee does not discharge any mechanic's liens or stop notice for work performed for Licensee, OCTA shall have the right to discharge the same (including by paying the claimant), and Licensee shall reimburse OCTA for the cost of such discharge within ten (10) business days after billing, including all reasonable attorneys’ fees incurred by OCTA related thereto.

OCTA reserves the right at any time to post and maintain on the OCTA Property and on the License Property such notices as may be necessary to protect OCTA against liability for all such liens and claims.

The provisions of this Section 7 shall survive the termination of this Agreement.

8. MAINTENANCE AND REPAIR. During the Term of this Agreement, Licensee, at Licensee's sole expense, shall operate, maintain and repair the License Property and the Facility in a condition satisfactory to OCTA and all other Operators , including in accordance with the additional SCRRA mandated provisions set forth in Exhibit “C” attached hereto and incorporated herein. Licensee shall be responsible for all clean up and maintenance of the License Property resulting from its use. Licensee shall be responsible for any citations issued by any agency having jurisdiction because of Licensee's failure to comply with local codes.

If any portion of OCTA Property, including improvements, fixtures suffers damage by reason of the access to or use thereof by Licensee or any Licensee Party, including but not limited to damage arising from any test or investigations conducted upon the License Property, Licensee shall, at its own cost and expense, immediately repair all such damage and restore the OCTA Property to as good a condition as before such cause of damage occurred. Licensee’s obligation for repair of damage shall include, without limitation, regrading and resurfacing of any holes, ditches, cracks, indentations, mounds or other inclines created by any excavation by Licensee or Licensee Party.

9. PROTECTIVE SAFETY MEASURES. If required by OCTA or any other Operators upon their sole discretion i, Licensee, at its sole cost and expense, shall install any reasonable barrier fencing and/or other safety measures to prohibit and protect users of the Facility (i.e., the public) from the railroad tracks and other railroad facilities. All fencing and/or other safety measures shall be done in accordance with the provisions of Sections 4 and 5 and subject to the maintenance and repair provisions of Section 8 of this Agreement.
7 FILE: OC-311

10. LIMITED USE. The License Property and the Facility shall be used solely for the purposes specified in Item 2 of the Basic License Provisions and for such lawful purposes as may be directly incidental and necessary thereto, but such use shall be interpreted in the most restrictive manner. No change shall be made by Licensee in the use of the License Property or the Facility without OCTA's prior written approval, which may be withheld at its sole discretion.

11. ABANDONMENT. If at any time Licensee abandons the use of the Facility or the License Property, or any part thereof, or fails to use or occupy the License Property for a continuous period of ninety (90) days for the purposes contemplated herein, then this Agreement shall automatically terminate to the extent of the portion so abandoned or discontinued, and in addition to any other rights or remedies, OCTA shall immediately be entitled to exclusive possession and ownership of that portion of the License Property and Facility so abandoned or discontinued, without the encumbrance of this Agreement. OCTA, at its option, may remove any materials, improvements, or any portion of the Facility remaining on the abandoned property, and store and/or destroy the same, at Licensee's sole expense. Licensee shall provide OCTA a written notification of its intent to cease use of the License Property and/or abandon the License Property, or any portion thereof.

12. EVENT OF DEFAULT. If Licensee breaches, or fails to keep, observe or perform any agreement, covenant, term, or condition of this Agreement (collectively, “Event of Default”) sole, then, in addition to any other available rights and remedies, OCTA, at its option, may:
(a) perform any necessary or appropriate corrective work caused by or relating to the Event of Default at Licensee's expense, which Licensee agrees to immediately pay to OCTA such expense, including reasonable attorney’s fees, upon demand, or
(b) with or without written notice or demand, immediately terminate this Agreement and at any time thereafter, recover possession of the License Property or any part thereof, and expel and remove Licensee or any other person occupying the License Property, by any lawful means, and repossess and enjoy the License Property and the Facility, without prejudice to any of the rights and remedies that OCTA may have under this Agreement, at law or in equity by reason of Licensee's Event of Default or of such termination.

13. SURRENDER. Upon termination of this Agreement, unless otherwise requested in writing by OCTA to leave all, or any portion of, the Facility in place, prior to the date of termination, Licensee, at its own cost and expense, shall immediately remove the Facility and restore the License Property to as nearly as possible the same state and condition as existed prior to the construction, reconstruction or installation of the Facility. If Licensee fails to comply with the requirements of the preceding sentence, OCTA may at its option (a) perform the same at Licensee's sole cost and expense, which costs Licensee agrees to pay to OCTA immediately on demand, or (b) assume title and ownership of the Facility. No termination of this Agreement shall release Licensee from any liability or obligation hereunder, whether of indemnity or otherwise, resulting from any acts, omissions, or events happening prior to the date the Facility is removed and the License Property is restored.

14. INDEMNIFICATION. Licensee agrees to indemnify, defend and hold OCTA and its employees, officers, directors, agents and representatives and its and their respective successors and assigns (collectively, the “Indemnified Parties”) harmless from and against any and all claims, damages, losses, liabilities, costs and expenses, including attorney’s fees (collectively, the “Claims”) for injury or damage to real, personal, tangible or intangible property, including loss of use of any OCTA property, and all Claims for bodily injury, sickness, disease, or death of any person, arising from or in any way related to (i) any act, omission or entry upon the License Property or other activity under this Agreement by Licensee or a Licensee Party (including but not limited to any Claim by any insurance company which has paid a claim 8 FILE: OC-311

and is subrogated to the rights of the claimant), or (ii) any breach by Licensee or a Licensee Party of its obligations under this Agreement; provided, however, that no indemnification shall be provided hereunder to the extent any Claim has been caused by the gross negligence or willful misconduct of Indemnified Parties.

This Section 14 shall survive termination of this Agreement; and is in addition to any other rights or remedies which Indemnified Parties may have under the law or under this Agreement. Upon request of OCTA, Licensee shall provide insurance coverage for possible claims or losses covered by the indemnification and defense provisions of this Agreement.

Claims against the Indemnified Parties by Licensee or a Licensee Party shall not limit Licensee's indemnification obligations hereunder in any way, whether or not such claims against Indemnified Parties may result in any limitation on the amount or type of damages, compensation, or benefits payable by or for Licensee or a Licensee Party under workers' compensation acts, disability benefit acts or other employee benefit acts or insurance.

15. ASSUMPTION OF RISK AND WAIVER. To the maximum extent allowed by law, Licensee assumes any and all risk of loss, damage or injury of any kind to any person or property, including, without limitation, the Facility, the License Property and any other property of, or under the control or custody of, Licensee, which is on or near the License Property. Licensee's assumption of risk shall include, without limitation, loss or damage caused by defects in any structure or improvement on OCTA Property, accident, fire, or other casualty on OCTA Property, or electrical discharge, noise or vibration resulting from OCTA's transit operations on or near OCTA Property. The term "OCTA" as used in this Section 15 shall include:
(a) any transit or rail-related company validly operating upon or over OCTA's tracks or other property, and (b) any other persons or companies employed, retained or engaged by OCTA. As a material part of the consideration for this Agreement, Licensee, on behalf of itself and any Licensee Party, hereby waives all claims and demands against OCTA for any such loss, damage or injury of Licensee and/or any Licensee Party. Licensee waives the benefit of California Civil Code Section 1542, which provides as follows:
"A general release does not extend to claims that the creditor or releasing party does not know or suspect to exist in his or her favor at the time of executing the release and that, if known by him or her, would have materially affected his or her settlement with the debtor or released party."
Licensee accepts the risk that the facts or the law may later turn out to be different than Licensee understands them to be at this time and acknowledges that this assumption of risk and waiver will not be affected by such different state of facts or law. The provisions of this Section 15 shall survive the termination of this Agreement.

16. INSURANCE.

Licensee, at its sole cost and expense, shall obtain and maintain in full force and effect during the Term of this Agreement insurance as required by OCTA naming OCTA as additional insured in the amounts and coverages specified and issued by insurance companies as described on Exhibit "B". OCTA reserves the right, throughout the Term of this Agreement, to review and change the amount and type of insurance coverage it requires in connection with this Agreement or the Work to be performed on the License Property. Prior to (a) entering the License Property or (b) performing any Work or maintenance on the License Property, Licensee shall furnish OCTA with insurance endorsements and certificates, 9 FILE: OC-311

evidencing the existence, amounts and coverages of the insurance required to be maintained by Licensee under this Agreement.

17. TESTS AND INSPECTION. OCTA shall have the right at any time to inspect the License Property and the Facility to monitor compliance with the terms of this Agreement. OCTA shall be permitted to conduct any tests or assessments, including but not limited to environmental assessments, of, on or about the License Property, as it determines to be necessary in its sole judgment or useful to evaluate the condition of the License Property. Licensee shall cooperate with OCTA and its agents in any tests or inspections deemed necessary by OCTA. Licensee shall pay or reimburse OCTA and appropriate regulatory agencies, as appropriate, for all reasonable costs and expenses incurred due to the tests, inspections or any necessary corrective work and inspections thereafter.

18. HAZARDOUS/TOXIC MATERIALS USE AND INDEMNITY. Licensee shall operate and maintain the License Property in compliance with all applicable federal, state, and local environmental, health and/or safety-related laws, regulations, standards, decisions of the courts, permits or permit conditions, currently existing or as amended or adopted in the future which are or become applicable to Licensee or the License Property ("Environmental Laws"). Licensee shall not cause or permit, or allow any Licensee Party to cause or permit, any Hazardous Materials to be brought upon, stored, used, generated, treated or disposed of on or about the brought upon, stored, used, generated, treated or disposed of on the License Property or OCTA Property. As used herein, "Hazardous Materials" means any chemical, substance or material which is now or becomes in the future listed, defined or regulated in any manner by any Environmental Laws based upon, directly or indirectly, its properties or effects.

Licensee shall indemnify, defend (by counsel acceptable to OCTA) and hold harmless Indemnified Parties (as defined in Section 14) from and against all loss, liability, claim, damage, cost or expense (including without limitation, any fines, penalties, judgments, litigation expenses, attorneys' fees, and consulting, engineering, and construction fees and expenses) incurred by Indemnified Parties as a result of (a) Licensee's or a Licensee Party’s breach of any prohibition or provision of this Section 18 or (b) any release of Hazardous Materials upon or from the Facility or OCTA Property or contamination of OCTA Property (i) which occurs due to the use and occupancy of the Facility or the License Property by Licensee or a Licensee Party, or (ii) which is made worse due to the act or failure to act of Licensee or Licensee Party.

The foregoing indemnity shall be effective regardless of any negligence (whether active, passive, derivative, joint, concurring or comparative) on the part of Indemnified Parties, unless caused solely by the gross negligence or willful misconduct of Indemnified Parties; shall survive termination of this Agreement; and is in addition to any other rights or remedies which Indemnified Parties may have under the law or under this Agreement.

In addition, in the event of any release on or contamination of OCTA Property and/or any adjacent property, whether or not owned by OCTA, Licensee, at its sole expense, shall promptly take all actions necessary to clean up all such affected property and to return the affected property to the condition existing prior to such release or contamination, to the satisfaction of OCTA and any governmental authorities having jurisdiction thereover.

Upon the termination of this Agreement at any time and for any reason, Licensee shall, prior to the effective date of such termination, clean up and remove all Hazardous Materials in, on, under and/or about OCTA Property, which Licensee or any Licensee Party caused or permitted to be brought upon OCTA Property, in accordance with the requirements of all Environmental Laws and to the satisfaction of OCTA and any governmental authorities having jurisdiction thereover. 10 FILE: OC-311

19. UNDERGROUND STORAGE TANKS. NEITHER LICENSEE NOR ANY LICENSEE PARTY SHALL INSTALL OR USE ANY UNDERGROUND STORAGE TANKS ON THE LICENSE PROPERTY.

20. SUBORDINATE RIGHTS. This Agreement is subject and subordinate to all prior and continuing rights and/or obligations of OCTA, and its successors and assigns, to use OCTA Property, inclusive of the License Property, in the exercise of its powers and in the performance of its duties, or for any other purpose including but not limited to those as a public transportation body. Accordingly, there is reserved and retained unto OCTA, its successors, assigns and permittees, the right to construct, reconstruct, maintain and use existing and future rail tracks, facilities and appurtenances and existing and future transportation, communication, pipeline and other facilities and appurtenances in, upon, over, under, across and along OCTA Property, and to otherwise use OCTA Property, and in connection therewith the right of OCTA, its successors and assigns, to grant and convey to others, rights to and interests in OCTA Property, including on or in the vicinity of the License Property and the Facility. This Agreement is subject to all licenses, leases, easements, restrictions, conditions, covenants, encumbrances, liens, claims and other matters of title, recorded and unrecorded ("Title Exceptions") which may affect OCTA Property now or hereafter, and no provision of this Agreement shall be construed as a covenant or warranty against the existence of any such present or future Title Exceptions, whether or not arising out of the actions of OCTA, its successors or assigns. OCTA makes no representations or warranties of any kind with regard to title to the License Property and Licensee accepts the License Property “AS IS WITH ALL FAULTS”.

21. COMPLIANCE WITH LAWS. Licensee and any other Licensee Party shall comply with all applicable federal, state and local laws, regulations, rules and orders in its work on, or maintenance, inspection, testing or use of, the Facility and the License Property. OCTA may enter the License Property to inspect the Facility at any time, upon provision of reasonable notice of inspection to Licensee. Licensee shall obtain all required permits or licenses required by any governmental authority for its use of the License Property and the Facility, at its sole cost and expense.

22. CONDEMNATION. In the event all or any portion of the License Property shall be taken or condemned for public use (including conveyance by deed in lieu of or in settlement of condemnation proceedings), Licensee shall only receive compensation (if any) from the condemning entity for the taking and damage to the Facility and any other compensation or damages arising out of such taking or condemnation, whether temporary or permanent, shall be awarded to OCTA and are hereby assigned by Licensee to OCTA. Licensee shall have no rights under California law or federal law to the receipt of any damages arising out of any use or proposed use of the License Property by OCTA or its respective agents, officers, contractors or employees and in entering into this Agreement expressly waives any such rights.

23. MARKERS. At the sole discretion of OCTA, Licensee shall place project markers in form and size satisfactory to OCTA on or about the License Property, identifying the Facility and its owners, which markers shall be constantly maintained by and at the expense of Licensee at such locations as OCTA shall designate. Such markers shall be relocated or removed upon request of OCTA without expense to OCTA.

Licensee hereby acknowledges that the absence of markers in or about the License Property and OCTA Property does not constitute a warranty or representation by OCTA of the absence of subsurface installations.

24. GENERAL PROVISIONS.

24.1 Notices. All notices and demands, which either party is required to or desires to give to the other under this Agreement, shall be made in writing and sent by certified mail, return receipt requested, postage prepaid, and addressed to such party at its address set forth in the Basic License Provisions.

Either party may change its address for the receipt of notice by giving written notice thereof to the other party in the manner herein provided. Notices shall be effective on the date delivered to custody of U.S.

Postal Service.
11 FILE: OC-311

24.2 Non-Exclusive License. The license granted hereunder is not exclusive and OCTA specifically reserves the right to grant other licenses within the License Property so long as such other use does not reasonably interfere with use by of the License Property by Licensee as provided for in this Agreement.

24.3 Governing Law and Venue. This Agreement shall be governed by the laws of the State of California and venue for any action or proceeding shall be within Orange County, California and if a civil action, jurisdiction shall be with the Orange County Superior Courts.

24.4 Severability. If any term, covenant, condition or provision of this Agreement, or the application thereof to any person or circumstance, shall to any extent be held by a court of competent jurisdiction to be invalid, void, or unenforceable, the remainder of the terms, covenants, conditions, or provisions of this Agreement, or the application thereof to any person or circumstance, shall remain in full force and effect and shall in no way be affected, impaired or invalidated thereby.

24.5 Interest on Past-Due Obligations. Except as expressly herein provided, any amount due to OCTA not paid when due shall bear interest, from the date due, at the maximum rate then allowable by law. Such interest will be due OCTA as it accrues. Payment of such interest shall not excuse or cure any default by Licensee under this Agreement. Interest shall not be payable on late charges incurred by Licensee.

24.6 Survival of Obligations. All obligations of Licensee hereunder not fully performed as of the expiration or earlier termination of any Term of this Agreement shall survive the expiration or earlier termination of this Agreement, including without limitation, all indemnification provisions and obligations, payment obligations with respect to License Fees, and all obligations concerning the condition of the License Property and the Facility.

24.7 Waiver of Covenants or Conditions. The waiver by one party of the performance of any covenant or condition under this Agreement shall not invalidate this Agreement nor shall it be considered a waiver by it of any other covenant or condition under this Agreement.

24.8 Amendment. This Agreement may be amended at any time only by the written agreement of OCTA and Licensee. All amendments, changes, revisions, and discharges of this Agreement in whole or in part, and from time to time, shall be binding upon the parties, so long as the same shall be in writing and executed by the parties hereto.

24.9 Assignment. This Agreement and the license granted hereunder are personal to the Licensee. Licensee shall not assign or transfer (whether voluntarily or involuntarily) this Agreement in whole or in part or permit any other person or entity to use the rights or privileges granted hereunder, without the prior written consent of OCTA, which may be withheld in OCTA's sole and absolute discretion.

Any attempted act in violation of the foregoing sentence shall be void and without effect and grant OCTA the right to immediately terminate this Agreement.

24.10 Attorney's Fees. In any judicial or arbitration proceeding involving performance under this Agreement, or default or breach thereof, the prevailing party shall be entitled to its reasonable attorney's fees and costs.

24.11 Nondiscrimination. Licensee certifies and agrees that all persons employed and any contractors retained, by either Licensee or other Licensee Party with respect to the License Property, are and shall be treated equally without regard to or because of race, religion, ancestry, national origin, disability or sex, and in compliance with all federal and state laws prohibiting discrimination in employment, 12 FILE: OC-311

including but not limited to the Civil Rights Act of 1964; the Unruh Civil Rights Act; the Cartwright Act; and the California Fair Employment Practices Act.

24.12 Further Acts. At OCTA's sole discretion, but at the sole expense of Licensee and without a right of reimbursement, Licensee agrees to perform any further acts and to execute and deliver any documents that may be reasonably necessary to carry out the provisions of this Agreement, including the relocation of the Facility and the license granted hereunder.

24.13 Acknowledgement of No Right to Claim Relocation Benefits Against OCTA. Licensee hereby acknowledges and agrees that if OCTA asks Licensee to vacate the License Property, then Licensee shall not be entitled to any relocation benefits under this Agreement or by virtue of state or federal law, including, but limited to, no relocation assistance, moving expenses, loss of goodwill, or other payments under the Relocation Assistance and Real Property Acquisition Policies Act of 1970, as amended, 42 U.S.C. §4601 et seq. and/or the California Relocation Assistance Law, as amended, California Government Code §7260 et seq. Further, Licensee agrees it is not entitled to loss of good will or moving expensed from OCTA, SCRRA, Amtrak or BNSF.

24.14 Time of Essence. Time is of the essence in the performance of this Agreement.

24.15 No Recording. Licensee acknowledges and agrees this Agreement and the license granted herein does not constitute on interest in real property. Licensee shall not record or permit this Agreement to be recorded in the official records of the county where the License Property is located, which prohibition shall include any memorandum of this Agreement or any other document giving notice of the existence of this Agreement, or the license granted hereunder.

24.16 Revocable License. Licensee agrees that notwithstanding the improvements made by Licensee to the License Property, including the Facility, or other sums expended by Licensee in furtherance of this Agreement, the license granted hereunder is revocable by OCTA in accordance with the terms of this Agreement and Licensee and any other Licensee Party assume the risk of such financial expenditures, which may not be recovered against OCTA.

24.17 Entire Agreement. This Agreement and Exhibits “A” and “B” hereto constitute the entire agreement between the parties with respect to the subject matter hereof and supersede all prior verbal or written agreements and understandings between the parties with respect to the items set forth herein.

24.18 Captions. The captions included in this Agreement are for convenience only and shall not be used to define, limit, or otherwise describe the scope or intent of this Agreement or any provisions hereof, or in any way affect the interpretation of this Agreement.

24.19 Additional Provisions. Those additional provisions set forth in Exhibit “C”, if any, are hereby incorporated into this Agreement by this reference as if fully set forth herein.

IN WITNESS WHEREOF, the parties have caused this Agreement to be executed by their duly authorized representatives as of the Effective Date first written above. 13 FILE: OC-311

ORANGE COUNTY TRANSPORTATION AUTHORITY
By:

James G. Beil, P.E, Executive Director,
Capital Programs
Date: __________________________________
Approved As To Form:

By:

James M. Donich
General Counsel

CITY OF SAN CLEMENTE
By:

Date: _____________________________________
Approved As To Form:

By:

Date: _____________________________________
14 FILE: OC-311

EXHIBIT “A”

(To be Attached)
15 FILE: OC-311

EXHIBIT “B”

INSURANCE REQUIREMENTS FOR LICENSEE
LICENSEE shall procure and maintain insurance coverage in full force and effect during the entire term of the Agreement. Coverage shall be full coverage and not subject to self-insurance provisions. Any proposed self-insurance would need to be approved by OCTA Risk Management. Insurance is to be placed with insurers with a current A.M. Best’s rating of no less than A-VII, unless otherwise approved by OCTA. LICENSEE shall provide the following insurance coverage:

1. Commercial General Liability, to include Contractual Liability, Personal Injury Liability, and Property Damage with a minimum limit of $5,000,000 per occurrence, $10,000,000 general aggregate.

Exclusion for railroads, explosion, collapse and underground hazard shall be removed.

2. Commercial Automobile Liability Insurance to include owned, hired and non-owned autos with a combined single limit of $2,000,000 for each accident.

3. Workers’ Compensation with limits as required by the State of California including a Waiver of Subrogation in favor of AUTHORITY, its officers, directors and employees.

4. Employers’ Liability with minimum limits of $1,000,000 per accident, $1,000,000 policy limitdisease, and $1,000,000 policy limit employee-disease; and

5. Pollution Liability with a minimum limit of $1,000,000 per occurrence, $2,000,000 general aggregate.

6. In the event work is required within the Licensed Area, Railroad Protective Liability insurance will also be purchased at the following levels: $2,000,000 per occurrence, combined single limits, for coverage and for losses arising out of injury to or death of all persons, and for physical loss or damage to a destruction of Property, including the loss of use thereof and a $6,000,000. annual aggregate.

SCRRA, Amtrak and BNSF, and other freight and passenger rail service providers as designated by OCTA and their officers, Directors, Employees and agents must be designated as an additional insured on the Licensee’s Comprehensive General and Automobile Liability Insurance Policies Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled or reduced in coverage or in limits, except only after thirty (30) days prior written notice has been given to OCTA. In the event OCTA learns that Licensee’s insurance coverage is being terminated and Licensee fails to provide adequate assurances that continuous coverage is being provided, OCTA, and at its sole discretion, may obtain such coverage at Licensee’s expense.

Proof of such coverage, in the form of a certificate of insurance and an insurance policy additional insured endorsement for commercial general liability, commercial automobile, and pollution liability, designating the OCTA, its officers, directors and employees as additional insureds as required by the License Agreement. LICENSEE shall include on the face of the certificate of insurance the License Agreement name and Number OC-311.
16 FILE: OC-311

Proof of insurance coverage must be received by OCTA within ten (10) calendar days from the effective date of the Agreement. Such insurance shall be primary and non-contributive to any insurance or selfinsurance maintained by OCTA. Furthermore, OCTA reserves the right to request certified copies or review all related insurance policies, in response to a related loss. .

17 FILE: OC-311

EXHIBIT “C”
This Agreement is subject to the following additional terms and conditions:

1. Southern California Regional Rail Authority (SCRRA), OCTA, and its representatives (including the California Public Utilities Commission (CPUC), and the Federal Railroad Administration (FRA)) have the absolute right and authority to perform random audits and inspections of the worksite, to verify the contractor’s employees are complying with SCRRA, OCTA, State, and Federal Requirements. Contractor’s employees shall participate in the audit and inspection. SCRRA, OCTA, and its representatives, including the CPUC and the FRA, have the absolute right and authority to remove employees and/or shutdown the worksite if any safety violations and/or rule violations are observed. If employees are removed and/or the work site is shut down, contractor shall have no recourse to seek compensation for delays and cost overruns.

2. Contractor agrees to reimburse SCRRA, OCTA, and its representatives the actual cost and expense incurred by SCRRA, OCTA, and its representatives for all services and work performed in connection with the request, including an allocated overhead representing SCRRA’s, OCTA’s, and their representative’s costs for administration and management. A “Cost Estimate” will be provided that is contingent on the complexity of the project and the (estimated) direct costs and expenses incurred by SCRRA, OCTA, and their representatives.

3. The Licensee agrees to execute and deliver to SCRRA, prior to commencing any work within the rail right-of-way, SCRRA Temporary Right-of-Entry agreement (Form No. 6) and deliver and secure approval of the insurance required by the two exhibits attached to SCRRA Form No. 6. If the Licensee retains a contractor to perform any of work within the rail right-of-way, then the Licensee shall incorporate in its contract documents SCRRA Form No. 6 and Rules and Requirements for Construction on Railway Property (SCRRA Form No. 37). Mr. Eric Reese with SCRRA's Right-of-Way Encroachments Office can be reached at (909) 667-8108. These forms can be accessed through SCRRA's website www.metrolinktrains.com,("About Us", "Engineering and Construction", and the "Right of Way Encroachment Page" link).

4. Licensee's contractor, at its sole cost and expense, shall obtain and maintain, in full force and effect, insurance as required by SCRRA during the entire construction period. The Contractor shall furnish copies of the insurance certificates to all affected operating railroads.

5. If the personnel working on this project do not have current SCRRA Safety Training Certification, contact Mr. Trevor Williams with JACOBS to schedule your I- (up to 20 people) SCRRA Safety Training at (714) 659-1141 or via e-mail at, [email protected] Allow 24 to 72 hours from the request for safety training to arrange the training No work may commence on the railroad right of way until this training has been completed. The contractor will need a valid SCRRA project number, located in the upper righthand corner of the executed SCRRA Right-of-Entry Permit.

6. Flagging services are limited due to projects SCRRA has going on within the SCRRA Right-ofWay., Jacobs Engineering requests the contractor to arrange flagging services a minimum of fifteen working days prior to beginning work. Although every effort is made to accommodate the contractor's schedule, prior notification does not guarantee the availability of protective services for the proposed date of work. Contractor shall contact Mr. Justin Duke. with Jacobs Engineering at 1-714-559-0968 to schedule (RWIC) Flagging Services. The contractor will need a valid SCRRA project number, located in the upper right-hand corner of the Right­of-Entry Permit.
18 FILE: OC-311

7. Licensee or licensee's contractor shall be responsible for the location and protection of any and all surface, sub-surface, and overhead lines and structures.

8. Any and all excavation will adhere to SCRRA's Excavation Support Guidelines." SCRRA's Excavation Support Guidelines can be found on our website at:
https://www.metrolinktrains.com/globalassets/about/engineering/scrra excavation support guidelines.pdf.

9. If Traffic Control will be utilized. The temporary traffic control plans shall be prepared, signed and sealed by a California Licensed Civil or Traffic Engineer. Temporary traffic control will comply with the current editions of the California Manual of Uniform traffic Control Devices (CA MUTCD), Work Area Traffic Control Handbook (WATCH), Temporary Traffic Control Work At or Near Grade Crossing Guidelines prepared by SCRRA and SCRRA's Engineering Standard ES430I.

10. For any pipeline that is bored or jacked under the track, the Contractor must guarantee the work against settlement for two years after the completion of the work and must furnish a performance bond against failure or settlement of the soil around the jacked pipe or casing in the amount of $180,000.00 as per SCRRA requirements shown in Form 37." PLEASE NOTE: More information on SCRRA's Performance Bond Requirements may be found in SECTION 5.11, Page 32 of SCRRA's Form 37.

11. The boring, tunneling or jacking operation shall be progressed on a 24-hour basis without stoppage when the casing is 20 feet from the centerline of the nearest track.

12. The abandoned pipe and casing will need to be filled with slurry and the end will need to be sealed.

13. Pipeline installation will adhere to SCRRA Engineering Standard ES 500I.

14. Boring and jacking of casings and other conduits must conform to the requirements of SCRRA Engineering Standard Plans ES 5001.

15. The Licensee agrees to comply and to ensure that its contractor complies with instructions of SCRRA's Roadway Worker-In-Charge (RWIC) and representatives, in relation to the proper manner of protection of the tracks and the traffic moving thereon, pole lines, signals and other property of SCRRA or its member agency tenants or licensees at or in the vicinity of the work, and shall perform the work at such times as not to endanger or interfere with safe and timely operation of SCRRA's track and other facilities.

Contractor’s employees must print out and discuss the SCRRA Risk Analysis Form during the job safety briefing with the RWIC. Each employee must have a signed and completed form on their person at all times and must present the form upon request for inspection and verification.

16. The Licensee shall obtain permission from any fiber optic, gas or oil lines that may be located along or across the right-of-way.

17. If there will be ANY excavation within the RR ROW, the contractor shall call SCRRA's signal department (909) 592-1346 a minimum of 15 days in advance to mark signal and communication cables and conduits. In case of signal emergencies or grade crossing problems, the contractor shall call SCRRA 's 24-hour signal emergency number: 1-888-446- 9721. Once Cable Markings have been completed, SCRRA’s ROW Coordinator will email the signed Cable Marking Request Form. This form must be available on-site and must be presented upon request for inspection and verification.

18. No equipment, trucks or materials are allowed to be stored on the railroad right-of-way. 19 FILE: OC-311

19. All Equipment, Work Vehicles, and Materials must be a minimum of 25 feet away from the centerline of the nearest track and must not block the visibility of any railroad crossings, railroad signs, railroad signs, or any railroad equipment.

20. All Equipment, Work Vehicles, and Materials must be properly secured to prevent any unauthorized movement.

21. Contractor’s employees must always comply with SCRRA’s Roadway Worker Protection (RWP) Manual, including not using any cell phones or any electronic devices with internet capability within 25 feet of the nearest running rail.

22. Before excavating, the Contractor must determine whether any underground pipelines, electric wires, or cables, including fiber optic cable systems, are present and located within the Project work area by calling the Southern California Underground Service Alert at 811.

23. No work may commence, and no direct services may be scheduled until SCRRA (Metrolink) issues an executed Right-of-Entry (ROE), Agreement, Form 6 in support of this project.

24. Once the Executed License Agreement and Executed Right-of-Entry (ROE) Agreement have been issued, contractor’s employees are not allowed to deviate from the approved project scope without the express written consent of the SCRRA and OCTA.

25. If SCRRA or OCTA shall deem it necessary in the future, to build additional track, tracks or other facilities in connection with the operation of its railroad, at the request of SCRRA, the Licensee shall modify, at its own expense, the proposed utility and/or roadway to conform to the rail line.

Please reference the above-noted project number on future correspondence pertaining to this project. If you have any questions, I can be reached at (909) 667-8108 by phone, and [email protected] by e-mail.

20 !!
!!
!!
!!
!!
!!
!!

CLE LAG

TE RRAZA

VIS TA B AHIA
AVE

EL C AM INO R EAL (COAST HWY)

AVE DEL REPOSO

AVE MIR AM AR

AVE SERRA

AVE CAB RILLO

AVE DEL M AR

AVE VICTORIA

AVE PALIZADA

AVE ARAGON

VIA MECHA

VISTA MARIN

CLE CO NCHITA EL C AM INO R EAL (COAST HWY)

EL C AM INO R EAL (COAST HWY)

LO S O BREROS LN

BOC A DE LA PLAYA

CLE DESHECHA

AVE ESTACION

SENDA DE LA PLAYA

CLE CO LINA

BUEN A VIS

CLE SAC RAM ENTO

AVE HAC IENDA

CLE LAS BOLAS

CLE VALLE

CLE BO NITO

CLE M IR ADOR

AVE DEL REPOSO

EL P RADO

CHIQ UITA

EL P ORTAL

A RONDA L

AVE SIERRA

AVE LAS FLORES

EL O RIENTE

AVE DE LA ESTRELLA

AVE DE LA ESTRELLA
PORTAL
CLE
A. T. & S. F. R. R.

A. T. & S. F. R. R.

A. T. & S. F. R. R.

AVE DE LA G RULLA

AVE ARAGON

AVE PELAYO

PORTA L ST

AVE FLOR ENCIA

DIJE CT

CAPISTR ANO LN

AREN OSO LN

IN DA LN L

MA RIPOSA

MA RQUITA

ALAM EDA LN

COR ONA DO LN

AVE VICTORIA

AVE VICTORIA

COR TO LN

ALAM EDA LN

STA A NA LN

MA RQUITA

A P L A LOM A
CANADA

MA RIPOSA

AVE DEL PO NIENTE

ESCALONES

CLE PUENTE

ENCIN O LN
CANADA

ESCALONES

AVE DEL PO NIENTE

ELENA LN

AVE VICTORIA
PA SE

A SAD ENA CT P

ESPLANADE

COR ONA LN

ACEB O LN

AVE PALIZADA

CLE SEVILLE

O M A LN L

LA ESPERANZA

PA SEO D E CRISTO

AVE CO RDOB

AVE CAB ALLEROS

EL O RIENTE

AVE DE LA PAZ

AVE PATERO DE ORO

AVE PIZARRO

ESPLANADE

AVE SAN TIAGO

AVE BAR CELONA

EL LE VANTE
LA RA

AVE SAN TA B ARBARA

AVE MO NTEREY

CAZAD OR LN

POCO PASEO

OLA VIS

AVE MA DRID

OLA VIS

AVE CADIZ

R AFALGAR LN T

AVE SERRA

AVE DEL M AR

AVE CAB RILLO

AVE GR ANADA

OLA VIS

AVE MIR AM AR

AVE VICTORIA

AVE MA TEO

AVE ROSA

AVE ALGODON

AVE PRESIDIO

CLE BELLA LOM A

EL LE VANTE

SEGURO AVE PIZARRO

CLE PUENTE
DijeCourtBeach Access
El Portal Beach Access
Mariposa Beach Access
Dije Court Beach Stairs
El Portal Beach Stairs
Mariposa Beach Trail Bridge
T-Street Wooden Bridge
I
0 950 1,900 475
Feet
City of San Clemente
910 Calle Negocio, Suite 100San Clemente, CA 92673Tel: (949) 361-3600Fax: (949) 361-8316

LOCATION MAP
San Clemente Beach
Trail Improvements
Landscapet.mxd S:\cu\public\CMMS\GIS\GIS PDF Printable Maps\Location Maps\2023\Beach Trail Exhibit\Beach Trail Exhibi $TTACHMENT 2
21 !!
!!
!!
!!
AVE

AS N ANT NO OI

AVE SA N JUAN

C ER R ITO
CLE

AVE AMADIS

AVE ESP LANDIAN

CLE LASUEN

AVE SA N LU IS REY

AVE A LE SSANDRO

CLE DE LO S ALAM OS

CLE LAS PALM AS

AVE LA C OSTA
LOS

BA U T SM I OS LN

ESPI CR AVE

OLA VIS

AVE LO BEIRO

AVE MONTALVO

VA E AC AL IA F

PLA ZA A LA PLAYA

CLE CA PRI

CLE MON TE CRISTO

CLE M ONACO CLE MADIERA

AVE DE L A R VI I ERA

CLE M ON TE CARLO

CLE M AJORCA

PAS EO DE LA S ERENATA

CLE DE L PACIFICO

CLE DE L COM ERCIO

AVE M AG DALENA

CA LLE CITA

AVE SA NTA
INEZ

AVE M AG DALENA

AVE OR T GA E

AVE COSTANSO

AVE SA NTA M ARGARITA

CLE BA HIA

LI RD A NL AL

CLE GO MEZ

AVE M AG DALENA

CLE DEL
D EL
RITO
A. T. & S . F. R. R.

VISTA M ARINA

CLE CO N CHITA

AVE VICTORIA

AVE V CI T

ELE NA NL

AVE VICTORIA

PASEO DE CR ISTOBAL

PAS AD ENA CT

ESP LANADE

EL CAMIN O REA L (COAST HWY)

OLA VIS

AVE PRINCESA

A VE D E L S LO O BO S M ARI OS N

VA E OR C EN L OI

AVE RA MONA

AVE OR C NEL OI

VE A SA N A NTONIO

AVE A LE SSANDRO

AVE SA N A NTO I N O

AVE JUN IPERO

AVE DE L PR ESIDENTE

AVE SAN PABLO

AVE JUN PI ERO

AVE SA N G ABRIEL

AVE SA N G ABRIEL

CLE LA SERNA

PAS EO DE CR ISTOB

AVE CO RDOBA

AVE GA VIOTA

AVE VALENC AI

VA E V RE ED

AS N NT A NO OI

AVE DE L OS LO BO S MARINOS

CER R IT C O IE OL

AVE RA M NA O

REG LA CIR

ENT RA DA PARAISO

AVE TRIESTE

AVE MAG DALENA

AVE AD OBE
AV

CLE CUERVO

VIA CO LIBRI

CLE MARINA
AVE S

CLE SERENA
A. T. & S . F. R. R.

CLE TO LEDO

BO CA DE L CANON

LA RAMBLA

LA R AM BLA

CLE RO C A V SI

CLE PR IMAVERA
CA ZA

PO CO PASEO

OLA VIS

AN E S VA OLBA P

VA E CO R EN LIO

AVE JUN PI ERO

AVE RA M NO A

AVE OC RNELIO

AVE A LE SSANDRO

AVE M END OCINO
T-StreetOverpass
T-Street Wooden Bridge
Riviera Beach Trail Bridge
Montalvo Canyon Beach Trail Bridge
I
0 860 1,720 430
Feet
City of San Clemente
910 Calle Negocio, Suite 100San Clemente, CA 92673Tel: (949) 361-3600Fax: (949) 361-8316

LOCATION MAP
San Clemente Beach
Trail Improvements
Landscapet.mxd S:\cu\public\CMMS\GIS\GIS PDF Printable Maps\Location Maps\2023\Beach Trail Exhibit\Beach Trail Exhibi 22 23
24 25
26 27
28 )}
·~
-.,,4'_.!i::• , '-~~·:·

RAIL CORRIDOR PEDESTRIAN BEACH TRAIL

PHASE II CONSTRUCTION PLANS
NORTH BEACH MILE POST 203.75 TO CALAFIA MILE POST 206.00

CITY OF SAN CLEMENTE
City of San Clemente
Address: 910 caue Negocio, Ste too
San Clemente, CA 92673
Projtct Management Jim Pechous, Senklr P1anner (949) 361-6195 Shohreh Dupuis, Project Manager(Contract) 564-2753
~ommunlty Development: Jim Holloway, Diredor (949),361-6106 Beaches Parks and:f{ecreation: Dennis Reed, Manager (949) 361-8278 City EnginHr. wtlill. E. Cameron (949) 361-6120
R,oiiroad Conldor Safety Education Panel: Kathryn St0'1all Dennis, John Dorey Consultants
Prime Consultant
Borthwick. Guy Bettenhausen, Inc.
- : ArthurGuy
2462 Dupont Dr.

Irvine, CA 92612
(949) 476-11616
Fax (949) 476-8707
ClvD Trackwork Engineering
Wlson & Co01>any
Attn: Gerard Reminisky
275 W. Hospitality Lane, Ste 300
Sffl .8~,oo:gf!np, CA _ 92~08
(909) 806-8012
Fax (909) 806-11099
ClvP Engineering
Cash & Associates
Attn: Wilfrido Simbol
5772 Balsa Ave., SUlte 100
Huntington Beach, CA 92649
(562) 426-6145
Coastal Engineering Coastal Frontiers
Attn: Greg Hearon
9420 Topanga Canyon Blvd., #101
Chatsworth, CA 91311
• (818) 341~_t33 '
Surveying ·, KDM Engineering
Attn: Rich Maher
22722 Lambert St., Suile 1710
Lake Forest, CA 92630
(949) 768,-0731.

Fax (949) 768-3731
Construction Management
Parsons Brinckerhoff
Construction Services, Inc.

Attn: Kevill Byen, (760) 576-3183
Construction Trailer
1832 North El Camino Real
San Clemente, CA 92672
Agen.9ies
"..1;.•
State of California Department of Traneportatlon
District 12
Attn; Samuel M. Tapia, P,E.
3347 Michelson Dr., Suite 100
IIVlne, CA92612-0661
(949) 758-4949
Fax {949) 724-2592
Orange County Traneportation Authority
Attn: Bill Mock
550 South Main Street. P.O. Box 14184
Orange, CA 92612-15&4
(714) 560-5737
State of California State Lands Commission
Attn: Jane Smith
180113th Street
Sacramento, CA 95814
(916) 574-1892
Fax (916) 574-1925
calitornia Regional Water Quality Control Board
San Diego Region
Attn: Jeremy Haas
9174 Sky Park Court, Suite 100
San Diego, CA 92123-4340
(858) 467-2952
Fax (658) 57Hi972
california Department of Fish & Game
Attn: Donna Cobb
-4949 Yi~~~
_Ave,n.~e_
United States Army Corps of Englnoors
Los Angeles Dls1rlct
Attn: Cor1ce Farrar
P.O. Box 532711 Los Angeles, CA 90053-2325
(213) 452-3296
Caltfornla Coastal Commission
Attn: Ann Blemker
200 Oceangate, 10th Floor, Ste. 1000
Long Beach, CA 90802-4302
(562) 590-5071
Fax (562) 590-5084
State of California Department of Parks and Recreati<ln Attn: Richard Rozzelle
3030 Avenida del Presldente San Clemente, CA 92672
(9-49) 366--1695
Fax (949) 492-11412
Southern California Regional Rall Authority
Attn: Ronald M. Mathieu
700 S. Flower St, Suite 2600
Los Angeles, CA 90017-4101
(213) 452-0249 .

Fax (213) 452-0423
Califorril~~P~Ublic utlllttes Commission
Attn: varoU~rl\Jin~chian
... 320 West 4th St., Suite 500
l-!ii-1.0SAngeles, cA 90013
Permits - obtained by City
California Public Utilities Commission: o.04-05-053 State of California State Landa Commiss~o. 8523.9 United States Anny Corps of Engineers: 404 Permit No. 200300173-CJF California Regional Water Quality Control Board: Section 401 Permit No. 04C-013 United States Department of Fish & Game: 1600-2003-5188-R Orange County Flood Control Disbict: No. 2003-01986 Margartta / Linda Lane Pedestrian Access Ca~fomla Coastal Commission: Development Permit No 5-03-322 Seals
Wilfnilo Simbol, P.E.

CASH AND ASSOCIATES
,.\1,.- l
Steven f Metro, P.E.

HANSON-WILSON, INC.
t(;_J__
Kul Bhushan, Ph.D, G.E.

GROUP DELTACDNSULTAITTS
,_o.r-o~
Date
u-o.

Date
4-C, - c,J;'"
Date
1:-l,·Ol,,
·1t•--~-'-· -~Faxt7N)•8g5<1291--~---- · - · - -san'oo¥,U\li-:rooa-· (858) 637-5510
- --c.~~r~r5'7s"'ll>sT"-~- -. Date
ENHAUSEN, INC. ::J
§
i
~' -
!
L
Geotechnical Engineering
Group Delta Consultants
Attn: Kul Bhushan
92 Argonaut, Suite 120
Aliso Viejo, CA 92656-1121
(949) 609-1020
Fax (949) 454-5949
REV-I OAT£ OESCRlPTION
Fax (858) 467-4299
OESIGNED IIY ""'
MA.'MII B'f NLC
OllCKED B'f
"" IN 0-IARGE ""'
APP JANUNl:Y, 2006
'·, • ,,- :

SD!,;!ft~~ ·.·_:

Attn: Dennis Tay\oc -··
552 Gamino OetOS Mares San Clemente. CA 92673-2827
(949) 361-11041
Fax (949) 361-11006
lklda!vou-d8enfo&Aler1 *
Coll:TOU FREE
1-600
227-2800
TWOWOll(IN(l l'l,O.n
ICJ"ORl:YOCI DIG" ,
RAIL CORRIDOR PEDESTRIAN BEACH TRAIL ~ - f--------------------110RAWI.Nc NO.

CITY OF SAN CLEMENTE PROJECT NO. 11410
FEDERAL PROJECT NO. STPLER 5274 (008)

TI TLE SHEET

REVISION
SCA.LE
0 1 OF.

NONE
ii'
i
29 -i ~.

I§
:w
Ji
:; ' ...
s! uS
General Notes

1. Comply with ell local, state end federal safety codes ond rogulations.

2. Obtain a right-<>f-enlry agreement from Southem California Regi<mal RaA Aulhoriy (SCRRA) before entering or worting on railroad right-of-way. Contact SCRRA Right-of-Way Engineer, Tom Hanley, (213) 452-02M to obtain requrements of this agreement

3. Schedule and ooordinate an construction activities through the Engineer

4. Al required permits needed for the wor1c shall be obtained by the Contractor unless ol'lerwise noted.

5. Sect on i 4216/4217 of the govemment code rcQuires a Dig Alert identification number be issued before a "Permit to Excavate" is valid. Cao Underground Service Alert (800) 227-2600 prior to construction to obtain a Dig Alert 10 number. Underground Service AJert does not mark ranroad signal cables or notify SCRRA. Notify SCRRA signal representative prior to each construction activity within OCTA right~f-way.

6. Field verify all dimonslons for conflicts with ex~ting utmties, signal cables;, signal equipment railroad communications cables and/or other Items that might impair construction activities.

7. Protect fiber optic lines In place.

8. Repair damaged materials or faciities intended to remain in place. _

9. Immediately remove all excavated waste material from the site. Onsite storage cf excavated waste material is not pennitted at any time.

10. On-site construction by others, induding routine or emergency maintenance wonc, (SCRRA forces. SCRRA signal contractor, Amtrak, fiber optic companies, utilities, etc.) may oecur during the construction period. c.oordinate construction activities through the Agency s ' representative to minimize interference with others.

11. Prior to corrmencing wor1<, verify all existing site and track conditions with the AQency s ' representative to ascertain the limits ol work activities. Obtain SCRRA approval of the project schedule and operations plan. ·

12. Rail traffic disruptions are not permited. Amtrak. Metrnlink Commuter Train and Freight traffic must be mal'ltalned through out the cx,nstruction period. Work affectirig the movement of tr.ins will be under the authority of lhe SCRRA Employee-in-Chwge.

Do not place material or equipment within 20 feet of an active track at any time without prior aPProval of the SCRRA Employee-in-Charge.

13. Mainta n i and protect existing railroad signage (including speed signs) and signals.

Coordinate all wor1< with SCRRA's Signal Engineer, signal forces and signal connctor through the Agency's representa!ive. Phase work to alow continual operation of existing signal system during construction. Obtain advanced approval from SCRRA's Si9nal Engineer for all work.

Existing and finish elevations indicated on the drawings are based on aerial topography dated March 2001 . Prior to starting any work, the contractor shall verify existing elevations at all locations where new work joins BKlstlng and notify the Engineer of differences found that will

14. effect the soope of his work.

15. Contractor shaD follow soils report by Group Delta Consultants, Inc. Project No. 1-267 dated May 6, 2003, Se<:oons 8.1 and 8.2 for geotechnical recommendations for oonstruction.

OIJE EL PORTAL
!i
f i i IR£V~ DA_!'E DESCAJPTION
Vicinity Map

PRAM-N BY

CHECKED BY
N CHAA« ,,,.

DATE .w«JARY, 200t
Abbreviations
• ANO INT. INTERtOR
@ AT LBS. POUNDS
ACM ASBESTOS CONTAINING MAlERlAI... LAM. LAMINATED
ADJ. ADJACENT UN. LINEAL OR LINEAR
A..F.F. ABOVE FINISH FtOOR LG. LONG
·;• A C. O. E. . ARMY CORPS OF ENGINEERS L L. . LIVE LOAD -,,· ALUM. ALUMINUM M L. LW. . MEAN LOWER LOW WATER APPRX. APPROXIMATELY MAT. M"TERIAL

X BY MAX MAXIMUM

BEL BELOW MB MACHINE BOLTS
BO. BOARD MCI FIBER OPTIC CABLE
BM. BEAM MFR MANUFAC11JRER
aw BACK OF WALK MIL. MIWMETER
CA COMPRESSED AIR MIN. MINIMUM

CB CARRIAGE BOLTS MTL METAL
CBC CALIFORNIA BUILDING CODE N.A.P. NOT A PART
Ii. CENTER LINE NJ.C. NOT IN CONTRACT
CIC CENTER TO CENTER NO. OR# NUMBER
CF. CUBIC FOOT IN) NEW
C.I.P. CAST IN Pl.ACE o c. . ON CENTER
CLR CLEAR 0/0 OUT TO OUT
C J. . CONTROL Jq NT r OPNG. OPENING
c o. . CASED OPENING OPP. OPPOSITE
CONC. CONCRETE 0.0. OVERFLOW (ROOF) DRAIN
CONN. CONNECTION ,. PERCENT
CONT. CONTINUOUS . PLUS OR MINUS
CLR. CLEAR ~ PlATE
CY. CUE31CYARD PC POINT OF CURVATURE

DEGREES PCF POUNDS PER CUBIC FOOT
0 DIAMETER PH PANIC HAROOARE
0 OEPni P.l. PLASTIC LAMINATE
DWG. DR4WJNG POC POINT OF CONNECTION Er (S) OETAIL(S) PSI POUNDS PER SQUARE NCH f D.G. DECOMPOSED GRANITE PVC POl VVINYLCHLORIDE
DIA. DIAMETER R.0. ROOFORAIN
O.L. DEAD LOAD REINF. REINFORCEMENT
ON. DOWN REQ'O REQUIRED
OS. DONNSPOUT R RISER
E.I F. S. . EXTERIOR INSULATION FINISH SYSTEM RM.OR RMS ROOM/$ ELECT. ELECTRICAL RR SCRRA RAILROAD
ELEV. OREL ELEVATION RSC ~YTHEON SYSTEMS COMPANY
EXIST. ORE. EXISTING RSP ROCK SLOPE PROTECTION
EA. EACH 2ND SECOND
EJ. EXPANSION JOINT SO. SQUARE
EO. EQUAL S.F. SQUARE FOOT OR FEET
EXP. EXPANSION STL. STEEL
EXT. EXTERIOR SIM. S MILAR I
FG FINISH GRADE SH. ORSHT SHEET
FIN. FINISH S.S. STAINLESS STEEL @ FL FLOWLN E T C . TOP OF CURB FLR. FLOOR T.0 . STAINLESS STEEL FO.S . . FACE OF STUD T&G TONGUE & GROOVE
FS FINISHED SURFACE TYP. TYPICAL
FT. FEET T>iK. THICK
GA. GAGE U H. M.W. . ULTRA HIGH MOLECULAR WEIGHT
GALV. GALVANIZED U N. O. . UNLESS NOTED OTHERWISE
GLU. LAM. GLUE LAMINATED VERT. VERTICAL
H HIGH WW.M. . WELDED WIRE MESH
HT. HEIGHT WI WITH
HOWR HARDWARE W/O WlT>iOUT •
IN INCH WD. WOOD
-4K
~ -~M,4{11°W~ !£ h@" , "-:lcct~'Tj/~L~ +i~~--- • -- - _-:_:-: __ ::::__ i __!_ _ ~OST l,,INDS --=-'-r" ' -=-~ ::_::: _ _ _::_~ ~=
. ·- ,;;_,:::; .=.,~-"-
Z7SW.HOSPITAUlYLUI':

SANBERKA.R0\1,10,CAlrM(li, """'"" TEl.:1m.S06-«Xl0
FAX:!D9.e08.I09ll
Key Map ~-
NTs REl/1EW SET NOT FOR CONSTRUC
RAIL CORRIDOR PEDESTRIAN BEACH TRAIL ~:--=-:~'.:0 - . _ _ _ CITY OF SAN CLEMENTE PROJECT NO. 11410 T-2
FEDERAL PROJECT NO. STPLER 5274 (008} REVISION g;err;~0 NOTES, ABBREV1A110NS, VICINITY AND KEY MAPS SCAl£ NONE
~
30 !!
~• · ·::;!:
ii
u
Legend
~
WIRE CABLE FENCE. 4' -5 • HIGH (1YPE A) SEE Z/ S-22
(MINIMUM 15' FROM RR CENTER ~E)
WIRE CABLE FENCE 4·- □- HIGH (TYPE B) SEE Z/S-22
(MINIMUM 15' FROM RR CENTER LINE)
--<>-0-0-0-0-0 HMO R.6JL ALONG P£0ESTRIAN RAMP, SEE 2/S-23 & 4/S-11 6' -4• HIGH WIRE MESH FENCE
!11 !1 1 111 11111 11 11111!
~~
™
1v,,:'. ;,I
rn
t- ----d
t • • • · • • · • 1 •
mmn F:❖:❖:•: l ~
--S-
-R~
T R O. W. .

CABLE GUARD R>JL. SINGLE WIRE, ~2• HIGH, SEE Y/S-21
LANDSCAPE TIE RET>JNING WAU. (3' !.tAXIMUM HEIGHT)
SEE: I & l.4/S-16
BOARD WALK OR VEHlaJLAR/PEDESTRIAN BRIDGE STRUCTURE
SEE S-1 THRU S-5, S-12
PEOESTRIAN TRAIL, TYPE I, SEE N/s-16
: ~f~i°§t,~~ITE (STAB LIZED) I
• GEOTEXTILE FABRIC
• 1:20 MAXIMUM GRADIENT
• 1% ~l~UM CROSSFLOW
PEDESTRIAN TRAL, lYPE II, SEE N/ S-16
: ~r~,ofuirft~ITE STASlUZED W/ NATIVE SOIL
• GEOTEXTILE FABRIC
• 1:20 MAXIMUM QWJ ENT !
• 1% MAXIMUM CROSSMW

EXISTING PEDESTRIAN TRAIL

EXISTING VEHICULAR ACCESS
RAILROAD BA1.l.AST
• NEW 8AUAST 2"~ M!N.

STD. SCRAA
RAllROAD BAUAST
• NEW 8AU.AST 4" -Et• DIAMETER

VERNAL BASIN
• PROVIDE PROTECTION

DURING CONSTRUCTION

EMERGENT WETLAND
• PROVIDE PROTEcnON

DURING CONSTRUCTION

TEMPORARY ACCESS ROAD

EXISTING SEWER IJNE

EXISTING RECLAIMED WATER LINE

BASELINE STATTONING

RIGHT-OF-WAY LINE
...ill]§]_ ,/ (2,.-6) PROPOSED GRADE REVATlON EX STING I GRADE ELEVATION $TA 101 +80.00 STA. ALONG BASELINE
/ 13.J5 LT OFFSET fROM BASE LINE.

PC· PONT a OJRVA TURE (BEGIN QJRVE)
PT -POINT~TN«.ENCY(ENCCLIRVE)
PCC-POMOfCCl,FOIJNOOJRVATIJRE
Construction Notes (NOTES f'ROM PHASE I WORK PROVIDED FOR CL.ARIFlCATION. NOT All NOTES WILL BE USED FOR PHASE II WORK.) 0 CONSTRUCT 5' PEDESTRIAN TRAIL W/ ADJACENT 5 '

VEHICULAR ACCESS (EMERGENCY & MAINTENANCE
VEHICLES ONLY), SEE N/S-16.
r,;'\ CONSTRUCT 4•-0• HIGH (TYPE B) CA8LE RAil FENCE, \V SEE Z/S-22. £,\ CONSTllUCT 4' -5" HIGH (lYPE A) CABLE RAIL FENCE,
\;_j SEE Z/ S-22. 0 VERNAL BASIN, PROTECT-IN-PLACE.
0 EXISTING SALT MARSH, PROTECT-IN-PLACE.
0 CONSTRUCT ELEVATED BOARDWALK, SEE S-1, S- 2
& S-7 FOR DETAIL
0 CONSTRUCT 10' PEOESTR~ TRAIL, SEE N/S- 16.
© REMOVE EXISTING WELDED WIRE M(SH FENCE.
0 CONSTRUCT NEW 6'-4• WELDED WIRE FENCE, SEE W/S-19 .
@ DEMOLISH EXISTING TIMBER BR DGE I INCLUDING ABLJTMENTS. SEE.G-29 0 CONSTRUCT NEW VEHICULAR BRIDGE, SEE S-7 &: S-8
FOR DETAILS.
@ CONSTRUCT CONCRETE ST>JRS, SEE 1/S-11 .
@ CONSTRUCT AT GRADE CROSSING, SEE R-03
® EXISTING VEHICULAR ACCESS TO REMAIN, PROTECT-IN-PLACE. ® CONSTRUCT CONCRETE RAMP.
@ CONSTRUCT AT GRADE CROSSING,
(ADDnM: ALT. 2) SEE R-02
@ EXISTING PEDESTRIAN TRAIL TO REMAIN, PROTECT-IN-Pl.AC[. @ CONSTRUCT PEDESTRIAN BRIDGE, SEE S-7 & S-6.
@ CONSTRUCT PEDESTRIAN UNDERCROSSING,
SEE R-04.
@ EXISTING AT-GRADE CROSSING TO REMAIN. PROTECT-IN-Pl.ACE. @ ~;Mi~ ~~cN;Ns~:~~Co~:~T ~~=~~EE
4/S-10 &: 5/S-13 FOR STAIR SECTION C CAlAflA.
@ REMOVE EXISTING R1P-RAP AND REINSTALL O 1 1/2:1,
EXTEND TO 4' BROW SANO SURFACE AFITR Sf>JR/
RAMP CONSTRUCTION PER SPECIFICATIONS.
@ CONSTRUCT 42~ CABLE GUARDRAIL FENCE, SEE Y/ 5-21 .
@ CONSTRUCT UNDER CROSSING (DEDUCT ALT. 2). SEE R-01 .
@ CONSTRUCT RET>JNING WAU., SEE 2/S-10.
@ CONSTRUCT RETAINING WAl..1., SEE 3/ S-10.
® CONSTRUCT LANDSCAPE TIE WALL, TYPE 1 ,
SEE I/S-16.
@ CONSTRUCT LANDSCAPE TIE STEPS.

SEE O/S- 15.
@ VEHICULAR GATE. SCRRA REPRESENTATIVE TO APPROVE LOCATION IN THE flElD, SEE X/S-19. ® NATURAL SOIL - VEHICULAR 11.JRN AROUND AREA
® ;~!• ~~M~~z =~D~~~RI~~ ~~-aFRfoM :.~ ~~il1Nc
TRIM. @ RECONSTRUCT SLOPE O 1 1/2:1 EACH SIDE OF CHANNR WITH SURPWS RIP-RAP REMOVED FROM OTHER LOCATIONS. ® UTTER RECEPTACLE: SEE TT/S-20
@ BENCH, SEE BB/S-2D
® ~# ~~2~~€o'i~C~ E=). p\i:~~~ON
FOREST GREEN POLY DISPENSER Willi 8 FOOT
STEEL SECURITY CHANNEL AND 10· x1e·
ALUMINUM SIGN - "PLEASE CLEAN UP AFTER
YOUR DOG. PET WASTE TRANSMITS DISEASE-.

INGROUNO MOUNT WITH t 2" DIA. X 2' DEEP
CONCRETE FOOTING.
@ CONSTRUCT a·-o· WIDE RAMP. SEE S-13 & S-23
e CONSTRUCT 4' -a• WIDE PCC S DEWALK I
PER CrTY STANDARD ST-3.
® ~~~~l~R::~~S~~~6f ~Jl~~~N i4•
N4'( DIRECTION, THE l.lCI FACILITIES WILL BE
PROTECTED BY MINIMUM OF 1r OF 2-SACK

SLURRY OR SPLIT STEEL PIPE UNTIL SUCH
CLEARANCE CAN BE ACHIEVED. tNSTAU.ATION OF
PROTECTION Of" MCI FACILITIES 1S TO BE DONE

UNDER THE DIRECT SUPERVISION OF A MCI
DESIGNATED REPRES£NTATN£.
@ EXISTING HEADWALL PROTECT-IN- PLACE
Symbols

SECTION CALLOUT
SHEET NUMBER f UMBER
)NUMBER
(!) CONSlRUCTION NOTE ON THIS SHEET
NUMBER
xx
Sheet Index

TITLE SHEET

NOTES, VICINITY & KEY MAPS

SHEET INDEX, NOTES AND LEGEND

LEGAL DESCRIPTIONS

STAGING PLAN - NORTH BEACH TO BOCA OEL CANON
STAGING PLAN • BOCA DEL CANON TO CAUFIA
GRADING PLAN - SHEET 3
GRADING PLAN - SHEET -4
GAAOING PlAN - SHEET 6
GRADING Pl.AN • SHEET 7
GRADING PLAN • SHEET 8
GRADING PLAN - SHEET 18
DUE • PARTIAL SITE PLAN
EL PORTAL - PARTIAL SITE Pl.AN
HORIZONTAL CONTROL PLAN - SHEET 3
HORIZONTAL CONTROL PLAN - SHEET•
HORIZONTAL CONTROL PLAN· SHEET 6
HORIZONTAL CONTRO<. PL.AN- SHEET 7
HORIZONTAL CONTROL PLAN - SHEET 8
HORIZONTAL CONTROL Pl.AN· SHEET 18

01.E - STAIR Pl.AN & ELEVATtON

EL PORTAL- STAIR PLAN & ELEVATION

OWE & EL PORTAL- STAIR FRAMING DETAILS

OIJE & EL PORTAL- FOUNDATION DETAILS

DIJE & EL PORTAL- RALING DETAILS
OOARDWALK PLAN - SHEET 2
BOARDWALK ABUTMENT NO. DETAILS
FOUNOATKlN Pl.ANS & DETIALS
FOJNOATION PL.ANS & DETAILS
CONSTRUCTION DEllALS - SHEET 2
CONSmUCTION DETlALS - SHEET 5
CONSTRUCTION DETIALS - SHEET 6
CONSTRUCTION DETIALS • SHEET 8
OUE M.P.204 00 .

EL PORTAL M P.204.00 .

LOST WINOS M.P.205 60 .

MARIPOSA CROSSING M.PJOCX.xx
MAAIPOSACROSSING M.P.lOOUO(
MARIPOSA CROSSING M P . .xxx.xx
MARIPOSA CROSS NG M.P .xxx.xx
MARIPOSA UNDERCROSSING M.P.204.35
MARIPOSA UNDERCROSSING M.P.204 35 .

MARIPOSA UNDERCROSSING M.P .204 35 .

MARIPOSA UNDERCROSSING M.P .204 35 .

MARl'OSA UNOERCROSSING M.P .204.35
MARIPOSA UNDERCROSSING M.P 204 . 35 .

MARIPOSA UNOERCROSSING M.P 20-4.35 .

MARIPOSA UNDERCROSSING M P . .204.35
MARIPOSA UNDERCROSSING M P. 204 . .35
MARIPOSA UNDERCROSSING M.P .204.35
MARIPOSA UNDERCROSSING M.P-204.35
MARIPOSA UNDERCROSSING M P. .204 35 .

ELECTIRCAL LEGEND
SITE PLAN DIJE AND EL PORTAL (ELECTRICAl)

DIJE AND EL PORTAL DETAILS ELECTRICAL) (
LOST WINOS srrE PLAN (ELECTRICAL)

LOST WINOS DETAILS (ELECTRICAL)

MARIPOSA SITE PLAN (ELECTR CAL) I
· MARIPOSA SITE PLAN & DETAIL$ {ELECTRICAL)
IRRIGATION PLAN - SHEET 6
IRRIGATION PLAN - SHEET 7
IRRIGAITON PLAN - SHEET 8
IRRtGAITON • DETAJL I

IRRIGATION - DETAIL II
IRRIGATION - DETAIL Ill
LANDSCAPE PLAN • SHEET 6
LANDSCAPE PLAN • SHEET 7
LANDSCAPE PLAN • SHEET 8 .

LANCSCAPE LEGEND MID DETAIL
MARKER/SIGN PLAN - SHEET 3
MARKER/SIGN PLAN - SHEET 4
10 NUMBERS SHOWN ON THE CURVE NI TERSECTION ® ~~~~~=-~6~0SCAPE TIE WALL,lYF'E 2. NOTE:
~

DETAIL CALLOUT
SHEET NUMBER MARKER/SIGN PLAN - SHEET 6 MARKER/S GN I PLAN - SHEET 7 MARKER/S GN I PlAN - SHEET 8
~~~fgu~E~E~ ~L;OINTS SHOWN ON EACH ® 10. . MONUMENT, SEE V/S-18. MARKER/S GN I PLAN· SHEET 18 MARKER/S GN I OETAIL • SHEET 1 ~ CONSTRUCT STONE WALL, SEE O/S-16. W \::Y ~ SEE SHEET X•XX FOR DETAIL ® LANDSCAPE BOULDERS (SCRRA RJP RAP). SEE L/ S-16.

MARKER/SIGN DETlAL • SHEET 2
MARKER/SIGN DETIAL - SHEET 3
- i)[SICHED 9Y NJC • . ~ RAIL CORRIDOR PEDESTRIAN BEACH TRAIL OIIAWH BY .... OTY APPROVALS ON CO\ffi fill CKfO<ED BY CITY OF SAN CLEMENTE PROJECT NO. 11410 . -
~
FEDERAL PROJECT NO. STPLER 5274 (008) •ct1-
- ,,..,1,, _..._.,_ . , ... ~ ~mw.==
= = -·--- ~
- "'"'"" l>l -~ U,....,.. ~=0,CA92<18 -·-
•EV 1%
CATI' JN«.Jllff, 2008 1 ~~1,.•,no11 ""-- SHEET INDEX, NOTES AND LEGEND OA"I.§_ DESCRJPTION APP , 4.10 •.-~~;:,.- FM:909.1101!.am T-1 01
T-2 02
T-3 03
T-4 (M
T.S 05
T-6 06
G-3 07
G-4 08
G-6 09
G-7 10
G,I 11
G-18 12
2C-1 13
2C-2 14
C-3 15
C4 16
C-6 17
C-7 16
C-6 19
C-18 20
2S-1 21
2S-2 22
2S-3 23
28--4 24
2S-5 25
S 2 - 26
S-6 27
5-6 28

5.9 29
S-16 30 S -19 31
S-20 32
S·22 33
2R-01 34
2R-02 35
2R--03 36
2R-04 37
2R--OS 38
2R-06 39
2R-O"/ 40
2R--Oli .,
2R--Oll 42
2R-10 43
2R-11 44
2R·12 45
2R-13 46
2R-14 47
2R-15 48
2R-16 49
2R-11 50
2R-16 51
2R-19 52
E-01 53
E-02 54
E-03 55
E-04 56
E-05 57
E-06 58
E-07 59
I .. 60
1-7 81
1-6 62
1-23 63

1..24 54
1-25 65
L .. 66
L-7 67
L-6 68 L 23 - 69
M-3 70
.... 71
M-6 72
M-7 73
.... 74
M-18 75
M-23 76
M-24 77
M-25 78
r-nu"Tl) .. ,..T ~u·,
,.,..,,..,_, ""·
DR.V<NC NO. T _ 3
REVISION SHEET NO.
03 O' 78
SCAL£
NONE
i
31 Bi
h
;1 jl
:;:..
ii
g; ~- REV~ DATE
EXHIBIT '"C· 1"
srrE DESCRIPTION
"' PEDESTRIAN RAllR0AD CROSSING
..
"C(JE COURT AT GRADE CROSStNG•
THAT l"ORTION OF TllE IEXtSTING OC:To\.UFTROIJNI( RM..RO,\O RIGHT-OF.WAY. IN THE CfTYOF SAN a.EMEHTl, COllfffi'OF 0AAHGE. STATI: OF CAUFORIM. MORE PARTICUt.ARI. Y OESCRl8ED AS FOU.CM'S:

COMMENCING AT OMNGr: COUNTY ~ (OCS) OPS CONTROL STATION NO. 443$1R1 AT THE CENT!R L.t4E INTERSECTION OI CAUE PLENTE ANO WEST ~ $AID STATION BElHG A PK NAIL AND BRASS W~ STAMPED "I.$ 531.2"; n-.

CALIFORNIA STATE Pl,.AN!:COOROINATES OF SAO STATION MO. 4430R1 AS PUBUSHEtl {IN U.S. SURVEY FEET) IN THE 0CS HORIZONTAi. CONTROL SYST£M ARE: NORTttNG "

2.102.115.llSDAND EASTN3 • 1. 142,D.312 (EPOOt 1901.35); THENCE NORTH ar ~ YI' WEST A OISTANCe 01' 1,M7.2~ FEET TOA POINT 1N THE CENTERUHE Of THE EXISTING TRACkSOf THE .+.BOVE DESCRIBED fWLRCW> RIGHT• OF.WAY, SAID POINf BEIHG THE TRUE~ Ol'BEGaeafrlG OF THE "0lJE CROSSING' SITE, BSMG A 1UO FOOT WIDE STRJf OF I.ANOUDilG ' 11.44 FEET NORTHEM'I" ANO 7.51! FEET SOl1THERLY. 80Tli MEASURED AT RtGHT ANGLES TO THE FOUOWIHG TWO DESCRIBED CEWTtR UHES.

FROM &JO TAUi!! fl'OWT OF BEGINNING NORTM ,e·-, 38' EAST, 20 00 . f'EET TO TltE EASTERL YTalMIHUS OF 6'JO carrER LINE,
AHO FROM SAID nu.I! P0W1 OF ~. SOIJTH 56" V 35'" WES'T, 20..00 FEET TO THEWEST!RLYTERMINUSOFSNDCfNTERUNE .

THE A.BO~ OESCRtllED PARCEL OF LANO CONTAINS 5-40 SQUARE FEET (0.01 ACRES).

MORE OR LEGG.

PREPARED IN THE Off"ICES OF KDM Ml;IUOl,\N, nc
/.~~o/7': "·•f-~
E.KEITHl<LAGGE,P.LS. QOD(CA) DA.TE
LICENSE EXP1RES8-J0.04
EXHIBIT 'C-1'

DEED PLAT
'DIJE CDURT AT GRADE: CROSSING'
~~~::~;EDFO.l.SPK~'f:'~D l 1~ L
ATC/LINT. C>U.EPUENTtitWEST~_J 1~ ' ~ llffiAH~ ~---
CN...ll I PV£XfE N.r.s.
-~if i
-1',t,
~•V SET SPIKE le WASHER STAMPED ~J ~~~~STA.", N 56" 4!t 36" E ~
i
'-'""" D ClESCIIU'T10M AA£A .. &40 •I- S<t. n. (0.01 AcrN) NOT£: HORl10NTM. COMOINAITS ARE 0CS EfOCl1 1991.35
P .O.C. POINT OF CCUEICEMENT
T.f'.O.B. mJE POINT OF BEGINNING
1~ - 2lmlmblrtSl,S111710 (J(/ ~ ,,. KDM MERIDIAN l ,t c,(,,6;,t,,.,.J•-,,. . uiMofar-. CA fflJO L 1C1J111 ~l'Ui 4300 (CA)D,l."lt
,.._ .. 1'M7l'I 1.JCD151EIDNl::5•~ f-=14t-~

DESCRIPTION APP
'EXH BIT I "A"

SITE DESCRIPTION
'" PEDESTR1",N RAILROAD CROSSINC
" "EL PORTAL AT GRADE CROSSING"
T HAT PORTION Of THE UISTING OCTA.t,ETROI..INKRAILROAORIGHT-OF-WA.Y, IN THE.

Cl TY Of SIii' CLEMENTE. COUNTY or OR,1,NGE STATE Of CALFOONIA MORE PAATICUl.,\Rl Y DESCRIBED AS f0UOW5
COMMENCING AT ORANGE COUNTY SURVEYORS (OCS) Of'S CONTTrol STATION NO uJ~R1 AT THE CENTER LINE INTERSECTION Of CALLE PUENTE AND WEST CANADA.

SAID ~TA.TION BEING A PK NAIL N-10 SRASS WASHER STAMPEO "LS 5312': rrtE CALJFORNIA STATE Pu.NE COORDl/'tATESOF SAID STATION NO 4'1!9RI AS PUBUSHEO (IN US. SURVEY FEET IN THE OCS . CCS - 83. ZONE \I! (EPOCH 1~1 35) H:lfUZONI~ Co+ITROL SYSTEM ARE: NORTHING • 2, 102.1159119 Atltl EA.STING"'~- 1•2.IJ6S 312 THEHCE SOUTH 80' 01 " 05.' WEST A DISTANCE Of l .72e 05 FEET TO A PCINT IN fHE CENTERLINE Of THE EXl!mNC rR,r,CKS OF THE ABOVE OESCRIBEO RAILROAD RIG/1f.

OF·WM, SAIO POINT BEING THE TRUE POINT Of S!!Gl""4RiG Of THE ·el f'ORT,1,1. AT GRAOf CROSSING" SITE, BEING A :.!' 50 FEET 'MOE STRIP OF LAND LYING 13 00 FEET NORTHERLY ANO 11.50 FEET SOUTl-4:.RLY, BOTH MEASUReO AT RIGCT ANGLES TO Ti"IE

FOLLOWING WO T DESCRIBED CENTER UNES
FROM 3At0 TRUE POINT OF SEGINtlNG NOftTI-t 56" SI' 39· Eo\ST, 15 00 ffEl TO THE l!ASTE/IL Y TERMINUS OF SA.JO CENTER LINE..
..V.0 FROM SAiO TRUE P'OIHT Of BEGINNI~. SOVIH !56' s,· :ig· WEST, S4 25. FEET TO THEWES1ERL~ ·reRMINUS OF SAJO CENTER LINE
THE AWVE OCSCRl!lED rAACEL OF V,NO CONTAINS UU)T SQVAAE FEET (0,CM .0.CRES)

MORE OR LESS
PREPAAEO IN THE OFFICES OF KOM t.lEROlAN . INC
~ -
_,.... RICHAADC. MAHER.P.L S. 766,,1 {CAI DATE
LICENSE EXPIRES 11-3Ul7

EXHIBIT 'B'
PLAT TO ACCaMPAHY LEGAL DESCRIPTIOi
'EL PORTAL AT GRADE CROSSING'
oc, c"' I "~" - ro ~ . 'l l L NIJL 6: BRASS WASHCR ST~PEO I "I.$ S.312 " AT C/L NT. CAL.U: 1
P\Jo;~, & r:r. w9 ~ ~ .11 .. ,lle,J ~ -·- CMJ.£ I PUENTE ]
I} I
Is{ '
~~r; c7,,;;: r,,"7-- SET SPIKE & WAS"£1'1 Sfl,,),APE!l "KDM IJERlOIAN GPS STA •• N I C/L OF TRACKS. i rpo.e N 210rn1r;.7zf / E. 614!1(19.J86
__ ··,cc-•,: __ : __ = _ .,,_1-'""'2\~c:u".'.::~.-::c:c:ccc I s QF E)(l§TI"IG Tf½CKS
I

1.~1 .. ,1
LfGfNO ~ D OCSCRtPT1011 ARE.'- - 1,69? +/- s... Ft (o.o• .-.crn) HOtE,; HOill.i:ONTAL COOROtNATi.S "RE OCS (POCH 111\11.J$ P 0. C. . PQ!HT CF CQW,jENCEMtNT T P. O. B. , ~ POINT or BCCINNIN:;
[JI
NLC
"""
JANUARY. 2009
EXH BIT I .. A"

SITE DESCRIPTION
"" PEDESTRIAN RAILROAD CROSSING
.,
~MARIPOSA UNDER CROSSING"
THAT POATJON OF TilE EXISTING OCTA -METROUNt< RAILROAD RIGrlT ..OF W- AT. IN THE CITY OF SA.N C LEMENTE. COU/'iTY OF ORANGE. STATE OF CAUFORNIA. tAORE PARTICULARLY DESCRIBED AS FOllOWS
COMMENC NG I AT OR.ANGE COUNTY SUIIVEYORS 0Cs { ) OPS CONTROL STATJOH NO. 4"39R 1 AT TliE CENTER LINE ,INTERSEcnoN Of CA.I.LE PUE1'1TE ANO WEST CANADA.

S,,.10 STATION BEING; A PK MAIL MIO BRASS WASM~ STAMPED '!.S 5117. 1HE CALJFORN!A STATE PlANE COORDINATES 01' $AID STATION t.O 4439R1 ,s . PUBLISHED (IN US SURVEY FEETI IN THE 0CS CCS-113, ZONE VI (EPOCH 1991.lS) HOR!ZONTAL CONTROL SYSTEM AAE: NORTHING~ 2,102, !1~gg9ANO EASTING "6 1-42,859 312, THENCE SOUTH 29• '41 ' 1,e· WEST A DISTANCE OF 1 553 , 20 . FEET TO A POINT IN THE CEN'Tc:RLINE OF THE EXISTING TRACXS Of" THE ASOVE DESCRIBED RAILROAD RIGHT- ~•WAY
THENCE NORTH 30" 5,4· 23· EAST, 15.00 FEET TO TI-IE Tf!UEPO MT I OF BEGINNING TI--IENC E TKE FOlLOl,"1NG NINE COURSES
1) NORTH 50• OS" l T 'M:ST. 7.50 FEEl:
2/ SOUTH J9" 5'" 2J' n1:ST. 20 00 FEET;
3] NORTH so• 05 l7' WEST, 29 00 . FEET
4) SOUTH 39' 5-ol' 23" YYESl, J7.90FEET.
5i SOUTH 5G' OS Jr EAST, 37 00f . EET
Sf NORTHl9'"~"2J'EAST, 37!ill.1FEt;.T:

Tl NORTH!,O"OS' J7 ' WEST.2900FEET.
8) NORTH 39• !;.I' 23' EAST. 20 oe FEET
~l NORTH 50"0.5" J7•WEST. 7 50FEETTO THE TRUE l"OINT Of B!!OINNING ~~~~agR~E~~SCRlllED PARCEL OF LAND CONT .... tNS 3,057 SQUARE FEET \0.07 <\CRES) PREPARED N t THE OFFICES OF KOM ,-ERCltAN, INC.
~ - 3/i,/o6 R1cKAAOC~ ~s 1~ (CA) DATE
LICEl",'SE EXPIRES 12-31.01

EXHIBIT 'B'
PLAT TC ACCOMPANY L.(GAL DESCRIPTIDN
'MARIPOSA UNDER CROSSING'
ocs CPS I «aoRO - m.~ ~ L 1-WL & e;w;s WASHER STM1?£D
"!.5 ~• z• ~T C/L INT. CAU.t
PUENT! & WEST ~
' "'t''l'H ••~ E s1Vd! 3 . -t--- CA.U..E PUENTE
\ 7 ~.v 1
SCT sPIPCE a; WASH£R STAM P'ED \ D~/~;o ~~ ~~§_:::•· + [ . 6142100.0~7 \ ..i\ •• . 1--,~
L£CENO
D ocscmrnoN ~EA - J,06~ ... /- Sq. n. (0 0. , ....,, .. ) NOTE: HOlilZONTAL COOROINAT'ES IN ll-1[ OCS CCS • 8J.

ZOM: VI, (EPOCH 1g91.J5)
P,C.C. POINT Of" COl,O,IENCCM.:.NT
I.P.o.e . TRUE POINT or B[Cl:,.ONINC
\
L_,. 221'l.2 ~ St., Stt 1710 ;~,;"''"/,1"~ 3'/J',. rwl KDM MERIDIAN l ~ .,,,w, li.<1 h1rcrt, C-' i 2Ul J!OW10 C. MIIH(ll:, ,U 1:lll4 (CA) OAT£ ~-s-o~~n=• u:Dl5£ °"""s 12/)1/fJ,
>---_RA_I_L_C_O_R_R_ID_O_R_P_E_D_E_S_T_R_IA_N_B_E_A_C_H_T_RAI_L __.~:::i"t r CITY OF SAN CLEMENTE PROJECT NO. 11410 T- 4
FEDERAL PROJECT NO. STPLER 5274 (008) RE'¥1SION I SHEET NO. 0-4 OF 78

LEGAL DESCRIPTIONS SCALE NONE
32 1!
H
J
i~ §:,_
§I
n
- --------....:...-___
- -··- -·
NOTES:

1. PROTECT All VERN.AL POOLS, EMERGING WETl..ANDS
WITHIN 4' ~IGH ORANGE CONSTRUCTION FENCING.

2. MATERIAL STORAGE LIMITED TO CONDITIONS OF
SECTkJN 01500, CONSTRUCTION FACILITIES ANO

TEMPORARY CONTROLS
REV~ OATE OESC:R JPTION
r~--\:~~3•
~
LE I - \
7 ~-
·---=====--·~t-Je·-'-- - ---..
-.::::------- AT-GRADE CROSSING &

BEACH ACCESS STAIRS
i r, I -1·_i,·- ~ " ·-~
l . ., l'"J. tf-;"f; tj.~-1 -rirn ~ r==r, - 1 "=-~ _ _ I'- -~I f i ~ PHASE 11 • EL PORTAL

AT,GRADE CROSSING &
BEAD! Aa:ESS STAIRS
-- -- ~_::...----=-------:..:..-
W ==- --:::::-::;--::-- -~-- - -· ~~:=--=I
----~~ -
______ _i3. 1liE ADDRESS OF THE PROPERTY ifHe cONTRAcroR CAN use _A_s __
STORAGE/STAGING AREA DURING lHE COURSE OF THE PROJECT IS: 370 AVENIDA PICO SAN CLEMENTE. THE CONTRACTOR IS REQU RED I TO SCREEN /ILL STROAGEAND MAINTAIN 11-E PROPERTY "5 REQUIRED BY lHE crrv. ALL COMTRACTOR'S OPERAllONS ON THIS PROPERTY IS SUBJECT TO All TERMS OF THE CONTRACT DOCUMENTS AtlJ UPON COMPLETION OF TrlE WORK THE CONTRACTOR MUST RElURN THE PROPERTY TO THE ClTY IN IBE SAME OONDITION AS PROVIDED BY THE aTY.

OCSIGN[l)B'r'
APPJ
WILSON ~ ~AltT'r'LlNE .
••• •••••~••• • ~=OCAa:z.coa , ~ .=:.~ "'--

EXISTING RAILROAD TRACKS

COITTRACTOR TO WJNTAIN
MIN. 15' CLEARANCE i, 50' 100' 200· GRAPHIC SCAl£: 1"•100'

RAIL CORRIDOR PEDESTRIAN BEACH TRAIL
CITY OF SAN CLEMENTE PROJECT NO. 11410
FEDERAL PROJECT NO. STPLER 5274 (008)

STAGING PLAN - NORTH BEACH TO BOCA DEL CANON
CONlRACT NO,
DRA.,NC NO. T -5
REVISION I SHEET NO.
05 OF 78
SCAl£ 1"=100'
33 ·1- I \.'.: 1 1\- I ___ .,_,... · ----•~;,- -- -s;:_r:::,-·-\-::::::L:J···-,•- · - - · -/ ---:~ ~ ~- ~-~=~~{~~,}\.,.-:;:;:,-;yr\ \ ~ ~\,P-~ \

PHASE II - LOST WINDS

AT-GRADE CROSSING &

BEACH ACCESS STAIRS
-·-----=-=-~ ---?r::--~--~--=====~- 1
- - MoNTALVO~~~~~ - - ~ !!
li
-~ ::. ~-
lRAIL ACCESS
MATERIALS STORAGEALL MATERIALS MUST BE

KEPT OUT OF THE
PARKINGAREAAf.O

VEHICULAR TAAFFIC MUST

BE ABLE TO USE PARJONG
AREA. (APPRX. 41X35')

EXJSTING RAILROAD TRACKS

CONTRACTOR TO MAINTAIN
MIN. 15' CLEARANCE
---~
"") I I I I I I I''""'""" I I I I aTf APPROVN.S ~ CO\ffi ~ITT ~ ii
H R~V~ DATE OESCRIPT JON APPJ
HANSON V,WHO WIL SUITE. sPrr .nnuf9i~ ~~INO, C.-. .=:~
FAJ::II09.:=
c,,~--:llll'll

BRIDGE (NAP)

EXISTING RAILROAD TRACKS

CONTRACTOR TO MAINTAIN
MIN. 15' CLEARANCE
50• ,oo· 200'
~
l:IW'HIC SCALE: 1"•100'

RAIL CORRIDOR PEDESTRIAN BEACH TRAIL
CITY OF SAN CLEMENTE PROJECT NO. 11410
FEDERAL PROJECT NO. STPLER 5274 (008)

STAGING PLAN - BOCA DEL CANON TO CALAFIA
CONTRACT NO.

ORA.,NG NO. T-6
RE\IISION I SHEET NO.
06 OF 78
SCALE 1"=100'
i
34 a!
• i§
.~
H ~· ►; 3d
u ~ 0:: 0 3::

I
I
--L----
-
-
r-- ~=1 __ _
Sl.A-, 11 1 +40 0C . 21.40

40.10 LT (21.70) -\
STA 111+10.00 21.40

38.11 LT (21J)0) 40/
I
I 0
! I
\ I'-
\ (Y)
\ o, \
r-- -------7
I I
STA i 1H 60 00 . 21.60 / I
@82 LT (21.60)/I ----- · ___,,1 ------------- --- - -- DO ~ 20 ~t - -- ---...._ I ~ '---=~--SJA 113;50.00 20 . ~ .lO
1 ,n g.fii-....:_ . (19 902.__ . --·--
13t.75~~
(19.90/
I
DIJ~
I
I
I
~'SI- ~
. I
~~: - z
--1 .

C)
3:
0 w
w
(/)
i . -
W •
::.... - ..J __ -_-_-__ -- - - - ------------------ ?--_ - - - + ~ - - ·-_-_-_-_-_-_ __ - ~~~~;.;;.;~ 't-r---'-~=: :r! ·
-
-
~
- ~===~8i~~~! - ~~~~=~~~~[~~~;~~;;~;~~~~~~ .. ~· =~ ~I -~ I ~ " --c::::=--=---- _, I -- Q_ -- - - ~ - - · ---~ _ _,_,./'_ --- - ·--
--
-
-=--=- - ---- - ~ - ~ -=-:- _ ;: f>~ ~ - - - -, - -r
---- RIP RAP ----=- ~ '--' . --- - ~ - _ _ _ .
il~----~--
--------
-~=--t-_~em-~==~-~ ~~::~~:~~~~~=~~~~~~~i
--
-
- --
-
-
. -1 22 "' ~, -----------
~ -- ---------
-- ---- ---
-----==-=------
-~===-1
--
-
- ----
---.._____________ _____________ ----=---------====--------- f- ~-=--=------------- -
-
-
-----~ -
__ _ _ _:r?~DT-
------ --- --- ------ --------------=-- -~ -- ---- - -- 2 2 _ _ CONSTRUCTION NOTES: ----------- - ------------- - - - - - - - - - ----5 ------ ~ - - ---------- - ------ -------------- (D CONSTRUCT 5' PEDESTRIAN TRAIL W/ ADJACENT 5' ® BENCH SEE BB/S-20 ----- ---------- ---· ---- - - ---------- _ _ _ VEHICULAR ACCESS (EMERGENCY & I.WNTENANCE - ,
VEHICLES ONLY), SEE N/S-16. @ DOG WASTE RECEPTACLE: eAGGIT PET STA110N 0 CONSTRUCT 4'-o" HIGH (TYPE 8) CABLE RAJL FENCE, ~~iE:~0c-Ri~-~i~ ~~:P~°i't~)W1r~C8LUf&n SEE Z/S-l2. STEEL SECURITY CHANNEL ANO 10• X18" 0 VERNAL . BASIN, PROTECT-IN- PLACE. ALUMINUM SIGN - "Pl,.EASE CLEAN UP AFTER YOUR DOG. PET WASTE TRANSMITS DISEASE". 0 EXISTING SALT MARSH, PROTECT-IN-PLACE. ~iii~~~ ~g~:t'ITH 12" DIA. X 2" DEEP @ EXISTING PEDESTRIAN TIU.IL TO REMAIN, PROTECT-IN-PLACE. @ 1.0. MONUIJENT, SEE V/S-18. ® LITTER RECEPTACLE: SEE TT/S-20 ---:=.
___ - -----.--------- ~'
.. . ·. . . . >rft1'!¥t"1'!13:ffi" \.!.~'§ -
. . - ". , ~l!ffi;==--- . «· .
-
. tt, 0,." .
~
~ - . ·- - sc,u:
~ -
:::," : • QTY APffiOVM.S 00 C(MR ~EET fr.Al of§:~~"'- RAIL CORRIDOR PEDESTRIAN BEACH TRAIL ~::;i1.:
0 -
.,. ""''""""' t----------==-.J ~ CITY OF SAN CLEMENTE PROJECT NO. 11410 G-3 .,. ~~- ~
i~::""~~~• -•~= FEDERAL PROJECT NO. STPLER 5274 (008) R<'-'SJON 5:~• 0 7~ OATE ~ti;;:.11; S»IBERHARCNO.CAl:lO -•-
REV~ DATE I DESCRIPTION -~APeJ I JMJllft, zoos ,owm-1701 . m:::.::= r,,.,-...,,. GRADING PLAN - SHEET 3 SCALE 1·=20' ~
35 T
-~ ~"
T ~~ g ~ si
!
;~
-
• g! ~ n
~, ~- ,j \
'
, \ ", \ ' \ "~ ·- ~ \
~
~ -"- \
_ = -----40-:::±:'.~= -
--1 -~ - ---- -35-J___ - f 2084 LT - -- (19 oor- , . / - --- -30-
w
~~! 1:=--= (.)Z:: ---.
!;;: - - - ~- ~ - - - --
I
I
I
I
f

I EL PORTAL -- I I I
I i
I I
! I
! I
I I
I I
I I I~ I I I I ' o I
1 _ I ------. ---- -
---~--------->- ~ / '-- ~---- -- -------~~ ----::. ·- "--~-~- -- - --- - ------------- - ---1-----.c_o....___ __ ~--- --- - ~ ------ ------- -- --- ~-~ ---- -~- _i___ 5 - --- ~ ---- ----
---
-
~ - ~,_ ------~ ~ ' '
- -r~..::~~:~ c _ ~---=:---- - _c --; - =: ;!ili}~-~f\()~~r- 4f ha ' ,,,...,., ... _ .Bill_ - - --:----..______;_ __ J,c=Hf- -- 7 -- , 1r1
~~~-~::::~======~~2 ~~
,
- --_ - _ 0 ~ __} '.:), / _j - -- R.u.w.
---~ l -- --------------------- -- - --~!~-~-28 ---- c2 ----=-L - ELINE L Di ------ _ ___ __ - _ ·-:::
------ - --5- - ---- -- --------------------'------::::: - - - ? ~ - -- ------ REV ◄ DA.TE CONSTRUCTION NOTES: - --- ---- ---- --------=-=--_ -- -------:-- ----=========--- · -...._,..._ ___ ---- ·· --- 0 CONSTRUCT 5' PEDESTRIAN lRAIL W/ ADJACENT 5' VEHICUlAR ACCESS (El.1ERGENCY & MAINTENANCE VEHICLES ONLY), SEE N/S- 16. 0 CONSTRUCT 4' - 0" HGH I (TYPE B) CABLE R.OJ L FENCE. SEE Z/S-22. 0 VERNAL BASIN, PROTECT-IN-PLACE. . @ CONSTRUCT LANDSCAPE TIE WAU, TYPE 1, SEE !/S- 16. · ® I.D. MONUMENT, SEE V/S- 18. ® VEHICUlAR CATE. SCRRA REPRESENTATIVE TO APPROVE LOCATION IN THE FlELO, SEE Z/S- 19. @ NATURAL SOIL - · ~ICULAR TURN AAOUND AREA. DESCRIPTIO,,, A.PPJ ® UTTER RECEPTACLE: SEE TT/S-20 ® ~ :~2~~:1~c~R ~;t). p~C~~irN FOREST GREEN POLY DISPENSER wm-1 B FOOT STEEL SECURITY CHANNEL AND 10" x1a- AWMINUM SIGN - "PlfASE CLEAN UP AITTR YOUR DOG. PET WAST£ TRANSI.AITS OISEASE- INGROUND MOUNT WITH 12'" DIA X 2' DEEP CONCRETE FOOTING. Dt'.SKltG &Y C1M "''"'".,. .... (>ECKEi).,. - ~ "'-"'CE - om: ,IIHUARY, 200I I 21,w.HOSPtJAUrYLANt: sums .. SAH81eJ:1NAADINO.CAt2«:111 TEl:D.90&-8000 f~IIOU06111m ,,,., '~r!'~~~P'~.!1s ~ · W'f#1g~ ·--~, ... ~""'C-e;p ---;CYPLAN ~ 0 :: _ ~~ ~ RAIL CORRIDOR PEDESTRIAN BEACH TRAIL ,~,Al.NG NO. ~ CITY OF SAN CLEMENTE PROJECT NO. 11410 G-4 FEDERAL PROJECT NO. STPLER 5274 (008) REVISION GRADING PLAN , - SHEET 4 SCALE Sl-£ET NO. 08 Of 78 1·:20' 36 \
\ (\J !'••,
'-._ I ) ---.
____ ( ___./ -------------------..... ----....._
n.., -- ·- J/\ ---
j > . -------------·
, (_ 11\\~ 1
~~ 6-~~ ____./ ~~~\' J ~~:::::::=:-~----~
_____ go~------:::---------- 50 . -------__::::::.-~ -------__,-- _.,i ) --- _::-.,-t_=----="~ 7 0- ~--~ _-::
~.
-~-::::-~--~~--~- - __:---~ ____:-,,----~=-=--------- -~~ ~ --- . -~/~~. o-- ~--- - ----~
/ -
---------
0(j ._ 'j,__
\ ~\ JC·40 l -- 103_ Mf,R1PqsA
\ \ .
. \ ~ / "
"' ,~:~\~,- l. ~
!, cg- , --- ----- . 0-:\'
- ~ .-1~ ·· -------- ..----:: ---r 0
.---- -- ..-- \YJr \loo,_~\\-- - ~.., - - ..-_.;::::;.....-i ;!;; ---
~ g j -=- j=-- . ~-'5 ~...:...-<~ _;,.--,r -------- ✓ """"" .------:Y~~ --- ---- ~ I-~~.::::- -- ~rIDIPORARY -c $'ROl,j) . ----'~------ - - - -~. ~ ------- -~ - ~ -~::__......-..---- 0 --- ~ -
..
--
----
~~
~
-/. - /
---~~-
- --- --- ~ - - J - --"'--- --=-----::::::=--~ - - - - ~ ~-- ---- ---
-
,,.,----- ~ .
---
L~:_:..:---------=---~ ~----~---------
--
------ -----
------
-------------·----------
CONSTRUCTION NOTES:
© CONSTRUCT ELEVATEO BOARDWALK, SEE S-1, S-2
& S-7 FOR DETAIL 0 CONSTRUCT PEDESTRIAN TRAIL. SEE N/S-1 6. ® CONSTRUCT a' -o" WIDE RAMP NO. J.

SEE S- 13
...,,,mii;fij~M2i:€.,2!_,~~•c'}'fflii ~ 'ffl?'m: :.E:"7.,...,..,, -~ _____.:_L!........i,.._~ - ~ 010' 20'

KEYPLAN

DOR PEDESTRIAN

AN CLEMENTE PROJ
FEDERAL PROJECT NO. STPLE
GRADING p, <>N -
37 I r<~,,~ I
i
I ! I I
I /
, I I
I
I ~ I ~-i.v---
~---·
J ~~ /4
------
---
-----
~
' ---------- :,0
__ :........---_,/
~-------'2 "i
~z
~~- : ~----4::--- -1w •"'" - -----'
-t~~~Ec:::::+_.,====~[~-:--- _>~-~__:=::-=--=-~ / ~-= ::s,-- ~ ~ 20'_ _____ _,_: - ;;::::~;:
~--- - .:. 8 C -------- -
------- '!.-~ \- -- 0 ' ---------::::::--___::::;;;::-~ . - _,,. --------~ ---
c:c~ ----cc - - · - ----------~-- -~ -___;---- - - - _;;:-~- ' - - -~ ---- ~ - - - -- cc-_ - ~ - --- -- - - - --------- - - ---
,,. /,l...~ -- --/- ~ - -~ _- I
~
-
--
-
- ;;, ~ - -
--- ---- -
0 CONSTRUCTION NOTES· ~---------~---- . ~ --------
'°~ - / -'°- ,· ··-' ---------------------- VEHICLES o~~ESS (EMERGEN~L W/ ADJACENT s· 0 CONSTRUCT 4' ' •SEE N/S-16. & WJNTENANCE (-:;\ SEE Z/S-22, - 5 HIGH (NPE A) GAS
I.:.} CONSTRUCT PED UE RAIL FENCE
r.;-_ ESTRIAN TRAJ ' ~ VEHICULAR C L, SEE N/S-16
LOCATION IN A~ SCRRA REPRES - ® BENCH, SEE FIELD, SEE xA'.'i~wE ro APPROVE BB/ S-20 , -- ~_,.s~-·~~ - .,;__' _ ~' ,, ® ~ -
KEYPLAN ~ 0 10• zo• -~:-
'Z)' CP.Al'H!CSCALE ~ ~~-----~----
--~· RAIL CORRIDOR PEDESTRIAN BEA''LJ T- - ' ' CONTRW
CITY OF SAN CLEMENTE PROJECT ~~-
I I I 1~-·
,..',!ANSON :::~~=.,,,, _ FEDERAL PROJECT NO. STPL . ?;::0·"""' ._.,."""-'"""'"' GRADING PLAN - s ' i
38 !I
h
:l •• ..~-
~::.
i!
"i ~.

STA 1+9<.55
STA 1+89.21
SfA O+BB.91

7.04 RT

20.~7 LT
15,58 LT
I
9-22--051 PER ADA REVISIONS
REV-! DATE L Dfil>CRIPTION
ST" 2+32.-44
10 68 . RT, 31.0 TOW
STA 2+32.74

5.66 RT, 31.8 TOW
~-)!)/'"• -
--= - ~ -/~~ Di
::-~ - - - - _, -
-- - -- I I
__ ____ J....---
DESIG:N£1l BY
DRAWN eY
"""""" ~ "'""'
---
CN
....
-
MIS
.f,ppl '
DAlE .Wrl.JNIY, zg
-- ----------
~
I
-~
_-6fr-·i r:::-..:::.::-.::-_____ s'.)-- ----------·-'.... __________ :,o-
---~ - ------~ ~~------ 45
----~~------- 401
----------- STA 140-+40 ~ -- "-- J '
~ -
Ol
I
<:)
c:i
z
g
0 w
w
U)
5---_-_-_- - -__, i\\==-_-__---~o ~ ~ ® CONSTRUCT RETAINING WALL, SEE 2/S-10 ~ - ""'"'" I-, - - -~~E J!llULllIB~CR_RA_ RI_P ~ _), _ s~ _ L~2'__ ~ 1 } CONSTRUCT s· PEDESTRIAN TRAIL w/ ADJACENT s· --~~s~ck~D~~;~c SIDEWALK --,. .. , VEHICULAR ACCESS (EMERGENC't.-&--MAlN-TENANCE '4z\ AT ANY POINT WHERE niERE IS LESS THAN 24" VEHIct£S"ONC/), SEE N/ S-16. \c::/ CLEARANCE FROM EXISTING MCI FACILITIES IN 0 ~~s:,~:1/· ~ -5" HIGH (TYPE A~ CABLE RAIL FENCE. ~~~~~TI~, M~~ii1 ;:c~~!1~SF ~~~ 0 VERNAL BASIN, PROTECT-IN-PlACE. ~~Ng: ~IT8fT!~I~- y~~~~~N OF 0 CONSTRUCT PEDESTRIAN TPAJL, SEE N/S-16. ~:~~~c~~~ ~~E~f :~~~~~~o~s T~ O AB~iONE OESICNATED REPRESENTATIVE.
® ~~~S~~9: UNDER CROSS NG I (DEDUCT ALT. 2). @ EXISTING HEADWALL PROTECT-IN-PLACE:. _@ CONSTRUCT R~N NG I WALL, SEE 3/~10.'------ _J
.
- --"±?'"'R·ee:P ~§- 7 . . 0 .;.___,, . - ·-·· 0-~G,'·' 10·20· «)' • _
· Eel~~si==- KEYPLAN GRAPH< =
,..,_,

RAIL CORRIDOR PEDESTRIAN BEACH TRAIL
CITY OF SAN CLEMENTE PROJECT NO. 11410
FEDERAL PROJECT NO. STPLER 5274 (008)
COtfn:!ACT NO.

DRA'MNG NO. G-8
GRADING PLAN - SHEET 8
RE\I\SION I SHEET NO.
11 OF 78
SCALE 1'=20'
39 j I .

I
\
I.
i
I
I
I
I I
I I
/!
I i
l~
( I
I
\
(
(
U")
I
I
I
>
w
.
~
40 1!
i~
::1 IL
<
!:: -·
"i ~. R_~Y..d__QATE
<?-- --s;_- i -~ > \ > / + ' ·/- ,,-...._\
.
- c ·,-< , , i c\~ - - - I;. L "--:--S::::::..__-.=J-' c:_ ' ~· - ~ . . --~ ( . ·/· ~ I '-·~/-' C . ~ _,.. • • , ~-er~ -- •- -'-~ < + •
-•
, L---,':~ ,' ~ 7,;;~~ "
.
-!- . 0) ~- / ·
..,_ .. fr -...__,_ .;._ I + ·/· -f
-f ~
' . /· .,
-;.
--
-----
..
_
:, __ , __ ~....,;;_~ ::...__ ~~~-=:- ===~
--···--2 0 -·- ---·--·
20 ---- ~ ,,-_ --. . --- -t-r'D '( __ . --------tr--
------ --- f.'v_-
-------------
-----
--------
-----
----·---
------ ---~ - ·-_:::_-·-:~~ -~~- ~ - --
...-------- _ _, -- ---------- ---- - ---- .......-----., --------
- ------=====--==::::::::
______ :::-- ---==---------
1 i--- --- R/P-R AP
___ _
--
--- ---
-- ~ - - ---. -- - ------ - -~.:---=--=------------ ~ --~ --
.
~ -
- ---
~
------=-- "--··-···--- -- ------..:~ ---------
5' 10' 2!)'

DIJE PARTIAL SITE PLAN
~

DESIGNED DY
,OS
,OS
o_g_scR IPT JON APP .MNUMY, 20:JIS
GRAPHIC $CAL£: 1"-\0'
CONSTRUCTION NOTES:
0 CONSTRUCT STAI~, SEE 2S-1
© INSTALL RIPRAP, SEE SPECIFICATIONS
r-_R_A_IL_C_0R_R_ID_O_R_P_ED_E_S_TR_I_AN_B_E_A_CH---'T--R Ac:clL __ ___ ~::::ir"~o CITY OF SAN CLEMENTE PROJECT NO. 11410 2C-1
FEDERAL PROJECT NO. STPLER 5274 (008)

DIJE - PARTIAL SITE PLAN
REVISION I SHEET NO.
13 Of 78
SCA\.£ f,S NOTED
I
41 • i!
• I~
:1
g~
,
-
.
::'.;;..
ii
Ei ~. REV~ DATE
// _____ /_,/
-
-
··--- - - ,/'~·~ '
-- --= =-~ ~ - --- ,
- --==:~
·--------.c....--------•. _ __> L
__,_ < '- ' ' <: < -- .,,., ----------- ·--
,
- '
~
~::~~·
12·R~ ~ "-'<-• - r ------!n=r=m~
-.,,__,, __ ...:::::::-::=_ _
~ · <,--) - -------- - --------
C) >-----,- - --- ~ - -- ____/\
- -- --- I/ I - --- f,:;,=~ . - -- ) ---
- - - - - --- - - - ---
- c~ '-____ :::------. ____ -·
c:c___c=-- ~ "- - -- - --
-~-- :::::-- ------~ - --:=-_ _ _ _
~-
-
........ __ _ __ .
,,,,-------- ==----=---======-~---:::::::::::::_ __ _
--
-----
---
-
--
.

EL PORTAL PARTIAL SITE PLAN
20· ~
GRAPHIC SCJ.L£: r - 10' ::I V
5' 10·
CONSIBUCTION NOTES;
0 CONSTRUCT STAIR, SEE 2S-2
0 INSTALL RIPRAP, SEE SPECIFICATIONS
"" RAIL CORRIDOR PEDESTRIAN BEACH TRAIL ~:::t.~0
""'"""
DESCRIPTION AeP ,M)Nf't, 200II
CITY OF SAN CLEMENTE PROJECT NO. 11410 2C-2
FEDERAL PROJECT NO. STPLER 5274 (008}

EL PORTAL - PARTIAL SITE PLAN
REVIS1 0N I SHEET NO,
H Of 78

SCALE AS NOTED
42 a!
li ~ :ii ,-
:;~ '
•·
I
I I
---r-=:L
___
-
_ -✓--- ~--;-::______----._____ -------==::::::_-=::::::- ~ ----- ..... __ . ----.......____ _:::::::;o--4 _ -. ,a,u_ ~~:----.. -~ _::::::---- t - ------ ~~---=------ -- ~ ~~-~:- -....:_ -~ ===s=- -- / -----_,_-\=---.. --------- -~ -
-~- -~
.... _Q -----~ ~~-
.. ,_-------- ---✓RC !.INC
--e-i-..:
- ~F---- - -:....~-- -
"" =•~·" .. ,,. ' ' ~~ ---=--===-=-==--=------::-::.-:-:_- -- - -:;:===- ~ ::.-=c-::._::-=_:-::: _:-:::_~-=-=-- -::_·· -=-=- = ~ ::...:.:..=:~----- --- --------------- -- - --------
---
-7!:lt.\l'.
_ _..:,___ __ --- -·-1 ----- CURVc fJM!, ,---~
I ---
__ _ ...... _ I ARC I
l,iao;,"1 r :usi~f:!:'~! Jp r ,<o h ] __:_l](]__j
- ?4 1 ~-;;;:-;;;;, ''7" 1 ,.,.u, L~~
. I ,:::.-1
=.o· ,
6"24'5
2" 40' l
,8-;-58'5
I I ':':. 57' 18 j •u.e, / >< w . j 1· 04· 19~ ~4.2J' 39.~"·' d n /
I l__j
r· (;IJ'>
I ~-~~~~~-- .. , .. ,. ,_
··--------·-------·--··-··---·-·-···-·-···-7 !i"✓ f[R ~F.CilO~~ -r--== -==J .. '
~.
~;:-- _2,.:.__c_, 05 11:_1 ___ _ ~ 2_·_ u \ 21· , 1osno,a ' _10.so·. ~ ! ,s 0+73. 10 . ___ 2_4.:~e_-___L:,_I D IJ 4t- 110 + 10.42 1:J~ __ ':.:_ 2'.l 110+02.281--~~ f 39 0+73.88 ~~ _ ~~~ ! 110+61.9.3 __s~ •2J 110+1s.J2 43.26' u l 1 40 o+so.20 12.s · u 1 _ --1,0·.+gg_;s -- ~.12·_~T '€~ 110+61.15 48.12 ' ~'._ L41 Ot-82.44 -14.3~i . I 11 +34.J:2 ~4· LT ~ 110 -t- 7 1.68 46 81 t.T -1 42 0+50.57 2.5.9 ' RT I 8 l i +66.iS_1.-_54;37'1J -~f . 110+00-45 1 39.95 1=..!_ '13 54. 02 64.7' i.T L9i. 11+0208 ~.3 . .27' LT ~ -il1+JJ~ t/ Js 56----.---u . 44 o +6J.42 se.s' LT I . 1 10 11 1-+?B.59 2s.20· LT 1 2s ··\ ·, 11+48.55 40.92• u 45 0+1a.10 35. 1 • LT / .I i - I 111+85.35 ~ tr-·tf--- ~ - ~!lt-71.16 37.87' LT ·-~~- 0+78.86 27.41~1 I 111 +92.95 1.2J' Lr Jo 11 1 +82 89 . I 27.BJ' u 47 o+BJ.50 16.7! · LT I I j i Jj j 112-t·43.J0 1.21' LT 31 11 2+08. H 10.85' LT 48 0+9J.4J 7 9-Ef~ . 14/ 1i2+48.29 1.2 1' LT 32 11 2+48,19 10.84' LT 49 1+00 4.5J' LT 11 1 112+64.85 2.34' Lr 33 11J+16.26 20.H" LT 50 0+99 9,J 4.35 ' RT / ~d -~- UJ.±.QL.95 13.84' LT - ~ -.J"u;-91.98 25.73' U 5 , O·f86.0J 17 - :,,RT I I ·-
... 1">89 I.T JS l l<l+ lo-:-.tQ 2286 L! _ 52 Ot-49 73 29A7 RT I "<t' - ----------- - - ~ = J.144 '29" 4
-·- --..:..._-::- ..... __ ._,,;:~~- 749~-=={:- ~ ---------...._____ our,--~03,,- T ---
----'\_ __,.--- ----....,_ RADICS = 8621>--- - r-
--Z 1 -~DELT; _ = '.,';;':'.~~ -_$.- --..._,I__ N<C LENCTH, J92J' ----------- -- :~~~~~ ----~~~] \ --- - ~ci---, RAl>US .. , -<.]_6 46''-, .._ --\-. _ _ .\_ :S::
...__.,,,~--~, ~18 - -.....__ -==r =--==..::--1- - _ Cl i'la2 I J "- \- -----L --- ~~-- - ~~---~----- ._J
__ _j _________ ___ _ ~-----"' ""\-----!==:_~ ~-L ,en,.. ---------___.J,1 ___ - 1 H'"r' · .. RADUS -
----
_
--- ------=ttt- . _ -- - -- oo-, --- -1-/ -·--=-~ "'"" . """" L L
- ~--------------------
----
-
-
--,-
- •• =~ss · "
-
-"" _ 1 ..,__ --..K 1 - ~ ~ ,~ ------=----~---=:::.__ -- -- , 2 ?~ - ~ __ ~ _ J_ =/ -- _ oc ""'" ~'.:'._ ! - - -~--""~ _ t ~ I · ----=====-:._______----==------- --~ - -__ --::=--- -'----------==:::_fifUA---~c:.L --,s·,,:,so· 1 '- -• • IJS - • .,,___ ~ ---
-·-r---r- F
-.....__~ _ _ _ . ;:::ij- - I -:-=-::-:_-t:-~f=r::
------------------------- --
s----- -':£~~.:,:~ J -- - =-__:___::""'_~fl - --
-
r--:
~6~~~9\~
-~-
..
"'~9 \'~);e -
.. . . };Q;.C'i!'.f?'~~~:~_ ~ .
-~ - . ~ ·w'· ,~ r

DESIGNED BY
OEO<ED BY
-~
-
2UW.HOSPrTAUTYLANE
• SUITE!OO
=- KEYPLAN '"""'" =
'=-"..

ICONTRACT NO
AN BEACH TRAILDRA\\!NG ND. C-3 RAIL CORRIDOR PEDESTRI
CITY OF SAN CLEMEN1E PROJECT NO, 11410
FEDERAL PROJECT NO. STPLER 5274 (008) REVISION SHEET NO. 15 Of' 78 -, ~ii IREY~ DATE OESCR I PT I ON om SAN BERNARDINO, CA112Q TEL:909.901MOOO Fl>X:909.806.111'.m HORIZONTAL CONTROL PLAN - SHEET 3 SCALE 1"=20' i
43 ;!
fi
:! i!
:; ...
§~
"' ' \
'-1.,,_
'·,,
,_
-.,_ -
"'-, ' ·
\
\
\
\
I b =~--,,·on,·· RADIUS = 6.2 5' ARC LEN l 5 26'- .
=-4 ~'so 5 • ~!~i~s : 10' ~3- \
, - -- . -- CURVE INTERSECTION
b ·-· ·=-~--~----~~
I[' __ 1~-- -1-_ .~_f;>}~
~--H I H J_ _-~~~-ET I ._.'.~-----_I- ?"l;~T-1".'.'__ ! ~f~~ -"'-l~~~'.'_"_"___ ~~~ -- i I .2.. . _ !__ll H·9~. · ~9 _ /12.M' tr_j 17 1 _1111-20.00 __ z 6 2~~ _J~ L115r91 .24 J6.7J' u / · l ~ ... .. -_l_ ll':i-123.~~ ta__~_!_~.::.._T __ _, _ ~=r 117+24.6~ 2~_57' LT ~:___L_~17-f02. 08 58.:.~~~~ EL PORTAL __ , L __ 1 __ 11.5_+,-,_~ !~if , 9_8£_LT_ I ..!!'_ , 111na.11 2 ,12_'__L_i:_ 2 s I 117'01.n -~-:_•_'_.'::__ 14 t 114+1 3.J~. 11.35' LT 20 l 117+45.29 1t.14' LT .513 ! 17+06.37 58.94' ll I :

I 5 _ _J_ _ 116+27.8fl ____ 1_<;.63 ' LT 2 1__ 117169.5.3 09' ll I 37 I 117t01.53 41.03' L"I 1' I 6 j 116-t-35-:-ra 6.oa· Lr 22 11 7.i.95_4e ·1 .22· L.T [)el 117+05.72 J.).03 ' LT l2_ __ I ~~- -o 32 1 r 23 . 1 rn+-15.42 ·· l..:_5~ ~ 2_9 _ _1_ 11 1+23.BD 3 1.59· LT f l_~ J-·11eT.4f.J9 I 032 LT ~ - -~ -~24.4~j_J_-2_2~~~ 40 1 11?+49.50 1e 99· _ LT :
f 9 -r116+f139 1 602' IT 25 120+20.62 }4.66 ' LT 4; 1 17-n0.22 9 .04' LT I f ~~~ I 116-,J47 s1 -]461 LT 26 120+44.ss 2.95'. / L.T ~~ 1-1-~1+9s.s7 B.22· .LT / [11 l 1 6J+--6l.H i575' LT 27 114+93 . .5 4 l 17.25'LT 43 118 I· J4.70 6.J.7' l.T Di:L1A = .12'22 00 ' ~
R.A.O U! S = J3.24'
ARC LENGTH = 18. 78'
PJ 11]6+87. lJ 28.20' LT 29 115+56.26 -r 19.65' LT 45 120+2 1.31 9.62' LT I 1~- / -~ 1- f_+7~:!.!_ _ 21 2.3 LT .....?~ -~25+~~ _1_17 ~~ . 44 119+21.16 15.73' LT / I 14, ,, 7--.00.47 2 7.46 ' LT 30 1 l6+09.7 i / 20.69' LT 46 120+44.66 7.95' LT DELTA - 28'25'~r I 15 /117+03.05 26.02' LT 31 116-1·33.86 I 24.72' LT f-----+~-::::::_..,..'.""::::----1 I iu,s ----~~5 I 16 / 117~1 6 4.3 2598 l1 32 116+7838 2922' LT -- Jee IL() rnc,a 1 ~ -~ ~=! ~~~~
~;;___~~:
~ -~- ---- =---=---
_ _:-
~- ~---=:!~
I ~ :::;=--g8.JB --- AR~
~ - q.u -- b: ~~-,.,,.4'~ I"') \ RPOIUS "' I L"rlc---------=+7'05"·-- Qll = 48 67'
U C ~t@H = 23 .. 60'
·r------:::
~l-~ uEuA -~ KADiOs--- - ~ . ~~ = 39
ow
w
~l!i...::_ll.-2.) RAD ---~
.
--·-· DE.LTA -~
I RADIUS =
--1 -...AEf__':f''.:'.T" =
-==~~~-:~
I
1 ·
- N2101816.7 E61 1169.38
SPIKE &: WASHER STAMPED
•KDM MERIDIAN GPS STA"
________ ---J_____ .. ' - ----------- - - - ~-- - ·--- - --·-- -- ---------- ~, ' ~-- t Q --:-----<~-15- - ---- ~ ---- -~-----------....__ , .______ ·--,z ~7-~--'~-5- ·- :~~S=:__ --:.. ____ "--~--~~--------------- ~~~~~~ n ------.____ -- --- ----- ---------- ------\._ ---------...:: 40 nt;I H - 2650 • - -._ ~ _.,,,,,--- .......___ ...___ ~ - ------~ -~5-~ ,.,~,,-
~ ----.:?,•~- ----------- ------~~-----J ::!:l
. ,,. __ ,, __
-- -~,, ~ ~.,,~ """"- '°' . -= (/)
_
LENGTH ::: 38.13 ~- . AR€~= g].ff-------._RAOIU_S_~ ~ •----. --f~ - "'"- ~ --- --- ~ -- --s-=::::::- _ ~E~TH =~.:.~-- • .. Nrn~---- Rc - OcWc--,,:--- - --",-- ~-$~ ·----------- I - ---'-~ w ---= -- \_/ /\ "-;::6IT'rn'----=---+o:.1s54--I-- ------..-- ----,,,,,__~.J.__j_ -· ·-·· ·- ~ - . ~- . -
- ~- -_C ~~ ~~ ·~ ~~~~~,~~-- I
51 4"~ 2? / BASELINE ~i---:-i,f -
-
~
. ·5".--=-------=--
-
-
-
- -~
- -- -
-
-
-
-
--~
= ii.47:=._t--==- -. _1 - ,Us "'1.3ss.sg• ----------·--........_ _ ____________________ 1 RAD US I "" 48.2
ARC LENGTH = 16 32 .

DELTA = sr12'2
RADIUS = 14. ,a· 1
ARC LENGTH = 14. 16' - 1
= 12.35'---·:..------ - ----::::1---- _ ff'J LENGTH = 'lJ.:7s'f ~~ ~it ~-:::, :T ,~-----------
=- --__=~~~ ~~=- ~ ---- =- -- ----c-=ac=-_____ ~~- _ --·--=j L_0ELTA, :: 11ro1' 1J": --- - --~- ~-- --
~K'.:.' t.0 MERlOIJ..N CPS STA" - -- ------ ----- - - I RADIUS =- 2.24'
ARC LEMGfh ,.._ 4.57.

D£SIGNED BY
-
...
275 W. HOSPITM.rTYv.NE
'""'""
~-11§;~f'r".?'!'1'P:P'.1"_!pr@?P7? - _ :.,._,_ tt, 0 10' 20' 4()' KEYPLAN -~ GIW)HIC SCALE I RAIL CORRIDOR PEDESTRIAN BEACH TRAIL ~:::1.~0
CITY OF SAN CLEMENTE PROJECT NO. 11410 C-4
FEDERAL PROJECT NO STPLER 527 4 (008) REVISION I SHEET NO. 1 • 16 OF 78 Si ii! IR~V~ DATE o_;:scRIPTJON
SAN BERNARDINO, CA 92""8
Ta: !109.IOS-«OQ
FA.X:!I00.!06.!009
c.GIIIIIS'JIJl».!lll -·- "'- HORIZONTAL CONTROL PLAN - SHEET 4 SCAl£ 1"=20' 44 _ "ON ";JMO 33S =3NllH81Yr-1
.· -...
w
,_
.
0 lN1"l11 HIJ.N~ IIOJ.l'N:tU 1·-.----1,;;~ J.N:,,!iiiSirli~ 1"~1M~~~- I ~110,11 1l':l!SAHJ UWIIOO. 45 I
j
-~ I
~~-. . ,·
·,. ·,
I
)< /
EXISTIN<; I I PUMP STATION
✓ / "-,
I
CXJ
I
u
Ofl.TA - 2;57'JJ/ I .
-~-1--~~.-,~'°25 O I ;· I ~
I I - I I ~ ' ~ I - i ,, ""- I
""-~,

I -------
. ~

I - - -
/, 1---- / ----- I ____-r / ~
Jl,11!!)5 ·- ARC,
~
. ..:4'
~
~
•.M'-06'3~ -----::::-- - __.--;; T -
- -
•
0 c = 151.1r - - --- - _,,., ....

DELTA • 3730'59"
RADIUS • J6.07'
!RC LEMTIH • 23.62'

00..TA • 4-"26'55a
R.IDIUS = 5.J.17'
AAC LENGTH ; 4.IS
::, - - -;_.=~~· ~
~,. . .... ~- ~-- -c- ~ '.:"' • 56921~-
lINGlH • 52'.13'
.s,;,,: __
KEYPLA

IDOR PEDESTRI
N CLEMENTE PROJECT NO. 1141
DERAL PROJECT NO. STPLER 5274 (00,

ORIZONTAL CONTROL PLAN - SHEET
i
46 ,I
fi
:1
H
ii
,ii . .

ID I STATION OFFSET
136+16.36 7.14' LT
136+97.56 10.86' LT
J I 137+77.47 4.8t' LT
4 l 137+93.46 1.99' LT
5 ] 138+1 8.J0 4.61' LT
138H6.68 10.26' LT
139+-00.48 13.10' LT
8 1.39+-49.04 16.34' LT
9 139+82.37 7.06' LT
10 140+08.17 1.19' LT
11 1J6-+-25.53 19.51' LT
12 t36H6.68 20.54' LT
DB.TA '" 73'J3'1
RADIUS ""10.05'
ARC lENCTH • 12.90'

00.TA = 31"27''
AAOIUS = 98.82'
.a.RC I.ENGlH "" 54.27'

FROM TO
PT I . NO. PT. NO.
,a 66
,.-~
'9 ~ 159' 55' 13"
68 31 26" 32' 54f
... 67 25· 4-0 zzr
31 32 3T 10' 34•
... 47 JT 10' 34•
32 33 21' 19' 05·
46 47 21· 19' 05"
33 34 19' 59' 58"
Fl£ ¥~ DATE

CURVE INTERSECTION
0 1 STATION OFFSET
13 136+97.89 20 86' . LT
1+ 137+77.86 14.87' LT
15 137+99.JO 10.76' LT
16 138+28.91 28.39° LT
17 138+35.35 61.53' LT
18 138H6.42 72.85' LT
19 138+4.J.1 4 31.61' LT
20 138+53.09 16.57" LT
21 138+62 62 . 16.12' LT
22 139+01.48 18.16' LT
23 139+39 34 . 21.32' LT
2+ 139+80.06 14.18' LT

2.26' 5.30' .. 45

22.72 10.53 35 36

27.72 12.42' 4J ..

32.63' 21.1 7' 69 37

27.63' 17.93' 42 10

45.47 16.92' 37 38

50.47' 18.78' 41 42

56.55' 19 74 .

DESCRI PTION

ID STATION OFFSET - --- /
25 140+08.7 1 10.10' LT r /
26 140+38.07 10 44' . LT / 27 0+25.59 12.M RT POSED - / 28 0+26.96 7.98' RT 29 0+.42.19 9.80' RT .-. --
-
......_____
30 0+84.60 2. 11' RT
-
'
31 0+99.90 0.70 RT 11 \\ ;;::,,
J2 1+20.69 ... ~, ......
33 1-+-37.26
34 1+56.65
35 1+72.78
36 1+89.79
---
-------- !Jl!DWS- • ru1 .OO'-- ---~ -
, ' --.. -. --· -. , I _ J_ .. !RC lfNGTI! • 16.2~
--- 1 f- LSEER-01 I --
i --
_
J.......- CURVE INTERSECTION

ID STATION OFFSET ID STATION OFFSET ID
37 2+08.82 6. 16' RT H 1+74.52 12.gg' RT 51
38 2+25.81 4.44' RT 45 1+55.01 12.12' RT 52
39 2+33.26 5.68' RT 46 1+J7.3J 9.27' RT 53
40 2+.32.4-4 10.61' RT 47 1+18.94 6.07' RT 54
41 2+24.99 9.37' RT 48 1.01.33 5.48' RT 55
30' 38' 45• 32.22' 17.23' 42 2+10.62 10.SJ' RT 49 0+85. 41 7.09' RT 56 30" 38' 45" 27.22' 14.56' 43 1+88.69 11.69' RT 50 0+41.51 14.76' RT 57 CURVE
NO.

I
2 3
+
6 7
STA.TtON
0+84.36
0+86.63
0+8J.80
0+69 04 .
0+89.48
1+95 20 .
1+94.55

CENTERLINE CURVE & LINE DATA

OELTA RADIUS ARC LENGTH TANGENT BEAAING
I N 1s·1a•4;s- E
21'1 32' 40" 50.17' 19.74' 10.00·
T N 3751 ·2r E 2s➔ os· 21· « .91' 19.68' 10.00·
I
--------
-- N-W4+56'-E
34; 39' 10· ~· - 9.69
,N - - ___...c N 4724'05~ E
rt..' OJ" 14.40' 21.68' 13.49' - --
--·-··- -
DISTANCE!

00.23'

3.93'
·-z!l..2&'.._

4. -
- -
-- 60 -- !
~-= :;~1
- t,'o 1
40 OJ
I
u
- - 0 ~-IW
• 78.00' --1 ~ 'L~ - -- - -l ~ =44.06' lu
-~ STA 140+33 20 , 15 00' RT ~ I
• 354-029• ·--~-------N2.t00132.018___ _ ~:::;
" 67.8-4' E6142855.568 --- --
- 42.2f • _setKE & W.'SHER-SfAl.lPED --- '
__
-- - -- i<DM MERIDIAN CPS STA."
I
I
I

OFFSET I
11 .37' RT

12.28' RT
I
_________ _J

16.49' RT
Cl.JI' RT
1 31' . RT
7 7. 8' RT

12.7J' RT
28' 28' 23• 27 89' . 13 86' .
28' 28' 23" 32 89' . 1636'
30' 27' 11· 32.50' 17.27'
30' 27' 11· 27.50' 1-4.62'
·
. ·""~'"~ ~---=-ma ~- . . ~~~ -· ~ =~=::=-=~--.0
~
O 10'20 +-0
....l.,,..L
_
OESIQ,(D !IY ...
...
om
Af"e_ JANUARY. 2009
CnY APPROVALS 00 CO\ER Sim
'HANSON ;~~· iT""·
\VILSON ~==°·CAIINOII , nc•'"""' . FA.l:li09.eo6.sm
KEYPLAN w CIW'I,~ =
RAIL CORRIDOR PEDESTRIAN BEACH TRA L I ~~:::;'":o
CITY OF SAN CLEMENTE PROJECT NO. 11410 . C-8
FEDERAL PROJECT NO. STPLER 5274 (008) REVISION
HORIZONTAL CONTROL PLA.N - SHEET 8 SCALE
SHEET NO.
19 Of 78
1':2D'
47 \
\
(
<f)
I
I
00 "' I ; ~ (.) II . 0 •
~ N -
l"~Jll Al l.LIO IIOUNQH l lk:91Jil Wltl'l/'111
111011 ,.,~ISAlwl .1. ~•1w«, .ill J.so, 1:>Jnllil~
48 \' 0 ·-o· 4· a· .!4 - rREADS O 11 1/2 - = 23'-0- 4'- o" -
·-s· 2·-s·
0 I .~ ,._
' «-
\o 0 I~ I I "" <D 0 ~ r-=,~co 1 ,.,~ _mec _, / i,X 0 / I STEEL POSTS " I \ I
" - '- / I ~ - ~ "" ( I r, t'\
" ~ I I ~tl/
L_ Q ,._ ~ /,'\ I /1\ I J " ~ 0 lc;o-4/ {_ -I- - -~ - - - f- t- - -- f-- - --,_ I- - -'- - 1,5.4} 0 0 I i I I : in /2\ ,- - ~1 - - ,_ I- - - /',I'\ ;,, ;,, ~ " ~ II I ~~ I r\ , 'I ' " I 1,' \
" @ LG~ 5 1/8 X21 l I ~ J ' " I I "" '\ <D " CE:NTER STRINGER I : I I 0 I ;,, I 0 GLB J 1/B X 15
't I 0 I EDGE . STRINGER / 14'\ I "' 2 I l,5.4/
-
5-6 \ , '-01J'-2" ' j;!,i:
7'-2" 21'-0" 4'-10"
i _.._
al

DIJE STAIR PLAN
SCALE: 1/ r = t'-o" @~
' I~
j)
R~.'!'..d__Q!,_I_g_
IDESIGHED BY "" • . !DRAWN 8Y aTY APPROVALS ON CO'-ffi SHITT ~ RAIL CORRIDOR PEDESTRIAN BEACH TRAIL CONTRACT NO. ..., DRAWING NO. o.m«DOY -
~
CITY OF SAN CLEMENTE PROJECT NO. 11410 2S-1
IHO<AA<Z
-
----
-
FEDERAL PROJECT NO. STPLER 5274 (008) REVISION _ SHEET NO. "-'•~ co.s111...-ID.
--
21 Of 78
o,1t f ~~11>$o O l
-·-
D~S CR 1 PI !!lli______ l._%"J_~_e_e_l I --- f ~.1;,.•.'1> 9~07 (n4 ..... '°'2 DIJE - STAIR PLAN SCALE f,S NOTED
~
49 ai
fi
ii
~!:
-~ ~ u REV.J DUE
<O
I
"'
~" ' 0 t: I : "'
<O
I
;.,
OESCRTPTll'.»l
,·-o '-a' -4'- 0"
....
'i'
;._
' 0
I
;...
0 ...

I
;... ..--:--..
<O ~ I /1\ "' '15-4/
r,\
<O ~ I
"'
<O
I
;...
0 I
0 I
&
....
7'-2·
£4 - l l'<t.ALJ::. 0 11 1/'J. ""z..:.-U
STEEL POSTS r-,-~ r~--,-
I
I iJ l
L - =i --- r-- -- - - - - - - - -f---- : ::[ - - --- r- - -- - - - - - - - - f---- ,- I
I ,Pi I ~ Lc,a s 1/s x 21 2 CENTER STRINGER I 5-6
I
~cLB 3 1/ 8 X 15
l I EDGE STRINGER
I
\
'-o IJ'-2"
21·-o·
;~,E ~~~ , T~~- - STAIR PLAN @~
""
DRA'fff-1 SY
D£0CO) BY
om .wlJMY, 2008 .
4•-0·
·-s· 2'-5" ~ q~"-'.
~ "
/ X 0 I I "' I
\ I
-
,_ -/
I /4 \
I ~:JI A "' - .,s-41 0 0 ~ I - 5 \ I ;., "' I ~e;
r ,,. \
I 'l- ' <O I
.\ <O
I ( I
\ I I 0 {_ / (4\ I " 5-4
J
'::i!:,.
4·-10·

RAIL CORRIDOR PEDESTRIAN BEACH TRAIL
CITY OF SAN CLEMENTE PROJECT No.· 11410
FEDERAL PROJECT NO. STPLER 5274 (008)

EL PORTAL - STAIR PLAN
CONTRACT NO.

DRA.'MNG NO.
2S-2

REVISION I SHEET NO
22 CW 78
SCAU: f,S NOTED
~
50 T
al ~ H
:! J~ ~~ -
.. ~ it IREVj O•TE OESCR!PT !OH
l--
"
"' I
"'
CONCRETE ~DINQ_ -
CONCRETE fOOTING
- -- -

6.J5' EX.
(2001)
/

SANO GRADE
(10/2005)
l--
0 NEW RIPRAP

CONCRETE LANDING
EL 20.95
150 "'[' &~
;/;
n
I
"'

CONCRETE LANDING
El 6.95

NEW RPRAP I
APf_
DC~BY ""
"-'"' DY ....

CHCCKED 8't'
-
"'"""' ...
om: -·-

FIELD DETERMINE

SUBGRAOE

REMOVE EX STING I RIPRAP AS

NECESSARY TO CONSTRUCT CIDH PILE
AND STAIR. REINSTALL RIPRAP THAT
WAS RU.40\JED OLJTSIDE OF PILE. TO
MATCH AND JOIN EXISTING.

DIJE STAIR ELEVATION @ SCALE: 1/4" - 1•-0•
.'OS'"_~:::-~2' RR TRK
RE~OVE E.XISTING RIPRAP AS
NECESSARY TO CONSlRUCT CIDH PILE
ANO STAIR. REINSTALL RIPRAP THAT
WAS REMOVED OUTSIDE OF Pll.E, TO
MATCH ANO JOIN EXISTING.

EL PORTAL STAIR ELEVATION 8
SCALE: 1/4" - 1'-0"
arr APPROVALS ~ C0\{R 9lffi
~
=w·"""""""''-"" ""'"" f:~CA92.«lll
FAX:II09.101i.lll!il9
sRAIL CORRIDOR PEDESffilAN BEACH TRAIL :::'.~0
CITY OF SAN CLEMENTE PROJECT NO. 11410 2S-3
FEDERAL PROJECT NO. STPLER 5274 (008)
DIJE & EL PORTAL· - STAIR ELEVATION
REVISION I . SttEET NO.
23 OF 78
SCALE ,,s NOTED
i
51 ~1 ~ E ~ :il ;.:: ► i §..:
n
- ,,-, / y-, -;,---- / i / ,- / ,,,..;: ~====-=->~~~v==~-~~~~1 I \ Q ·: "i, //' / ' • - -:__ __ -->-- _ i ---- - _ - / ; , I ' /," , / 'l _,,--- ---_,,-- - --- \ ------ --- / I - I \ \ \\ \, '\ \\ \ •, - C) G//// / / ---------- / -----------\~ --- ----- --:--·· -- Ii - _, C, ' -"-- - ~ ' ~- , ,,.- / / _, -
- -- ;
i ·1 \,) - - . _.::: _ \. \ ·\ \ 7 \ /, / / / / / _,/
-
, ---- . - ----
- _,I . '- I / ! !,t"- -~ \ \ \ \ \ 1 I ,/,/ / "/ / ✓- / ------- / , i L , I \ ' Mi / - ,', I \ I \ I I ', ' .,. (f '/ /A() / ,/ / / ------ \_ --- - --------1 I '\, I i = "'1'11 '\=, -- ,_ \ \ \ \ I ' ! , ~~/ / c-,() _,,.- ✓ ,--- ___ ___,, \ _ \ \ \J ~\-\"'·,11~, I"\ ~ ":\ \ \\\\ l I l~~~~;:.:::~--- I _,.,1 -------- --~-- i D-1 I 1 , ,oo \ , , 1 " \ 1 --, 0 ,,.- - -- - ------- -- ; I - / ' ' ' \ ,__ ~',,_--- 1/ / __., ✓ ---- c - -1 ) \ 10+1{,. =~.:ni---. i \ '\ \ \ \ i ~::c--=c~-' --= -------- . _ __ / , ___.----- I _/ - ---t , ~l~· - :c::c11i \ L"-.//' I - - S ------- - __./ ,_ > • _ -- - ,- I ' • , ~ ---=-- , ' , _, -•~ ,, =,._;; ~ - -=-~ =~1_)4 ! S~IJ 11!----;ro-;ilF.1'."' ~ , \_ l,_ -
---40---;tg::::-~:
----ii_
___ _,
a - i--;r.m, +~<X)
- - --
~
~~~~
I I --~
~ - - --- -
-- - - ,~
-- -- ' , ~ - - ~ ,_ 1-1----o=+ --~ isl..- -
--
-
,
' '" - -- i+
~
'" . - ~~ 1~
V "-11~ 'I t " ; §I ' i - - -,\ ·I ,__ __,. , . ,, .. J___ ,le - -- - j <(
-- i~
- ~
~
-
-----
----- =F:1 : ~ ~
- ~=~~;~=1--:--'~)-:-- --- ~- ~: -- :-~:
:- ~~~~~~- - ~ --- 1 -
-- --------- --- o·1 1 ' I,------
~--.=- --
----
-
I
--=~
-
/' . ---,,,
-
-
-j ~ - - - -- -- ---.... __ i =--_ __ ~ --- - ,i_i /(,/f - -J\ ___ --- ---- - -- - -- I - ------ -- -- - --- _, __ - ; -
__
-- ~.v,,:, r :'-, _,,,._ , _ --------,- =- -- - - ~, ' X. I ----- - ~ =--~ - - · - - --- - -- '-'· / ,,- I • - ---=--::- -- - ~' - " - --- ~- - - - a:5-( / ,,,-- Ji -~1-=r-- ---- -------±--i-- ---~ ~--~---1 I ---:- -· ~ ! / I -'-----;, - \ I I - . - -------:- - ,-:-:=:_ ___ :.:::~____c-+'; ,__ -
-
-
-~ ~c., C:, ~----~--------
CONSTRUCTION NOTES:
0 LIMIT OF PHASE I PEDESTRIAN BRIDGE WORK _ IS
AT 7+ 83.

BOARDWALK PLAN - STA 7+00 TO STA_ 9+43,42
REV~ DATE DESCRIPTION l'f_.<-J Af'P
_;,-~ ~
.. ,· . -. '2.:~:w:r-r~~~@·~~<ffi • .d- ~ . -= ~ ~ =· . -r __ '.~ o=na, c,v .
~ 4t,
aTY APPROVALS oo CO\ffi ~m RAIL coRR100R PEDEsm1AN BEACH- mA1C - coora,c, NO.

DRAWol BY
~CHARG(
-
-
DATE JAH.JARY, 20al ~
~~-~.AL.rTYLNE
~~~,c,.~ ~ fAX:0 80UC&9 .

DRA'NINC NO.

CITY OF SAN CLEMENTE PROJECT NO, 11410 S-2
FEDERAL PROJECT NO, STPLER 5274 (008) REVISION
BOARDWALK PLAN~ SHEET 2 SCAL.£
Sl-lEET NO.
26 Of: 78
1"=10'
52 IC
i I ~87 a.=J.77 ;;_,"-= i 7.5:C j 1-----t----- 2.00,: i I/
~
!~--
. l'"""'O~)
I
__..,...-,-/ I I
/~[I] ,,../4, . / _,, E0\42107'
..,,,,..-- .

PLAN
~s·
I I JO" 25'
l:-
--"1--1'--I~~--•!
p===f===F11==1=F====1
\
\ I \ ' l I I • 21oot,"' E61-4211:1s t
N2:1~.15 ....,.,.,
£ s,.. 7.24 . I r\ I I
i I
I do !---"" FIB£ I c CA I
i I I '
j
I
i I
I I
I
i I 11 I \
I
l. I j. { RAIi. I I '
30' -- -::-i.....:_~,.c.:.":::' .115 ___ J __ / ,~~.,~~I I F""'" SC, .c ,. - 5 ! :i lli5 H
u ·" =~ e.11
1!
~t
25 20'
,,.
to+oo 10+25
REMOVAL NOTES:

ID EX1S1ING C,NCRO[ W'1.I.

TO&l!EJ,IMD
l1l EXISTINCSPnW.Y
-- ?M,
IL
CONSTRUCTION NOTES:

CD PINJ!(CT""""'
@ Cl<AllE @ ADJUSTSAIITARYSEllER MAfMJl£. TO MA.TOI l'WlSH ,--,c~~'. 25.74 / cl.=25.6\ rl; =2l.26
10+50
T-,--aa_/ . L 1/ I
--t-b._ 2-
-r- -------
I
i
I
i
10+75

TRAIL PROFILE
SCALE: 1'"•!rtt1-•5"V
CONSTRIX:T HAN0RM... StE: 2R-o&
CONSTRUCr PCt SEEW.-.U: PER CITY 5TANMRO sr-J
BOARCWALK - P'R01ECT 1H Pl.ACE ii
!• ..
lO REIMIN, RODIE
EXISTING W'JOO ~ORM.

GRADE USlt«i R1st:R RINCS, m: 2R--07 COHSlRUCT CXW,,CR£T£ STEPS WITH Sl0HE PAWC, S££ 2R-06 CONSTRucT C0lCf«£'T£ st£PS wmt CONCIE[ Po\VINC, S£E 2R-06 ~.::---
I i ......:-=:·-
i.: =-==· ~.. ___ ......,.. u! ......
f ~. DATE CESCRJPTION APP .... ......,._
CITY APPROVAl.5 00 CO'lm 9flT
~
,nw,'°""'.,,.,""" --!~==-cu~-.

I 25' ~--- ---
I I ll.=20.95
:_----+---lo ,a..-1~,s, ----- 15' I I ~.
r=l4 I I
tt+oo
@ COOS1ROCT STON: PAVING W/CONCRCTE at.NO. SEE 2fH)6
@) tafSTRUCT PEO£STRJAH lA"iDERCROSSlf, SEE ZR-<16
(D COHSTRIJCT RETAIMtfC WAU.. S£E 2fl:-OS
@ COMSlla.CTCAaJ:C\MROR.II..FENCE,S£.E2R--06 @ CONSTRUCT IIOAROWAU<. Sff 211-?' ' ' ' J 'JJJ'
I I l
i 15•
95% SUBMITTAL
NOT FOR CONSlRUCTION I RAIL CORRIDOR PEDESTRIAN BEACH TRAIL ~ 0· CITY OF SAN CLEMENTE PROJECT NO. 11410
FEDERAL PROJECT NO. STPLER 5274 (008)
MARIPOSA CROSSING M.P. xxx.xx
2R-04
I • I
I •
•
53 !!
,
N 2100862.81
E 61421J8.70
BECIII
rt:NC(
N 21008S8.76
E
I I I
/
/ COM / (7

RETAINING WALL PLAN
.39.15°
,~-I
_
J __ (_-r+-- ,~1 l!ll 11rffltlttttt~,_]_-__ _l::+=d:b:
\
\
\
\
l
i
I
!
I
I
I
I
i
I
I
i
• ! I
I
I
'
I
t

RAILJIQII)
/ta.~, I I I la.,, I I I . I I I I I I I I · I LJ -- J. J "'f'' I , . • •· I I I I I OFACEOOl!AU.
30' ! . ! I
20'
a-~ a-~
a - ~!:~l!:~;;;~;:;:;:;t:;:;;;11=;,;;;-:i I :

LLLJJ_j_J-~1
1 ~=2'i1• '~-+~~1:4'=$~~!::~1 ~~AY-+-t--i
10+00
REMOVAL NOTES:
[j]D:ISIINGCOIICRET['""-
ro SE REUCMO
i
10+2S 10+50
CONSTRUCTION NOTES: RETAINING WALL PROFILE
(D PROTECT PlACE SCALE': "f"~5'H:1•~v
@ ORA[)t. 10 DRAlt AVIAY fROM VIAU.
10+75 1h00
95% SUBfv!ITT AL
@ rOR S1llUCTURE 0£TAllS. SEE 2R-o8 .~ ;5 i! (i)
- COHS11<UC1 6' OW11 lJ1'< ro<C£. 1'£1' CILIRAHS sm. >85 (2002) NOT FOR CONSTRUCTION !~ t---+--+--- -----------~ 1-+--1::::C-..::""'..-. I; ::? -~ 1-+--1----------------<I--I--~~~--~ "" 1-+--+---------------<I--I--~=-:..-== ijC f I R_tv. DATE DESCRPTtON APP ... ...,.. __ OCO<DO,
IN~
~ti September
CIIY N>PROVAI.S 00 CO\O! WT
~
mw.""""""'"-""' ....,_
5NfllERI-Wll>frlO,CA02401 ~=--==
I RAIL CORRIDOR PEDESTRIAN BEACH TRAIL ~- 1-· _..c.;...=.c..=..:..c:...:c::..;:..:.c..:...;;:c..:.;.___;_;;_;.:.;_;;:.;;;c_.:.;;.;_~--=---11DRA'MNG NO.

CITY OF SAN CLEMENTE PROJECT NO. 11410
FEDERAL PROJECT NO. STPLER 5274 (008)
MARIPOSA CROSSING M.P. XXX.Xl(

REVISION
ISCAlE
AS SHOV.W
•
•
•
54 .f ii
if
H &g ;:!:,
i:Si
d
@s H
~!
u
(i)CXl'ICAETE-- = UlHOCA£IE SW., F'fllSH:U::HT~
@ 2" 1MClc STOM[ .. IWWD\I FtACSTON'E PA1l£RN STOI£ 1'11'£/Clllllt AMllll!IOOO SCIJRCE: VAU£Y IMI.DNC MATERN.S !Ui-855-9~ OR EllJAL
Q)IIORTNlBED/cRMJCINT
© CCNPACliD TO 9o,; PER
STRl.tlUAAI. SOIIS Rll'ORT
@ 1/2" RAC1US EOO< @ f4 8tR O 12• O.C. OOi WAY
Q) fl>IS£D GIWlE. SEE OVl ENGlfEER'S PUN
@co«:R£TESUB-8'S£
®
®5TONE PAVING W/CONC. BAND (PEDESTRIAN)
N. T.S. . S£CTION
(D RNER PEB81.E 10 11/JClt BfAClt AR!A SYON£ INSIAU£ll ON tDCl[ WITH)( C0HCR0t. FNSHED SURF'A.CE TO IUt.TCH PAYING SVRfAC(. DO l(IT mour fUJSK. /NSTJU. IN All WICl1H CJ' STNR OR PA'ffflG IWll. AS ocaJRS @ TOP OF STMI OR FIHS!t SL'lfACE;/PAVll<l °""• AS OCCURS @ E0Gt Of PA~NG/SIIJ' c,I El<PANS,../COUl JOOIJ ,.,... ....

J
~lli_GSTRIP

SECTION
HI :=-..:--....--
=---:::.-:::--
'.i --·- •• , =::.. .....
a ~=-"==
2i 'E=::=- i~ pµ;cAtPTION APP~-.......,_
i
!:!
(i) e<>K:,1t1r STEPS CC<.OR,U1H<ICR£1ES!Al!<
flMSff: u:;HT WASH
@ f4 BARS O 10• ClC. EACH WAY CCllffll/OUS @ fJ NOSINC BAR CONTl<IJOl5 © J/4" iWllUS EDGE
@~~~~--07
@ 1/8" RAOl1JS EDGE
Q) BOTTOM A>IJl !OP Of S1tP 10 ,a AS BANn IC>MSf STCN£ ~VING @PRCSAll.RA'JE&:OOMP.ICI'
SU8-CRAOE TO 9o: PER C£0TE0t
SOil. ENC. R£COt,IN£NMTIONS.
®~C'~~""'
@)~~~~~-o&
{U)RlSERHEIGffTSTOBEEQl.ta.l...SO:

CMLEIICINWl'SORA01NGPUN
FOR DlilEHSION. INIX. HaQff
StWJ. BE s•.

N01""

1. AU. CONCRETE TO BE NATURAL
COUR WITH lOTHOCRa[ STM.
~~01::c,;.._ru~ GRAOOG Pl.AN fOR NUM8ER Of ll!llUR[!)S,,:PS .,
@C,?.~CRETE STEPS WITH STONE
SLY!..JJ!ll£S;

1. RA11.1c.i TO 8E GAl.VAOQZED

STEEL PIPE

2. CRIND All WELDS SMOOTH
J. MAX. DISTANCE 8ETWtEN

VERT INTERMEDIATE POSTS
IS 4•-0·.
1'-0 i'"
i
14 0 12" O.C. E.W.
0 OF SV,8
f3 MJSN;
~_Ll;_GUARD RAIL DETAIL
ocs""r;;iiear AAG
OltAWN IT BTW CITY APPROVALS (W COl{R 9£[1
"'I - .., "'' '"'" ¥ .. aJ
:,; ~w
<">W
0 s.it1 i:

E ~o/ ,! M;.,
1 I /2"6 OJ>. STD WT
GALV SlL PP£
HANDRAIL, v.£L.OED TO
"""1GHT
E>---- 1/4'"t GAI..V WIRE
0 .1· o.c.
'f-----1 1/2•• 0.0. STD wr. CALV
STl PIPE UPAtGHTS, [MBm MIN.
12 .. INTO C01C CORE. FU
SOUD W/NON SHRINK GRO\JT.
4' -o• 0.C. SPACING
~w-"' W/J/4"
TOP OF" SLAB
12·
MJN.
1 1/2•• O.D. STO
WGT 00..V sn PIPE
-
':t-0'"
~RDRAIL SECTION ~DRAIL DETAIL

GALV WIR(
• y o,c.
1JT O 12·
2·-0·
J/4• RADIUS EDCE
fil1!E:

J-TOOLEO ANTI-SLIP

BANOS O EACH TREAD
F'OR ORAINAGE, TIP.
1 112•0 O.D. STD.

Wf CALV STL PIPE
BROOM FtNl5H CONC.
(D RtSER HEIGHTS TO BE ECUl>L SEE GRADING PLANS FOR O!MENSION. ~CB,1::TE STEP DETAIL
95% -SUBMITTAL

NOT FOR CONSTRUCTION
,,,, .. ,;;;: .. .,,.,_ RAIL CORRIDOR PEDESTRIAN BEACH TRAIL {~:;;;·,~\ CITY OF SAN CLEMENTE PROJECT NO. 11410 5"0
SJM
i0,t.1E September 2, 4g m"·""""'"""""" =::MAADNO.c.-.n.oe J~::::: =.:c~ -- ",.\~';'::/.} FEDERAL PROJECT NO: STPLER5274 (008) <;.°"?,.;:.cwTf'" ~-----.. "§C.:: .• / MARIPOSA CROSSING M.P. xxx.xx ---· - •
•
•
55 IC
:
ti
!i ii
!I
£~
d
h
0 v•· RADll/SEJX>:
@ CONCmt ...... - SEE PIN<
Q) POL'MOHANE 1'11H'"'1 """ SEAlMI P£R SPEC!f'D.TIONS. SET BUCM FNSH SURf' ACt DE1'7H PO r.wtJF.tCTURER'S SPECflOJIONS
AND REC<MIOOtQrilS. COt.OR TO IWCH
AO,tt,COO CONCROt P-.w«i
. 0 =.,.~~~ S11WCTUR<l SOIIS
@ DW'Elt:D P""'° EDGE 10 6" ""
@ 1/'l"-'5PHM.IIMPRECIIAll'.D'81R EXPANSON 80NW AT FUlL OEP1H (!) 1e• LOMG I• BAAS o 1a· o.c.. - St.mt oot ENO
@ PIIIM0£ 8'Cl<ER ROO CON!ll<IJOII$
@ ,, •• WiO[ 11 1/t' 0EtP TRCMEl!D. S00RE JOM. f/S. RADIUS ON eorn EOGtS. \04tRE JOINT IS TO ACT AS A COffTROl JOM, ~ D£Pt'H
10 1/l THE' SlAll OEFJH.
@ 1/4• WIOE SAWQ/T CO<IRQ. JONI - CUI TO 1/3 OEPTH OF COWCfl£1! PilWfC @ 1/B• 'MD[ 11 1i2" O£CP sw,aJT SCOlt L.tlE

SEALED EXPANSION JOINT

TROWELED SCORE JOINT
·-ff lf
~?~•-·
•

SAWCUT SCORE JOINT
VCJlC3020d ,_______,___.~
•
SAWCIJT CONTROL .()1"'1
Vi30Jj?25d ~~
•
~G JOINT DETAILS

SECTION
DEEPENED TROWS. CONTR0i.JOINT
GAI.Vi'NIZED
CHA~NK F"ENCE SEE sm
"'' .
14 BARS e POST

LOCATIDHS PLACE
AS $HO\IN
F'OR VALL PRCl"ILC SEE@
RADE BEHIND 'wAlL TO
PROVIDE'. 6' RtVCM.
i
•:~) lfe" o.~x~n]
SPACING <En 2" 1
GEOTEXTILE:
f'ABRJC l,// J/4.

MINUS ORAVEL -
!;) §I ~~ i~JTroM: -ALONG WALL w ~~ -11 ];! tJtJi ;- ,se12·0.c. l~' (T()P L BOTT04) I 1 "'z "'I~ ~~- lJ
RETAIN~ Yjf~L1 ~ ECTION
0 ©
= l AD.JUST LOCAT~ Dr \IEE? HOLES AND GRAV£'L
Bi\CKrJLL SC 'JEEP tO..E IS 3• ABDvt FIN(SH£D
C.RCUNJ)t..JN( IM rRDNT or IJALL.

I
...
i
0 -'·
.'r
'.IC\ I"'-. l / L
. '

FOOTING FRAMING DETAIL
SCALE, 112• a l'-o• ~1~ 6•04 CONT, 'N (TOP I. BOTTOM
s12 "~
:., V
I
I
?
!?
3'-0"
-
WJHURWIE»IO
COYDt ~ MOOEt
NO. A- 14QO OR APPROYED fOIIAL .

CXINC1lmCOUAR.----;
IJJ/t BE CIRCllAA
ORSOUARr
PlAN

CROSS SECTION
@Mt.;.~HOLE ADJUSTMENT TO GRAD~rn,N
NOTES:

I. WE Ftw. ADJUSTMENTS IJ TI£ MORTAR ,O.IIT BETWEEN TIE: Fli'ST N'J SECOND GRADE RlMCS. SO' FlUSH WITH PAVEMENT 10 1/8• ltCH.

2. IJ EXtSllNG MANM01..ES. ADD OR REMOV£ CRAct RINGS, REP~ Pt'C OR SPRAYED UNER, IJfO TEST UNER FOR Pfft-lOlES AS N'FRCWED BT ™l'. ENC!NED, A0JUST HEICHT AT NAHl10lE RISER SECTIONS IN CAS£ TW£ TOTAL HECHT or GRADE RINGS 1IOUI.D OTI£R'MSE EXCE'CD 24 w«:KS. ~- REPUCE ALL AGCREGATE 915£ RE)ltwED OURIKG Al)JUSlMENT wmt a.ASS ti' C0NCR£TE.

4. SEM. HOLES IN THE ~ WITH DIX'T SfAl. MASTIC.
_. WH~ t«:JT 1H PAVEME~. t.WIHOl£ RIMG AND LID SHAU. Br SET SUGHTtY ABOVE GROUND TO PROVIO( OfWNAGE.

V11w>PED AA~ f4 SPIRAlS VERTICAL BARS
#7 \t:RTICAL 8'RS
~~~~~8"5 ,i;.~IN
J" CLR
3•-0·
OIAMEl(R

CROSS SECTION C-C
T-.
•• ~i fr 2. ~ell VEEP Hl..tS SHALL le'; SLOP£D 2X AND INSTALLED VtTH ,4• S0UAR£ ALUMINUM VlllE 14 MCSH HARDVARC CLOTH "NC'HCRED F'"lRML Y TD CONO<!:TE •T EACH LOCAl!Oli FOOTING REINFORCING DETAIL LIGHT POLE FOUNDATION • 95% SUBMITTAL NOT FOR CONSTRUCTION ........
--
-....- ~~ I ,I =:.:'"'?.:' e~I =~..s liil ==::= ....... --...

R~V. OA.~ _ __ DESCRIPTION ____ ~ /4.!JP --.=..,_
SCALE: V2" ll' 1"-0"
OIY N>PROVA!.S 00 CO~ 9ITTT
~
1/'SW, IIOSPll'.-un'l..,U,I(
SNlf~l;Ain.oa """'"' ~~==
N.T.S,

RAIL CORRIDOR PEDESTRIAN BEACH TRAIL
CITY OF SAN CLEMENTE PROJECT NO.11410
FEDERAL PROJECT NO. STPLER 5274 (008)
MARIPOSA CROSSING M.P. xxx.xx
0NTRACT NO ~ 2R-07
REVISION f SHEET ~ OF
SCALr

AS SHOWN
•
, .
•
56 '\
llEPLACE CXJSTIMG ltft.-.P IN
FRONT AH.D IICH1Hl> \llNGWALL PAMO.S
·. I 11 ! I I i ',, i I ' I \ 20'-o· I l \I / < RAWO "'°"\ J, 1-tll' I ID'-~ ' I
EXISTtl
Rll!UlllAD :r
r
IJI/SIRICII!Ji NIU[Si
© CCllSTRIJCf Cl>ICIICTE rTO>s. sa: 2fl-o(,,
@ JACXFU.L VITH \i/CLL CCMW:TEll PEIIVIIJJS "'""""-
@ APPLY rDSR0C HITCBONII EPOXY
AIICSJVC flER Mo\Ntf"ACTLIRE~S INSTl!.OCTll»G.

CCMS'm.lCT CAST·lN-f'l..ACt. \,/,0:tN'.i SURl".-0:::

AS SKJVK
@ IH3TAU GUARDRAI~ILPER DC'J"-ILS.
src 2R--o6.
@ n.ecSH AND INSTM.l. PRCC:.UT CCN:RCTE Jl[J)C
cu.van * PJC-t. sec at-11,.
@ F'Ul:NlSH AHD INSTAU... f>U.cAsT CIN:Rf:TE 111)1 CU.\IE'll:T Ioli£. P'IC-2. SIT 22-11). (i) Fl.RHISH AHD DISTALL PRO:,\ST C[N'.Jt[TC IOIC cu.van "' l"IC-3. SE[ i!lt-!L @ J"\..RNls:H Al<ltl ll<ttTAlL Ptlf:CAn C[N':R[T[
HEADVALL * · PH-L SE£. 22-11.
@ f"UltNISH Mil lr.lSTALL PRCC'AST CCll<J!ETC R£1AJHING \o'M..L MK. PRV-J. S£C 211:-13. @I F'l.RNISH Mil lMST"lL PRtCAST ctN:RCTC ltTfuHING 'J~ MC. PR\/'-t., SEE 2R-11 @ fl.RNISH Atr,ll ll<ISTAlL PR(CAST Cc»ICREtE RETAlNJMG \o'M.L HK. PAV- i. Set 2A- 1-4. @ F'UltHISM TYPC A F'lXTURt, ff:[ E-47.
@ JI)' Dl"- CIIH Y/ \ll.8><175 ST£0.. PILING. stc ?11-0, rail CIXRDlNATE TQI.E, @ rutHlSH AND ltlST,\LL PRECAST COll>CCTION IMIT >«. PCIJ-1, SEC 2!M2.
@ F'URNl~ AWD INSTALL Pll£CAST PN£L
HK.PP--:J.SEE:211-17,
@ FUIINISM N'1l DiSTALL f'REC,\ST PNCL
@ nJRNtSH N4I IICTALL PllEC.UT PNO. HK. PP-5, SEE. i!R-19. @ rl.RNISH AND INSTALL PRCCA!T CON£CTICN lbllT t«. Pru-2, stE 211:-12. @ fUIHISH AND INSTALL PRCCAST PN<O. I«. PP-6. SEC es:1-19, @ n.lRHI.SH "® INSTALL STCEL CI-Wf.EL Ml<. SC-I, sec 2R-19. @ rt.RNISH iU,ID INSTALL STCEL OWHtL MIC.SC-i!:,SCE:~-1,. 6 FUttG.S\-1 o\"1D 1ICSTl,LL ~l PNIEL l«.PP-1,SEE21H6.
@ fl.RNISH AND ),U:TAU. PX(CA$1 PN-EL.
11K.PP-2,SEE2R-16,
@ fUl:NISH »Ill IHSTALL 1'1l£C,\Sl PN£L
MK. PP-7, StE 2R-t8,
@ C)(f'AN$1DH -lCJIHT MATCRIAL <TYF'J ALL
, ....
@ PU.cE RlPAN> AS R[l)UlRCD.
© f'fUJYIIJC H!ND«.JM Sl-(PC ON LANDIN; ''"""'
1 U:[ / J
i
!
I
\
\
I
\ I===:$: = I ""'°""' TC "' I ( 11"11 OV(R(IIU.V~:?toN l"tA .t.STM DIS57. - 'U' ttLATM C,.....- @ F'l.bUSH Atr,tl ll<ISTAU... PR£CAST CO<IC:il!t'TE
JIETAlNDfti "'Al.L HK. PAV-4. SEE 2A-14,
@ rl.RNISH AMI 1NUM.L f>ACCAST CCIHOH:Tt RET"-IHN'.i IJALL MIC. f't!:V-5. SEE !IMS.

I
• ti
~l
ti
it
£&'
d
ii
:j u
L
Cltff17~/~
;~ '1· "I
i \ I \
® -;1:1~-(./Yitt't1i"ln·--
PLAN
GEHOAL MOTES•
L ALL CONCRCTI::, HATDUALS, P\.l'iCOIE:KT AND !JOIU(MMISHIP SHM..1. It IN MXlJUlMICC: '•fl'TH TK -~ MAHJ#L r[JI. AA!LV~Y DtCilNaltlfG OIAPTCR 8 - CO«:~E STIIUCTUn:l. "14D FOlM~TIO~, AMD ow>TD !:S - sn:a. STRUCTURES.

2. COinACTDR SH,\U. COORDINATE vm-1 SCRRA TC SO£DUU: THE TR#rOC IJJTN;;E ~QUIRED rn P£RflJllH Tl£ IJIJRI( TO CGJIICIDt w'fTH LO,( rcoc.

3. CCJrnACTDR SHALL ruRKIStt ALL ~TERIM...S R{OUIRED TO PERFllltH THE 'JCll!:K.

4. ALL JARS $HN..L IC tf>ClXY CDIITED DEJ"CIRHD, HC\I lt~T IMS PEIi: 1,S,TJ'.. M,\'5 S?O:lf"10.T9'S i'tra MU:'\" GitMIE f.ll 1tOIU19:0EM'l"l..

5. PRU» TIJ TIU.CIC OOTML CONtltACiDR ~L vroFY f"IT--<..f' CF ALL PRCCAST ......
fi.. THE lOC,\TJCtlS er n«JSE ltJH[D lJTILITIE:S $HD\IH AA:[ APPROX04A.T[. ARE SKJIJM F'Oi! CCINTAA.CT[m [Nl"IR/4ATJCt.lAL use OILY. NiD U£ NOT ro 1£ IH:F'E:l![MCCD flR CONSTAUCTIOI PURPOSES. THE l>PUCD f'RC:SOICE [R AISOCC CJ" UTILITIES lS NUT TO BE CCHSTRUCII IY IJV1£5', ENGINCCR, CIJITRACTDR, CR S't.lllCOITlt.t,CTtRS TO 11£ AN i'ICCUA,\T[ MD Ct91"LET£ REJ'RESCHTATlllN IF UTILITIES lHII.T l'IAT OR: "°"y MtJT EX.IST ON THE CONSTlll.Cl~ SIT~ CDHTRACTOR StW..L VOUF"Y TH£ l.OCAII~.

Rtux.\TJOI. "1ANMNM0rt. MID/YR TEMPOR,\lh' !:W"POll'T tY AU UTA.ITJ£S AIT£CTtD tr Tl£ CONSTRI..CTION er THC STRI.CTUICS AND EMIANKH[NT. Nfl) SlW...L COORDINATE Tl£tt ACTIVJTICS VITH T>lC N>Pt!Y>A:IATE UHl.llY CDWAHICS. AG:M:ICS, AND/[R MITK.JUTlES. sm:: SN"ETT, IN:l..UDlNG n;c AVOIDAICt: [F liAZMDS ASSOCIATED Villi BURIED UTILlTlts RtMAM Tl,£ SILE IH:SPONS?JILITY IF M CONTRACTIJt 1~~11 I I 17~1~.§
111 IJJii ~1! H REV.I DA~ _Qg'~C~UP!I~
U t .t,t- 0,.

I~@ i::g'm'J'.~ ..VING WCO,CAtJE
I . G
\.-@ @ I \ A
: I I -
I I
[)(IS TtNG VTlLITJCS Plt0TC: T tM PUCC.
tel rJIOt tpTJC TO IC ~OCATtll JY
ono•
I I
I I
I I
I I

I I I I
I I
), @-": I C)
I I
I \ 'f-SEVER LINE
\
• \__\l,.1£R Ll/<£
lTRACK
~-,

I ' I I
\ I ' /
'\._S£'w'£1t UNE
SECTION 95% SUBtv1ITTAL
-•-11:1 -·- (11•----
.,~~•o;;-. RAIL CORRIDOR PEDESTRIAN BEACH TRAIL
{~'ti'-:;,. "'i~\ CITY OF SAN CLEMENTE PROJECT NO. 11410 \.\ . ..,~ ~"'!:/~J FEDERAL PROJECT NO. STPLER 5274 (008) ~_;:-.. <:~;;~ SCALE '-:!:.f~ .. • MARIPOSA UNDERC,ROSSING M.P. 204.35 AS 51<0"" :CffilRACT NO.

EXHIBIT
A

CITY OF SAN CLEMENTE

MONTALV
O
CANYON
MARCH 2023
4675 MACARTHUR COURT
SUITE 400
NEWPORT BEACH, CA 92660
(949) 526-8460
www.bkf.com

ATTACHMENT A
57 0J/21/23 12'46:07PW
I
''------ LOT LI NE
I
< I m :vi~~,~;~~ :§
//;
§: l§
11/ :
: I
~:\2022\220J10J,10,tQl ... ___jni)'0'1_o,,u. t\2.042519200\ d..-g\ -ibij_ffln \E><H05- ACF!EEM£NT E»IIBIT\51noo- ~.<1w,;, \
R/W---\
\
\
"
I
I
I ~
/ '
'-. '-. "-- PLAZA A LA Pl.AYA
'-- "-- ---------- - -
/
/
',(_"::'--
//// ' '
'
--
/
\
' \
~\
,,,
\, '\
' '\,,
' \
' ' ' \ /DRAINAGE
, EASEMENT
' ' ' '
' ' ' ' \ LOT LI NE \( \ ' \ ' ' ' ' ' '
DRAINAGE/'\
EASEMENT \ ' ' \
\
'
\
\
' ' '
' '
\
\
\
\
\\
\
\
\\\ \, ', I -,
L

GRAPH IC SCALE
\\ J \
\ /
I ' ' I ' \
'
<o?-
,7 b -J-..d 'j ' ' ' \
SCALE: 1" • 8'
R ;.-.a
ATTACHMENT 3
RESOLUTION NO. 23-29

A RESOLUTION OF THE CITY COUNCIL OF THE CITY

OF SAN CLEMENTE, CALIFORNIA, APPROVING A

LICENSE AGREEMENT WITH ORANGE COUNTY

TRANSPORTATION AUTHORITY (OCTA) FOR

CONTINUED USE OF THE SAN CLEMENTE

PEDESTRIAN BEACH TRAIL AND FINDING THE

PROJECT CATEGORICALLY EXEMPT FROM THE

CALIFORNIA ENVIRONMENTAL QUALITY ACT
(CEQA) UNDER CLASS I (EXISTING FACILITIES, 14
CCR 15301) OF THE CEQA GUIDELINES
WHEREAS, the San Clemente Pedestrian Beach Trail (Trail) is located within the Orange County Transportation Authority (OCTA) right-of-way; and WHEREAS, the City initially entered into a license agreement with OCTA for use of the Trail on February 7, 2003, which was valid for a twenty-year term and expires on June 30, 2023; and
WHEREAS, the City wishes to have continued use of the San Clemente Pedestrian Beach Trail; and
WHEREAS, a new license agreement will allow San Clemente residents and visitors to continue to use the beach trail for recreational purposes and is required since the Trail is located on property owned by OCTA.

NOW, THEREFORE, the City Council of the City of San Clemente does hereby resolve as follows:

SECTION 1: Incorporation of Recitals.

The City Council hereby finds that all of the facts in the Recitals above are true and correct and are incorporated and adopted as fully set forth in this resolution.

SECTION 2: CEQA Findings.

Based upon its review of the entire record, including the Staff Report, any public comments or testimony presented to the City Council, the City Council hereby finds and determines that the proposed project is categorically exempt from CEQA pursuant to State CEQA Guidelines Sections 15301(h) (Class 1: Existing Facilities).

SECTION 3: The City Manager, or his/her designee, is hereby authorized to execute a license agreement with OCTA for use of the Trail in substantially the same 58 Resolution No. 23-29 Page 2
form as that attached hereto as Exhibit A and incorporated herein fully by this reference.

SECTION 4: The City Clerk shall certify to the passage and adoption of this resolution and enter it into the book of original resolutions.

PASSED AND ADOPTED this _____ day of June, 2023.
_______________________
Mayor of the City of
San Clemente, California
ATTEST:
__________________________
CITY CLERK of the City of
San Clemente, California
59 Resolution No. 23-29 Page 3

STATE OF CALIFORNIA )
COUNTY OF ORANGE ) §

CITY OF SAN CLEMENTE )
I, LAURA CAMPAGNOLO, City Clerk of the City of San Clemente, California, do hereby certify that Resolution No. _________ was adopted at a regular meeting of the City Council of the City of San Clemente held on _______ day of May 2023, by the following vote:

AYES:

NOES:

ABSENT:
_______________________
CITY CLERK of the City of
San Clemente, California
Approved as to form:
_________________________
Elizabeth A. Mitchell, City Attorney
60 AGENDA REPORT

CITY OF SAN CLEMENTE
City Council Meeting
910 Calle Negocio
2nd Floor
San Clemente, California
www.san-clemente.org
Meeting Date: 6/20/2023 Agenda Item: 7F
Department: Utilities
Prepared By David Rebensdorf, Utilities Director
Subject:

CONSIDERATION OF A RESOLUTION, AWARDING A PROFESSIONAL SERVICES AGREEMENT

TO UNIVERSAL CORROSION SERVICES, LLC FOR ANNUAL CATHODIC PROTECTION SYSTEM TESTING, EVALUATION AND DESIGN SERVICES NOT TO EXCEED $209,838 FOR

THREE YEARS, AUTHORIZING THE CITY MANAGER TO EXECUTE THE AGREEMENT, AND

FINDING THE PROJECT CATEGORICALLY EXEMPT FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT UNDER CLASS 9 (INSPECTIONS), SECTION 15309 OF THE

STATE CEQA GUIDELINES
Summary:

Before the Council is approval of a Professional Services Agreement with Universal Corrosion Services, LLC (UCORR) of Rancho Cucamonga for a three-year term to provide annual corrosion testing, evaluation, and documentation for existing metallic pipelines and facilities exposed to corrosive environments. In addition, design would be provided to rehabilitate cathodic protection as recommended in previous inspections for Vista Hermosa 16” Reclaimed and Domestic Water Pipelines, Marblehead Pipeline, Reservoir 8, and the Municipal Pier steel piles. Due to corrosive soil conditions and the marine environment within the City’s service area, an evaluation of existing metallic pipelines and facilities is completed annually to increase the life of the infrastructure, the proposed annual cost for inspections is $59,989 for a total three-year cost of $179,967, and the design cost is $29,870 for Year 1.

Background:

The City currently protects significant buried metallic infrastructure against corrosion through cathodic protection, and this project is intended to maintain the existing cathodic protection facilities in good working condition to effectively protect the buried metallic infrastructure and the steel piles at the Municipal Pier against corrosion. Typically, cathodic protection provides an electrical current and sacrificial anode that will corrode instead of the ferrous material being protected. The City’s systems range in age from five years to over 20 years, and require testing on annual basis to ensure their effectiveness and to identify problems. The City previously had a three-year on-call Agreement to test and adjust the City’s metallic infrastructure, and that agreement expired in December 2021.

Infrastructure with cathodic protection included in this Agreement consists of: Reservoir Nos. 4 and 8, Avenida Pico/Avenida La Pata Reclaimed Water Pipelines, Avenida La Pata/Avenida Vista Hermosa Domestic Water Pipelines, Calle Amanacer/Calle Cordillera Reclaimed Water Pipelines, Marblehead Coastal Domestic and Reclaimed Water Pipelines, 30-inch Land Outfall Sewer Line, Main Pump Station Force Main, Schlegel Pump Station, and Municipal Pier Steel Piles.

Staff prepared and requested proposals from engineering firms with corrosion engineering experience through PlanetBids. Five proposals were received, and three were responsive to the services requested in the request for proposal. No responsive bids were from San Clement based CITY OF SAN CLEMENTE Page 1 of 3 Printed on 6/14/2023
powered by Legistar™ 1
Meeting Date: 6/20/2023 Agenda Item: 7F
services requested in the request for proposal. No responsive bids were from San Clement based companies. The three responsive proposals were from Corrpro, Pond & Company, and Universal Corrosion Services with proposal costs of $347,735, $213,530, and $209,838, respectively. Upon review of the written proposals, discussion with the three proposing teams and discussions among representatives from the Utilities and Engineering staff, it was concluded that Universal Corrosion Services, LLC submitted the best proposal, has most qualified project team, demonstrated more relevant experience for the project and has a reasonable and fair fee. The fee is not to exceed $209,838 for three years of cathodic protection evaluation and design based upon time and materials.

Council Options:
· Adopt Resolution No. 23-48, awarding a Professional Services Agreement to Universal Corrosion Services, LLC for three years of cathodic protection evaluation and design services, authorizing the City Manager to execute a Professional Services Agreement with Universal Corrosion Services, LLC for an amount not to exceed $209,838, and finding the project categorically exempt from the California Environmental Quality Act (CEQA) under Class 9 (Inspections, 14 CCR section 15309), Section 15309 of the State CEQA Guidelines. · Modify and adopt Resolution No. 23-48.
· Continue the item and direct staff to provide additional information. · Deny Resolution No. 23-48.

Fiscal Impact:

Yes. The estimated total expenditures for the three-year Agreement for $209,838 from each fund are shown in the table below. Funding is available in these accounts for Fiscal Year 2023-24, and amounts for years two and three of the Agreement will be included in the proposed budgets for Fiscal Year 2024-25 and Fiscal Year 2025-26:

FACILITY TYPE (Fund) BUDGET ACCOUNT COST
WATER (463 ) – Distribution System 052-463-43690 $8,398 WATER (463) – Reservoirs 4 & 8 052-463-43690 $10,798
RECYCLED WATER (465) 052-465-43690 $24,596
SEWER (472) – WRP Land Outfall 054-472-43690 $8,398
SEWER (472) – Main PS Force Main 054-472-43690 $2,400
GEN. FUND (001) – Municipal Pier 001-636-45700-000-23803 $5,399 $59,989
FACILITY TYPE (Fund) BUDGET ACCOUNT COST
WATER (463) – Distribution System 052-466-45300-000-13410 $5,974 WATER (463) – Reservoirs 4 & 8 052-466-45300-000-13410 $5,974 (Res. 8) RECYCLED WATER (465) 052-466-45300-000-13410 $11,948
GEN. FUND (001) – Municipal Pier 001-636-45700-000-23803 $5,974 $29,870
ANNUAL SURVEY COSTS (YEARS 1, 2 & 3)

TOTAL ANNUAL SURVEY COSTS
DESIGN COSTS (YEAR 1 ONLY)
TOTAL DESIGN COSTS (YEAR 1)
CITY OF SAN CLEMENTE Page 2 of 3 Printed on 6/14/2023
powered by Legistar™ 2
Meeting Date: 6/20/2023 Agenda Item: 7F
Environmental Review/Analysis:

Staff recommends that the City Council find that these services qualify for a categorical exemption under the California Environmental Quality Act (CEQA), Section 15309, Class 9 (Inspections) because it consists of activities limited entirely to inspections, to check for performance of an operation, or quality, health or safety of a project. Utilities staff plans to file a CEQA Notice of Exemption for the Annual Cathodic Protection System Testing and Evaluation.

Recommended Actions:

Staff Recommendation
Staff recommends that the City Council adopt Resolution No. 23-48, which would:

1. Determine that the project is categorically exempt from CEQA under Class 9 (Inspections, 14 CCR section 15309), Section 15309 of the State CEQA Guidelines;

2. Award a Professional Services Agreement to Universal Corrosion Services, LLC for three years of annual cathodic protection system testing and evaluation and design services; and

3. Authorize and direct the City Manager to execute a Professional Services Agreement with Universal Corrosion Services, LLC for an amount not to exceed $209,838.

Attachments:

1. Resolution No. 23-48

2. Professional Services Agreement with Universal Corrosion Services, LLC

3. CEQA Notice of Exemption Form D
Notification:

None.

CITY OF SAN CLEMENTE Page 3 of 3 Printed on 6/14/2023
powered by Legistar™ 3
RESOLUTION NO. 23-48

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SAN CLEMENTE, CALIFORNIA, AWARDING A

PROFESSIONAL SERVICES AGREEMENT TO

UNIVERSAL CORROSION SERVICES, LLC FOR ANNUAL

CATHODIC PROTECTION SYSTEM TESTING,

EVALUATION AND DESIGN SERVICES NOT TO EXCEED
$209,838 FOR THREE YEARS, AUTHORIZING THE CITY

MANAGER TO EXECUTE THE AGREEMENT, AND

FINDING THE PROJECT CATEGORICALLY EXEMPT

FROM THE CALIFORNIA ENVIRONMENTAL QUALITY ACT
UNDER CLASS 9 (INSPECTIONS), SECTION 15309 OF

THE STATE CEQA GUIDELINES
WHEREAS, the City currently protects significant buried metallic infrastructure against corrosion through cathodic protection; and
WHEREAS, facilities in need of cathodic protection are: Reservoir Nos. 4 and 8, Avenida Pico/Avenida La Pata Reclaimed Water Pipelines, Avenida La Pata/Avenida Vista Hermosa Domestic Water Pipelines, Calle Amanacer/Calle Cordillera Reclaimed Water Pipelines, Marblehead Coastal Domestic and Reclaimed Water Pipelines, 30-inch Land Outfall Sewer Line, Main Pump Station Force Main, Schlegel Pump Station, and Municipal Pier Steel Piles; and
WHEREAS, a request for proposals was prepared for cathodic protection system testing and evaluation services and three responsive proposals were received; and WHEREAS, after evaluation of the proposals received, Universal Corrosion Services, LLC submitted the best proposal, has most qualified project team, demonstrated more relevant experience for the project and has a reasonable and fair fee.

NOW, THEREFORE, the City Council of the City of San Clemente does hereby resolve as follows:

Section 1. That the above recitals are true and correct and incorporated herein as findings.

Section 2. That this project is categorically exempt from CEQA under Class 9 (Inspections, 14 CCR section 15309), Section 15309 of the State CEQA Guidelines because it consists of activities limited entirely to inspections to check for performance of an operation, or quality, health, or safety of a project.

Section 3. That a Professional Services Agreement for three years of annual cathodic protection system testing and evaluation and design services is hereby awarded to Universal Corrosion Services, LLC.

Attachment 1
4 Resolution No. 23-48 Page 2
Section 4. That the City Manager is authorized and directed to execute a Professional Services Agreement with Universal Corrosion Services, LLC for an amount not to exceed $209,838 in a form substantially similar to the agreement presented to Council on June 20, 2023.

Section 5. The City Clerk shall certify to the passage and adoption of this resolution and enter it into the book of original resolutions.

PASSED AND ADOPTED this _____ day of June, 2023.

ATTEST:
___________________________ __________________________
City Clerk of the City of Mayor of the City of San
San Clemente, California Clemente, California
5 Resolution No. 23-48 Page 3

STATE OF CALIFORNIA )
COUNTY OF ORANGE ) §

CITY OF SAN CLEMENTE )
I, LAURA CAMPAGNOLO, City Clerk of the City of San Clemente, California, do hereby certify that Resolution No. 23-48 was adopted at a regular meeting of the City Council of the City of San Clemente held on the _______ day of June, 2023, by the following vote:

AYES:

NOES:

ABSENT:

IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of San Clemente, California, this _____ day of _________________, ________. __________________________
CITY CLERK of the City of
San Clemente, California
Approved as to form:
_________________________
City Attorney
6 1
55452.01100\31193624.5
Attachment 2

CITY OF SAN CLEMENTE

PROFESSIONAL CONSULTANT SERVICES AGREEMENT

1. PARTIES AND DATE.

This Agreement is made and entered into this day of , 2023, by and between the City of San Clemente, a municipal corporation, organized under the laws of the State of California, with its principal place of business at 910 Calle Negocio, San Clemente, California, 92673 ("City") and UNIVERSAL CORROSION SERVICES, LLC, a California limited liability company, with its principal place of business at 10572 ACACIA STREET, SUITE C4 RANCHO CUCAMONGA, CA 91730 ("Consultant"). City and Consultant are sometimes individually referred to herein as "Party" and collectively as "Parties."

2. RECITALS.

2.1 Consultant.

Consultant desires to perform and assume responsibility for the provision of certain professional CORROSION PROTECTION ENGINEERING consulting services required by the City on the terms and conditions set forth in this Agreement. Consultant represents that it is experienced in providing professional CORROSION PROTECTION consulting services to public clients, is licensed in the State of California, if applicable, and is familiar with the plans of City.

2.2 Project.

City desires to engage Consultant to render such professional CORROSION PROTECTION consulting services for the ANNUAL CATHODIC PROTECTION SYSTEM TESTING AND EVALUATION project ("Project") as set forth in this Agreement.

3. TERMS.

3.1 Scope of Services and Term.

3.1.1 General Scope of Services. Consultant promises and agrees to furnish to the City all labor, materials, tools, equipment, services, and incidental and customary work necessary to fully and adequately supply the professional Corrosion Protection Engineering consulting services necessary for the Project ("Services"). The Services are more particularly described in Exhibit "A" attached hereto and incorporated herein by reference. All Services shall be subject to, and performed in accordance with, this Agreement, the exhibits attached hereto and incorporated herein by reference, and all applicable local, state and federal laws, rules and regulations.

3.1.2 Term. The term of this Agreement shall be from JULY 1, 2023 to June 30, 2026, unless earlier terminated as provided herein. Consultant shall complete the Services within the term of this Agreement, and shall meet any other established schedules and deadlines.
7 55452.01100\31193624.5 2

3.2 Responsibilities of Consultant.

3.2.1 Independent Contractor; Control and Payment of Subordinates. The Services shall be performed by Consultant or under its supervision. Consultant will determine the means, methods and details of performing the Services subject to the requirements of this Agreement. City retains Consultant on an independent contractor basis and not as an employee.

Consultant retains the right to perform similar or different services for others during the term of this Agreement. Any additional personnel performing the Services under this Agreement on behalf of Consultant shall also not be employees of City and shall at all times be under Consultant's exclusive direction and control. Neither City, nor any of its officials, officers, directors, employees or agents shall have control over the conduct of Consultant or any of Consultant's officers, employees, or agents, except as set forth in this Agreement. Consultant shall pay all wages, salaries, and other amounts due such personnel in connection with their performance of Services under this Agreement and as required by law. Consultant shall be responsible for all reports and obligations respecting such additional personnel, including, but not limited to: social security taxes, income tax withholding, unemployment insurance, disability insurance, and workers' compensation insurance.

3.2.2 Schedule of Services. Consultant shall perform the Services expeditiously, within the term of this Agreement, and in accordance with the Schedule of Services set forth in Exhibit "B" attached hereto and incorporated herein by reference. Consultant represents that it has the professional and technical personnel required to perform the Services in conformance with such conditions. In order to facilitate Consultant's conformance with the Schedule, City shall respond to Consultant's submittals in a timely manner. Upon request of City, Consultant shall provide a more detailed schedule of anticipated performance to meet the Schedule of Services.

3.2.3 Endorsement on PS&E/ Other Data. Consultant shall sign all plans, specifications, estimates (PS&E) and engineering data furnished by Consultant, and where appropriate will indicate Consultant’s authorized signature and professional registration number.

3.2.4 Conformance to Applicable Requirements. All work prepared by Consultant shall be subject to the approval of City.

3.2.5 Substitution of Key Personnel. Consultant has represented to City that certain key personnel will perform and coordinate the Services under this Agreement. Should one or more of such personnel become unavailable, Consultant may substitute other personnel of at least equal competence upon written approval of City. In the event that City and Consultant cannot agree as to the substitution of key personnel, City shall be entitled to terminate this Agreement for cause. As discussed below, any personnel who fail or refuse to perform the Services in a manner acceptable to the City, or who are determined by the City 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 the Consultant at the request of the City. The key personnel for performance of this Agreement are as follows: IAN BUDNER, PROJECT MANAGER.

3.2.6 City's Representative. The City hereby designates DAVID REBENSDORF, UTILITIES DIRECTOR, or his/her designee, to act as its representative in all matters pertaining to the administration and performance of this Agreement ("City's Representative"). City's Representative shall have the power to act on behalf of the City for review and approval of all products submitted by Consultant but not the authority to enlarge the Scope of Work or change the total compensation due to Consultant under this Agreement. 8 55452.01100\31193624.5
3 The City Manager shall be authorized to act on City's behalf and to execute all necessary documents which enlarge the Scope of Work or change the Consultant's total compensation subject to the provisions contained in Section 3.3 of this Agreement. Consultant shall not accept direction or orders from any person other than the City Manager, City's Representative or his/her designee.

3.2.7 Consultant's Representative. Consultant hereby designates IAN BUDNER, PROJECT MANAGER, or his/her designee, to act as its representative for the performance of this Agreement ("Consultant's Representative"). Consultant's Representative shall have full authority to represent and act on behalf of the Consultant for all purposes under this Agreement. The Consultant's Representative shall supervise and direct the Services, using his/her best skill and attention, and shall be responsible for all means, methods, techniques, sequences, and procedures and for the satisfactory coordination of all portions of the Services under this Agreement.

3.2.8 Coordination of Services. Consultant agrees to work closely with City staff in the performance of Services and shall be available to City's staff, consultants and other staff at all reasonable times.

3.2.9 Standard of Care; Performance of Employees. 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 shall have sufficient skill and experience to perform the Services assigned to them. Finally, Consultant represents that it, its employees and subconsultants have all licenses, permits, qualifications and approvals of whatever nature that are legally required to perform the Services, and that such licenses and approvals shall be maintained throughout the term of this Agreement.

As provided for in the indemnification provisions of this Agreement, Consultant shall perform, at its own cost and expense and without reimbursement from the City, any services necessary to correct errors or omissions which are caused by the Consultant's failure to comply with the standard of care provided for herein. Any employee of the Consultant or its sub-consultants who is determined by the City to be uncooperative, incompetent, a threat to the adequate or timely completion of the Project, a threat to the safety of persons or property, or any employee who fails or refuses to perform the Services in a manner acceptable to the City, shall be promptly removed from the Project by the Consultant and shall not be re-employed to perform any of the Services or to work on the Project.

3.2.10 Laws and Regulations. Consultant shall keep itself fully informed of and in compliance with all local, state and federal laws, rules and regulations in any manner affecting the performance of the Project or the Services, including all Cal/OSHA requirements, and shall give all notices required by law. Consultant shall be liable for all violations of such laws and regulations in connection with Services. If Consultant performs any work knowing it to be contrary to such laws, rules and regulations, Consultant shall be solely responsible for all costs arising therefrom. Consultant shall defend, indemnify and hold City, its officials, directors, officers, employees, agents, and volunteers free and harmless, pursuant to the indemnification provisions of this Agreement, from any claim or liability arising out of any failure or alleged failure to comply with such laws, rules or regulations.

3.2.11 Safety. Consultant shall execute and maintain its work so as to avoid injury or damage to any person or property. In carrying out its Services, the Consultant shall at all times be in compliance with all applicable local, state and federal laws, rules and 9 4
55452.01100\31193624.5
regulations, and shall exercise all necessary precautions for the safety of employees appropriate to the nature of the work and the conditions under which the work is to be performed.

Safety precautions, where applicable, shall include, but shall not be limited to: (A) adequate life protection and lifesaving equipment and procedures; (B) instructions in accident prevention for all employees and subconsultants, such as safe walkways, scaffolds, fall protection ladders, bridges, gang planks, confined space procedures, trenching and shoring, equipment and other safety devices, equipment and wearing apparel as are necessary or lawfully required to prevent accidents or injuries; and (C) adequate facilities for the proper inspection and maintenance of all safety measures.

3.2.12 Insurance. Consultant agrees to procure and maintain, at Consultant’s expense all insurance specified in Exhibit “C” attached hereto and by this reference incorporated herein. Consultant shall require all subconsultants to carry the same policies and limits of insurance that the Consultant is required to maintain, unless otherwise approved in writing by the City.

3.3 Fees and Payments.

3.3.1 Compensation. Consultant shall receive compensation, including authorized reimbursements, for all Services rendered under this Agreement at the rates set forth in Exhibit "D" attached hereto and incorporated herein by reference. The total compensation shall not exceed TWO HUNDRED NINE THOUSAND EIGHT HUNDRED AND THIRTY EIGHT DOLLARS ($209,838) without written approval of the City Council or City Manager as applicable. Extra Work may be authorized, as described below, and if authorized, will be compensated at the rates and manner set forth in this Agreement.

3.3.2 Payment of Compensation. Consultant shall submit to City a monthly invoice which indicates work completed and hours of Services rendered by Consultant. The invoice shall describe the amount of Services provided since the initial commencement date, or since the start of the subsequent billing periods, as appropriate, through the date of the invoice.

City shall, within 30 days of receiving such invoice, review the invoice and pay all non-disputed and approved charges thereon. If the City disputes any of Consultant's fees, the City shall give written notice to Consultant within thirty (30) days of receipt of an invoice of any disputed fees set forth therein.

3.3.3 Reimbursement for Expenses. Consultant shall not be reimbursed for any expenses unless authorized in writing by City, or included in Exhibit "D" of this Agreement.

3.3.4 Extra Work. At any time during the term of this Agreement, City may request that Consultant perform Extra Work. As used herein, "Extra Work" means any work which is determined by City to be necessary for the proper completion of the Project, but which the Parties did not reasonably anticipate would be necessary at the execution of this Agreement. Consultant shall not perform, nor be compensated for, Extra Work without written authorization from the City.

3.3.5 Rate Increases. In the event that this Agreement is renewed pursuant to Section 3.1.2, the rate set forth in Exhibit “D” may be adjusted each year at the time of renewal as set forth in Exhibit “D.”

3.3.6 Labor Code Requirements.

3.3.6.1 Prevailing Wages. Consultant is aware of the requirements of 10 5
55452.01100\31193624.5
California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects. If the Services are being performed as part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and if the total compensation is $1,000 or more, Consultant agrees to fully comply with such Prevailing Wage Laws. Consultant shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to execute the Services available to interested parties upon request, and shall post copies at the Consultant's principal place of business and at the project site. Consultant shall defend, indemnify and hold the City, its officials, officers, employees, agents, and volunteers free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws.

3.3.6.2 Registration. If the Services are being performed as part of an applicable “public works” or “maintenance” project, in addition to the foregoing, then pursuant to Labor Code sections 1725.5 and 1771.1, the Consultant and all subconsultants must be registered with the Department of Industrial Relations (“DIR”). Consultant shall maintain registration for the duration of the project and require the same of any subconsultants. This project may also be subject to compliance monitoring and enforcement by the DIR. It shall be Consultant’s sole responsibility to comply with all applicable registration and labor compliance requirements, including the submission of payroll records directly to the DIR. Notwithstanding the foregoing, the contractor registration requirements mandated by Labor Code sections 1725.5 and 1771.1 shall not apply to Services performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code sections 1725.5 and 1771.1.

3.4 Accounting Records.

3.4.1 Maintenance and Inspection. Consultant shall maintain complete and accurate records with respect to all costs and expenses incurred under this Agreement. All such records shall be clearly identifiable. Consultant shall allow a representative of City during normal business hours to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement. Consultant shall allow inspection of all work, data, documents, proceedings, and activities related to the Agreement for a period of four (4) years from the date of final payment under this Agreement.

3.5 General Provisions.

3.5.1 Termination of Agreement.

3.5.1.1 Grounds for Termination. City may, by written notice to Consultant, terminate the whole or any part of this Agreement at any time, with or without cause, by giving written notice to Consultant of such termination, and specifying the effective date thereof, at least seven (7) days before the effective date of such termination. Upon termination, Consultant shall be compensated only for those services which have been adequately rendered to City, and Consultant shall be entitled to no further compensation. Consultant may not terminate this Agreement except for cause.

3.5.1.2 Effect of Termination. If this Agreement is terminated as provided herein, City may require Consultant to provide all finished or unfinished Documents and Data and other information of any kind prepared by Consultant in connection with the performance of Services under this Agreement. Consultant shall be required to provide such document and other information within fifteen (15) days of the request. 11 6
55452.01100\31193624.5

3.5.1.3 Additional Services. In the event this Agreement is terminated in whole or in part as provided herein, City may procure, upon such terms and in such manner as it may determine appropriate, services similar to those terminated.

3.5.2 Delivery of Notices. All notices permitted or required under this Agreement shall be given to the respective parties at the following address, or at such other address as the respective parties may provide in writing for this purpose:

Consultant:

City:

Universal Corrosion Service, LLC
10572 Acacia Street, Suite C4
Rancho Cucamonga, CA 91730
ATTN: Ian Budner, Project Manager
City of San Clemente
380 Avenida Pico, Bldg. N
San Clemente, CA 92672
ATTN: JULIE SCHMIDT, MANAGEMENT

ANALYST II
12 7
Such notice shall be deemed made when personally delivered or when mailed, forty-eight (48) hours after deposit in the U.S. Mail, first class postage prepaid and addressed to the party at its applicable address. Actual notice shall be deemed adequate notice on the date actual notice occurred, regardless of the method of service.

3.5.3 Ownership of Materials and Confidentiality.

3.5.3.1 Documents & Data; Licensing of Intellectual Property. This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Consultant under this Agreement ("Documents & Data"). Consultant shall require all subconsultants to agree in writing that City is granted a non-exclusive and perpetual license for any Documents & Data the subconsultant prepares under this Agreement. Consultant represents and warrants that Consultant has the legal right to license any and all Documents & Data.

Consultant makes no such representation and warranty in regard to Documents & Data which were prepared by design professionals other than Consultant or provided to Consultant by the City. City shall not be limited in any way in its use of the Documents & Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City's sole risk.

3.5.3.2 Confidentiality. All ideas, memoranda, specifications, plans, procedures, drawings, descriptions, computer program data, input record data, written information, and other Documents & Data either created by or provided to Consultant in connection with the performance of this Agreement shall be held confidential by Consultant. Such materials shall not, without the prior written consent of City, be used by Consultant for any purposes other than the performance of the Services. Nor shall such materials be disclosed to any person or entity not connected with the performance of the Services or the Project. Nothing furnished to Consultant which is otherwise known to Consultant or is generally known, or has become known, to the related industry shall be deemed confidential. Consultant shall not use City's name or insignia, photographs of the Project, or any publicity pertaining to the Services or the Project in any magazine, trade paper, newspaper, television or radio production or other similar medium without the prior written consent of City.

3.5.3.3 Confidential Information. The City shall refrain from releasing Consultant’s proprietary information ("Proprietary Information") unless the City's legal counsel determines that the release of the Proprietary Information is required by the California Public Records Act or other applicable state or federal law, or order of a court of competent jurisdiction, in which case the City shall notify Consultant of its intention to release Proprietary Information.

Consultant shall have five (5) working days after receipt of the Release Notice to give City written notice of Consultant's objection to the City's release of Proprietary Information. Consultant shall indemnify, defend and hold harmless the City, and its officers, directors, employees, and agents from and against all liability, loss, cost or expense (including attorney’s fees) arising out of a legal action brought to compel the release of Proprietary Information. City shall not release the Proprietary Information after receipt of the Objection Notice unless either: (1) Consultant fails to fully indemnify, defend (with City's choice of legal counsel), and hold City harmless from any legal action brought to compel such release; and/or (2) a final and non- appealable order by a court of competent jurisdiction requires that City release such information.

3.5.4 Cooperation; Further Acts. The Parties shall fully cooperate with one 13 8
another, and shall take any additional acts or sign any additional documents as may be necessary, appropriate or convenient to attain the purposes of this Agreement.

3.5.5 Attorney's Fees. If either party commences an action against the other party, either legal, administrative or otherwise, arising out of or in connection with this Agreement, the prevailing party in such litigation shall be entitled to have and recover from the losing party reasonable attorney's fees and all other costs of such action.

3.5.6 Indemnification.

3.5.6.1 To the fullest extent permitted by law, Consultant shall defend (with counsel of City’s choosing), indemnify and hold the City, its directors, officials, officers, employees, volunteers and agents free and harmless from any and all claims, demands, causes of action, costs, expenses, liability, loss, damage or injury of any kind, in law or equity, to property or persons, including wrongful death, in any manner arising out of, pertaining to, or incident to any alleged acts, errors or omissions, or willful misconduct of Consultant, its officials, officers, employees, subcontractors, consultants or agents in connection with the performance of the Consultant's Services, the Project or this Agreement, including without limitation the payment of all damages, expert witness fees and attorney’s fees and other related costs and expenses.

Consultant’s obligation to indemnify shall not be restricted to insurance proceeds, if any, received by Consultant, the City, its officials, officers, employees, agents, or volunteers.

3.5.6.2 If Consultant’s obligation to defend, indemnify, and/or hold harmless arises out of Consultant’s performance as a “design professional” (as that term is defined under Civil Code section 2782.8), then, and only to the extent required by Civil Code section 2782.8, which is fully incorporated herein, Consultant’s indemnification obligation shall be limited to claims that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant, and, upon Consultant obtaining a final adjudication by a court of competent jurisdiction, Consultant’s liability for such claim, including the cost to defend, shall not exceed the Consultant’s proportionate percentage of fault.

3.5.7 Entire Agreement. This Agreement contains the entire Agreement of the parties with respect to the subject matter hereof, and supersedes all prior negotiations, understandings or agreements. This Agreement may only be modified by a writing signed by both parties.

3.5.8 Governing Law. This Agreement shall be governed by the laws of the State of California. Venue shall be in Orange County.

3.5.9 Time of Essence. Time is of the essence for each and every provision of this Agreement.

3.5.10 City's Right to Employ Other Consultants. City reserves right to employ other consultants in connection with this Project.

3.5.11 Successors and Assigns. This Agreement shall be binding on the successors and assigns of the parties.

3.5.12 Assignment or Transfer. Consultant shall not assign, hypothecate, or transfer, either directly or by operation of law, this Agreement or any interest herein without the prior written consent of the City. Any attempt to do so shall be null and void, and any assignees, 14 9
hypothecates or transferees shall acquire no right or interest by reason of such attempted assignment, hypothecation or transfer.

3.5.13 Construction; References; Captions. Since the Parties or their agents have participated fully in the preparation of this Agreement, the language of this Agreement shall be construed simply, according to its fair meaning, and not strictly for or against any Party. Any term referencing time, days or period for performance shall be deemed calendar days and not work days. All references to Consultant include all personnel, employees, agents, and subconsultants of Consultant, except as otherwise specified in this Agreement. All references to City include its elected officials, officers, employees, agents, and volunteers except as otherwise specified in this Agreement. The captions of the various articles and paragraphs are for convenience and ease of reference only, and do not define, limit, augment, or describe the scope, content, or intent of this Agreement.

3.5.14 Amendment; Modification. No supplement, modification, or amendment of this Agreement shall be binding unless executed in writing and signed by both Parties.

3.5.15 Waiver. No waiver of any default shall constitute a waiver of any other default or breach, whether of the same or other covenant or condition. No waiver, benefit, privilege, or service voluntarily given or performed by a Party shall give the other Party any contractual rights by custom, estoppel, or otherwise.

3.5.16 No Third-Party Beneficiaries. There are no intended third party beneficiaries of any right or obligation assumed by the Parties.

3.5.17 Invalidity; Severability. If any portion of this Agreement is declared invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions shall continue in full force and effect.

3.5.18 Prohibited Interests. Consultant maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Consultant, to solicit or secure this Agreement. Further, Consultant warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employee working solely for Consultant, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Agreement. For breach or violation of this warranty, City shall have the right to rescind this Agreement without liability. For the term of this Agreement, no member, officer or employee of City, during the term of his or her service with City, shall have any direct interest in this Agreement, or obtain any present or anticipated material benefit arising therefrom.

3.5.19 Equal Opportunity Employment. Consultant represents that it is an equal opportunity employer and it shall not discriminate against any subconsultant, employee or applicant for employment because of race, religion, color, national origin, handicap, ancestry, sex or age. Such non-discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination. Consultant shall also comply with all relevant provisions of City's Minority Business Enterprise program, Affirmative Action Plan or other related programs or guidelines currently in effect or hereinafter enacted.

3.5.20 Labor Certification. By its signature hereunder, Consultant certifies that it is aware of the provisions of Section 3700 of the California Labor Code which require every 15 10
employer to be insured against liability for Worker's Compensation or to undertake self- insurance in accordance with the provisions of that Code, and agrees to comply with such provisions before commencing the performance of the Services.

3.5.21 Authority to Enter Agreement. Consultant has all requisite power and authority to conduct its business and to execute, deliver, and perform the Agreement. Each Party warrants that the individuals who have signed this Agreement have the legal power, right, and authority to make this Agreement and bind each respective Party.

3.5.22 Counterparts. This Agreement may be signed in counterparts, each of which shall constitute an original.

3.6 Subcontracting.

3.6.1 Prior Approval Required. Consultant shall not subcontract any portion of the work required by this Agreement, except as expressly stated herein, without prior written approval of City. Subcontracts, if any, shall contain a provision making them subject to all provisions stipulated in this Agreement.
16 11
55452.01100\31193624.5
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be duly executed on the respective dates set forth opposite of their signatures.

CITY OF SAN CLEMENTE
By:

Andy Hall, City Manager
ATTEST:

Dated: , 20
CITY CLERK of the City of
San Clemente, California
APPROVED AS TO FORM:

Elizabeth A. Mitchell, City Attorney

APPROVED AS TO AVAILABILITY
OF FUNDING:

Finance Authorization

UNIVERSAL CORROSION SERVICES, LLC
(“CONSULTANT”)
By:

Name:

Its: General Manager
Dated: , 20
17 EXHIBIT "A"
12 55452.01100\31193624.5

SCOPE OF SERVICES
Please see attached proposal from Universal Corrosion Services, LLC, which is incorporated fully herein by this reference.
18 EXHIBIT "B"
13 55452.01100\31193624.5

SCHEDULE OF SERVICES
Please see attached proposal from Universal Corrosion Services, LLC, which is incorporated fully herein by this reference.
19 EXHIBIT “C”
55452.01100\31193624.5 14

INSURANCE REQUIREMENTS

3.2.12 Insurance.

3.2.12.1 Time for Compliance. Consultant shall not commence work under this Agreement until it has provided evidence satisfactory to the City that it has secured all insurance required under this section. In addition, Consultant shall not allow any subconsultant to commence work on any subcontract until it has provided evidence satisfactory to the City that the subconsultant has secured all insurance required under this section.

3.2.12.2 Types of Insurance Required. As a condition precedent to the effectiveness of this Agreement for work to be performed hereunder, and without limiting the indemnity provisions of the Agreement, the Consultant, in partial performance of its obligations under such Agreement, shall procure and maintain in full force and effect during the term of the Agreement the following policies of insurance. If the existing policies do not meet the insurance requirements set forth herein, Consultant agrees to amend, supplement or endorse the policies to do so.
(A) Commercial General Liability: Commercial General Liability Insurance which affords coverage at least as broad as Insurance Services Office "occurrence" form CG 0001, or the exact equivalent, with limits of not less than $1,000,000 per occurrence and no less than $2,000,000 in the general aggregate. Defense costs shall be paid in addition to the limits. The policy shall contain no endorsements or provisions (1) limiting coverage for contractual liability; (2) excluding coverage for claims or suits by one insured against another (cross-liability); or (3) containing any other exclusion(s) contrary to the terms or purposes of this Agreement. (B) Automobile Liability Insurance: Automobile Liability Insurance with coverage at least as broad as Insurance Services Office Form CA 0001 covering "Any Auto" (Symbol 1), or the exact equivalent, covering bodily injury and property damage for all activities with limits of not less than $1,000,000 combined limit for each occurrence. (C) Workers' Compensation: Workers' Compensation
Insurance, as required by the State of California and Employer's Liability Insurance with a limit of not less than $1,000,000 per accident for bodily injury and disease. (D) Professional Liability (Errors & Omissions): Professional Liability insurance or Errors & Omissions insurance appropriate to Consultant’s profession with limits of not less than $1,000,000 per claim. Covered professional services shall specifically include all work to be performed under the Agreement and delete any exclusions that may potentially affect the work to be performed (for example, any exclusions relating to lead, asbestos, pollution, testing, underground storage tanks, laboratory analysis, soil work, etc.). If coverage is written on a claims-made basis, the retroactive date shall precede the effective date of the initial Agreement and continuous coverage will be maintained or an extended reporting period will be exercised for a period of at least three (3) years from termination or expiration of this Agreement. 20 15 55452.01100\31193624.5

3.2.12.3 Insurance Endorsements. Required insurance policies shall contain the following provisions, or Consultant shall provide endorsements on forms approved by the City to add the following provisions to the insurance policies:
(A) Commercial General Liability:
(1) Additional Insured: The City, its officials, officers, employees, agents, and volunteers shall be additional insureds with regard to liability and defense of suits or claims arising out of the performance of the Agreement.

Additional Insured Endorsements shall not (1) be
restricted to "ongoing operations"; (2) exclude "contractual liability"; (3) restrict coverage to "sole" liability of Consultant; or (4) contain any other exclusions contrary to the terms or purposes of this Agreement. For all policies of Commercial General Liability insurance, Consultant shall provide endorsements in the form of ISO CG 20 10 10 01 (or endorsements providing the exact same coverage) to effectuate this requirement.
(2) Cancellation: Required insurance policies shall not be canceled or the coverage reduced until a thirty (30) day written notice of cancellation has been served upon the City except ten (10) days shall be allowed for non-payment of premium. (B) Automobile Liability:
(1) Cancellation: Required insurance policies shall not be canceled or the coverage reduced until a thirty (30) day written notice of cancellation has been served upon the City except ten (10) days shall be allowed for non-payment of premium.

3.2.12.4 Professional Liability (Errors & Omissions):
(A) Cancellation: Required insurance policies shall not be canceled or the coverage reduced until a thirty (30) day written notice of cancellation has been served upon the City except ten (10) days shall be allowed for non-payment of premium. (B) Contractual Liability Exclusion Deleted: This insurance shall include contractual liability applicable to this Agreement. The policy must “pay on behalf of” the insured and include a provision establishing the insurer’s duty to defend.

3.2.12.5 Workers' Compensation:
(A) Cancellation: Required insurance policies shall not be canceled or the coverage reduced until a thirty (30) day written notice of cancellation has been served upon the City except ten (10) days shall be allowed for non-payment of premium.

3.2.12.6 Primary and Non-Contributing Insurance. All policies of Commercial General Liability and Automobile Liability insurance shall be primary and any other insurance, deductible, or self-insurance maintained by the City, its officials, officers, employees, agents, or volunteers shall not contribute with this primary insurance. Policies shall contain or be endorsed to contain such provisions.

3.2.12.7 Waiver of Subrogation. All policies of Commercial General Liability and Automobile Liability insurance shall specifically allow Consultant or others providing 21 16 55452.01100\31193624.5
insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. Consultant hereby waives its own right of recovery against the City, its officials, officers, employees, agents, and volunteers, and shall require similar written express waivers and insurance clauses from each of its subconsultants.

3.2.12.8 Deductibles and Self-Insured Retentions. Any deductible or selfinsured retention greater than $5,000 must be approved in writing by the City and shall protect the City, its officials, officers, employees, agents, and volunteers in the same manner and to the same extent as they would have been protected had the policy or policies not contained a deductible or self-insured retention.

3.2.12.9 Evidence of Insurance. The Consultant, concurrently with the execution of the Agreement, and as a condition precedent to the effectiveness thereof, shall deliver either certified copies of the required policies, or original certificates on forms approved by the City, together with all endorsements affecting each policy. Required insurance policies shall not be in compliance if they include any limiting provision or endorsement that has not been submitted to the City for approval. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf. At least fifteen (15 days) prior to the expiration of any such policy, evidence of insurance showing that such insurance coverage has been renewed or extended shall be filed with the City. If such coverage is cancelled or reduced and not replaced immediately so as to avoid a lapse in the required coverage, Consultant shall, within ten (10) days after receipt of written notice of such cancellation or reduction of coverage, file with the City evidence of insurance showing that the required insurance has been reinstated or has been provided through another insurance company or companies.

3.2.12.10 Failure to Maintain Coverage. In the event any policy of insurance required under this Agreement does not comply with these specifications or is canceled and not replaced immediately so as to avoid a lapse in the required coverage, City has the right but not the duty to obtain the insurance it deems necessary and any premium paid by City will be promptly reimbursed by Consultant or City will withhold amounts sufficient to pay premium from Consultant payments. In the alternative, City may cancel this Agreement effective upon notice.

3.2.12.11 Acceptability of Insurers. Each such policy shall be from a company or companies with a current A.M. Best's rating of no less than A- VII and authorized to transact business of insurance in the State of California, or otherwise allowed to place insurance through surplus line brokers under applicable provisions of the California Insurance Code or any federal law.

3.2.12.12 Enforcement of Agreement Provisions (non estoppel).

Consultant acknowledges and agrees that actual or alleged failure on the part of the City to inform Consultant of non-compliance with any requirement imposes no additional obligation on the City nor does it waive any rights hereunder.

3.2.12.13 Requirements Not Limiting. Requirement of specific coverage or minimum limits contained in this Appendix are not intended as a limitation on coverage, limits, or other requirement, or a waiver of any coverage normally provided by any insurance.

3.2.12.14 Insurance for Subconsultants. Consultant shall include all subconsultants engaged in any work for Consultant relating to this Agreement as additional 22 17
55452.01100\31193624.5
insureds under the Consultant's policies, or the Consultant shall be responsible for causing subconsultants to purchase the appropriate insurance in compliance with the terms of these Insurance Requirements, including adding the City, its officials, officers, employees, agents, and volunteers as additional insureds to the subconsultant's policies. All policies of Commercial General Liability insurance provided by Consultant’s subconsultants performing work relating to this Agreement shall be endorsed to name the City, its officials, officers, employees, agents and volunteers as additional insureds using endorsement form ISO CG 20 38 04 13 or an endorsement providing equivalent coverage. Consultant shall not allow any subconsultant to commence work on any subcontract relating to this Agreement until it has received satisfactory evidence of subconsultant’s compliance with all insurance requirements under this Agreement, to the extent applicable. The Consultant shall provide satisfactory evidence of compliance with this section upon request of the City.
23 18
55452.01100\31193624.5
EXHIBIT “D”

COMPENSATION
Compensation for the services provided under this Agreement shall be on a time and materials basis at the hourly rates listed in the attached proposal from Universal Corrosion Services, LLC, which is incorporated fully herein by this reference. Total compensation under this Agreement shall not exceed $209,838. Additional work shall require approval by the City Council. 24 19
55452.01100\31193624.5
WORKER’S COMPENSATION INSURANCE CERTIFICATION

WORKERS' COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
(ONE OF THE BOXES BELOW MUST BE CHECKED)
I have and will maintain a certificate of consent from the California Labor Commission to self-insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work to be performed under this contract.

I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work to be performed under this contract. My workers' compensation insurance carrier and policy number are:

Carrier
Policy Number
I certify that, in the performance of the work under this Agreement, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and I hereby agree to indemnify, defend, and hold harmless the City of San Clemente and all of its officials, employees, and agents from and against any and all claims, liabilities, and losses relating to personal injury or death, economic losses, and property damage arising out of my failure to provide such worker’s compensation insurance. I further agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions.

WARNING: FAILURE TO SECURE WORKERS’ COMPENSATION

COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO

CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY’S FEES.
25 n
n
20 55452.01100\31193624.5
Dated: , 20
Consultant
By:

Title
Address
26 REQUEST FOR PROPOSAL

ANNUAL CATHODIC PROTECTION SYSTEM,TESTING ,EVALUATION

AND DESIGN
PREPARED FOR:

UTILITIES DEPARTMENT
380 AVENIDA PICO,BLDG.N
SAN CLEMENTE, CA 92672
PREPARED BY:

UNIVERSAL CORROSION SERVICES, LLC
10572 ACACIA STREET,SUITE C4
RANCHO CUCAMONGA, CA 91730
UCORR PROPOSAL NO.COSCL-Q23-0101
February 2, 2023
27 www.ucorr.net Universal Corrosion Services, LLC Page i February 2, 2023
Mr. Michael Fakhar, P.E.

Project Manager
City of San Clemente
Utilities Department
380 Avenida Pico, Bldg. N
San Clement, CA 92672
Re: Request for Proposal for the Annual Cathodic Protection System Testing, Evaluation and Design Project Thank you for the opportunity to submit the following comprehensive proposal to provide cathodic protection (CP) system testing, evaluation, and documentation services for the subject project. The proposal was prepared based on receipt/review Request for Proposal document, provided drawings and reports, and the sample Professional Services Agreement.

Universal Corrosion Services, LLC (Ucorr) is confident that it will offer the City of San Clemente the highest quality of CP field survey, evaluation, and reporting, as well as engineering and design services. Ucorr has enclosed the following documents in this comprehensive proposal package to fulfill the requirements of the subject RFP:
1) Project Background, Understanding, and Approach: Provides a general understanding of the City of San Clemente, its facilities and CP systems, the project requirements/objectives, and innovative technologies/patents developed to increase efficiency, quality, and sustainability, while decreasing cost and environmental impact.
2) Scope of Work: Provides a brief description of the sequential work tasks required to accomplish the project objectives, how much work will be completed on site, our technical approach, equipment and technologies utilized, submeter GPS data collection methods/procedures, type/quality of deliverables produced, and industry standards utilized for each project task. Also provides a brief description of our internal quality assurance/quality control (QA/QC) procedures and safety procedures. 3) Project Organization & Staffing: Provides a detailed description of the approach and methods for managing the project as well as the line of communication with the City. Provides an organization chart of all key personnel and their roles within the project. Also describes the responsibilities of all key personnel throughout the project execution and brief resumes including job/work experience, specific project experience related to the subject project, special skills, trainings, certifications, education, etc. 4) Related Experience: Provides a description of similar project experience directly related to this project’s scope of work and Ucorr’s qualifications in completing the subject project. Provides a detailed list of similar projects completed with references.
5) Project Schedule: Provides a detailed schedule including time-to-complete for each task and deliverables. 6) Cost Data: Provides a detailed cost breakdown of itemized tasks including labor categories and required labor hours of each team member for each task, as well the cost-to-complete each task at all project milestones.
7) Statement of Compliance: Statement of Compliance regarding the Request for Proposal document and the Draft Services Agreement.
8) Other Information: Provides Ucorr’s Class A and C10 Contractors License certificate, California Department of Industrial Relations (DIR) certification, as well as proof of insurance certificates for Ucorr’s Workers’ Compensation, Commercial General Liability, Professional Liability, and Commercial Auto Liability which meet or exceed the City’s requirements outline in the Draft Professional Services Agreement. 28 www.ucorr.net Universal Corrosion Services, LLC Page ii As mentioned above, Ucorr possesses Class A – General Engineering and C10 – Electrical contractors classifications under License No. 1024943 to perform any construction/installation work related to corrosion monitoring and CP systems through its sister company, Ucorr Innovative Solutions, Inc.

Additionally, as mentioned above, Universal Corrosion Services, LLC possess all required insurance policies that meet and/or exceed the City’s coverage requirements to perform any type of work related to corrosion monitoring/control and CP for the City of San Clemente
Ucorr is also a registered small business holding small business certifications with the following entities. All related certification and vendor numbers are listed as evidence of certification.

1. California Department of General Services (DGS)/Cal eProcure Small Business (micro) Enterprise (Certification #1796394)

2. U.S. Small Business Administration (SBA) Small Business Concern (SBC) (SBC Control ID #SBC_00710829)
All proposed work will be performed on a time and materials basis not-to-exceed the proposed/negotiated contract price unless changes are approved in advance by a change order signed by the City of San Clemente.

This proposal is a firm offer and will be valid for 90 business days from the submittal due date.

We have reviewed the provided sample Professional Services Agreement, can meet the requirements of the agreement, and are willing to enter into an agreement with the City of San Clemente.

The project will be managed from Ucorr’s headquarters located in Rancho Cucamonga, CA. All contact information for this office location can be found below.

The undersigned will act as an Ucorr’s authorized agent to negotiate, represent, and contractually bind if Ucorr is selected as consultant by the City of San Clemente.

Sincerely,
Ian Budner
President/Senior Project Manager
Universal Corrosion Services, LLC (DBA: Ucorr)
10572 Acacia Street, Suite C4
Rancho Cucamonga, CA 91730
Mobile: 909-257-6301
Phone: 909-493-1350
Fax: 909-493-1380
Email: [email protected]
Ian Budner
29 TABLE OF CONTENTS
www.ucorr.net Universal Corrosion Services, LLC Page iii PROJECT BACKGROUND,UNDERSTANDING, AND APPROACH ............................................................................1 SCOPE OF WORK....................................................................................................................................4 PROJECT ORGANIZATION AND STAFFING....................................................................................................14 RELATED EXPERIENCE ............................................................................................................................24 PROJECT SCHEDULE ..............................................................................................................................33 COST DATA.........................................................................................................................................34 STATEMENT OF COMPLIANCE ..................................................................................................................36 OTHER INFORMATION (CONTRACTORS LICENSE, DIR CERTIFICATION,&INSURANCE PROOFS) ................................37 30 PROJECT BACKGROUND,UNDERSTANDING, AND APPROACH
www.ucorr.net Universal Corrosion Services, LLC Page 1
Project Understanding
Ucorr understands that the City of San Clemente owns, maintains, and operates a collection of reservoirs, pipelines, pump stations, and a pier. Many of these facilities are protected utilizing both sacrificial (passive) and impressed current cathodic protection (ICCP) systems as old as 25 years old. Based on our detailed review of all provided information, drawings, data and reports as well as previous City of San Clemente annual cathodic protection system field testing/observations and data analysis between 2019 and 2021, we understand the following:
x Pipelines
The City’s pipeline systems are comprised of various materials including, but not limited to, ductile iron, PVC, and welded cement mortar lined and coated (CMLC) steel. o Ductile Iron: A large portion of the pipeline systems included within this scope of work are constructed of ductile cast iron material and are protected utilizing ICCP systems. The electrical pipeline continuity required for effective CP system performance has been established utilizing continuity bond wires. Various bond wires including #2 and #6 HMWPE are utilized depending on the pipeline diameter and design requirements. Electrical access (test stations) are installed along the pipeline alignments to monitor the effectiveness of the CP systems. Additionally, there are ductile iron pipeline sections protected utilizing sacrificial CP systems (magnesium and/or zinc anodes).
o Welded Steel: There are pipeline sections including blow-offs, air vacs, and other small sections constructed of welded CMLC steel. In general, there will be no electrical continuity concerns for this type of piping as welded joints inherently create electrical continuity. Additionally, after reviewing the provided drawings, it is not clear if CMLC branches (blow-offs, air vacs, etc.) are electrically continuous with ductile iron mains or electrically isolated. o Pipeline Appurtenances: There are metallic valves, fittings, and other appurtenances installed within PVC and ductile iron pipeline sections that are receiving protection utilizing sacrificial CP systems.
o PVC: Portions of the City’s pipeline systems are constructed of PVC piping. CP systems are not installed on these sections as corrosion is not a concern for PVC. However, as mentioned above, there are sacrificial CP systems installed on metallic fittings, appurtenances, laterals, etc. located within PVC piping sections.
o Steel Casings: There are steel casing locations protected utilized sacrificial CP systems (magnesium anodes).

In accordance with the subject RFP, the following seven pipelines included in the scope of work have 11 rectifiers, 92 monitoring test stations, and 18 sacrificial anode test station.

1. 30” Land Outfall

2. Pico Reclaimed Water

3. La Pata Potable Water

4. Vista Hermosa Reclaimed Water

5. Vista Hermosa Potable Water

6. Marblehead Reclaimed Water Expansion

7. Force Main (Associated with Force Main Pump Station) x Reservoirs
Ucorr understands that the City of San Clemente owns/operates several reservoirs. According to our review of the provided RFP, drawings, data, and reports, as well as previous survey work completed, Ucorr understands that the following two reservoirs included in the scope of work are equipped with two ICCP systems each, one for protection of the internal submerged surfaces and one for protection of the external tank bottoms and associated buried piping.

1. Reservoir No. 4

2. Reservoir No. 8
31 PROJECT BACKGROUND,UNDERSTANDING, AND APPROACH
www.ucorr.net Universal Corrosion Services, LLC Page 2
The external CP monitoring system has been designed to evaluate the effectiveness of the CP system for the tank bottoms through embedded reference electrodes installed at various locations underneath the tank.
x Pump Stations
Piping located within pump stations are either receiving protection from sacrificial CP systems or ICCP systems. A vital component of protecting pump station facilities is ensuring proper isolation of pump station facilities, such as pumps, from buried inlet and outlet piping. Additional information regarding evaluation of electrical isolation can be found in the “Scope of Work” section of this proposal. There are a total of 4 test stations/test points and additional facility piping/risers associated with the following pump stations included in the scope of work:

1. Force Main Pump Station

2. Schlegel Pump Station

3. B-3 Pump Station
x Pier
Ucorr understands that the exposed steel piling installed at City of San Clemente’s recreational pier are being protected utilizing a combination of a sacrificial aluminum bracelet anodes and an ICCP system comprised of one rectifier and one MMO anode. Additional information regarding evaluation of the pier’s ICCP system can be found enclosed within the “Scope of Work” and “Related Experience” sections of this proposal.

Project Objectives
Ucorr understands the objectives of this project are:
x Evaluate the effectiveness of CP systems installed on the City’s pipelines, reservoirs, pump stations, and pier.
x Adjust the CP system as necessary to maintain acceptable levels of protection, with the approval of the Utilities Director.
x Identify any shortcomings related to the existing CP systems and facilities including:
o Rectifier faults
o Non-functional impressed current and sacrificial anodes o Electrical discontinuities
o Deficiencies on CP monitoring systems such as damaged test leads, test stations, embedded reference electrodes, and wiring issues
o Ineffective isolation devices
o AC and DC stray current locations and sources
x Provide annual report including recommendations/budgetary cost estimates for remediating shortcomings identified above.
x Collect submeter GPS coordinates and data for all CP system devices installed on the subject pipelines, reservoirs, pump stations, and pier and populate all data/coordinates into the City’s geodatabase for integration in their Graphical Information Systems (GIS) platform. A detailed description of GPS/data collection methods and procedures can be found in the “Scope of Work” section of this proposal package. x Provide required investigations for design efforts and develop design packages for the following Priority I Recommendations listed in the 2021 Annual Survey Report:
o Vista Hermosa 16” Reclaimed Water and 16” Domestic Water North of Bridge Crossing. o Reservoir 8
o Pier
o Marblehead Test Point 8-MHC1-R-TS05
32 PROJECT BACKGROUND,UNDERSTANDING, AND APPROACH
www.ucorr.net Universal Corrosion Services, LLC Page 3
Ucorr is always working to improve its QA/QC programs and safety programs through collective experience with a variety of clients and work environments. By creating dynamic and constantly improving programs, Ucorr ensures that its services are provided in a very timely and high-quality manner. Ucorr always ensures its services are provided in the highest manner of safety for our clients and staff while eliminating all negative impacts that the services may have on the environment. Ucorr completely believes in the principals of sustainable development and is fully committed to design, maintain, and construct sustainable services within the range of our activities.

All key personnel have been involved in several teaming experiences in projects similar to this solicitation through Ucorr and through previous employments. The technical background and qualifications of our project team are explained in detail in the “Project Organization & Staffing” and “Related Experience” sections of this proposal package.

Ucorr will firmly adhere to the following initiatives to improve quality in all aspects of the project:
x All equipment will be calibrated in accordance with the manufacturer’s standards. x All project personnel are technically certified through NACE and/or Operator Qualification (OQ) programs, which are described in detail in the “Scope of Work” section of this proposal. x Staff meetings, client meetings will be held bi-weekly to discuss the possible difficulties and improve the quality of all deliverables and monthly reports.

Ucorr completely believes in the principals of sustainable development and is fully committed to design, maintain, and construct sustainable services within the range of our activities.

Integral elements of sustainability are research and innovation activities. A telling example is the European environmental research and innovation policy. It aims at defining and implementing a transformative agenda to greening the economy and the society as a whole so to make them sustainable. Research and innovation in Europe are financially supported by the programme Horizon 2020, which is also open to participation worldwide.

Ucorr operates based on its innovations. We always approach new projects with the attitude that there are more environmentally friendly, more efficient, and more economical ways to complete each task than the existing methods that have been utilized in the industry for many years. The evidence of our approach is our intellectual properties:
x Multipurpose Segmented Titanium MMO Coated Impressed Current Anodes, 2010 (US Patent #8821698) x Multipurpose Segmented Sacrificial Anodes, 2010 (US Patent #8828195) x Embedded AC Mitigation System, 2015 (US Patent #9774105) x Automated Tank Cathodic Protection Monitoring System, 2015 (US Patent #10018864) x High Efficiency Cast Iron Anode, 2020 (US Patent #10577697) x Marine Utility Cast Iron Anode, 2019 (US Patent #10428430) x Modified Rectangular Wave Polarization Control System, 2022 (US Patent Publication #20220397459) We always utilize innovative methods in our activities to ensure we make the best use of our resources, have less impact on the environment, and minimize safety concerns for our community. 33 SCOPE OF WORK
www.ucorr.net Universal Corrosion Services, LLC Page 4
This section provides a detailed description of the sequential work tasks required to accomplish the project objectives, the type and quality of deliverables, the technologies and approach utilized for each task, and the related industry standards utilized.

To ensure the highest quality of professional engineering services, we understand that our assigned project personnel should review all available alignment sheets, drawings, historical data/reports, and all other available/pertinent documents to become completely familiar with each of the existing pipelines, reservoirs, pump stations, pier and any other associated facilities included in the City’s corrosion control/cathodic protection program.

All survey data will be logged/recorded, including collection of submeter GPS coordinates at all testing locations/facilities, and the annual reports and geodatabase will be updated to exhibit the existing condition of each facility, including recommendations for CP facility repairs and improvements. As Ucorr’s project team completed the City’s Cathodic Protection System Annual Survey between 2019 and 2021, we are completely familiar with all City facilities, CP systems, testing locations/requirements, and access issues, as well as the CP system geodatabase. The same key project team members will be utilized for the duration of the upcoming survey/design contract to improve the quality of field testing/deliverables and save time/budget.

Review of all drawings, CP system as-builts, specifications, and other pertinent information related to the Priority I recommended design efforts as well as preliminary design site investigations including site reconnaissance, constructability reviews, soil resistivity measurements, and other necessary site investigation efforts will be performed. All findings, testing results, and observations from the above-mentioned review/site investigations will be utilized to prepare design packages for the four items requiring design based on the 2021 Annual CP System Survey Report Priority I recommendations.

Following, we have outlined our understanding of the scope of services in accordance with the subject RFP.

Task 1: Data Review and Analysis
x Review of the following available recorded information for all facilities included in, and to be included in the corrosion control program:
o Pipeline and facility design drawings and specifications. o Cathodic protection system drawings and specifications. o Previous CP system survey reports and historical testing data. o Existing soil corrosivity and geotechnical data and reports. o Previously generated CP system geodatabases.
o Any other pertinent, available information related to the CP systems and subject City facilities. x Prepare a detailed project schedule. The detailed schedule shall include accurate time required for each task and dependency to any preceding tasks and subtasks. The detailed schedule will be submitted to the City for approval within two weeks of receiving the Notice-to-Proceed. The project schedule will be updated and resubmitted monthly reflecting all project progress. A preliminary project schedule has been included in this Proposal Package based on assumed start dates.
x Hold a kickoff meeting with City personnel to discuss the project safety concerns, project schedule, and field survey objectives and logistics.

Note: Project status updates including project progress/accomplishments, budgetary summary of each project task, significant issues/concerns, outstanding action items, and planned activities for the upcoming month will be prepared and submitted on a monthly basis with each monthly invoice. 34 SCOPE OF WORK

SCOPE OF WORK
www.ucorr.net Universal Corrosion Services, LLC Page 5
Task 2: Field Survey and Testing
x Perform the CP system survey. A detailed description of all survey test procedures and testing equipment can be found below.
x Review, verify and populate the City’s existing geodatabase attribute fields for all survey/inspection work conducted.
x Perform necessary adjustments to CP system facilities based on analysis of initial CP survey data. x Re-survey all CP system facilities to measure the effectiveness of the adjustments made. Additional adjustments/survey work can be performed if inadequate results are observed.

During each task, the progress and quality of completed work will be checked daily by the project manager, project engineers, and QA/QC coordinator to ensure that Ucorr is meeting all project milestones for each task within the allotted time and budget. The quality of field data and accuracy of design work will be also checked daily by the appropriate personnel and shall be approved by the project manager, QA/QC coordinator, and project engineers. If any collected data looks faulty due to improper equipment calibration or any other possible errors, Ucorr will redo/correct the task at its own expense.

All field crew members are qualified through operator qualification (OQ) programs including Veriforce, NACE/AMPP, Operator Qualification Solutions Group (OQSG), and National Center for Construction Education and Research (NCCER) to perform the corrosion protection/cathodic protection related tasks with the safest and highest quality possible in accordance with the existing applicable standards.

Ucorr values safety above all other aspects of any project. We have implemented necessary safety programs and our crews have completed all required safety trainings to work in hazardous environments. Ucorr has also implemented a drug and alcohol/background check monitoring program with ASAP/OSCA to ensure that our personnel abide by the requirements of the Code of Federal Regulations to work in hazardous environments. The project team will hold weekly safety meetings to discuss all potential safety issues/hazards of the project and develop safeguards to minimize the chance of incidents occurring.

Following is a detailed description of all relevant testing procedures, industry standards, and utilized equipment for all field survey and testing tasks.

VISUAL INSPECTION, SUBMETER GPS COORDINATES, AND PHOTO-DOCUMENTATION Visual inspection will be performed on all accessible CP system/corrosion monitoring system components and associated facilities for signs of damage, degradation, or non-functioning components. All data collected will be tied with a time/date-stamp and latitude/longitude submeter GPS coordinate utilizing the NAD83 coordinate system.

Submeter GPS data will be obtained utilizing a Juniper Geode GNS2 Multi-GNSS Submeter GPS Receiver. Figure 1 displays a typical submeter GPS coordinate being collected at a field testing site utilizing the Juniper Geode GNS2 Multi-GNSS Submeter GPS Receiver.
35 SCOPE OF WORK

SCOPE OF WORK
www.ucorr.net Universal Corrosion Services, LLC Page 6
Figure 1 – Typical Submeter GPS Coordinate Collection Utilizing Juniper Submeter GPS Receiver Additionally, Ucorr will document all tested CP facilities and structures with geo-tagged photos demonstrating the as-found and as-left conditions of the facilities.

RECTIFIER TESTING
¾ APPLICABLE INDUSTRY STANDARDS/TEST METHODS: NACE SP0169, NACE CP 3 MANUAL –SECTION 5

TECHNICAL APPROACH &TECHNOLOGY
Ucorr will perform rectifier inspection, measurements, adjustments, troubleshooting, and maintenance to confirm proper operation of the City’s rectifiers.

Rectifiers are one of the main components in an ICCP system. Operational issues surrounding rectifiers can lead to numerous CP systems issues including a decline in the driving voltage resulting in a decrease in current and structure polarization. Ucorr will inspect all rectifiers per industry standards/regulations as they are vulnerable and vital components of a CP system. Ucorr will visually and operationally inspect the rectifiers for any sign of arcing, strange odor, loose connections, leaks, failed circuit breaker, lightning arrester, and other parts as well. Ucorr will also ensure all inspections are performed with the highest safety standards to ensure no damage is caused to the rectifiers and no harm is caused to the inspector. Ucorr will ensure all required permitting, qualifications/certifications, operator qualification training, lock-out/tag-out, and any other safety requirements are met prior to performing any inspections.

During each inspection, rectifier DC amps & voltage measurements will be collected utilizing a calibrated Fluke Digital Multimeter. In many cases, internal voltmeters and amp/voltage displays are not functioning properly and cannot be relied on for accurate rectifier outputs. For this reason, Ucorr always ensures that it measures the DC amp and voltage outputs through the rectifier output terminals and shunts and compares them against the display meters installed on the rectifiers. By collecting both sets of current/voltage outputs Ucorr can determine the proper DC current/voltage outputs and diagnose if there are any issues with the embedded meters.

POTENTIAL (VOLTAGE) MEASUREMENTS FOR TEST STATIONS AND OTHER FACILITIES ¾ APPLICABLE INDUSTRY STANDARDS/TEST METHODS: NACE SP0169, NACE TM0497, CP 2 MANUAL –SECTION 6

TECHNICAL APPROACH &TECHNOLOGY
Structure-to-Electrolyte Voltage Measurements AC & DC
All AC & DC structure-to-electrolyte voltage measurements will be collected at all test stations, casings, risers, etc. utilizing a calibrated Fluke (Digital Multimeter) or CorrReader GPS Synchronized Test Station Reader with respect to a calibrated, saturated Copper/Copper Sulfate (CSE) reference electrode. 36 SCOPE OF WORK
www.ucorr.net Universal Corrosion Services, LLC Page 7
One major benefit of the CorrReader is that it is equipped with a GPS receiver. This enables Ucorr to electronically log AC/DC voltage measurements, GPS data, and general comments simultaneously increasing the speed and quality of the data collection. Additionally, the CorrReader generates Excel spreadsheets of all stored information, which increases the speed, quality, and accuracy of the data analysis/tabulation and provides increased efficiency for translating all data into to the City’s geodatabase.

Voltage Profile Measurements for the Pier
Ucorr will perform a steel pile potential survey including voltage profiles on per depth on select piles utilizing a CorrReader with respect to a saturated Silver/Silver Chloride reference electrode. Silver/Silver Chloride reference electrodes are the optimal reference electrodes when collecting potential measurements in sea water as it is saturated with a chloride solution and will not be contaminated by the high concentrations of chlorides in sea water.

Interrupted Voltage Measurements
Since historical baseline (depolarized) potential data is available for the City’s subject facilities (test stations, reservoirs, etc.), Ucorr will perform interrupted potential surveys to determine if the facilities are properly protected with respect to the NACE/AMPP 100 mV polarization shift criterion. In these conditions, Ucorr utilizes Cath-Tech GPS Synchronized Current Interrupters to obtain IR-free potential readings of buried/submerged structures. Cath-Tech interrupters utilize electronic switches instead of relays which decreases the possibility of false readings exactly at the time of the “instant-off” reading. For CP systems with multiple current sources, Ucorr’s current interrupters come equipped with GPS receivers and can be instantaneously synchronized with each other through satellite feeds received through the GPS receivers to achieve synchronized interruption. Current interruption is utilized to obtain “On” and “Instant-Off” (IR free) readings. IR free readings are devoid of voltage drop and represent the true polarized potentials of the structure which are necessary to determine the level of protection as described in NACE/AMPP Standard SP0169.

Due to the nature of the electronics within the pulse rectifier assemblies installed on several City pipelines, conventional current interrupters cannot be utilized to properly interrupt the CP systems. However, Ucorr developed customized relays during previous annual survey which will be installed in conjunction with the GPS-synchronized current interrupters to properly interrupt the pulse rectifier assemblies and properly collect Instant-Off potential measurements. Figure 2 displays a typical pulse rectifier interrupter/relay setup (left) and a typical switchmode rectifier interrupter setup (right).

Figure 2 - Pulse Rectifier Interrupter/Relay Setup (left) and Switchmode Rectifier Interrupter Setup (right) Ucorr collects interrupted voltage measurements utilizing a CorrReader GPS Synchronized Test Station Reader/Data Logger. The interruption pattern of the CorrReader can be set to match that of the current interrupters to accurately measure “On” and “Instant-Off” potential measurements. GPS data is logged at each potential measurement 37 SCOPE OF WORK
www.ucorr.net Universal Corrosion Services, LLC Page 8
location as well. Additionally, submeter GPS coordinates will be collected at each measurement location utilizing Juniper Geode GNS2 Multi-GNSS Submeter GPS Receiver as displayed in Figure 1 above. Figure 3 displays the Cath-Tech GPS Synchronized Current Interrupter as well as CorrReader Test Station Reader.

Figure 3 – Typical Cath-Tech GPS-Synchronized Current Interrupter Setup (Left) and CorrReader TS Reader Setup (right)

CURRENT MEASUREMENTS
¾ APPLICABLE INDUSTRY STANDARDS/TEST METHODS: NACE SP0169, NACE CP 3 MANUAL –SECTION 5

TECHNICAL APPROACH &TECHNOLOGY
Anode Current Output Testing
Ucorr utilizes both direct and indirect methods for measuring anode current outputs. Ucorr collects direct anode current outputs utilizing shunts installed within the anode circuit and measuring the voltage drop across the shunt of known resistance. With this information, Ucorr can accurately calculate anode current outputs. Ucorr utilizes a calibrated Fluke Digital Multimeter for measuring shunt voltages to calculate anode current output. Ucorr also utilizes a General Technologies CM100 AC/DC Clamp Meter for indirect current measurements when shunts are not available or when shunts cannot be installed into the anode circuits, such as in the case of direct-connect anodes.

Figure 4 displays typical anode current output measurements via the direct method (left) and indirect method (right).

Figure 4 – Direct Anode Current Measurement (left) and Indirect Anode Current Measurement (right) 38 SCOP

SCOPE OF WORK
www.ucorr.net Universal Corrosion Services, LLC Page 9
Inductive Ammeter Precision DC Current Testing
Inductive Ammeter DC Current testing is useful for precisely measuring DC current magnitude and flow direction at any location on large-diameter conductors (pipelines). Figure 5 displays the Swain Inductive Ammeter utilized for DC current testing.

Figure 5 – Swain Inductive Ammeter Current Measurement System The Swain inductive ammeter is portable and can be utilized at any location along exposed pipelines or other facilities. Test leads, risers, or any other electrical access is not required to collect DC current data utilizing the Swain technology. It can accurately and efficiently pinpoint DC stray current pickup/discharge locations as well as measure the magnitude of CP current at any location on a protected structure. Another benefit of inductive ammeter testing is that it can measure current magnitude/direction on pipelines as small as ¾” an as large as 100” in diameter.

Additionally, inductive ammeter testing utilized the swain meter can be utilized by determining the effectiveness of isolation device on small to large diameter pipelines. Swain inductive ammeters can also be utilized to perform precision resistance measurements by circulating current.

ELECTRICAL CONTINUITY AND STRAY CURRENT TESTING (TROUBLESHOOTING) ¾ APPLICABLE INDUSTRY STANDARDS/TEST METHODS: NACE TM0497

TECHNICAL APPROACH &TECHNOLOGY
Current Interruption Method
If electrical discontinuities are discovered during Phase 1 of the annual survey, Ucorr will utilize the following method to locate electrical discontinuities during future phases of the project, based on the City’s request. Ucorr utilizes the Current Interruption Method to quickly and effectively confirm the electrical continuity of the subject structures.

This method is conducted by applying an interrupted current with a known “on”/“off” cycle time to the subject pipeline. Voltage measurements are then collected along the subject pipeline at available test stations or other test points to confirm the same “on”/“off” time signature. If the same time signature is observed by means of voltage measurements, Ucorr can conclude the span of pipeline/structure between the current injection point and measurement location are electrically continuous. It should be noted that this method cannot precisely locate electrical discontinuities, but can quickly and accurately locate electrically continuous/discontinuous spans.

Additional testing, for example by the Circulating Current Method, is required for precise electrical discontinuity locating.

This method can also help to identify locations that may have stray current interference. Potential readings that are out of the expected range or significantly different from historical data could be signs of stray current interference. 39 SCOPE OF WORK
www.ucorr.net Universal Corrosion Services, LLC Page 10 Potentials and “on”/”off” time signatures can be analyzed to determine if stray current is present or if the CP system is not working as intended.

Pipeline Current Mapping (PCM) Method
Where required Ucorr can also utilize the pipeline current mapping method utilizing a Vivax Metrotech vLocDM2 Pipeline Defect Mapper equipped with a Juniper Submeter GPS Receiver to pinpoint electrical discontinuities.

Additionally, pipeline current mapping surveys are utilized to pinpoint current pick up/drop off locations where stray current is suspected or high voltage attenuation is observed. Figure 6 displays the Defect Mapper System utilized by Ucorr.

Figure 6 - Vivax Metrotech vLocDM2 Current Mapper Equipped with Juniper Submeter GPS Antenna

ISOLATION DEVICE TESTING
¾ APPLICABLE INDUSTRY STANDARDS/TEST METHODS: NACE SP0286

TECHNICAL APPROACH &TECHNOLOGY
Voltage Measurements
NACE Standard SP0286 describes the need for electrical isolation, methods of electrical isolation, comparison of devices available for pipeline isolation, and equipment specification and installation, as well as field testing and maintenance. One common method utilized by Ucorr for assessing the effectiveness of an above-ground or buried electrical insulating device is by measuring pipe-to-soil potentials on each side of the insulating device or by measuring the IR drop across the insulator. If a significant potential difference is seen across the insulator, it can be considered functional. In some cases, it is not apparent if the insulating device is functioning properly based simply on potential differences. Ucorr can also determine the functionality of the insulating device by interrupting the CP current on one side of the insulator and measuring the “on” and “instant-off” potentials on both sides of the device.

If CP is not installed on either side of the device, Ucorr can inject an interrupted DC voltage onto one side of the device and measured “on” and “instant-off” potentials on each side of the insulator. If potential shifts are only seen on the interrupted side of the insulator or if the magnitude of the potential measurements or potential shifts on each side of the insulator are significantly different, it can be deemed to be functioning properly.

High Frequency Method
Ucorr utilizes a MC Miller Gas Electronics Model 601 Insulation Checker to test above ground pipeline insulators very quickly and accurately. This device employs a radio frequency to determine if there are electrical shorts. One major benefit of this technology is that Ucorr can distinguish between a short within an insulating device or a short caused by interconnected piping. Additionally, Ucorr can determine if a bolt, is causing an electrical short or if there is a 40 SCOP

SCOPE OF WORK
www.ucorr.net Universal Corrosion Services, LLC Page 11 short through the flange/gasket interface. By being able to precisely indicate the cause of the short, Ucorr can save the City time and money when performing repairs on insulating devices. Figure 7 displays Ucorr’s Gas Electronics Model 601 Insulation Checker.

Figure 7 - Model 601 Insulation Checker

ALTERNATING/DIRECT STRAY CURRENT (INTERFERENCE) TESTING ¾ APPLICABLE INDUSTRY STANDARDS/TEST METHODS: NACE SP0177, CP 3 MANUAL –SECTION 3

TECHNICAL APPROACH/PLAN &TECHNOLOGY
AC Interference Testing
All possible AC interference scenarios will be evaluated and tested using appropriate NACE/AMPP-approved potential measurement methods by Ucorr’s trained personnel. AC potential measurements will be measured at all test stations, risers, casings, etc. concurrently with DC potentials utilizing a CorrReader Test Station Reader to identify possible AC interference issues.

DC Interference Testing
Static DC interference is often caused by neighboring foreign cathodic protection systems. A thorough review of all collected DC potential data in the vicinity of known foreign CP system facilities will be conducted to identify potential DC interference sources and locations. If DC interference sources are identified, Ucorr will utilize a CorTalk uDL1 potential data loggers which logs AC and DC potential changes over time to study/monitor DC static interference.

Figure 8 displays a typical CorTalk uDL1 data loggers installation.

Figure 8 – Typical CorrTalk uDL1 Micro Data Logger Installation 41 SCOP

SCOPE OF WORK
www.ucorr.net Universal Corrosion Services, LLC Page 12 Interference studies can also be conducted in conjunction with neighboring foreign CP system owners to determine the exact sources of interfering current, interfering current pickup and discharge locations, and the measures that need to be taken to mitigate static interferences issues. Pipeline current mapping utilizing the Metrotech vLocDM2 defect mapper system will also be utilized to locate current pickup and discharge locations.

In order to evaluate and test dynamic interference produced by AC/DC transit systems or other high voltage DC systems (e.g. welding equipment or high voltage DC transmission systems) that are variable in loading nature, Ucorr performs and records structure-to-soil AC/DC potential measurements in affected crossings versus time utilizing data loggers based on NACE/AMPP practices.

Task 3: Cathodic Protection System Testing and Evaluation Report Preparation x Prepare a preliminary report including:
o Description of all field testing and inspection procedures utilized. o Tabulation and analysis of all field-testing data.
o Introduction and description of each pipeline and facility tested and the type of CP system or corrosion monitoring system associated with each.
o Summary of all adjustments made during the initial testing and re-testing. o A complete analysis/explanation of all data and findings o Tabular summary of all damaged or missing test stations. o Color-coded test station data sheets showing all test stations (top view, general site view, and map view) identified by pipeline and test station number and site/detailed photos (one sheet per test station). These individual test station data sheets will also include GPS coordinates and comments specific to each site.
o Evaluation and assessment of operational condition of each pipeline CP system based upon the new and existing data, including the identification of any potential problem areas/locations where possible DC stray current interference sources exist with location(s) identified. o Conclusions regarding the as-found and as-left conditions of all tested facilities, operational status of the test stations and corrosion control systems of each facility, and locations where adequate levels of cathodic protection are not being achieved.
o Prioritized recommendations for cathodic protection system or corrosion monitoring system repairs, replacements, and/or upgrades.
o Preparation of cost estimates in accordance with the prioritized recommendations. o Recommended future cathodic protection system and corrosion monitoring system operation and maintenance procedures and frequency.
o Recommendations for work action items, including system operation and maintenance procedures.
o Arrange meetings to present/discuss report conclusions and recommendations. x Update the geodatabase with recorded GPS coordinates and all survey attributes. x Submit the preliminary report and geodatabase to the City of San Clemente for review. x Incorporate the City’s review comments into the Final Report and Geodatabase. x Prepare a prioritized cost estimate for recommended repairs, replacements, and improvements.

Note: Deliverables will include a Final Report including all information detailed above, an updated geodatabase, and a prioritized cost estimate.
42 SCOPE OF WORK

SCOPE OF WORK
www.ucorr.net Universal Corrosion Services, LLC Page 13 Task 4: Cathodic Protection System Improvement Designs & Investigations x Perform a site investigation to update design data.
x Prepare initial design packages including design calculations, bill of materials, site/location drawings, wiring schematic drawings, and installation/details drawings for the priority I recommended improvement items from the 2021 Annual Cathodic Protection System Survey Report:
o Reservoir 8 – Design Replacement internal CP system to enable proper adjustment/balance for both internal and external surfaces of the reservoir.
o Pier – Design a CP system utilizing the previously acquired Switchmode rectifier and sled anode(s) to protect all pier steel piles.
o Marblehead Pipeline – Design a new anode groundbed to reach adequate levels of protection for the affected section of pipeline.
o Vista Hermosa – Design a new sacrificial CP system for the portion of line that appears to be discontinuous according to the Year 1 CP system deficiencies investigation report. x Arrange a meeting(s) to present/discuss the preliminary design packages. x Incorporate the City’s review comments into the final design packages.

All data/reports will be thoroughly reviewed by Ucorr’s QA/QC engineer to ensure compliance with the City’s requirements.

Ucorr is well-versed with all applicable standards, latest technologies, and requirements related to this solicitation’s scope of work. All required field testing, analysis, and possible CP system design work will be completed per the following standards:
x NACE/AMPP SP0169: Control of External Corrosion on Underground or Submerged Metallic Piping Systems
x NACE/AMPP SP0100: Cathodic Protection to Control External Corrosion of Concrete Pressure Pipelines and Mortar-Coated Steel Pipelines for Water or Wastewater Service x NACE/AMPP TM0497: Measurement Techniques Related to Criteria for Cathodic Protection on Underground or Submerged Metallic Piping Systems
x NACE/AMPP SP0193: External Cathodic Protection of On-Grade Carbon Steel Storage Tank Bottoms x NACE/AMPP Cathodic Protection Manuals: Levels 1 through 4 43 SCOPE OF WORK

PROJECT ORGANIZATION AND STAFFING
www.ucorr.net Universal Corrosion Services, LLC Page 14 As Ucorr’s project team completed the City’s Cathodic Protection System Annual Survey between 2019 and 2021, we are completely familiar with all City facilities, CP systems, testing locations/requirements, and access issues, as well as the CP system geodatabase. The same key project team members will be utilized for the duration of the upcoming survey/design contract to improve the quality of field testing/deliverables and save time/budget.

Ucorr’s goal is always to provide the highest quality services to our clients. Since the beginning of its operations, Ucorr has successfully completed all projects within the allotted time and budget for each service provided to our clients. We are willing to modify the project schedule to meet the project goals and budget. The main factor in Ucorr’s approach is ensuring that we understand the exact target of each task to efficiently and successfully complete the task. Ucorr’s project manager will carefully review the project requirements to fully understand the project goals and their environmental/safety concerns.

Ucorr’s point of contact/project manager will discuss the project in detail with the City to ensure there is a mutual understanding of task goals. The project will also be discussed with the assigned project engineers to evaluate the resources needed throughout the project. A detailed project schedule will be updated based on communications with City personnel, internal discussions with assigned project personnel, and past experience with required time allotment from the City’s 2019 through 2021 surveys. Required manpower, equipment, and vehicles for each task will be allocated and a detailed technical task procedure list for the field crew members will be prepared. The field crew lead will prepare all safety requirements for each task and ensure that all necessary equipment is in a safe, working, and calibrated condition.

The project progress vs. budget will be updated on a monthly basis and reported alongside the monthly invoices to the City of San Clemente as outlined in Section 3.3 of the Draft Professional Services Agreement. Weekly survey progress updates will be communicated with the City.

Ucorr will firmly adhere to the following initiatives throughout the project:

1. All project members will be completely familiar with the project and its goals.

2. The detailed project schedule and budget will be designed to dedicate required resources available to fulfill required tasks prior to deadlines.

3. Safety of field personnel is our primary goal during all field survey work.

4. Quality/accuracy of measurements and data integration.

5. Bi-weekly meetings will be held with the project team to discuss project progress, issues/difficulties, and incidents, if any, to ensure efficient and safe project execution.

6. Project manager will prepare weekly survey updates for the City.

7. Any deviation from the approved project schedule will be reported immediately to the City’s project manager or designated contact.

8. All daily activities will be communicated with the City’s project manager or designated contact. 44 PROJECT ORGANIZATION AND STAFFING
www.ucorr.net Universal Corrosion Services, LLC Page 15 The following Organization Chart represents Ucorr’s personnel that will be assigned to the Annual Cathodic Protection System Testing, Evaluation, and Design Project for the City:

Field Services /
Construction Management
Ian Budner
B.Sc., E.I.T., CP-2
Project Manager,
Point of Contact
Siamak Azimie
B.Sc., P.E.

QA/QC Engineer,
Design Review
Christie Curran
M.Sc.

Administrative
Manager
Omidreza Moghbeli
M.Sc., P.Eng., CP-3
Senior Corrosion
Engineer, Design
Carlos Pacheco
B.Sc., CP-2
Corrosion
Engineer
Dominik Borucki
OQ Certified
Corrosion
Technician
Sebastian Borucki
CP-1, CIP-1
Field Foreman
Daniel Arizmendi
OQ Certified
Corrosion
Technician
Carlos Pacheco
B.Sc., CP-2
Corrosion Eng.,
Drafting
Administrative
Services
Engineering/Design g/
Services
45 PROJECT ORGANIZATION AND STAFFING
www.ucorr.net Universal Corrosion Services, LLC Page 16 Ucorr will be able to meet the City’s requirements and complete all requested tasks with the highest industry standards. All key personnel were involved in the previous City of San Clemente Annual CP System Evaluation Contract as well as other similar projects. Additionally, all field personnel are Operator Qualification (OQ) certified (Abnormal Operating Conditions – AOC, and all required field tasks) with NACE/AMPP, Veriforce, and/or OQSG. The following list describes Ucorr’s team members that will be involved in this project and their roles/responsibilities within the project:
x Ian Budner, E.I.T. – Project Manager, Senior Corrosion Engineer and NACE Cathodic Protection Technician serving as the project manager and point of contact serving as lead for data management/input, data analysis, report writing, and GIS data integration with over 12 years of experience in similar projects including pipeline CP evaluations/DOT annual surveys, as well as project management, construction management, and CP/corrosion control designs. Has led multiple corrosion/CP field evaluations and assessments for various clients in the water, wastewater, and oil & gas industries. Mr. Budner holds two registered patents dealing with corrosion monitoring and cathodic protection systems.
x Omidreza Moghbeli, P.Eng. – Alberta, Canada registered Professional Engineer and NACE Cathodic Protection Technologist serving as the technical lead for all corrosion/CP system data analysis, designs, reports, etc. with over 26 years of international experience in, corrosion engineering, cathodic protection, construction/ construction management, metallurgical engineering, material/coating selection and assessments, and failure analysis. Has provided QA/QC, project management, and corrosion/CP consulting services for many similar projects in the water/wastewater and Oil & gas industries. Mr. Moghbeli holds nine registered patents dealing with corrosion monitoring and cathodic protection systems.
x Siamak Azimie, P.E. – California registered Civil Engineer in charge of Quality Assurance/Quality Control of all activities. Mr. Azimie has over 42 years of extensive corrosion control project management, corrosion control design project management, civil engineering project management, and construction management for large water/wastewater operations with Eastern Municipal Water District. x Carlos Pacheco –Corrosion Engineer and NACE Cathodic Protection Technician in charge of data management/input, GIS Data integration, and report writing. Mr. Pacheco has 6 years of experience in cathodic protection system evaluations, design and drafting, corrosion rate analysis, direct assessment, and materials and corrosion engineering.

Mr. Pacheco holds OQ certifications for CP system testing, installation, evaluation, and troubleshooting with Veriforce.
x Sebastian Borucki – Senior Corrosion Technician, NACE Cathodic Protection Tester and Coating Inspector Level 1 in charge of field operations with 14 years of similar project experience including pipeline and reservoir cathodic protection/corrosion monitoring system evaluations and DOT Annual surveys. Mr. Borucki also has extensive experience in condition assessment, rectifier assessment/troubleshooting, internal pipeline inspections, electrical continuity surveys, cathodic protection system materials and installations, and specialized surveys for the water, wastewater, and oil & gas industries. Mr. Borucki holds two registered patents dealing with corrosion monitoring and cathodic protection systems.
x Daniel Arizmendi – Corrosion Technician holding OQ certifications for CP system testing, troubleshooting, and evaluation with OQSG including AOC, conducting annual CP surveys, inspecting CP rectifiers, CP rectifier maintenance and troubleshooting, inspecting/verifying test lead continuity, soil resistivity testing, and maintaining test leads. Conducted CP system surveys/evaluations for multiple clients in the water, wastewater, and oil & gas industries.
x Christie Curran – Administrative manager, in charge administrative support including daily paperwork, reports, permitting, training/compliance, and budgeting.
x Dominik Borucki – Corrosion Technician holding OQ certification for CP system testing, conducting annual CP surveys, inspecting/verifying test lead continuity and maintaining test leads. Performed CP system surveys for multiple clients in the water, wastewater, and oil & gas industries including CP system annual surveys.

Following, Ucorr has included brief resumes of all key personnel that will be involved in the City’s Corrosion Protection Consulting Services Project. All resumes demonstrate the qualifications and experience related to the subject project and highlight each team member’s education, licenses, certifications, publications, patents, training, relevant work experience, and specific responsibilities for the services described. Complete, detailed resumes can be provided upon request. 46 PROJECT ORGANIZATION AND STAFFING
www.ucorr.net Universal Corrosion Services, LLC Page 17 IAN BUDNER, B.SC., E.I.T. – PROJECT MANAGER,POINT OF CONTACT, AND SENIOR CORROSION ENGINEER

EDUCATION PROFESSIONAL AFFILIATIONS
x B.Sc. Civil Engineer, California State Polytechnic University – Pomona, 2010
x NACE International

PROFESSIONAL REGISTRATIONS,CERTIFICATIONS,&PATENTS
x Engineer in Training (EIT): Fundamentals of Engineering Exam Board of Professional Engineers, Land Surveyors, and Geologists (April, 2009)
x NACE Cathodic Protection Technician 2011 (CP Level 2) x Embedded AC Mitigation System (US Patent #9774105)
x Modified Rectangular Wave Polarization Control System (US Patent #20220397459)

ADDITIONAL COURSES
x First Aid, AED, and CPR
x NACE Cathodic Protection Technician 2011 (CP Level 2) x NCCER, OQSG, and Veriforce Operator Qualification
Programs
x OSCA Refinery Safety Orientation (RSO)
x OSHA 30-hour Construction Safety Training
x Permit Required Confined Space
x Pipeline and Hazardous Materials Safety Administration (PHMSA) Supervisor Training
x Veriforce Certified Covered Task Field Evaluator

RELEVANT WORK EXPERIENCE
x Universal Corrosion Services, LLC (Ucorr) | Manager - Operations | Rancho Cucamonga, CA | Feb. 2014 to Present o City of San Clemente | San Clemente, California; In charge of project management, data processing & analysis, cathodic protection/corrosion control geodatabases creation, report writing, and facilities map preparation & organization for all the City’s CP system facilities for their reclaimed water systems, domestic/potable water systems, reservoirs, pump stations, and pier. Designed CP system improvement/repair plans. o Coachella Valley Water Department through Exaro Technologies | Various Cities, California; Project manager and point of contact for the project. Coordinating with various cities and crews to schedule field activities. Reviewed continuity, underwater structure-to-electrolyte measurements, other CP field survey data, and data tabulation/analysis. o Long Beach Water Department (though GHD Inc.) | Long Beach, California; Project manager for a comprehensive continuity and interference study on a 1000-ft stretch of main water pipeline that included various run of close interval potential surveys (CIPS), Pipeline current mapping (PCM), interrupted potential measurements on test pipeline test stations and pipeline laterals, coordination with foreign, nearby pipeline owners for interference studies. o Eastern Municipal Water District | Perris, California; Performed field evaluation of existing water pipeline including test station survey, soil resistivity measurements, and provided corrosion monitoring system design based on field evaluation. o San Diego County Water Authority | Provide data analysis and report writing for cathodic protection system evaluations of the Miramar Pump Station Facilities (Kiewit) and Padre Dam Flow Control Facilities (Filanc). o Southern California Gas/Sempra Energy | Multiple Locations, California; Internal/external corrosion monitoring data analysis and reporting for ER probes, UT probes, and CP coupons probes installed on various regulated gas pipelines and facilities throughout southern California.
o Marathon Petroleum | Martinez, California; Performed Close Interval Potential Survey (CIPS) and complete cathodic protection system evaluation on multiple product lines and reservoirs in the Amorco Terminal and Amorco Dock. o TerranearPMC | Burbank, California; Impressed Current Cathodic Protection (ICCP) system evaluation, data analysis, improvement recommendations, and design CP system design improvements for well casings and water pipelines. x HDR Engineering, Inc. (HDR|Schiff) | Junior Corrosion Engineer/Project Manager | Claremont, CA | Feb. 2011 to Feb. 2014 o Calleguas Municipal Water District │ CP Condition Assessment and Troubleshooting Survey, Thousand Oaks, California; Performed field survey (pipe to soil potential, continuity testing, Closed Interval Potential Survey (CIPS), electrical isolation testing, and review of existing crossings, analyzed data and provided reports. o Oxy Long Beach, Inc. | Corrosion Protection System Evaluation, Port of Long Beach, California; Complete CP system evaluation including continuity, current requirement, and stray current interference testing. Developed a plan for CP system rehabilitation and improvements for the oil gathering /water injection pipeline systems at the Port of Long Beach. x Schiff Associates | Field Engineer | Claremont, CA | June 2011 to Feb. 2011 o Otay Water District | Cathodic Protection System Survey, San Diego, California; Complete cathodic protection evaluation/test station field survey of over 80 pipelines and CP evaluations of 29 reservoirs. Completed all data entry, analysis, and GIS integration.
47 PROJECT ORGANIZATION AND STAFFING
www.ucorr.net Universal Corrosion Services, LLC Page 18 OMIDREZA MOGHBELI, M.SC., P.ENG.–SENIOR CORROSION ENGINEER &DESIGN

EDUCATION PROFESSIONAL REGISTRATIONS,CERTIFICATIONS,&PATENTS x M.Sc. Metallurgical Engineering (Corrosion and Material Protection), Azad University of Tehran, Science &
Research Centre, 1999
x B.Sc. Metallurgical Engineering (Foundry), Azad University of Karaj, 1996
x Member of APEGGA (The Association of Professional
Engineers, Geologists, and Geophysicists of Alberta,
Canada) – Metallurgy License No. 82943
x NACE Cathodic Protection Technologist 2008 (CP Level 3) x Holds Nine Registered Patents Related to Corrosion
Control & Cathodic Protection

ADDITIONAL COURSES
x NACE, NCCER, and Veriforce Operator Qualification
Programs
x Pipeline and Hazardous Materials Safety Administration (PHMSA) Supervisor Training
x First Aid, AED, and CPR
x OSHA 10-hour Construction Safety Training
x Permit Required Confined Space
x Welding Inspection with Ultrasonic – Level 1

RELEVANT WORK EXPERIENCE
x Universal Corrosion Services, LLC | Principal Engineer | Rancho Cucamonga, CA | Feb. 2014 to Present o City of San Clemente | San Clemente, California; Project manager, technical lead for data analysis, design calculations/drawings and installation. Review all deliverables packages including design efforts, budgetary cost estimates, prioritized mitigation recommendations, and comprehensive survey reports. o Long Beach Water Department | Long Beach, California; Phase IV cathodic protection system field investigation, design, and installation. Principal engineer reviewing all data analysis and CP system design work. o Long Beach Water Department (though GHD Inc.) | Long Beach, California; Technical lead for a comprehensive continuity and interference study on a 1000-ft stretch of main water pipeline. Developed a testing strategy to accurately pinpoint multiple discontinuities between test stations and provided final interference analysis results interpretation. o Cucamonga Valley Water District | Rancho Cucamonga, California; Provided failure analysis and corrosion/metallurgical consulting services for the water districts facilities. o Mladen Buntich Construction Co., Inc. | Rancho Cucamonga, California; Provided consulting services for construction contractor and completed technical review of CP commissioning reports, CP system evaluation data, CP system specifications, as-builts, and client correspondence. Provided recommendations moving forward with existing CP system. o TerranearPMC | Burbank, California; Impressed Current CP system evaluation and design improvements. o Southern California Gas/Sempra Energy | Multiple Locations, California; Internal/external corrosion monitoring data analysis and reporting for ER probes, UT probes, and CP coupons probes installed on various regulated gas pipelines and facilities throughout southern California.
x HDR Engineering, Inc. (HDR|Schiff) | Manager – Engineering Services | Claremont, CA | Aug. 2011 to Nov. 2013 o Eastern Municipal Water District | Provided as needed Metallurgical/Corrosion Engineering Services, Failure Analysis, CP System Evaluation. Provided supervision on all corrosion monitoring and Cathodic Protection surveys. x Corrpro Companies | Senior Engineer | Santa Fe Springs, CA | Mar. 2011 to Aug. 2011 o Inland Empire Utilities Agency | East Recycled Water Pipeline Corrosion Assessment, Rancho Cucamonga; Corrosion test station survey to assess the need for cathodic protection systems. x Schiff Associates | Senior Corrosion Engineer/Special Operations Division Manager | Claremont, CA |Aug. 2009 to Nov. 2010 o Inland Empire Utilities Agency | Chino, California; Inline corrosion inspection for Carbon Canyon water treatment center. x Worley Parsons | Integrity Engineer | Calgary, Alberta, Canada | May 2006 to June 2009 o Albian Sands Energy, Inc. | Expansion 1 Project – EPCM, Alberta, Canada; Performed cathodic protection design, coating selection, and wrote specifications for intersite/underground pipelines. Designed internal and external cathodic protection systems for all storage tanks, process vessels, and intersite pipelines. x Alberta Corrosion Technologies, Inc. | President/Project Manager | Calgary, Alberta, Canada | Oct. 2003 to June 2006 o Zang Setizan Shargh Eng. Co. (ZSS) | Tehran, Iran; Corrosion survey and monitoring equipment procurement through agency agreements. Train and certify client’s personnel with survey techniques and data interpretation. x Zang Setizan Shargh Eng. Co./Plarck Sanat Ltd. | CEO, Engineer/President, Engineer | Tehran, Iran | Aug. 1996 to Aug. 2003 o Lar Consultant Engineers | Arak Water Pipeline, Arak, Iran; Site survey, design and material procurement for cathodic protection for the NPS 36 Arak water pipeline (125 km) in central Iran. Project Manager, cathodic protection design review and final approval, procurement and managing the installation. 48 PROJECT ORGANIZATION AND STAFFING
www.ucorr.net Universal Corrosion Services, LLC Page 19 SIAMAK AZIMIE, M.SC., P.E. – QA/QC ENGINEER &DESIGN/REPORT REVIEW

EDUCATION
x Master of Science Degree in Civil Engineering, California State University, Long Beach, 1992 x Bachelor of Science Degree in Civil Engineering, California State University, Los Angeles, 1981

PROFESSIONAL REGISTRATIONS &CERTIFICATIONS PROFESSIONAL AFFILIATIONS x Professional Engineer, Civil – California (C59465)
x General Engineering Contractor License “A” – California (969080)
x Cross Connection Control Specialist, USC
x Principals of Supervision
x Supervisor’s Academy
x Water Facility Corrosion
x Traffic Control, Trenching & Excavation Safety Program x ASCE – American Society of Civil Engineers
x APWA – American Public Works Association
x CWEA – California Water Environment Association
x CCEA – City and County Engineering Association
x IASEA – Iranian American Society of Engineers and
Architects – President, Board of Directors
x OCWA – Orange County Water Association
x AWWA – American Water Works Association
x CMAA – Construction Management Association of
America

RELEVANT WORK EXPERIENCE
x Universal Corrosion Services, LLC | Senior Civil Engineer/Project Manager | Rancho Cucamonga, CA | Dec. 2016 to Present o City of San Clemente | Provided QA/QC for the CP system annual survey evaluations and reports for the City’s pipelines, reservoirs, pump stations, and pier.
o Marathon Pipeline (Previously Andeavor) | Various Cities, Southern California; Provided QA/QC for CP survey reports and designs for various projects including Berth 121 and Long Beach Terminal cathodic protection improvements. o Long Beach Water Department | Project Manager, client contact, Engineering, and QA/QC review for cathodic protection system evaluation, design, and construction management of recycled water pipelines, Phase IV. x NCE, Inc. | Senior Program Manager | Fountain Valley, CA | 2014 to 2015 o Assist public agencies in reviewing private improvements to ensure compliance with latest City’s Rules and Regulations, and Standard Specifications and lead/managed misc. project or programs for public agencies and special districts. o Manage assigned engineering projects and coordinated with project personnel. o Establish details for proposals and reviewed proposals for design and construction projects. o Managed construction projects as well as aided in establishment of the firm’s annual budget. o Develop contractual documents for the agencies use and recommend selection of engineering design consultant; oversee coordination and management of engineering consultants. x Inland Empire Utilities Agency and City of Ontario | Senior Project Manager/Engineer | Ontario, CA | 2003 to 2012 o Recycled Water Program. IEUA Recycled Water Program Manager. The program involved site investigation, preparation of retrofit plans, preparation of engineering report, cross-connection testing, up to completion and energizing recycled water to the site. Worked directly with agency’s seven (7) member agency staff in planning, design, construction and managing expansion of the regional recycled water system. o Capital Improvement Projects. Managed over $75 million in design and construction projects including more than 30 miles of 20-48 inch pipelines, pump stations and reservoirs. Was IEUA’s lead in regional Recycled Water project coordination with all its seven (7) member agencies.
x City of Ontario | Principal Engineer | Ontario, CA | 2003 to 2005 o Supervised engineering division and supervised, planned, and administered the City’s water quality program o Committee member, Department’s Regulatory Compliance, interpret policies/procedures established by regulatory agencies
o Supervised coordination of plan checking with operation and maintenance staff x Elsinore Valley Water District | Senior Engineer | Lake Elsinore, CA | 2000 to 2003 o Supervised and coordinated work of engineering and field personnel to determine long range capital improvement program – including, water, wastewater, and recycled water x City of Fullerton | Project Manager (Associate Engineer) | Fullerton, CA | 1989 to 2000 o Supervised/managed planning, engineering design, and construction of the City’s CIP’s o Supervised the City’s water conservation program
x Irvine Ranch Water District | Associate Engineer/Development Supervisor | Irvine, CA | 1981 to 1989 o Prepared plans, specifications, and environmental impact reports for water, wastewater, and recycled water facilities 49 PROJECT ORGANIZATION AND STAFFING
www.ucorr.net Universal Corrosion Services, LLC Page 20 CARLOS PACHECO, B.SC.–CORROSION ENGINEER &DRAFTING

EDUCATION PROFESSIONAL AFFILIATIONS/REGISTRATIONS
x B.Sc. Chemical and Materials Engineering, California State Polytechnic University – Pomona, 2019
x NACE Cathodic Protection Technician (CP-2)

ADDITIONAL COURSES
x OQSG, and Veriforce Operator Qualification Programs
x OSCA Refinery Safety Orientation (RSO)
x OSHA 10-hour Construction Safety Training
x Permit Required Confined Space

RELEVANT WORK EXPERIENCE
x Universal Corrosion Services, LLC (Ucorr) | Corrosion Engineer| Rancho Cucamonga, CA | Feb. 2018 to Present o City of San Clemente | San Clemente, California; Prepared cathodic protection/corrosion control geodatabases, performed cathodic protection field survey and data tabulation/analysis, preparation of map for all the City’s CP system facilities for their reclaimed water systems, domestic/potable water systems, reservoirs, pump stations, and pier. Helped develop and draft CP system improvement/repair plans.
o Coachella Valley Water Department through Exaro Technologies | Various Cities, California; Performed pipeline continuity, underwater structure-to-electrolyte measurements, other CP field survey data, and data tabulation/analysis. o Long Beach Water District | Long Beach, California; Phase IV cathodic protection system field investigation, soil resistivity measurement and test station measurements data tabulation/analysis for multiple steel and ductile iron water pipelines. o Long Beach Water Department (though GHD Inc.) | Long Beach, California; Data collection, tabulation and analysis for a comprehensive continuity and interference study of a main water pipeline that included various run of close interval potential surveys (CIPS), Pipeline current mapping (PCM), interrupted potential measurements on test pipeline test stations and pipeline laterals.
o Cucamonga Valley Water District | Rancho Cucamonga, California; Performed analysis of conditions of stainless steel weir plates that had experience deterioration. Developed recommendations of material selection options for replacement of weir plate material.
o Marathon Pipeline | Various Cities, Southern California; Performed CIPS and DCVG data collection and tabulated, analyzed, and prepared CIS reports for various DOT regulated oil pipelines of varying diameters utilizing Impressed Current Cathodic Protection (ICCP) systems.
o Eastern Municipal Water District | Multiple Locations, California; Perform tabulation, analysis and report preparation for CP system evaluations, test station surveys, interference studies, and electrical isolation/continuity testing for multiple water/recycled water pipelines. Conducted pipe-to-soil potential measurements to determine the structural integrity of current anodes and to ensure that CP systems are working properly during and after construction. o Southern California Gas/Sempra Energy | Multiple Locations, California; Internal/external corrosion monitoring data analysis and reporting for ER probes, UT probes, and CP coupons probes installed on various regulated gas pipelines and facilities throughout southern California.
o Andeavor Logistics | Long Beach, California: Cathodic Protection Survey and Improvement design for multiple land-side and marine-side structures.
o Tesoro Logistics | Carson/Stockton California; Complete cathodic protection system evaluation on multiple tanks in the Carson and Stockton Terminals.
o TerranearPMC | Burbank, California; Impressed Current Cathodic Protection (ICCP) system evaluation for well casings and installation of ICCP system improvements.
o Marathon Pipeline Annual CIS| CIS Reports, Long Beach, California; Tabulated, analyzed, and prepared reports for CIS data obtained from various Marathon pipelines to make recommendations based on NACE criterion for CP x CAL POLY POMONA | Researcher| Rancho Cucamonga, CA | Feb. 2014 to 2021 o CME Department | Electrochemical evaluation of corrosion properties of metallic-alloys; Performed polarization tests of metallic-alloys in electrolytic solution to evaluate corrosion properties, metallurgically prepared metal samples, performed data extraction, calculation and analysis, performed surface analysis using various types of microscopy. 50 PROJECT ORGANIZATION AND STAFFING
www.ucorr.net Universal Corrosion Services, LLC Page 21 SEBASTIAN BORUCKI –SENIOR CORROSION TECHNICIAN &FIELD FOREMAN

PROFESSIONAL CERTIFICATIONS PROFESSIONAL AFFILIATIONS &PATENTS x NACE Coatings Inspector 2011 (CIP-1) No. 35496
x NACE Cathodic Protection Tester 2010
x Modified Rectangular Wave Polarization Control System (US Patent #20220397459)
x Automated Tank Cathodic Protection Monitoring System, (US Patent #10018864)

ADDITIONAL COURSES
x BAC Pin Brazing
x First Aid, AED, and CPR
x NACE Cathodic Protection Tester 2010
x NACE Coatings Inspector 2011 (CIP Level 1)
x NACE, NCCER, OQSG, and Veriforce Operator Qualification Programs
x OSCA Refinery Safety Orientation (RSO)
x OSHA 30-hour Construction Safety Training
x Permit Required Confined Space

RELEVANT WORK EXPERIENCE
x Universal Corrosion Services, LLC (Ucorr) | Manager – Field Services | Rancho Cucamonga, CA | Sep. 2014 to Present o City of San Clemente | San Clemente, California; In charge of all field activities including inspection/documentation, potential surveys, continuity survey, PCM survey, stray current studies, and improvements/repairs installation for the City’s reclaimed water systems, domestic/potable water systems, reservoirs, pump stations, and pier. o Coachella Valley Water Department through Exaro Technologies | Various Cities, California; In charge of collecting pipeline continuity, underwater structure-to-electrolyte measurements, other CP field survey data. o Long Beach Water Department (though GHD Inc.) | Long Beach, California; In charge of filed activities for a comprehensive continuity and interference study of a main water pipeline that included various run of close interval potential surveys (CIPS), Pipeline current mapping (PCM), interrupted potential measurements on test pipeline test stations and pipeline laterals.
o Tesoro Logistics | Martinez, California; Performed Close Interval Potential Survey (CIPS) and complete cathodic protection system evaluation on multiple product lines in the Amorco Terminal and Amorco Dock. o Southern California Gas/Sempra Energy | Multiple Locations, California; Internal/external corrosion monitoring data collection for ER probes, UT probes, and CP coupons probes installed on various regulated gas pipelines and facilities throughout southern California.
o California Resources Corporation | Long Beach, California; Performed complete DOT-regulated CP system evaluation survey including CIS, DCVG, pipeline current mapping, depth of cover, test station survey, and rectifier survey for numerous oil, gas, and water pipelines.
o TerranearPMC | Burbank, California; Impressed Current Cathodic Protection (ICCP) system evaluation for well casings and installation of ICCP system improvements.
o Long Beach Water Department through Paso Robles Tank, Inc. | Long Beach, California; Performed sacrificial (passive) CP system improvement material procurement and installation for approximately 30 water storage reservoirs. x HDR Engineering, Inc. (HDR|Schiff) | Corrosion Technician/Coatings Inspector | Claremont, CA | Feb. 2011 to Sep. 2014 o City of Huntington Beach | Annual surveys of buried water pipelines, Huntington Beach, California; Performed field surveys including pipe-to-soil potentials, electrical continuity testing, On/Off surveys, insulated flange testing, rectifier testing and adjustments, and data analysis.
o City of Phoenix │ Tank CP Condition Assessment and Troubleshooting Survey, Phoenix and adjacent city’s, Arizona; Performed field survey of existing CP systems, current requirement testing to establish coating loss, and analyzed data and generated reports.
o Frank Coluccio Construction (City of Honolulu) | Cathodic Protection System Troubleshooting and Rehabilitation, Honolulu, Hawaii; CP system installation including test stations, anodes, CAD welded and pin brazed connections, rectifiers and junction boxes, and insulating flange kits. Troubleshooting and survey of existing and new CP systems. x Schiff Associates | Corrosion Technician/Coatings Inspector | Claremont, CA | Nov. 2009 to Feb. 2011 o Eastern Municipal Water District | Cathodic Protection System Evaluation & Improvements/Construction Management, City of Perris, California; Potential survey, current requirement testing, electrical continuity testing, soil resistivity testing, rectifier troubleshooting, and pipeline discontinuity repairs. o Otay Water District | Cathodic Protection System Survey, San Diego, California; Test station survey of over 80 pipelines and CP evaluation of 29 reservoirs.
51 PROJECT ORGANIZATION AND STAFFING
www.ucorr.net Universal Corrosion Services, LLC Page 22 DANIEL ARIZMENDI –CORROSION TECHNICIAN

EDUCATION PROFESSIONAL CERTIFICATIONS
x WyoTech Electrical Technology Degree - Long Beach, 2010 x OSHA 10-Hour Construction Safety Training x Veriforce and OQSG Operator Qualification Program

RELEVANT WORK EXPERIENCE
x Universal Corrosion Services, LLC (Ucorr) | Corrosion Technician | Rancho Cucamonga, CA | Nov. 2016 to Present o City of San Clemente | San Clemente, California; Assisted with all field activities including inspection/documentation, potential surveys, continuity survey, PCM survey, stray current studies, and improvements/repairs installation for the City’s reclaimed water systems, domestic/potable water systems, reservoirs, pump stations, and pier. o Coachella Valley Water Department through Exaro Technologies | Various Cities, California; In charge of collecting pipeline continuity data, underwater structure-to-electrolyte measurements, other CP field survey data. o Long Beach Water Department through Paso Robles Tank, Inc. | Long Beach, California; Performed sacrificial (passive) CP system improvement material procurement and installation for approximately 30 water storage reservoirs. o Long Beach Water Department | Long Beach, California; Phase IV cathodic protection system field investigation, soil resistivity measurement, test station measurements, and data analysis for multiple steel and ductile iron water pipelines. o Air Products | Various Cities, Southern California; Performed line locating and pipeline current mapping (PCM) on newly acquired hydrogen gas pipelines.
o Getty Center | Los Angeles, California; Collected field data for cathodic protection system testing and evaluation. Assisted in installation of cathodic protection system improvements. o Paramount Pipeline (through World Energy) | Various Cities, Southern California; Performed close interval potential surveys (CIPS), pipeline current mapping (PCM), annual test station structure-to-electrolyte potential measurements, and Cathodic Protection system improvements installation.
o San Bernardino Airport | San Bernardino, California; Performed annual survey including, visual inspection of test stations, test lead integrity, and pipe-to-soil measurements. Performed bi-monthly rectifier inspection and output measurements. o California Resources Corporation | Long Beach, California; Performed complete DOT-regulated CP system evaluation survey including CIS, DCVG, pipeline current mapping, depth of cover, test station survey, and rectifier survey for numerous oil, gas, and water pipelines.
o Marathon Pipeline | Various Cities, Southern California; Performed CIPS, DCVG, and Test Station data collection for DOT regulated oil pipelines of varying diameters utilizing Impressed Current Cathodic Protection (ICCP) systems. o TerranearPMC | Burbank, California; Impressed Current Cathodic Protection (ICCP) system evaluation for well casings and installation of ICCP system improvements.
o San Diego County Water Authority | Provide field data collection for cathodic protection system evaluations of the Miramar Pump Station Facilities (Kiewit) and Padre Dam Flow Control Facilities (Filanc). x Allfast Fastening Systems | Machine Operator/Maintenance Technician | City of Industry, CA | May 2011 to Nov. 2016 o Maintenance and troubleshooting of mechanical and electrical systems. o Metallurgical heat treatment and induction heat treatment machines. o Machine operations and maintenance.
x Marcowall Inc. | Apprentice | Gardena, CA | Aug. 2008 to Jan. 2009 o Scaffold builder certification.
o First aid and safety certification courses.
o General construction projects.
52 PROJECT ORGANIZATION AND STAFFING
www.ucorr.net Universal Corrosion Services, LLC Page 23 CHRISTIE CURRAN –ADMINISTRATIVE MANAGER

EDUCATION PROFESSIONAL CERTIFICATIONS/CREDENTIALS
x B.Sc. Social Science, California Polytechnic State University – San Luis Obispo, 2007
x M.Sc. Education, National University 2015
x BTSA through Orange County Department of Education
x Single Subject Teaching Credential through National
University

RELEVANT WORK EXPERIENCE
x Universal Corrosion Services, LLC (Ucorr) | Administrative Manager | Rancho Cucamonga, CA | Oct. 2021 to Present o Office Administrative Manager; Provided project support and in charge of all administrative and accounting duties including preparing invoices, managing AP/AR accounts with clients and vendors for material procurement tasks, compliance and safety requirements, scheduling, and maintaining payroll/certified payroll records for various clients in various cities, including:
ƒ Coachella Valley (through Exaro Technologies) | Various Cities, Southern California ƒ Paramount Pipeline (through World Energy) | Various Cities, Southern California ƒ TerranearPMC |Burbank, California
x Lorbeer Middle School | Educator/PBIS Group Manager | Diamond Bar, CA | to Aug. 2017 to Oct. 2021 o Teacher Teaching Specialist (TTS); Designed, implemented, and managed various school-wide support system structures for diverse student population.
o Positive Behavior Intervention & Support (PBIS) Coach; Implemented school wide positive behavior system for students. o AVID Team Member
x Masuda Middle School | Supervisor/Educator | Fountain Valley, CA | Sep. 2014 to Jul. 2017 o Tutoring Supervisor
o Taught social studies and honors English language arts x St. Angela Merici Parish School | Educator/PBIS Group Manager | Brea, CA | Aug. 2011 to Jun. 2014 o Middle School Level Coordinator
o Green Team Club Moderator
x Placentia Yorba Lind Unified School District | Educator | Yorba Linda, CA | Sep. 2009 to Jun. 2011 o Student teacher and substitute teacher in English language arts and math.

DOMINIK BORUCKI –CORROSION TECHNICIAN

EDUCATION PROFESSIONAL CERTIFICATIONS
x Kinesiology Degree in Progress – University of Saint Francis, Indiana x Veriforce and OQSG Operator Qualification Program

RELEVANT WORK EXPERIENCE
x Universal Corrosion Services, LLC (Ucorr) | Corrosion Technician | Rancho Cucamonga, CA | Nov. 2020 to Present o Coachella Valley Water Department through EXARO Technologies | Various Cities, Southern California; Field testing including pipeline continuity testing, structure-to-electrolyte, and structure lead integrity testing. o Long Beach Water Department (though GHD Inc.) | Long Beach, California; Data collection for a comprehensive continuity and interference study of a main water pipeline that included various run of close interval potential surveys (CIPS), Pipeline current mapping (PCM), interrupted potential measurements on test pipeline test stations and pipeline laterals.
o TerranearPMC | Burbank, California; Assisted with Impressed Current Cathodic Protection (ICCP) system evaluation data collection for well casings.
o Marathon Pipeline | Various Cities, Southern California; Assisted with CIPS, DCVG, and Test Station data collection for DOT regulated oil pipelines of varying diameters utilizing Impressed Current Cathodic Protection (ICCP) systems. o World Energy (Paramount Pipeline) | Various Cities, Southern California; Assisted with close interval potential surveys (CIPS), pipeline current mapping (PCM), annual test station structure-to-electrolyte potential measurements, and Cathodic Protection system improvements installation.
53 RELATED EXPERIENCE
www.ucorr.net Universal Corrosion Services, LLC Page 24 All key personnel have been involved in several teaming experiences in projects similar to this solicitation. Ucorr’s team has vast experience and expertise related to project management, corrosion services consulting, cathodic protection/corrosion monitoring system evaluations, specialized corrosion/cathodic protection system surveys, corrosivity studies, and corrosion monitoring/cathodic protection system designs, and cathodic protection system installations for reservoirs and steel, ductile iron, mortar-coated steel, and prestressed concrete cylinder pipelines, and offshore structures in the water, wastewater, and oil & gas industries. Ucorr’s project manager and senior personnel have vast experience in engineering consulting/management of small, mid-size, and large corrosion/civil engineering projects in the water, wastewater, and oil & gas industries for the private sector as well as public entities including cities, utility agencies, and water districts. A detailed description of all key personnel including qualifications, experience, licenses/certifications, project roles, and brief resumes can be found in the “Project Organization & Staffing” section of this proposal package.

Our team’s extensive and wide-ranging experience has created a highly synergistic team capable of providing the highest quality services for the City of San Clemente.

Ucorr was successful in executing service/consulting contracts with the following entities for corrosion engineering services and cathodic protection services:
x City of San Clemente
x Coachella Valley Water District
x Long Beach Water Department
x World Energy
x Marathon Petroleum
x City of Eureka
x City of Santa Monica
x Irvine Ranch Water District
x San Diego County Water Authority
x Sempra Utilities – Southern California Gas Company and San Diego Gas & Electric. x Cucamonga Valley Water District
x California Resources Corporation
x City of Burbank (TerranearPMC)
x Eastern Municipal Water District
x Air Products
Additionally, Ucorr has provided eleven relevant examples of past project experiences similar to the nature of this solicitation including references in the following pages demonstrating our key personnel’s competence to perform the subject services. Each of the project examples include client contact information, description of work/services provided, contract amount, project dates, location of work, and key personnel and their responsibilities.

The project examples detailed below also highlight our team members’ involvement/collaboration in numerous projects related to the subject RFP.
54 RELATED EXPERIENCE
www.ucorr.net Universal Corrosion Services, LLC Page 25

PROJECT OWNER PROJECT TITLE PROJECT LOCATION
City of San Clemente
2019-2021 Annual Cathodic Protection System Testing
and Evaluation, Rectifier Upgrades, & CP System
Maintenance/Repairs
San Clemente, CA

CONTACT NAME CONTACT TELEPHONE NUMBER /EMAIL ADDRESS CONTACT ADDRESS Michael Fakhar (949) 340-6640 / [email protected] 380 Avenida Pico, Bldg. N San Clemente, CA 92672

CONTACT TITLE CONTACT PROJECT RESPONSIBILITY
Project Manager Oversees all corrosion/cathodic protection-related projects for the City of San Clemente.

TOTAL COSTS START DATE COMPLETION DATE
$253,000 December, 2018 September, 2021

KEY PERSONNEL KEY PERSONNEL RESPONSIBILITIES
Ian Budner Project manager overseeing all aspects of the project and point of contact for the client. In charge of data analysis and report preparation.

Siamak Azimie Provided QA/QC for data analysis, report preparation, and improvement designs.

Omidreza Moghbeli Technical lead for data analysis and conclusions as well as improvements and repairs design.

Carlos Pacheco Data tabulation and analysis, report preparation, Improvement and design drafting.

Sebastian Borucki Field foreman, including data collection and repairs/construction.

Daniel Arizmendi Data collection, CP System testing, and repairs/construction.

Dominik Borucki Data collection/CP system testing.

Nazila Zohadi Administrative support.

TYPE OF SERVICES PROVIDED
Engineering Services, Corrosion Consulting Services, Design services, Field Investigations & Surveys, Repair & Maintenance Services, Construction Support

DESCRIPTION OF SERVICES
Completed 3-year annual cathodic protection system testing and evaluation contract which included test station locating, inspecting, and surveying including photodocumentation, AC/DC interrupted pipe-to-soil potentials, and submeter GPS coordinates on various water and wastewater pipelines, reservoirs, pump stations, and a pier protected by a combination of impressed current and sacrificial cathodic protection system. Performed a close interval potential survey (CIPS), direct current voltage gradient (DCVG) survey, and pipeline current mapping (PCM) survey to assess the existing cathodic protection system, protective coatings, stray current interference and continuity study. Prepared a comprehensive integrity analysis of all facility data including test station, rectifiers, reservoir & pump station test points with submeter GPS. Provided designs for urgent repairs needed due to degraded rectifiers/CP systems and continuity issues. Procured and installed necessary material for urgent repairs including rectifier upgrades and continuity repairs. Provided prioritized recommendations to address indications encountered from all survey data and to improve the quality of protection on all the city’s facilities. 55 RELA

RELATED EXPERIENCE
www.ucorr.net Universal Corrosion Services, LLC Page 26

PROJECT OWNER PROJECT TITLE PROJECT LOCATION
Long Beach Water Department and
City of Eureka through GHD Inc.

LBWD Golden Ave Stray Current Project and
Eureka South Interceptor Electrical Continuity
Investigation Project
Long Beach, CA & Eureka, CA

CONTACT NAME CONTACT TELEPHONE NUMBER /EMAIL ADDRESS CONTACT ADDRESS Jeff Knauer (510) 420 3312 / [email protected] 6001 Shellmound Street, Suite 850 Emeryville, CA 94608

CONTACT TITLE CONTACT PROJECT RESPONSIBILITY
Project Engineer Oversees all engineering/construction projects.

TOTAL COSTS START DATE COMPLETION DATE
Long Beach Water Department: $45,560
City of Eureka: $28,197
October, 2020 and
July, 2021
December, 2020 and
July, 2021

KEY PERSONNEL KEY PERSONNEL RESPONSIBILITIES
Ian Budner Project manager overseeing all aspects of the project. In charge of data analysis and report preparation.

Omidreza Moghbeli Provided QA/QC for data analysis and report preparation.

Carlos Pacheco Field data collection, data tabulation and analysis.

Sebastian Borucki In charge of field data collection.

Daniel Arizmendi Field testing & data collection.

Dominik Borucki Field testing & data collection.

Nazila Zohadi Administrative support.

TYPE OF SERVICES PROVIDED
Engineering Services, Corrosion Consulting Services, Field Investigations & Surveys

DESCRIPTION OF SERVICES
Performed interference and electrical continuity studies on a water main in Long Beach, CA. Collected interrupted potential measurements to assess the performance of existing cathodic protection systems. Performed close interval potential survey (CIPS), direct current voltage gradient (DCVG), and pipeline current mapping (PCM) surveys under different conditions to examine the influence of the installed CP system as well as nearby foreign structures and their corresponding CP systems. PCM was also performed to identify current pick up/drop off locations as well as to pin-point pipeline electrical discontinuities. Pinpointed locations of interference for mitigative efforts. Soil samples were collected for laboratory resistivity/chemical analysis. Submeter GPS was collected during all field activities.

Provided tabulated results and analysis as well as prioritized recommendations and budgetary cost estimate for mitigation efforts.

PROJECT OWNER PROJECT TITLE PROJECT LOCATION
Coachella Valley Water District through EXARO
Technologies Corporation
Coachella Valley Water District – Cathodic Protection
System Testing & Improvements Project Various Cities, Southern California

CONTACT NAME CONTACT TELEPHONE NUMBER /EMAIL ADDRESS CONTACT ADDRESS Hector Dominguez (650) 777-4324 / [email protected] 1831 Bayshore Hwy.

Burlingame, CA 94010

CONTACT TITLE CONTACT PROJECT RESPONSIBILITY
President Project management for all engineering/construction projects regarding corrosion control/cathodic protection.

TOTAL COSTS START DATE COMPLETION DATE
$114,000 September, 2022 Ongoing

KEY PERSONNEL KEY PERSONNEL RESPONSIBILITIES
Ian Budner Project manager overseeing all aspects of the project and point of contact for the client. In charge of data analysis and report preparation.

Omidreza Moghbeli Provide QA/QC for data analysis and report preparation.

Carlos Pacheco Data tabulation and analysis and report preparation.

Sebastian Borucki In charge of all field activities, including data collection and repairs.

Daniel Arizmendi Field testing.

Dominik Borucki Field testing.

Christie Curran Administrative support.

TYPE OF SERVICES PROVIDED
Engineering Services, Corrosion Consulting Services, Field Investigations & Surveys

DESCRIPTION OF SERVICES
Cathodic protection improvements testing and evaluation on various Coachella Valley Water district facilities, including water pipelines, stormwater channels, canal structures, and sheet piling. Testing included native and interrupted structure-to-electrolyte potential readings at all facility test points and test stations, utilizing portable current interrupters where necessary, CP system current sources output and performance testing, and continuity & interference testing for pipelines utilizing circulating current method, interrupted potential readings and pipeline mapping current (PCM) method. Prepare a comprehensive report including results, findings, and prioritized recommendations to address indications encountered from all survey data. 56 RELA

RELATED EXPERIENCE
www.ucorr.net Universal Corrosion Services, LLC Page 27

PROJECT OWNER PROJECT TITLE PROJECT LOCATION
World Energy (Paramount Pipeline)
Annual Cathodic Protection Surveys, Over-the-Line
Surveys, & Line 3 CP Improvements Design and
Installation
Various Cities, Southern California

CONTACT NAME CONTACT TELEPHONE NUMBER /EMAIL ADDRESS CONTACT ADDRESS Jason Nick (650) 777 4324 / [email protected] 14700 Downey Ave.

Paramount, CA 90723

CONTACT TITLE CONTACT PROJECT RESPONSIBILITY
Pipeline Manager Oversees projects related to corrosion control, pipeline integrity/compliance, and cathodic protection.

TOTAL COSTS (TO DATE) START DATE COMPLETION DATE
$1,100,000 September, 2020 Ongoing

KEY PERSONNEL KEY PERSONNEL RESPONSIBILITIES
Ian Budner Project manager overseeing all aspects of the project and point of contact for the client. In charge of data analysis, report preparation, improvements designs and drawings.

Siamak Azimie Provide QA/QC for improvement designs and drawings.

Omidreza Moghbeli Technical lead for data analysis, report preparation, design calculations and design drawings.

Carlos Pacheco Data tabulation and analysis. Assist with report preparation. Designed and drafted CP improvements.

Sebastian Borucki In charge of all field activities, including data collection and repairs.

Daniel Arizmendi Assisted with all field activities, including data collection and repairs.

Dominik Borucki Assisted with all field activities, including data collection and repairs.

Christie Curran Administrative support.

TYPE OF SERVICES PROVIDED
Engineering Services, Corrosion Consulting Services, Design Services, Construction/Construction Support Services, Field Investigations & Surveys

DESCRIPTION OF SERVICES
Cathodic protection system testing and evaluation on various reservoirs and pipelines spanning over various cities. Generated a comprehensive facility list complete with inspection photographs and submeter GPS coordinates for all reservoirs test points, test stations, rectifiers, and other facility structures. Testing included native and interrupted structure-to-electrolyte potential readings at all facility test points and test stations, utilizing portable current interrupters where necessary, CP system current sources output and performance, and continuity & interference testing for pipelines utilizing circulating current method, interrupted potential readings and pipeline mapping current (PCM) method. Performed combined close interval potential survey (CIPS) and direct current voltage gradient (DCVG) on multiple product pipelines. Prepare a comprehensive report including results, findings, and prioritized recommendations to address indications encountered from all survey data. Designed and drafted improvements for high priority deficiencies encountered during survey activities. Scheduled to install improvements designed. 57 RELA

RELATED EXPERIENCE
www.ucorr.net Universal Corrosion Services, LLC Page 28

PROJECT OWNER PROJECT TITLE PROJECT LOCATION
Marathon Petroleum
Annual CP System Evaluation and Close Interval Potential Survey/Data Integration for West Coast Pipelines, Berth 121, Amorco Terminal, and Other Fueling Terminals/Tank Farms Cathodic Protection System Evaluation, Design Improvements, & Construction/Construction Management, and MIC Analysis
Various Cities, Southern California, Washington
State, and Martinez Refinery, California

CONTACT NAME CONTACT TELEPHONE NUMBER /EMAIL ADDRESS CONTACT ADDRESS Sean Allen (732) 778-8080 / [email protected] 6 Centerpointe Drive, Bldg. #6, Ste. 500 La Palma, CA 90623

CONTACT TITLE CONTACT RESPONSIBILITY
Project Manager, Corrosion
Engineer Project manager overseeing projects related to internal corrosion, pipeline integrity, and cathodic protection.

TOTAL COST (TO DATE) START DATE COMPLETION DATE
$2,900,000 January, 2015 Ongoing

KEY PERSONNEL KEY PERSONNEL RESPONSIBILITIES
Omidreza Moghbeli Project manager and client manager overseeing all aspects of the projects. Technical lead for data analysis, report preparation, and design work. Attended all client meetings throughout all phases of the projects.

Siamak Azimie Provided QA/QC for reports and CP system designs.

Ian Budner
Led specialized survey field efforts and data collection. Performed data analysis and report preparation. Assisted in review of all data analysis and CP system design improvement drawings/documents and preparation of design calculations and design drawings.

Carlos Pacheco Performed data tabulation and analysis. Assisted with design calculations. Drafted CP system design improvement drawings/documents.

Sebastian Borucki Field services/construction manager in charge of field logistics and data collection. Attended client meetings to discuss design submittals, field services, material procurement, and construction logistics.

Daniel Arizmendi Assisted with data collection and construction.

Dominik Borucki Assisted with data collection.

Nazila Zohadi Coordination of project budgeting and client meetings as well as administrative project support.

TYPE OF SERVICES PROVIDED
Engineering Services, Corrosion Consulting Services, Field Investigations & Surveys, Construction & Commissioning Services

DESCRIPTION OF SERVICES
Conducted External Corrosion Direct Assessment surveys including Close-Interval Potential Surveys (CIPS), Direct Current Voltage Gradient (DCVG) and Pipeline Current Mapping (PCM) surveys along several oil, gas, and water lines on the West Coast as well as CIPS around the perimeter of several storage tanks to assess the levels of CP for the steel tank bottoms. Collected AC and DC on/instant-off potentials measurements including sub-meter GPS coordinates at all test stations, casings, risers, and insulated flanges and collected outputs at all rectifiers. Performed soil resistivity testing utilizing the Wenner 4-Pin Method. Additionally, performed a complete CP system evaluation for the Berth 121 Tanker Terminal dock support structures as well as land-based structures. Performed data analysis, generated CIS/current mapping charts with GPS overlays, tabulated test station data, and provided a report included all findings and recommendations for their pipeline systems and reservoirs and system design improvements for both the Amorco Terminal and Berth 121 Tanker Terminal. Managed and completed CP system design improvements based on field observations and all field assessment data described above. Completed several rounds of design submittals including preparations of design documents and drawings and held meetings to discuss/incorporate the client’s review comments through each design phase. Assisted with obtaining all necessary permits, one-call utility alerts, and all other necessary notifications. Prepared all material submittals for approved CP system materials required for construction and procured all necessary materials for construction. Performed CP system surveys, designs, construction, commissioning, a follow-up survey work for multiple fueling terminals and tank farms throughout California on both impressed current and sacrificial CP systems. Performed microbiologically induced corrosion analysis on dozens of crude oil, fuel, product, water, and wastewater pipelines. 58 RELA

RELATED EXPERIENCE
www.ucorr.net Universal Corrosion Services, LLC Page 29

PROJECT OWNER PROJECT TITLE PROJECT LOCATION
Southern California Gas Company
(Sempra Utilities)
As-Needed Cathodic Protection System Evaluation and
Internal/External Corrosion Assessment Services for
Distribution/Transmission Pipeline Systems
Various Locations Throughout Southern California

CONTACT NAME CONTACT TELEPHONE NUMBER /EMAIL ADDRESS CONTACT ADDRESS Charles Gepford
Sam Jacobson
Kevin White
(213) 718-7759 / [email protected]
(714) 308-9483 / [email protected]
(213) 248-5581 / [email protected]
555 West 5th St.

Los Angeles, CA 90013

CONTACT TITLE CONTACT PROJECT RESPONSIBILITY
Charles Gepford – Team Lead-Cathodic Protection
Sam Jacobson – Internal Corrosion P.M.

Kevin White – Corrosion Integrity Team Lead
Oversee all activities related to internal corrosion, cathodic protection, and transmission pipeline integrity.

TOTAL COSTS (TO DATE) START DATE COMPLETION DATE
$1,005,000 March, 2015 Ongoing

KEY PERSONNEL KEY PERSONNEL RESPONSIBILITIES
Ian Budner Project manager overseeing all aspects of the project. In charge of data analysis and report preparation and was responsible as the client manager.

Omidreza Moghbeli Provide QA/QC for data analysis and reporting.

Carlos Pacheco Data tabulation/analysis and report preparation.

Sebastian Borucki In change of all field activities/data collection.

Daniel Arizmendi Assisted with field activities/data collection.

Christie Curran Administrative support.

TYPE OF SERVICES PROVIDED
Engineering Services, Corrosion Consulting Services, Field Investigations & Surveys

DESCRIPTION OF SERVICES
Performing complete assessment of internal/external corrosion monitoring ER probes, UT probes, Field Signature Monitoring (FSM) probes at hundreds of monitoring locations installed on gas pipeline systems throughout Southern California. Performed cathodic protection system evaluations including on/instant-off AC/DC pipe-to-soil potential measurements for pipelines and CP coupon installations throughout southern California. Collected sub-meter GPS information at all monitoring locations. Updating GPS/corrosion monitoring database on a quarterly basis and submitting DOT-compliance reports and a biannual basis. Completed various over-the-line surveys including combined CIS/DCVG and PCM. Perform complete data analysis of all monitoring and cathodic protection locations including prioritized recommendations for CP system improvements and monitoring improvements. Developing internal corrosion/external corrosion monitoring specifications.

PROJECT OWNER PROJECT TITLE PROJECT LOCATION
Long Beach Water Department Engineering Consultant Services for the Cathodic Protection Improvement of Water & Recycled Water Systems, Phase 4 Long Beach, California

CONTACT NAME CONTACT TELEPHONE NUMBER /EMAIL ADDRESS CONTACT ADDRESS Valeri Karakanov (562) 570-2331 / [email protected] 1800 E. Wardlow Road Long Beach, CA 90807

CONTACT TITLE CONTACT PROJECT RESPONSIBILITY
Project Manager/Engineer Oversees construction projects

TOTAL COSTS START DATE COMPLETION DATE
$65,000 May, 2017 September, 2017

KEY PERSONNEL KEY PERSONNEL RESPONSIBILITIES
Omidreza Moghbeli Project manager, client manager, design preparation.

Mir Fattahi QA/QC, data, report, and design review.

Ian Budner Field data analysis, design calculations, design specification/drawing preparation.

Sebastian Borucki Field data collection and construction cost estimating.

Daniel Arizmendi Field data collection.

Nazila Zohadi Administrative support.

TYPE OF SERVICES PROVIDED
Engineering Services, Corrosion Consulting Services, Design Services, Field Investigations & Surveys, Construction Management

DESCRIPTION OF SERVICES
Performed assessment of existing corrosion monitoring system for several water/recycled water pipelines including test station survey (pipe-to-soil potentials), photo-documentation, collecting GPS coordinates of all existing CP system facilities, current requirement testing, and soil resistivity measurements. Prepared a preliminary CP system improvements design report including all data analysis to serve as the basis of CP system design. Completed design calculations based on field survey data and prepared design drawings and specifications for CP system improvements. Prepared preliminary construction cost estimate for installation of CP system to implement in a construction bid public bid. Currently in the construction management/bid assistance phase of the project. 59 RELA
I
I
I

RELATED EXPERIENCE
www.ucorr.net Universal Corrosion Services, LLC Page 30

PROJECT OWNER PROJECT TITLE PROJECT LOCATION
City of Burbank through
TerranearPMC
Water Well Casing/Pipeline Impressed Current Cathodic Protection System Evaluation, Design Improvements, and Installations Burbank, California

CONTACT NAME CONTACT TELEPHONE NUMBER /EMAIL ADDRESS CONTACT ADDRESS Richard Salazar (818) 861-7253 / [email protected] 3200 W. Monterey Avenue Burbank, CA 91505

CONTACT TITLE CONTACT RESPONSIBILITY
General Manager Oversees all cathodic protection, corrosion, and integrity-related operations and maintenance for the western region.

TOTAL COSTS (TO DATE) START DATE COMPLETION DATE
$195,000 October, 2015 Ongoing

KEY PERSONNEL KEY PERSONNEL RESPONSIBILITIES
Ian Budner Project manager/client manager overseeing the project. Reviewed design documents and assisted with construction efforts.

Completed design calculations and reviewed design drawings/documents for water well casings and associated well piping.

Reza Moghbeli Provided QA/QC for data analysis, report preparation, and design.

Carlos Pacheco Assisted with data collection and performed data analysis/report preparation. Design drafting.

Sebastian Borucki Field services manager in charge of field logistics/construction management. Material procurement and construction efforts.

Daniel Arizmendi Field Services and data collection.

Christie Curran Administrative services, and safety plans/programs.

TYPE OF SERVICES PROVIDED
Engineering Services, Design Services, Construction & Commissioning Services, Corrosion Consulting Services, Field Investigations & Surveys

DESCRIPTION OF SERVICES
Performed initial cathodic protection system evaluations of seven water well casings and their associated piping including groundbed resistance testing, baseline structure-to-soil potential testing, on and instant-off structure-to-soil potential testing, and rectifier/anode output measurements. Developed a CP system evaluation report with prioritized recommendations for each of the well casing locations. Developed budgetary cost estimates for future monitoring and improvements of the existing CP systems. Prepared CP system design improvements including design calculations, drawings, and documents for two of the seven water well locations. Assisted the client in obtaining necessary dig-alerts and permits prior to commencing construction activities. Installed CP system improvements for multiple well locations and conducted subsequent testing/adjustments to the newly installed CP systems. Ucorr will perform additional monitoring and design improvements in 2018 based on their CP system evaluation report and recommendations submitted in 2017 for the remaining five water well locations. Providing continuous bi-annual CP system testing, evaluation, and rectifier adjustments.

PROJECT OWNER PROJECT TITLE(S) PROJECT LOCATION
Long Beach Water Department through Paso
Robles Tank – Brown Minneapolis Tank, Inc.

Alamitos and J. Will Johnson Reservoirs Cathodic
Protection System Improvements Long Beach, California

CONTACT NAME CONTACT TELEPHONE NUMBER /EMAIL ADDRESS CONTACT ADDRESS Chris Coelho 951-925-5022 / [email protected] 825 26th St.

Paso Robles, CA 93446

CONTACT TITLE CONTACT PROJECT RESPONSIBILITY
Project Manager Oversees reservoir refurbishments and cathodic protection system installations.

TOTAL COSTS START DATE COMPLETION DATE
$96,000 October, 2017 Ongoing

KEY PERSONNEL KEY PERSONNEL RESPONSIBILITIES
Omidreza Moghbeli Project manager and client manager.

Ian Budner Cathodic protection system data analysis.

Sebastian Borucki Cathodic protection system material procurement, installation, testing, and commissioning Daniel Arizmendi Cathodic protection system installation, testing, and commissioning Nazila Zohadi Administrative support.

TYPE OF SERVICES PROVIDED
Corrosion Consulting Services, Field Investigations & Surveys, Construction & Commissioning Services

DESCRIPTION OF SERVICES
Removal of existing cathodic protection systems including anodes and reference cells for 36 water storage reservoirs. Procurement of new reference electrodes, sacrificial anodes, and test boxes. Installation of new cathodic protection systems components and wiring for water storage reservoirs. Cathodic protection system commissioning and testing after the system has been commissioned. 60 RELA
I
I
I

RELATED EXPERIENCE
www.ucorr.net Universal Corrosion Services, LLC Page 31

PROJECT OWNER PROJECT TITLE PROJECT LOCATION
San Diego County Water Authority and
through Kiewit Infrastructure West Co.
and Filanc Construction Inc.

Miramar Pump Station Corrosion Monitoring System
Evaluation and Padre Dam Flow Control Facility Cathodic Protection System Testing
San Diego, California / El Cajon, California

CONTACT NAME CONTACT TELEPHONE NUMBER /EMAIL ADDRESS CONTACT ADDRESS Branden Willcut
Esteban Andreu-von Euw
(562) 946-1816 / [email protected]
(760) 466-0538 / [email protected]
10704 Shoemaker Avenue, SantaFe Springs, CA 90670
740 North Andreasen Dr., Escondido, CA 92029

CONTACT TITLE CONTACT PROJECT RESPONSIBILITY
Project Manager/Foreman
Project Engineer
Oversees large engineering construction projects.

Oversees construction progress and subcontractors.

TOTAL COSTS START DATE COMPLETION DATE
Kiewit - $10,450
Filanc - $39,000
Kiewit - June, 2016
Filanc - October, 2017
Kiewit - February, 2017
Filanc – July, 2019

KEY PERSONNEL KEY PERSONNEL RESPONSIBILITIES
Omidreza Moghbeli Project manager/client manager overseeing project and client communications.

Sylvia Hall QA/QC and report review.

Ian Budner Performed field data collection, data analysis, and report preparation.

Sebastian Borucki Field services, data collection, and data processing.

Daniel Arizmendi Field services/data collection.

Nazila Zohadi Administrative support.

TYPE OF SERVICES PROVIDED
Engineering Services, Corrosion Consulting Services, Installation Supervision, Design Services, Field Investigations & Surveys

DESCRIPTION OF SERVICES
Performed corrosion monitoring test station material procurement, testing, and commissioning for the Miramar Pump Station Rehabilitation project. Performed isolation flange and rebar isolation testing to verify proper functionality of corrosion monitoring system components. Testing including pipe-to-soil potentials, direct resistance testing, and inductive ammeter current measurements. Supervised installation of corrosion monitoring system components and provided final data analysis and reporting for all field testing.

Performed insulated flange testing, test station testing/commissioning, pipe-to-soil potential measurements, pipeline and test lead continuity testing, reference electrode testing/commissioning, anode current output measurements, CP system construction supervision, and CP system commissioning. Provided several reports through each phase of the project including photo-documentation of CP system facilities, data tabulation/analysis, GPS coordinates, and recommendations for future CP system testing and maintenance.
61 RELA

RELATED EXPERIENCE
www.ucorr.net Universal Corrosion Services, LLC Page 32

PROJECT OWNER PROJECT TITLE PROJECT LOCATION
California Resources Corporation 2017 CRC Annual Cathodic Protection Survey on THUMS Landside Regulated Pipeline Long Beach, California

CONTACT NAME CONTACT TELEPHONE NUMBER /EMAIL ADDRESS CONTACT ADDRESS Robert Cannon (562) 624-3441 / [email protected] 1280 Pier G Avenue Long Beach, CA 90802

CONTACT TITLE CONTACT PROJECT RESPONSIBILITY
Engineering Specialist – Cathodic Protection Oversees all corrosion/cathodic protection-related projects at the Port of Long Beach.

TOTAL COSTS START DATE COMPLETION DATE
$25,000 December, 2017 February, 2018

KEY PERSONNEL KEY PERSONNEL RESPONSIBILITIES
Omidreza Moghbeli Project manager overseeing all aspects of the project. Provided QA/QC for data analysis and report preparation and was responsible as the client manager.

Ian Budner Data analysis and report preparation.

Sebastian Borucki Field data collection/tabulation.

Daniel Arizmendi Field data collection.

Nazila Zohadi Administrative support.

TYPE OF SERVICES PROVIDED
Engineering Services, Corrosion Consulting Services, Field Investigations & Surveys

DESCRIPTION OF SERVICES
Performing test station inspection and survey including photo-documentation, AC/DC interrupted pipe-to-soil potentials, and GPS coordinates installed on DOTregulated oil and gas pipelines. Performing a complete external corrosion direct assessment (ECDA) with sub-meter GPS coordinates for DOT-regulated oil and gas pipelines including close interval potential survey (CIPS), direct current voltage gradient (DCVG) survey, and pipeline current mapping survey to assess the existing cathodic protection system, protective coatings, and stray current interference. Prepared a comprehensive integrity analysis and report including analysis of all test station data and survey data overlaid with submeter GPS coordinates. Provided prioritized recommendations to address indications encountered from all survey data and to improve the quality of protection on the oil and gas pipeline systems. 62 RELA
I
I
I
ID Task Name Duration Start
1 Project Start 0 days Fri 6/30/23
2 Data Review and Analysis 3 days Mon 7/3/233 Review all Previous Designs and Specs 1 day Mon 7/3/234 Project Schedule Update 1 day Tue 7/4/235 Kickoff meeting 1 day Wed 7/5/236 Field Survey and Testing 21 days Wed 7/5/237 Job Walk and Visual/Safety Inspection 0 days Wed 7/5/238 Cathodic Protection System Survey 11 days Thu 7/6/239 Geodatabase Preparation 1 day Fri 7/21/23 10 Data Review and Analysis 2 days Mon 7/24/2311 CP System Adjustments, if Required 2 days Wed 7/26/2312 CP System Re-Survey 5 days Fri 7/28/2313 Report Preparation 30 days Fri 8/4/2314 Preliminary Report Preparation 10 days Fri 8/4/2315 Update the Geodatabase 2 days Fri 8/18/2316 Client Review 12 days Tue 8/22/2317 Final Report Preparation 4 days Thu 9/7/2318 Cost Estimate Preparation 2 days Wed 9/13/2319 Project Complete 0 days Thu 9/14/2320 CP System Improvement Designs & Investigation 42 days Mon 7/10/2321 Design Investigation 1 day Mon 7/10/2322 Preparation of Initial Design Packages 25 days Tue 7/11/2323 Client Review 5 days Tue 8/15/2324 Initial Design Review Meeting 1 day Tue 8/22/2325 Preparation of Final Design Packages 10 days Wed 8/23/23 6/30
7/5
9/14
27 29 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 1 3 5 7 9 11 13 15 17 25, '23 Jul 2, '23 Jul 9, '23 Jul 16, '23 Jul 23, '23 Jul 30, '23 Aug 6, '23 Aug 13, '23 Aug 20, '23 Aug 27, '23 Sep 3, '23 Sep 10, '23 Sep 1

PRELIMINARY PROJECT SCHEDULE
FOR

THE CITY OF SAN CLEMENTE'S
2023 ANNUAL CATHODIC PROTECTION SYSTEM TESTING, EVALUATION, & DESIGN PROJECT www.ucorr.net Universal Corrosion Services, LLC Page ϯϯ 63 D
♦

COST DATA SUMMARY
Hours Fee Hours Fee Hours Fee
1 22 $3,150 22 $3,150 22 $3,150
2 285 $34,869 285 $34,869 285 $34,869
3 149 $21,970 149 $21,970 149 $21,970
4 258 $29,870 0 $0 0 $0
714 $89,859 456 $59,989 456 $59,989
Hours Budget
1) Total three-year annual survey contract price (excluding Task 4 Design Services) is estimated to be the same as the previous three-year annual survey contract executed in 2018.
2) Since Ucorr is familiar with the project CP systems/facilities through the previous annual survey contract, we reduced labor hours/costs associated with job walks, historical document review, and structuring the annual reports. 3) Tasks 2e and 2f will only be charged if CP system adjustments are determined to be required. 4) No rate increases will be applied for annual surveys conducted in subsequent years unless the prevailing wage rates are changed by the State of California.

Work detailed in the provided RFP.
6) All services will be provided on a time and materials not-to-exceed the proposed/negotiated contract price unless changes are approved in advance by a change order signed by the City of San Clemente.

Signed by: Ian Budner, President/Senior Project Manager Signature:

Date: February 2, 2023
5) The above-listed hourly rates and mileage rate will apply to any additional on-call services completed outside the Scope of $0.655/mi
$75.00/hr
$90.00/hr
$110.00/hr
Mileage
Christie Curran & Carlos Pacheco - Office Support/Drafting Daniel Arizmendi & Dominik Borucki - Technician
Sebastian Borucki - Senior Technician
CP System Testing and Evaluation Report Preparation
Field Survey and Testing
Data Review and Analysis
ANNUAL SURVEY TOTALS:
$165.00/hr
On-Call Service Rates
Ian Budner - Project Manager, Point of Contact
CP System Improvement Designs & Investigation
CONTRACT TOTALS: 1,626 $209,838
Task
No. Description Year 1 Year 2 Year 3
Omidreza Moghbeli - Senior Corrosion Engineer
Siamak Azimie - QA/QC Engineer
$135.00/hr
$175.00/hr
$175.00/hr
Carlos Pacheco - Corrosion Engineer
www.ucorr.net Universal Corrosion Services, LLC Page 34 64 COST DATA

EXPENSES
Ian Budner - Project Manager,
Point of Contact ($165/hr)
Siamak Azimie - QA/QC Engineer
($175/hr)
Omidreza Moghbeli - Senior
Corrosion Engineer ($175/hr)
Carlos Pacheco - Corrosion
Engineer ($135/hr)
Sebastian Borucki - Senior
Technician ($110/hr)
Daniel Arizmendi & Dominik
Borucki - Technician ($90/hr)
Christie Curran & Carlos Pacheco -
Office Support/Drafting ($75/hr)
Mileage ($0.655/mile)
Labor
Expenses
Total
Task 1: Data Review and Analysis
1a Review all Drawings, Specs/Designs, & Data 4 2 4 1,310 - 1,310 1c Project Schedule Update 1 2 405 - 405
1d Kickoff Meeting 3 3 3 1,350 130 85 1,435
TASK 1 TOTALS - 3 4 7 7 - 1 130 3,065 85 3,150
Task 2: Field Survey and Testing
2a Job Walk and Visual/Safety Inspection - - -
2b CP System Survey 11 88 44 44 3 1,440 21,620 943 22,563 2c Geodatabase Preparation 2 2 8 1,760 - 1,760
2d Data Review and Analysis 16 4 1 2,895 - 2,895
2e CP System Adjustments, if Required 12 2 12 1 260 3,345 170 3,515 2f CP System Re-Survey, if Required 8 2 16 8 1 260 3,965 170 4,135 TASK 2 TOTALS 2 - 21 88 116 52 6 1,960 33,585 1,284 34,869 Task 3: CP System Testing and Evaluation Report Preparation 3a Preliminary Report Preparation 8 8 8 48 1 10,675 - 10,675 3b Update the Geodatabase 2 2 12 1 2,375 - 2,375
3c Final Report Preparation & Client Meeting 7 7 7 24 2 130 6,995 85 7,080 3d Cost Estimate Preparation 1 8 2 1 1,840 - 1,840
TASK 3 TOTALS 18 15 86 25 - - 5 130 21,885 85 21,970
Task 4: CP System Improvement Designs & Investigation
4a Design Investigation 2 2 10 10 1 130 2,755 85 2,840
4b Preparation of Initial Design Packages 10 15 30 15 90 17,650 - 17,650 4c Initial Design Review Meeting 3 3 3 130 1 1,620 85 1,705 4d Preparation of Final Design Packages 8 8 5 15 27 7,675 7,675 TASK 4 TOTALS 21 28 45 25 10 10 119 260 29,700 170 29,870 YEAR 1 TOTAL: **Task 4 Design Services Provided in Year 1** YEAR 2 TOTAL:

YEAR 3 TOTAL:

PROJECT TOTAL:

PROJECT TASKS
TOTALS
Job walk not required as project team is already familiar with all CP systems/facilities. $209,838
$59,989
$59,989
$89,859

PROJECT TEAM LABOR HOUR BREAKDOWN
www.ucorr.net Universal Corrosion Services, LLC Page 35 65 ¥rt

STATEMENT OF COMPLIANCE
www.ucorr.net Universal Corrosion Services, LLC Page 36 Universal Corrosion Services, LLC (DBA: Ucorr) hereby declares that this proposal is in strict compliance with the Request for Proposal and Draft Professional Services Agreement and no exceptions to either are proposed.

Any supporting documentation required, related to the Request for Proposal and/or Draft Agreement will be provided upon request.

Sincerely,
Ian Budner
President/Senior Project Manager
Universal Corrosion Services, LLC (DBA: Ucorr)
10572 Acacia Street, Suite C4
Rancho Cucamonga, CA 91730
Mobile: 909-257-6301
Phone: 909-493-1350
Fax: 909-493-1380
Email: [email protected]
Ian Budner
66 STATEME T OF CO PLIANC
67 ....
1111'91
D~c

STATE OF CAL I FORN I A

CONTRACTORS STATE LICENSE BOARD
7' £
Pursuant to Chapter 9 of Division 3 of the Business and Professions Code and the Rules and Regulations of the Contractors State License Board, the Registrar of Contractors does hereby issue this license to:

UCORR;INNOVATIVE SOl:.UT10 N_S INC
License Number 1024943
to engage in the business or act in the capacity of a contractor in the following classifications:

A - GENERAL ENGINEERING CONTRACTOR
C10 - ELECTRICAL
Witness my hand and seal this day,
June 16, 2017
Issued March 20, 2017 £~
Agustin "Augie" Beltran, Board Chair This license is the property of the Reg istrar of Contractors, is not transferable, and shall be returned to the Registrar upon demand when suspended, revoked, or invalidated
for any reason. It becomes void if not renewed.

David R. Fogt, Registrar of Contractors
13L-24 (REV. 03/15) e OSP 15 136646
AUDIT NO: 631354
Registration Services:: Page 1 of 2 5/6/2022 4:49:12 PM

APPLICATION FOR

PUBLIC WORKS CONTRACTOR REGISTRATION
Registration Information
Type: Public Works
Period: 07/01/2022 06/30/2024
Contractor Information
Contractor Name: UNIVERSAL CORROSION SERVICES, LLC
Trade Name: UCORR
License Type Number: 1000022288
Contractor Physical Address
Physical Business Country: United States of America Physical Business City/ Province:

RANCHO CUCAMONGA
Physical Business Address: 10572 ACACIA STREET, SUITE C4 Physical Business State: CA Physical Business Postal
Code:
91730
Contractor Mailing Address
Mailing Country: United States of America Mailing City /Province: RANCHO CUCAMONGA Mailing Address: 10572 ACACIA STREET, SUITE C4 Mailing State: CA Mailing Postal Code: 91730
Contact Info
Daytime Phone: Daytime Phone Ext.:

Mobile Phone: Business Email: [email protected]
Applicant’s Email: [email protected]
68 d•11~partment of
Industrial Relations

STATE OF CALIFORNIA
Registration Services:: Page 2 of 2
Workers’ Compensation
Professional Employer Organization (PEO)
Do you lease employees through Professional Employer Organization? No Workers’ Compensation Overview
Carrier: HARTFORD INSURANCE

COMPANY OF THE MIDWEST
Inception Date: 07/10/2017
Policyholder Name: Universal Corrosion Services,
LLC
Expiration Date: July 11, 2022
Policy Number: 72 WEC ZQ3405
Certification
Yes I certify that I do not have any delinquent liability to an employee or the state for any assessment of back wages or related damages, interest, fines, or penalties pursuant to any final judgment, order, or determination by a court or any federal, state, or local administrative agency, including a confirmed arbitration award I certify that the contractor is not currently debarred under Section 1777.1 or under any other federal or state law providing for the debarment of contractors from public works.

Yes I certify that one of the following is true: (1) I am licensed by the Contractors State License Board (CSLB) in accordance with Chapter 9 (commencing with Section 7000) of the Business and Professions Code; or (2) my business or trade is not subject to licensing by the CSLB.

I understand refunds are not authorized
I, Ian Budner, the undersigned, am , UNIVERSAL CORROSION SERVICES, LLC with the authority to act for and on behalf of the above named contractor. I certify under penalty of perjury that all of the above information provided is true and correct. I further acknowledge that any untruthful information provided in this application could result in the certification being canceled.

I certify this on: 4:47 PM
Legal Entity Information
Legal Entity Type: LLC
Name: UNIVERSAL CORROSION SERVICES, LLC
69 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.

INSURER(S) AFFORDING COVERAGE
INSURER F :

INSURER E :

INSURER D :

INSURER C :

INSURER B :

INSURER A :

NAIC #
NAME:

CONTACT
(A/C, No):

FAX
E-MAIL
ADDRESS:

PRODUCER
(A/C, No, Ext):

PHONE

INSURED
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.

If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).

THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

OTHER:
(Per accident)
(Ea accident)
$
$
N / A
SUBR
WVD
ADDL
INSD

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS

CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $
$
$
$ PROPERTY DAMAGE
BODILY INJURY (Per accident)
BODILY INJURY (Per person)

COMBINED SINGLE LIMIT

AUTOS ONLY

AUTOS ONLY AUTOS

NON-OWNED

OWNED SCHEDULED

ANY AUTO

AUTOMOBILE LIABILITY
Y / N

WORKERS COMPENSATION

AND EMPLOYERS' LIABILITY
OFFICER/MEMBER EXCLUDED?
(Mandatory in NH)
DESCRIPTION OF OPERATIONS below
If yes, describe under

ANY PROPRIETOR/PARTNER/EXECUTIVE
$
$
$
E.L. DISEASE - POLICY LIMIT
E.L. DISEASE - EA EMPLOYEE
E.L. EACH ACCIDENT
ER

OTH- STATUTEPER
(MM/DD/YYYY) LIMITS POLICY EXP (MM/DD/YYYY)

POLICY EFF LTR TYPE OF INSURANCE POLICY NUMBER INSR
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)

EXCESS LIAB
UMBRELLA LIAB EACH OCCURRENCE $
AGGREGATE $
$
OCCUR

CLAIMS-MADE
DED RETENTION $
PRODUCTS - COMP/OP AGG $
GENERAL AGGREGATE $
PERSONAL & ADV INJURY $
MED EXP (Any one person) $
EACH OCCURRENCE $

DAMAGE TO RENTED
PREMISES (Ea occurrence) $

COMMERCIAL GENERAL LIABILITY

CLAIMS-MADE OCCUR
GEN'L AGGREGATE LIMIT APPLIES PER:

POLICY PROJECT LOC

CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY)

CANCELLATION

AUTHORIZED REPRESENTATIVE
ACORD 25 (2016/03)
© 1988-2015 ACORD CORPORATION. All rights reserved.

CERTIFICATE HOLDER
The ACORD name and logo are registered marks of ACORD
HIRED

AUTOS ONLY

MASTER CERTIFICATE
INCIDENT LIMIT 2,000,000
POLICY AGG 2,000,000
EV20182138 7/10/2022 7/10/2023 Professional Liability A 1,000,000
1,000,000
1,000,000
✘
B Y 72WECAG0P87 5/24/2022 5/24/2023
3,000,000
3,000,000
EX20182139 7/10/2022 7/10/2023
✘
A ✘
2,000,000
2,000,000
2,000,000
5,000
1,000,000
2,000,000
EV20182138 7/10/2022 7/10/2023
✘
✘
A
PROPERTY & CAS INS CO OF HARTFORD 34690
CAPITOL SPECIALTY INS CORP 10328
RANCHO CUCAMONGA CA 91730-5445
10572 ACACIA ST, Unit #C4

UNIVERSAL CORROSION SERVICES, LLC
[email protected]
909-784-2292 (909) 538-8892
Alex Aguayo
POMONA 91766CA
300 S PARK AVE, SUITE 903
THINK Ins & Fin Svs, LLC
2/23/2023
70 ACORD®
~ I
I
I □ -
-
~ □ □
-
- - - - - - - H
I I
I I I
□
Allj'""li.ro Ag~o
I
71 ACORD® CERTIFICATE OF LIABILITY INSURANCE I DATE (MMIDD/YYYY) ~ 04/18/2023
~
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.

If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).

PRODUCER 909-463-6716 909-463-6726 ~2tI~cT Douo Moore / Leanna Gaudette Doug Moore Insurance Agency, Inc. wgN:o Extl: 909-463-6716 I fffc Nol: 909-463-6726 7270 Victoria Park Lane #3C it'lJ~ss, [email protected] INSURERISl AFFORDING COVERAGE NAIC#
Rancho Cucamonaa CA 91739 1NsuRERA : Allstate Insurance Company 19232 INSURED INSURERS :

Universal Corrosion Services, LLC OBA UCORR INSURERC :
10572 Acacia St. Ste# C4 INSURERD :

INSURERE :

Rancho Cucamonaa 91730 INSURERF :

COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS

CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

INSR ADDL SUBR POLICYEFF POLICY EXP LTR TYPE OF INSURANCE ,.,c:n l wvn POLICY NUMBER IMMIDD/YYYYl IMMIDD/YYYYI LIMITS ~
COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $
□ CLAIMS-MADE □ OCCUR DAMAGE TO RENTED PREMISES /Ea occurrence) $ ~
MED EXP (Any one person) $
~
PERSONAL & ADV INJURY $
GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ Fl POLICY JECT PRO- D Loc PRODUCTS - COMP/OP AGG $ OTHER: $
AUTOMOBILE LIABILITY fE~~~~~~tf lNGLE LIMIT $ 2 000 000 7 ANYAUTO BODILY INJURY (Per person) $ ~ OWNED ~ SCHEDULED A AUTOS ONLY AUTOS 648759682 07/10/2022 07/10/2023 BODILY INJURY (Per accident) $ 7 HIRED ✓ NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY /Per accident) $
UMBRELLA LIAB H OCCUR ~
EACH OCCURRENCE $
EXCESSLIAB CLAIMS-MADE AGGREGATE $
OED I I RETENTION $ $
WORKERS COMPENSATION I PER I I OTH- AND EMPLOYERS' LIABILITY STATUTE ER Y/N ANYPR0PRIET0R/PARTNER/EXECUTIVE □ N/A E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED?
(Mandatory in NH) E.L. DISEASE -EA EMPLOYEE $ If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE · POLICY LIMIT $ Coll Ded: $1000
A Hired Auto Physical Damage 648759682 07/10/2022 07/10/2023 Comp Ded: $100 Physical Damage: If Any
DESCRIPTION OF OPERATIONS/ LOCATIONS/ VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required)

CERTIFICATE HOLDER CANCELLATION

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.

I

AUTHORIZED REPRESENTATIVE
© 1988-2015
~ ACORD CORPORATION. All rights reserved.

ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD

Statutory Exemptions. State code number:

_______________________________________________
Notice of Exemption Appendix E
To: Office of Planning and Research From: (Public Agency): ____________________________ P.O. Box 3044, Room 113 _______________________________________________ Sacramento, CA 95812-3044 County Clerk
(Address)
___________________________
___________________________
County of: __________________
Project Title: ____________________________________________________________________________ Project Applicant: ________________________________________________________________________ Project Location - Specific:

Project Location - City: ______________________ Project Location - County:

Description of Nature, Purpose and Beneficiaries of Project:
_____________________
Name of Public Agency Approving Project: _____________________________________________________ Name of Person or Agency Carrying Out Project: ________________________________________________ Exempt Status: (check one):

Ministerial (Sec. 21080(b)(1); 15268);
Declared Emergency (Sec. 21080(b)(3); 15269(a));
Emergency Project (Sec. 21080(b)(4); 15269(b)(c));
Reasons why project is exempt:

Lead Agency
Contact Person: ____________________________ Area Code/Telephone/Extension: _______________ If filed by applicant:

1. Attach certified document of exemption finding.

2. Has a Notice of Exemption been filed by the public agency approving the project? Yes No Signature: ____________________________ Date:

Signed by Lead Agency Signed by Applicant
Authority cited: Sections 21083 and 21110, Public Resources Code. Date Received for filing at OPR:

Reference: Sections 21108, 21152, and 21152.1, Public Resources Code. _______________
Categorical Exemption. State type and section number: ____________________________________ ______________________________________________
______________ Title: _______________________
Revised 2011
Attachment 3
72 AGENDA REPORT

CITY OF SAN CLEMENTE
City Council Meeting
910 Calle Negocio
2nd Floor
San Clemente, California
www.san-clemente.org
Meeting Date: 6/20/2023 Agenda Item: 7G
Department: Community Development
Prepared By Chris Johnson, Senior Planner
Subject:

APPROVAL OF A PROFESSIONAL SERVICES AGREEMENT WITH KIMLEY-HORN AND ASSOCIATES, INC. FOR CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) REVIEW

SERVICES IN CONNECTION WITH THE BLUFFS AT BOCA PROJECT AND AUTHORIZING THE

CITY MANAGER TO EXECUTE THE AGREEMENT
Summary:

This is a Professional Services Agreement (PSA) for an environmental consultant to perform California Environmental Quality Act (CEQA) review services in connection with a discretionary project called the Bluffs at Boca. Action on this contract does not approve or deny the project. The project requires a separate public hearing, which will occur at a future date. Under the contract, the consultant will review environmental studies associated with the Bluffs at Boca project and assist the City in the preparation of the CEQA document. The cost of this contract will be borne by the applicant through a deposit account managed by the City.

Background:

On June 22, 2020, an application was submitted for development of 7 residential units at 320-326 La Rambla and 312-314 Boca Del Canon. The project is currently under review and requires the preparation of an environmental document in compliance with CEQA. It has been determined that the proposed project requires the preparation of an Environmental Impact Report (EIR).

The project may have a significant effect on the environment relating to the following environmental factors: Aesthetics; Agriculture and Forestry Resources; Air Quality; Biological Resources; Cultural Resources; Energy; Geology and Soils; Greenhouse Gas Emissions; Hazards and Hazardous Materials; Hydrology and Water Quality; Land Use and Planning; Mineral Resources; Noise; Population and Housing; Public Services; Recreation; Transportation; Tribal Cultural Resources; Utilities and Service Systems; and Wildfire. For each of these environmental factors, the EIR will consider all of the actions involved, including potential impacts on the Project site and offsite impacts necessary to implement the Project, short-term construction impacts and long-term operational impacts, and cumulative impacts that could result from the combination of the Project and related projects.

The applicant (Bluffs at Boca) will prepare the associated technical studies and draft the EIR. Kimley -Horn will review the technical studies for accuracy and completeness and finalize the draft EIR for publishing by the City for public review and comment.

Items to be reviewed by Kimley-Horn include, but are not limited to, technical studies, Administrative Draft EIR, Final EIR, and corresponding sections (e.g. Response to Comments, Proposed Mitigation CITY OF SAN CLEMENTE Page 1 of 3 Printed on 6/14/2023
powered by Legistar™ 1
Meeting Date: 6/20/2023 Agenda Item: 7G
Draft EIR, Final EIR, and corresponding sections (e.g. Response to Comments, Proposed Mitigation Measures, Mitigation Monitoring and Reporting Program, Project Alternatives, etc.). The consultant will also provide coordination, and consultation throughout the duration of the EIR process. The consultant will attend public hearings and speak to technical analyses as needed.

Discussion:

The City initiated a request for proposal (RFP) process in January 2023 for this contract. The City solicited seven (7) firms from its approved on-call consultant list to submit proposals. In addition, the City also made the RFP solicitation available on PlanetBids in order to increase the number of potential respondents. Following the end of the solicitation on March 10, 2023, the City received a total of three (3) proposals from qualified firms.

City Staff reviewed all submitted proposals and subsequently held interviews with all three firms that submitted proposals. There were no proposals submitted by consultants based in San Clemente.

City Staff consisting of Chris Johnson (Senior Planner), Jonathan Lightfoot (Economic Development Officer), and Adam Atamian (Deputy Community Development Director) conducted the interviews.

Following the interview process, staff determined that Kimley-Horn (with a principal place of business in California in the City of Orange) best demonstrated expertise to manage this EIR review process.

Staff also felt that the communication skills exhibited by the selected consultant will be important for interactions with the public and City decision makers during the course of the Project. Costs for submitted proposals ranged from $41,780 to $69,990. The selected consultant’s cost was approximately the median price of the range at $54,903, which is fair and reasonable. These costs will be borne by the applicant through a deposit account managed by the City.

Council Options:
· Adopt Resolution No. 23-49, awarding a Professional Services Agreement to Kimley-Horn and Associates, Inc. and authorizing the City Manager to execute the agreement. · Adopt Resolution No. 23-49, with modifications.
· Do not adopt Resolution No. 23-49 and forego the benefit of a third-party review of the environmental documents.
· Continue the Item and direct staff to provide additional information.

Fiscal Impact:

None. Management of the environmental review process will be conducted pursuant to the City’s Professional Services Agreement with associated costs of said review borne by the Applicant.

Environmental Review/Analysis:

Approval of the Professional Services Agreement is not a “project” under CEQA.

Recommended Actions:

Staff Recommendation
Adopt Resolution No. 23-49 entitled “A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SAN CLEMENTE, CALIFORNIA, APPROVING A PROFESSIONAL SERVICES AGREEMENT WITH KIMLEY-HORN AND ASSOCIATES, INC. FOR CEQA REVIEW SERVICES IN CONNECTION WITH CITY OF SAN CLEMENTE Page 2 of 3 Printed on 6/14/2023
powered by Legistar™ 2
Meeting Date: 6/20/2023 Agenda Item: 7G
KIMLEY-HORN AND ASSOCIATES, INC. FOR CEQA REVIEW SERVICES IN CONNECTION WITH

THE BLUFFS AT BOCA PROJECT AND AUTHORIZING THE CITY MANAGER TO EXECUTE THE AGREEMENT”.

Attachments:

1. Resolution 23-49

2. Professional Services Agreement with Kimley-Horn & Associates, Inc.

3. Selected Consultant’s Proposal
Notification:

Email notification sent to persons on the City’s Interested Parties List.

CITY OF SAN CLEMENTE Page 3 of 3 Printed on 6/14/2023
powered by Legistar™ 3
Attachment 1
RESOLUTION NO. 23-49

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

SAN CLEMENTE, CALIFORNIA, AWARDING A

PROFESSIONAL SERVICES AGREEMENT (PSA) TO
KIMLEY-HORN AND ASSOCIATES, INC. FOR CALIFORNIA

ENVIRONMENTAL QUALITY ACT (CEQA) REVIEW

SERVICES IN CONNECTION WITH THE BLUFFS AT BOCA

PROJECT AND AUTHORIZING THE CITY MANAGER TO

EXECUTE THE AGREEMENT
WHEREAS, on June 24, 2020 an application for development on seven lots located at 320-326 La Rambla and 312-314 Boca Del Canon was submitted by the Applicant; and WHEREAS, in February 2021, the Applicant retained the services of a private consulting firm to begin the preparation of environmental documentation for the project; and WHEREAS, on November 10, 2022, a Notice of Preparation for the Draft EIR was filed and on November 30, 2022 a public scoping meeting was held at City Hall; and WHEREAS, on February 8, 2023, the Planning Division posted a Request for Proposals (RFP) soliciting proposals from qualified firms to provide third-party consultant review services for an Environmental Impact Report (EIR) and related technical documents prepared in accordance with the California Environmental Quality Act (CEQA) for the Bluffs at Boca project; and
WHEREAS, on April 13, 2023 and April 17, 2023, the Planning Division conducted consultant interviews of three qualified environmental firms which submitted proposals in response to the RFP; and
WHEREAS, on April 18, 2023, the Planning Division convened to discuss the consultant interview; and WHEREAS, Kimley-Horn & Associates, Inc. best demonstrated the expertise necessary to manage the EIR review process at a fair and reasonable cost.

NOW, THEREFORE, the City Council of the City of San Clemente does hereby resolve as follows:

Section 1. Recitals. The above recitals are considered findings by the City Council and incorporated into the body of this resolution.

Section 2. CEQA Findings. The selection of a consultant to conduct review of environmental documents is not a project under CEQA.

Section 3. Based on the foregoing recitals and findings, and the written and oral comments, facts, and evidence presented, the City Council of the City of San Clemente, California awards a Professional Services Agreement to Kimley-Horn & Associates, Inc. as the City’s review consultant of environmental documents for the Bluffs at Boca project. 4 Resolution No. 23-49 Page 2
Section 4. The City Manager is hereby authorized and directed to execute a Professional Service Agreement with Kimley-Horn and Associates, Inc. to provide CEQA environmental review services in connection with the Bluffs at Boca project for a not to exceed contract amount of $54,903 in a form substantially similar to that attached to this Resolution as Attachment 1 and incorporated herein fully by this reference.

Section 5. Certification. The City Clerk shall certify to the passage and adoption of this resolution and enter it into the book of original resolutions.

PASSED AND ADOPTED this _____ day of ____________________, _______.

ATTEST:
___________________________ __________________________
City Clerk of the City of Mayor of the City of San
San Clemente, California Clemente, California

STATE OF CALIFORNIA )
COUNTY OF ORANGE ) §

CITY OF SAN CLEMENTE )
I, LAURA CAMPAGNOLO, City Clerk of the City of San Clemente, California, do hereby certify that Resolution No. 23-49 was adopted at a regular meeting of the City Council of the City of San Clemente held on the _______ day of _______________________, _________, by the following vote:

AYES:

NOES:

ABSENT:

IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of San Clemente, California, this _____ day of _________________, ________. __________________________
CITY CLERK of the City of
San Clemente, California
Approved as to form:
_________________________
Elizabeth A. Mitchell, City Attorney
5 Attachment 2
1 55452.01100\31193624.5

CITY OF SAN CLEMENTE

PROFESSIONAL SERVICES AGREEMENT

1. PARTIES AND DATE.

This Agreement is made and entered into this _____ day of ________, 2023, by and between the City of San Clemente, a municipal corporation, organized under the laws of the State of California, with its principal place of business at 910 Calle Negocio, San Clemente, California, 92673 ("City") and, Kimley-Horn and Associates, Inc., a North Carolina corporation, with its principal place of business in California at 765 The City Drive, Suite 200, Orange, CA 92868 ("Consultant"). City and Consultant are sometimes individually referred to herein as "Party" and collectively as "Parties."

2. RECITALS.

2.1 Consultant.

Consultant desires to perform and assume responsibility for the provision of certain professional consulting services required by the City on the terms and conditions set forth in this Agreement.

Consultant represents and warrants that it is experienced in providing professional consulting services to public clients, is duly organized and existing under the laws of the State of North Carolina, is licensed in the State of California, if applicable, is registered and authorized to do business in the State of California, and is familiar with the plans of City.

2.2 Project.

City desires to engage Consultant to render such professional consulting services for the project ("Project") as set forth in this Agreement.

3. TERMS.

3.1 Scope of Services and Term.

3.1.1 General Scope of Services. Consultant promises and agrees to furnish to the City all labor, materials, tools, equipment and services as described in Exhibit "A" attached hereto and incorporated herein by reference (collectively, the “Services”). All Services shall be subject to, and performed in accordance with, this Agreement, the exhibits attached hereto and incorporated herein by reference, and all applicable local, state and federal laws, rules and regulations.

3.1.2 Term. The term of this Agreement shall be from July 1, 2023 to June 30, 2024, unless earlier terminated as provided herein. The City shall have the unilateral option, at its sole discretion, to renew this Agreement automatically for no more than one (1) additional oneyear term. Consultant shall complete the Services within the term of this Agreement, and shall meet any other established schedules and deadlines.

3.2 Responsibilities of Consultant.

3.2.1 Independent Contractor; Control and Payment of Subordinates. The Services shall be performed by Consultant or under its supervision. Consultant will determine the 6 Attachment 2
2 55452.01100\31193624.5
means, methods and details of performing the Services subject to the requirements of this Agreement. City retains Consultant on an independent contractor basis and not as an employee.

Consultant retains the right to perform similar or different services for others during the term of this Agreement. Any additional personnel performing the Services under this Agreement on behalf of Consultant shall also not be employees of City and shall at all times be under Consultant's exclusive direction and control. Neither City, nor any of its officials, officers, directors, employees or agents shall have control over the conduct of Consultant or any of Consultant's officers, employees, or agents, except as set forth in this Agreement. Consultant shall pay all wages, salaries, and other amounts due such personnel in connection with their performance of Services under this Agreement and as required by law. Consultant shall be responsible for all reports and obligations respecting such additional personnel, including, but not limited to: social security taxes, income tax withholding, unemployment insurance, disability insurance, and workers' compensation insurance.

3.2.2 Schedule of Services. Consultant shall perform the Services expeditiously, within the term of this Agreement, and in accordance with the Schedule and Fee of Services set forth in Exhibit "A" attached hereto and incorporated herein by reference. Consultant represents that it has the professional and technical personnel required to perform the Services in conformance with such conditions. In order to facilitate Consultant's conformance with the Schedule, City shall respond to Consultant's submittals in a timely manner. Upon request of City, Consultant shall provide a more detailed schedule of anticipated performance to meet the Schedule of Services.

3.2.3 Endorsement on PS&E/ Other Data. Consultant shall sign all plans, specifications, estimates (PS&E) and engineering data furnished by Consultant, and where appropriate will indicate Consultant’s authorized signature and professional registration number.

3.2.4 Conformance to Applicable Requirements. All work prepared by Consultant shall be subject to the approval of City.

3.2.5 Substitution of Key Personnel. Consultant has represented to City that certain key personnel will perform and coordinate the Services under this Agreement. Should one or more of such personnel become unavailable, Consultant may substitute other personnel of at least equal competence upon written approval of City. In the event that City and Consultant cannot agree as to the substitution of key personnel, City shall be entitled to terminate this Agreement for cause. As discussed below, any personnel who fail or refuse to perform the Services in a manner acceptable to the City, or who are determined by the City 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 the Consultant at the request of the City. The key personnel for performance of this Agreement are as follows:
 Greg Kyle, Sr. Vice President
 Heidi Rous, Project Manager
 Jessie Fan, Environmental Specialist (Deputy Alternative)

3.2.6 City's Representative. The City hereby designates Adam Atamian, Deputy Community Development Director, or his/her designee, to act as its representative in all matters pertaining to the administration and performance of this Agreement ("City's Representative").

City's Representative shall have the power to act on behalf of the City for review and approval of all products submitted by Consultant but not the authority to enlarge the Scope of Work or change 7 Attachment 2
3 55452.01100\31193624.5
the total compensation due to Consultant under this Agreement. The City Manager shall be authorized to act on City's behalf and to execute all necessary documents which enlarge the Scope of Work or change the Consultant's total compensation subject to the provisions contained in Section 3.3 of this Agreement. Consultant shall not accept direction or orders from any person other than the City Manager, City's Representative or his/her designee.

3.2.7 Consultant's Representative. Consultant hereby designates Heidi Rous, Project Manager, or his/her designee, to act as its representative for the performance of this Agreement ("Consultant's Representative"). Consultant's Representative shall have full authority to represent and act on behalf of the Consultant for all purposes under this Agreement. The Consultant's Representative shall supervise and direct the Services, using his/her best skill and attention, and shall be responsible for all means, methods, techniques, sequences, and procedures and for the satisfactory coordination of all portions of the Services under this Agreement.

3.2.8 Coordination of Services. Consultant agrees to work closely with City staff in the performance of Services and shall be available to City's staff, consultants and other staff at all reasonable times.

3.2.9 Standard of Care; Performance of Employees. 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 shall have sufficient skill and experience to perform the Services assigned to them. Finally, Consultant represents that it, its employees and subconsultants have all licenses, permits, qualifications and approvals of whatever nature that are legally required to perform the Services, and that such licenses and approvals shall be maintained throughout the term of this Agreement.

As provided for in the indemnification provisions of this Agreement, Consultant shall perform, at its own cost and expense and without reimbursement from the City, any services necessary to correct errors or omissions which are caused by the Consultant's failure to comply with the standard of care provided for herein. Any employee of the Consultant or its sub-consultants who is determined by the City to be uncooperative, incompetent, a threat to the adequate or timely completion of the Project, a threat to the safety of persons or property, or any employee who fails or refuses to perform the Services in a manner acceptable to the City, shall be promptly removed from the Project by the Consultant and shall not be re-employed to perform any of the Services or to work on the Project.

3.2.10 Laws and Regulations. Consultant shall keep itself fully informed of and in compliance with all local, state and federal laws, rules and regulations in any manner affecting the performance of the Project or the Services, including all Cal/OSHA requirements, and shall give all notices required by law. Consultant shall be liable for all violations of such laws and regulations in connection with Services. If Consultant performs any work knowing it to be contrary to such laws, rules and regulations, Consultant shall be solely responsible for all costs arising therefrom. Consultant shall defend, indemnify and hold City, its officials, directors, officers, employees, agents, and volunteers free and harmless, pursuant to the indemnification provisions of this Agreement, from any claim or liability arising out of any failure or alleged failure to comply with such laws, rules or regulations.

3.2.11 Safety. Consultant shall execute and maintain its work so as to avoid injury or damage to any person or property. In carrying out its Services, the Consultant shall at all times be in compliance with all applicable local, state and federal laws, rules and regulations, and shall 8 Attachment 2
4 55452.01100\31193624.5
exercise all necessary precautions for the safety of employees appropriate to the nature of the work and the conditions under which the work is to be performed. Safety precautions, where applicable, shall include, but shall not be limited to: (A) adequate life protection and lifesaving equipment and procedures; (B) instructions in accident prevention for all employees and subconsultants, such as safe walkways, scaffolds, fall protection ladders, bridges, gang planks, confined space procedures, trenching and shoring, equipment and other safety devices, equipment and wearing apparel as are necessary or lawfully required to prevent accidents or injuries; and (C) adequate facilities for the proper inspection and maintenance of all safety measures.

3.2.12 Insurance. Consultant agrees to procure and maintain, at Consultant’s expense all insurance specified in Exhibit “B” attached hereto and by this reference incorporated herein. Consultant shall require all subconsultants to carry the same policies and limits of insurance that the Consultant is required to maintain, unless otherwise approved in writing by the City.

3.3 Fees and Payments.

3.3.1 Compensation. Consultant shall receive compensation, including authorized reimbursements, for all Services rendered under this Agreement at the rates set forth in Exhibit "A" attached hereto and incorporated herein by reference. The total compensation shall not exceed Fifty Four Thousand Nine Hundred Three Dollars ($54,903) without written approval of the City Council or City Manager as applicable. Extra Work may be authorized, as described below, and if authorized, will be compensated at the rates and manner set forth in this Agreement.

3.3.2 Payment of Compensation. Consultant shall submit to City a monthly invoice which indicates work completed and hours of Services rendered by Consultant. The invoice shall describe the amount of Services provided since the initial commencement date, or since the start of the subsequent billing periods, as appropriate, through the date of the invoice.

City shall, within 30 days of receiving such invoice, review the invoice and pay all non-disputed and approved charges thereon. If the City disputes any of Consultant's fees, the City shall give written notice to Consultant within thirty (30) days of receipt of an invoice of any disputed fees set forth therein.

3.3.3 Reimbursement for Expenses. Consultant shall not be reimbursed for any expenses unless authorized in writing by City, or included in Exhibit "C" of this Agreement.

3.3.4 Extra Work. At any time during the term of this Agreement, City may request that Consultant perform Extra Work. As used herein, "Extra Work" means any work which is determined by City to be necessary for the proper completion of the Project, but which the Parties did not reasonably anticipate would be necessary at the execution of this Agreement.

Consultant shall not perform, nor be compensated for, Extra Work without written authorization from the City.

3.3.5 Rate Increases. In the event that this Agreement is renewed pursuant to Section 3.1.2, the rate set forth in Exhibit “C” may be adjusted each year at the time of renewal as set forth in Exhibit “C.”

3.3.6 Labor Code Requirements.

3.3.6.1 Prevailing Wages. Consultant is aware of the requirements of 9 Attachment 2
5 55452.01100\31193624.5
California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., ("Prevailing Wage Laws"), which require the payment of prevailing wage rates and the performance of other requirements on "public works" and "maintenance" projects. If the Services are being performed as part of an applicable "public works" or "maintenance" project, as defined by the Prevailing Wage Laws, and the total compensation is $1,000 or more, Consultant agrees to fully comply with such Prevailing Wage Laws. Consultant shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to execute the Services available to interested parties upon request, and shall post copies at the Consultant's principal place of business and at the project site. Consultant shall defend, indemnify and hold the City, its officials, officers, employees, agents, and volunteers free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws.

3.3.6.2 Registration. If the Services are being performed as part of an applicable “public works” or “maintenance” project, in addition to the foregoing, then pursuant to Labor Code sections 1725.5 and 1771.1, the Consultant and all subconsultants must be registered with the Department of Industrial Relations (“DIR”). Consultant shall maintain registration for the duration of the project and require the same of any subconsultants. This project may also be subject to compliance monitoring and enforcement by the DIR. It shall be Consultant’s sole responsibility to comply with all applicable registration and labor compliance requirements, including the submission of payroll records directly to the DIR. Notwithstanding the foregoing, the contractor registration requirements mandated by Labor Code sections 1725.5 and 1771.1 shall not apply to Services performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code sections 1725.5 and 1771.1.

3.4 Accounting Records.

3.4.1 Maintenance and Inspection. Consultant shall maintain complete and accurate records with respect to all costs and expenses incurred under this Agreement. All such records shall be clearly identifiable. Consultant shall allow a representative of City during normal business hours to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement. Consultant shall allow inspection of all work, data, documents, proceedings, and activities related to the Agreement for a period of four (4) years from the date of final payment under this Agreement.

3.5 General Provisions.

3.5.1 Termination of Agreement.

3.5.1.1 Grounds for Termination. City may, by written notice to Consultant, terminate the whole or any part of this Agreement at any time, with or without cause, by giving written notice to Consultant of such termination, and specifying the effective date thereof, at least seven (7) days before the effective date of such termination. Upon termination, Consultant shall be compensated only for those services which have been adequately rendered to City, and Consultant shall be entitled to no further compensation. Consultant may not terminate this Agreement except for cause.

3.5.1.2 Effect of Termination. If this Agreement is terminated as provided herein, City may require Consultant to provide all finished or unfinished Documents and Data and other information of any kind prepared by Consultant in connection with the performance of Services under this Agreement. Consultant shall be required to provide such document and other information within fifteen (15) days of the request. 10 Attachment 2
6 55452.01100\31193624.5

3.5.1.3 Additional Services. In the event this Agreement is terminated in whole or in part as provided herein, City may procure, upon such terms and in such manner as it may determine appropriate, services similar to those terminated.

3.5.2 Delivery of Notices. All notices permitted or required under this Agreement shall be given to the respective parties at the following address, or at such other address as the respective parties may provide in writing for this purpose:

Consultant: Kimley-Horn & Associates
660 South Figueroa Street
Los Angeles, CA 90017
ATTN: Heidi Rous
City: City of San Clemente
910 Calle Negocio
San Clemente, CA 92673
ATTN: Chris Johnson, Senior Planner
Such notice shall be deemed made when personally delivered or when mailed, forty-eight (48) hours after deposit in the U.S. Mail, first class postage prepaid and addressed to the party at its applicable address. Actual notice shall be deemed adequate notice on the date actual notice occurred, regardless of the method of service.

3.5.3 Ownership of Materials and Confidentiality.

3.5.3.1 Documents & Data; Licensing of Intellectual Property. This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings or data magnetically or otherwise recorded on computer diskettes, which are prepared or caused to be prepared by Consultant under this Agreement ("Documents & Data"). Consultant shall require all subconsultants to agree in writing that City is granted a non-exclusive and perpetual license for any Documents & Data the subconsultant prepares under this Agreement. Consultant represents and warrants that Consultant has the legal right to license any and all Documents & Data.

Consultant makes no such representation and warranty in regard to Documents & Data which were prepared by design professionals other than Consultant or provided to Consultant by the City. City shall not be limited in any way in its use of the Documents & Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City's sole risk.

3.5.3.2 Confidentiality. All ideas, memoranda, specifications, plans, procedures, drawings, descriptions, computer program data, input record data, written information, and other Documents & Data either created by or provided to Consultant in connection with the performance of this Agreement shall be held confidential by Consultant. Such materials shall not, without the prior written consent of City, be used by Consultant for any purposes other than the performance of the Services. Nor shall such materials be disclosed to any person or entity not connected with the performance of the Services or the Project. Nothing furnished to Consultant which is otherwise known to Consultant or is generally known, or has become known, to the related industry shall be deemed confidential. Consultant shall not use City's name or insignia, photographs of the Project, or any publicity pertaining to the Services or the Project in any magazine, trade paper, newspaper, television or radio production or other similar medium without the prior written consent of City. 11 Attachment 2
7 55452.01100\31193624.5

3.5.3.3 Confidential Information. The City shall refrain from releasing Consultant’s proprietary information ("Proprietary Information") unless the City's legal counsel determines that the release of the Proprietary Information is required by the California Public Records Act or other applicable state or federal law, or order of a court of competent jurisdiction, in which case the City shall notify Consultant of its intention to release Proprietary Information.

Consultant shall have five (5) working days after receipt of the Release Notice to give City written notice of Consultant's objection to the City's release of Proprietary Information. Consultant shall indemnify, defend and hold harmless the City, and its officers, directors, employees, and agents from and against all liability, loss, cost or expense (including attorney’s fees) arising out of a legal action brought to compel the release of Proprietary Information. City shall not release the Proprietary Information after receipt of the Objection Notice unless either: (1) Consultant fails to fully indemnify, defend (with City's choice of legal counsel), and hold City harmless from any legal action brought to compel such release; and/or (2) a final and non-appealable order by a court of competent jurisdiction requires that City release such information.

3.5.4 Cooperation; Further Acts. The Parties shall fully cooperate with one another, and shall take any additional acts or sign any additional documents as may be necessary, appropriate or convenient to attain the purposes of this Agreement.

3.5.5 Attorney's Fees. If either party commences an action against the other party, either legal, administrative or otherwise, arising out of or in connection with this Agreement, the prevailing party in such litigation shall be entitled to have and recover from the losing party reasonable attorney's fees and all other costs of such action.

3.5.6 Indemnification.

3.5.6.1 To the fullest extent permitted by law, Consultant shall defend (with counsel of City’s choosing), indemnify and hold the City, its directors, officials, officers, employees, volunteers and agents free and harmless from any and all claims, demands, causes of action, costs, expenses, liability, loss, damage or injury of any kind, in law or equity, to property or persons, including wrongful death, to the extent arising out of, pertaining to, or incident to any negligent acts, errors or omissions, or willful misconduct of Consultant, its officials, officers, employees, subcontractors, consultants or agents in connection with the performance of the Consultant's Services, the Project or this Agreement, including the payment of all expert witness fees and reasonable attorney’s fees and other related costs and expenses. Consultant’s obligation to indemnify shall not be restricted to insurance proceeds, if any, received by Consultant, the City, its officials, officers, employees, agents, or volunteers.

3.5.6.2 If Consultant’s obligation to defend, indemnify, and/or hold harmless arises out of Consultant’s performance as a “design professional” (as that term is defined under Civil Code section 2782.8), then, and only to the extent required by Civil Code section 2782.8, which is fully incorporated herein, Consultant’s indemnification obligation shall be limited to claims that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of the Consultant, and, upon Consultant obtaining a final adjudication by a court of competent jurisdiction, Consultant’s liability for such claim, including the cost to defend, shall not exceed the Consultant’s proportionate percentage of fault.

3.5.7 Entire Agreement. This Agreement contains the entire Agreement of the parties with respect to the subject matter hereof, and supersedes all prior negotiations, understandings or agreements. This Agreement may only be modified by a writing signed by both parties.
12 Attachment 2
8 55452.01100\31193624.5

3.5.8 Governing Law. This Agreement shall be governed by the laws of the State of California. Venue shall be in Orange County.

3.5.9 Time of Essence. Time is of the essence for each and every provision of this Agreement. Notwithstanding any other provision of this Agreement, Consultant shall not be deemed in breach or be liable for delays in performance caused by circumstances beyond the reasonable control of Consultant. For purposes of this Agreement, such circumstances include but are not limited to, abnormal weather conditions; floods; earthquakes; fire; pandemics or epidemics; war; riots and other civil disturbances; strikes, lockouts, and other labor disturbances; sabotage or judicial restraint. Should such circumstances occur, the Consultant shall, as soon as practicable and in any event within five (5) days of being prevented from performing, give written notice to City describing the circumstances preventing continued performance and the efforts being made to resume performance of this Agreement. Consultant’s exclusive remedy in the event of delay covered under this section shall be a non-compensable extension of the Schedule of Performance.

3.5.10 City's Right to Employ Other Consultants. City reserves right to employ other consultants in connection with this Project.

3.5.11 Successors and Assigns. This Agreement shall be binding on the successors and assigns of the parties.

3.5.12 Assignment or Transfer. Consultant shall not assign, hypothecate, or transfer, either directly or by operation of law, this Agreement or any interest herein without the prior written consent of the City. Any attempt to do so shall be null and void, and any assignees, hypothecates or transferees shall acquire no right or interest by reason of such attempted assignment, hypothecation or transfer.

3.5.13 Construction; References; Captions. Since the Parties or their agents have participated fully in the preparation of this Agreement, the language of this Agreement shall be construed simply, according to its fair meaning, and not strictly for or against any Party. Any term referencing time, days or period for performance shall be deemed calendar days and not work days. All references to Consultant include all personnel, employees, agents, and subconsultants of Consultant, except as otherwise specified in this Agreement. All references to City include its elected officials, officers, employees, agents, and volunteers except as otherwise specified in this Agreement. The captions of the various articles and paragraphs are for convenience and ease of reference only, and do not define, limit, augment, or describe the scope, content, or intent of this Agreement.

3.5.14 Amendment; Modification. No supplement, modification, or amendment of this Agreement shall be binding unless executed in writing and signed by both Parties.

3.5.15 Waiver. No waiver of any default shall constitute a waiver of any other default or breach, whether of the same or other covenant or condition. No waiver, benefit, privilege, or service voluntarily given or performed by a Party shall give the other Party any contractual rights by custom, estoppel, or otherwise.

3.5.16 No Third-Party Beneficiaries. There are no intended third party beneficiaries of any right or obligation assumed by the Parties.

3.5.17 Invalidity; Severability. If any portion of this Agreement is declared invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions 13 Attachment 2
9 55452.01100\31193624.5
shall continue in full force and effect.

3.5.18 Prohibited Interests. Consultant maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Consultant, to solicit or secure this Agreement. Further, Consultant warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employee working solely for Consultant, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Agreement. For breach or violation of this warranty, City shall have the right to rescind this Agreement without liability. For the term of this Agreement, no member, officer or employee of City, during the term of his or her service with City, shall have any direct interest in this Agreement, or obtain any present or anticipated material benefit arising therefrom.

3.5.19 Equal Opportunity Employment. Consultant represents that it is an equal opportunity employer and it shall not discriminate against any subconsultant, employee or applicant for employment because of race, religion, color, national origin, handicap, ancestry, sex or age. Such non-discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination. Consultant shall also comply with all relevant provisions of City's Minority Business Enterprise program, Affirmative Action Plan or other related programs or guidelines currently in effect or hereinafter enacted.

3.5.20 Labor Certification. By its signature hereunder, Consultant certifies that it is aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for Worker's Compensation or to undertake self-insurance in accordance with the provisions of that Code, and agrees to comply with such provisions before commencing the performance of the Services.

3.5.21 Authority to Enter Agreement. Consultant has all requisite power and authority to conduct its business and to execute, deliver, and perform the Agreement. Each Party warrants that the individuals who have signed this Agreement have the legal power, right, and authority to make this Agreement and bind each respective Party.

3.5.22 Counterparts and Electronic Signatures. This Agreement may be executed electronically by DocuSign® and in any number of counterparts, each of which shall be enforceable against the parties actually executing such counterparts, and all of which together shall constitute one instrument. True facsimile, electronic or photocopies shall be binding to the same extent as an original signature page.

3.6 Subcontracting.

3.6.1 Prior Approval Required. Consultant shall not subcontract any portion of the work required by this Agreement, except as expressly stated herein, without prior written approval of City. Subcontracts, if any, shall contain a provision making them subject to all provisions stipulated in this Agreement.
[SIGNATURES ON FOLLOWING PAGE]
14 Attachment 2
10 55452.01100\31193624.5
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be duly executed on the respective dates set forth opposite of their signatures.

CITY OF SAN CLEMENTE
By: ________________________________
ATTEST: Andy Hall, City Manager
______________________________ Dated: ____________________, 2023 CITY CLERK of the City of
San Clemente, California
APPROVED AS TO FORM:
__________________________
Elizabeth A. Mitchell, City Attorney

APPROVED AS TO AVAILABILITY
OF FUNDING:
________________________________
Finance Authorization

Kimley-Horn and Associates, Inc., a
North Carolina corporation
(“CONSULTANT”)
By: ________________________________
Srikanth Chakravarthy, Vice President
Dated: __________________, 2023
By: _______________________________
Gregory S. Kyle, Senior Vice President

Dated: __________________, 2023
15 Attachment 2
11 55452.01100\31193624.5
EXHIBIT "A"

SCOPE AND FEE OF SERVICES
Project Understanding and Scope of Work
The project would develop seven single–family detached dwellings on seven existing vacant lots across 1.58 acres at 320–326 La Rambla and 312–314 Boca del Canon. The project would create public easements for public beach access and a public lookout area, as well as a lot line adjustment and abandonment of a “paper” street at the end of La Rambla. The project site has a General Plan land use designation of Residential Low Density (RL) and is zoned RL. A Notice of Preparation (NOP) was distributed on November 14, 2022, and a public scoping meeting was held on November 18, 2022. Applicant’s environmental consultant will prepare draft and final CEQA technical studies and the EIR documents required for environmental clearance under CEQA. The following approach demonstrates Kimley–Horn’s experience on peer reviewing and completing similar types of projects to satisfy environmental clearance and CEQA requirements for the project.

Task 1 – Project Kickoff and Management
Heidi Rous and Jessie Fan will attend one in–person kick–off meeting (up to one hour) with City staff to initiate the project and to receive all necessary background data, technical studies, and environmental documents. Kimley-Horn will review the Project Description, NOP, public scoping meeting materials, and public comments received on the NOP.

Deliverables:

Deliverables will be transmitted electronically unless otherwise noted  Two (2) Kimley-Horn staff participation in in–person Kick–Off Meeting  Review of Project Description, NOP, public scoping meeting materials, and public comments received on the NOP Task 2 – Peer Review Technical Studies
Kimley-Horn anticipates that the City will receive, review, and forward the draft technical studies from the applicant to KimleyHorn for review and comment. Kimley-Horn will peer review the technical studies to determine if the technical studies are comprehensive and adequate to address the impacts in accordance with CEQA Guidelines Appendix G thresholds. KimleyHorn assumes that the technical studies will be provided in Microsoft Word format with any figures and attachments in PDF format, and will provide conclusions, impact significance determinations, and mitigation measures, as needed. It is Kimley–Horn’s understanding that we will generally receive technical studies that have undergone appropriate levels of internal QC/QA reviews by the performing consultants, and that Kimley-Horn is to perform a comprehensive peer review focusing on whether the reports specifically include the following:
 Clear presentation of data, methods, and conclusions, suitable for City decision–makers, reviewing/responsible agencies, the public, and other stakeholders;
 Defensible analyses and conclusions, and feasible mitigation measures and avoidance strategies supported by documented evidence;
 Appropriately conservative assumptions, estimates, and calculations which serve the basis of the impact analyses, in line with the needs of the most impactful aspect of project implementation; and  Use of consistent terms, assumptions, and narratives between the various reports.

Kimley-Horn will conduct one (1) review cycle for each technical study requested to be reviewed. If Kimley-Horn determines that revisions are necessary for the technical studies, Kimley-Horn will provide a redline version of the technical studies in Microsoft Word back to the City to transmit to the applicant’s consultant. Kimley-Horn will provide one (1) review of the revised technical studies to confirm that all edits are completed. If an additional review cycle is needed, Kimley-Horn will provide an additional fee and scope to the City for approval. Based on correspondence with the City, Kimley-Horn will review the following technical studies:
16 Attachment 2
12 55452.01100\31193624.5
 Air Quality, Energy, and Greenhouse Gas (GHG) Emissions Impact Analysis  General Biological Assessment
 Phase I Cultural Resources Assessment
 Preliminary Geotechnical Evaluation Report
 Wave Runup and Coastal Hazard Study
 Phase I Paleontological Assessment
 Noise and Vibration Impact Analysis
 PSU Correspondence
 Traffic Assessment Memorandum
 Water Quality Master Plans
If needed, Kimley-Horn will, with City concurrence and assistance, interface with the applicant’s consultants to verify that the edits are appropriately implemented by the original authors. Kimley-Horn has allocated up to four (4) hours of teleconference calls to resolve outstanding environmental issues raised in Kimley-Horn's review of the draft technical studies with the applicant’s consultants. If additional time is needed, Kimley-Horn will provide an additional scope and fee to the City for approval.

Deliverables:
 One (1) review cycle of each draft technical study, inclusive of redline edits and margin comments in Microsoft Word  One (1) review cycle of each revised technical study to confirm all edits are implemented and/or otherwise resolved to our satisfaction
 Up to four (4) hours of teleconference calls to resolve outstanding environmental issues Task 3 – Peer Review Draft Environmental Impact Report
Kimley-Horn anticipates that the City will receive, review, and forward the Administrative Draft EIR in Microsoft Word format from the applicant to Kimley-Horn for review and comment. Kimley-Horn will peer review the Administrative Draft EIR to verify the EIR is accurate, complete, and legally adequate. Kimley-Horn assumes that the Project Description will be consistent between the technical studies and the Draft EIR. Kimley- Horn will make the necessary revisions to the Administrative Draft EIR in redline or margin comments. Similar to our approach for review of the technical studies, Kimley-Horn assumes that the Administrative Draft EIR will have undergone appropriate levels of internal QC/QA reviews. Therefore, Kimley-Horn will provide one (1) round of review of the Administrative Draft EIR and will provide any additional edits and comments to the City directly. After applicant’s consultant reviews and revises the Administrative Draft EIR, Kimley-Horn will provide one (1) round of review of the Proof Check Draft EIR to verify all comments were addressed and resolved to Kimley-Horn’s satisfaction. Kimley-Horn is available to help review the City’s Notice of Availability of the Draft EIR and the Notice of Completion, if necessary.

Deliverables:
 One (1) round of review of the Administrative Draft EIR  One (1) round of review of Proof Check Draft EIR
Task 4 – Peer Review Final Environmental Impact Report
Similar to our approach to Task 3 for the Draft EIR, Kimley-Horn will peer review the Administrative Final EIR, which will be provided by applicant’s consultant, and provide one (1) round of review of the Administrative Final EIR and will provide additional edits and comments to the City directly. The budget for reviewing the responses to comments on the Draft EIR will be based on a total number of hours (30) the peer review of the Administrative Final EIR, rather than based on a fixed number of comments or responses. Given the potential scrutiny involved with this project, should the level of comments and responses exceed our estimates, Kimley-Horn will provide an additional fee and scope to the City for approval. After applicant’s consultant reviews and revises the Administrative Final EIR, Kimley-Horn will provide one final review of the Proof Check Final EIR to verify all comments were addressed and resolved to Kimley-Horn’s satisfaction. 17 Attachment 2
13 55452.01100\31193624.5
Deliverables
 One (1) round of review of the Administrative Final EIR  One (1) round of review of Proof Check Final EIR
Task 5 – Project Meetings and Hearings
Heidi Rous will serve as the project manager responsible for supervision of the Kimley-Horn team and review the documentation compliance with CEQA requirements and guidelines and City CEQA procedures. Project management responsibilities include task scheduling and assignment, contract administration and accounting, and coordination and communications with the City.

Heidi will maintain email communications with the City to confirm compliance with the Scope of Work, budget, and schedule, and to disseminate project information in a timely manner. Kimley-Horn assumes, due to the nature of the Scope of Work (e.g., applicant’s consultant will provide revisions, during which Kimley-Horn will have limited activity), up to six (6) one-hour conference calls for two (2) Kimley-Horn staff and City staff to discuss project status and to discuss project-related questions will be required. This task does not include budget for discussions with the applicant’s consultant related to resolving environmental comments that arise during the peer review process (see Task 2 above).

Heidi Rous and Jessie Fan will attend up to two (2) in-person public hearings (up to two hours each hearing) during which approval of the project would be considered. It is assumed that City will coordinate and facilitate the meetings and that presentation materials describing or illustrating the project will be provided by the applicant, applicant’s consultant, and the City.

Kimley-Horn will be available to answer technical questions concerning the CEQA process.

Deliverables:

Deliverables will be transmitted electronically unless otherwise noted.  Participation in up to six (6) one-hour conference calls with City staff for two (2) Kimley-Horn staff  Participation in two (2) in-person public hearings for two (2) Kimley-Horn staff Services Not Included:

Any other services, including but not limited to the following, are not included in this scope of work:
 Additional technical studies and reports that are not included in the RFP and in the scope of work above  Drafting, review, or distribution of CEQA notices (e.g., Notice of Completion, Notice of Availability, Notice of Determination, Notice of Public Hearings)
 Attendance at additional meetings and public hearings outside of the ones listed above  Printing and distribution of hard-copy documents
Additional Services:

Any services not specifically provided for in the above scope will be billed as additional services and performed at our then current hourly rates, with City approval. Additional services we can provide include, but are not limited to, the following:
 Additional or extraordinarily lengthy meetings or agency consultation efforts  Additional review or editorial cycles
18 City of San Clemente   Page 4

19 ink1
ink2
ink3
ll
31 ink4

4.1 4.l
ink5

5.1 Sl
Sr.
l'Nllelllonll l
categ:)fyllil
Billing Ra mo
Prajlct ltioff and llanaglllltt
IWllrliff Tecllical 9bdls '
1W RMw Dnll Ell
151 S::reenclleck
2nd S::reerdleck l
1W llrlifl FINI Ell 12
151 S::reerdleck
2nd S::reerdleck 4
Prajlctlllllll9and .... 20
Meamgs
Healif9S (ln-PEISOO) 11
TOTAL 57
SIAltotal Labor: $11,110
Ollla'llildCosls
La!xxEll:aetioo
Mil~e
&dxxinsultall MamJp
TOTAL COST:

CITY OF SAN CLEMENTE PLANNING DIVISION
Environmental Review for the Bluffs at Boca Project
Located at 320-326 La Rambla and 312-314 Boca Del Canon in the City of San Clemente, CA K1mley-Horn and Associates , Inc.

Sr. Sr. PNljlct
Kimley
PrGlelllonal I l'nlllltlonal l PrdHsloaal Anllfll I Analpl l Analpl l Suppoll Hom Total
$295 S240 $215 $190 $165 $150 $135 Hours
Rocks Rocks
Kimley Hom Biological Biological
Total Cost Total Total Cost
Hours
10 1 20 $ 5,255
4 4 21 44 $ IO,IGO 27 4,130
4 Ui 4 4 4 40 $ 9,211 10 l,570
12 ,4 s 7,7f/J 10 1,570
4 6 s 1,510
20 36 $ 9,130 975
16 18 s 7,150 975
4 8 s 1,180
20 40 $ 10,90D
16 4,lf/J
12 14 6,540
10 94 4 4 4 1 uo 43
$2,950 $1,4«1 $10,210 $760 $660 $600 $U5 $ 45,siS 6,675 $ 2,(63
s 1,595
$ 400
$ 668
$ 48,228 $ , 75

TOTAL TOTAL

PROJECT PROJECT

HOURS COST
20 $ 5,255
n $ 14,930
50 $ 10,&50
44 $ 9,BO
6 $ 1,510
4l $ 10,305
34 8, 125
8 $ 1,180
40 $ 10,900
16 4,360
14 6,540
m
52,240
2,(63
Ta:k Task Name Mar Apr May Jun Jul Aug Sept Oct Nov
Notice to Proceed from City
II Project Kickoff
II Peer Review Technical Studies
■ Peer Review Draft EIR
45-Day Public Review Period
a Peer Review Final EIR
Kimley-Horn Peer Review
Applicant's Consultant
Preparation/Revisions
■ City Review
® Notice to Proceed
Public Review Period
- -.
$ Kick-off Meeting * Kimley-Horn Submittal ♦ Milestone
:-: Kimley-Horn Submittal