Cudahy City Council
May 6, 2025

officials, officers, employees, agents and volunteers as additional insureds.

3.3 REQUIRED CARRIER RATING: All varieties of insurance required under this Agreement shall be procured from insurers admitted in the State of California and authorized to issue policies directly to California insureds. Except as otherwise provided elsewhere under this Article, all required insurance shall be procured from insurers who, according to the latest edition of the Best’s Insurance Guide, have an A.M. Best’s rating of no less than A:VII. CITY may also accept policies procured by insurance carriers with a Standard & Poor’s rating of no less than BBB according to the latest published edition the Standard & Poor’s rating guide. As to Workers’ Compensation Insurance/ Employer’s Liability Insurance, the CITY Representatives are authorized to authorize lower ratings than those set forth in this Section.

3.4 PRIMACY OF CONSULTANT’S INSURANCE: All polices of insurance provided by CONSULTANT shall be primary to any coverage available to CITY or CITY’s elected or appointed officials, officers, employees, agents or volunteers. Any insurance or self-insurance maintained by CITY or CITY’s elected or appointed officials, officers, employees, agents or volunteers shall be in excess of CONSULTANT’s insurance and shall not contribute with it.

3.5 WAIVER OF SUBROGATION: All insurance coverage provided pursuant to this Agreement shall not prohibit CONSULTANT or CONSULTANT’s officers, employees, agents, subcontractors or subconsultants from waiving the right of subrogation prior to a loss. CONSULTANT hereby waives all rights of subrogation against CITY.

3.6 VERIFICATION OF COVERAGE: CONSULTANT acknowledges, understands and agrees, that CITY’s ability to verify the procurement and maintenance of the insurance required under this Article is critical to safeguarding CITY’s financial well-being and, indirectly, the collective well-being of the residents of the CITY. Accordingly, CONSULTANT warrants, represents and agrees that its shall furnish CITY with original certificates of insurance and endorsements evidencing the coverage required under this Article on forms satisfactory to CITY in its sole and absolute discretion. The certificates of insurance and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf, and shall be on forms provided by the CITY if requested. All certificates of insurance and endorsements shall be received and approved by CITY as a condition precedent to CONSULTANT’s commencement of any work or any of the Work. Upon CITY’s written request, CONSULTANT shall also provide CITY with certified copies of all required insurance policies and endorsements.

IV.

INDEMNIFICATION

4.1 The Parties agree that CITY and CITY’s elected and appointed officials, officers, employees, agents and volunteers (hereinafter, the “CITY Indemnitees”) should, to the fullest extent permitted by law, be protected from any and all loss, injury, damage, claim, lawsuit, cost, expense, attorneys’ fees, litigation costs, or any other cost arising out of or in any way related to the performance of this Agreement. Accordingly, the provisions of this indemnity provision are intended by the Parties to be interpreted and construed to provide the CITY Indemnitees with the fullest protection possible under the law. CONSULTANT acknowledges that CITY would not enter into this Agreement in the absence of CONSULTANT’s commitment to indemnify, defend and protect CITY as set forth herein.

4.2 To the fullest extent permitted by law, CONSULTANT shall indemnify, hold harmless and defend the CITY Indemnitees from and against all liability, loss, damage, expense, cost (including without limitation reasonable attorneys’ fees, expert fees and all other costs and fees of litigation) of every nature arising out of or in connection with CONSULTANT’s performance of work hereunder or its failure to comply with any of its obligations contained in this Agreement, except such loss or damage which is caused by the sole negligence or willful misconduct of the CITY.

4.3 CITY shall have the right to offset against the amount of any compensation due CONSULTANT under this Agreement any amount due CITY from CONSULTANT as a result of CONSULTANT’s failure to pay CITY promptly any indemnification arising under this Article and related to CONSULTANT’s failure to either (i) pay taxes on amounts received pursuant to this Agreement or (ii) comply with applicable workers’ compensation laws.

The obligations of CONSULTANT under this Article will not be limited by the provisions of any workers’ compensation act or similar act. CONSULTANT expressly waives its statutory immunity under such statutes or laws as to CITY and CITY’s elected and appointed officials, officers, employees, agents and volunteers.

4.4 CONSULTANT agrees to obtain executed indemnity agreements with provisions identical to those set forth here in this Article from each and every subcontractor or any other person or entity involved by, for, with or on behalf of CONSULTANT in the performance of this Agreement. In the event CONSULTANT fails to obtain such indemnity obligations from others as required herein, CONSULTANT agrees to be fully responsible and indemnify, hold harmless and defend CITY and CITY’s elected and appointed officials, officers, employees, agents and volunteers from and against any and all claims and losses, costs or expenses for any damage due to death or injury to any person and injury to any property resulting from any alleged intentional, reckless, negligent, or otherwise wrongful acts, errors or omissions of CONSULTANT’s subcontractors or any other person or entity involved by, for, with or on behalf of CONSULTANT in the performance of this Agreement. Such costs and expenses shall include reasonable attorneys’ fees incurred by counsel of CITY’s choice.

4.5 CITY does not, and shall not, waive any rights that it may possess against CONSULTANT because of the acceptance by CITY, or the deposit with CITY, of any insurance policy or certificate required pursuant to this Agreement. This hold harmless and indemnification provision shall apply regardless of whether or not any insurance policies are determined to be applicable to the claim, demand, damage, liability, loss, cost or expense.

4.6 This Article and all provisions contained herein (including but not limited to the duty to indemnify, defend and hold free and harmless) shall survive the termination or normal expiration of this Agreement and is in addition to any other rights or remedies which the CITY may have at law or in equity.

V.

TERMINATION

5.1 TERMINATION WITHOUT CAUSE: CITY may terminate this Agreement at any time for convenience and without cause by giving CONSULTANT a minimum of five (5) calendar days prior written notice of CITY’s intent to terminate this Agreement. Upon such termination for convenience, CONSULTANT shall be compensated only for those services and tasks which have been performed by CONSULTANT up to the effective date of the termination. CONSULTANT may not terminate this Agreement except for cause as provided under Section 5.2, below. If this Agreement is terminated as provided herein, CITY may require CONSULTANT to provide all finished or unfinished Documents and Data, as defined in Section 7.1 below, and other information of any kind prepared by CONSULTANT in connection with the performance of the Work.

CONSULTANT shall be required to provide such Documents and Data within fifteen (15) calendar days of CITY’s written request. No actual or asserted breach of this Agreement on the part of CITY pursuant to Section 5.2, below, shall operate to prohibit or otherwise restrict CITY’s ability to terminate this Agreement for convenience as provided under this Section.

5.2 EVENTS OF DEFAULT; BREACH OF AGREEMENT:

A. In the event either Party fails to perform any duty, obligation, service or task set forth under this Agreement (or fails to timely perform or properly perform any such duty, obligation,

service or task set forth under this Agreement), an event of default (hereinafter, “Event of Default”) shall occur. For all Events of Default, the Party alleging an Event of Default shall give written notice to the defaulting Party (hereinafter referred to as a “Default Notice”) which shall specify: (i) the nature of the Event of Default; (ii) the action required to cure the Event of Default; (iii) a date by which the Event of Default shall be cured, which shall not be less than the applicable cure period set forth under Sections 5.2.B and 5.2C below or if a cure is not reasonably possible within the applicable cure period, to begin such cure and diligently prosecute such cure to completion. The Event of Default shall constitute a breach of this Agreement if the defaulting Party fails to cure the Event of Default within the applicable cure period or any extended cure period allowed under this Agreement.

B. CONSULTANT shall cure the following Events of Defaults within the following time periods:
i. Within three (3) business days of CITY’s issuance of a Default Notice for any failure of CONSULTANT to timely provide CITY or CITY’s employees or agents with any information and/or written reports, documentation or work product which CONSULTANT is obligated to provide to CITY or CITY’s employees or agents under this Agreement. Prior to the expiration of the 3-day cure period, CONSULTANT may submit a written request for additional time to cure the Event of Default upon a showing that CONSULTANT has commenced efforts to cure the Event of Default and that the Event of Default cannot be reasonably cured within the 3-day cure period. The foregoing notwithstanding, CITY shall be under no obligation to grant additional time for the cure of an Event of Default under this Section 5.2 B.i. that exceeds seven (7) calendar days from the end of the initial 3- day cure period; or
ii. Within fourteen (14) calendar days of CITY’s issuance of a Default Notice for any other Event of Default under this Agreement. Prior to the expiration of the 14-day cure period, CONSULTANT may submit a written request for additional time to cure the Event of Default upon a showing that CONSULTANT has commenced efforts to cure the Event of Default and that the Event of Default cannot be reasonably cured within the 14-day cure period. The foregoing notwithstanding, CITY shall be under no obligation to grant additional time for the cure of an Event of Default under this Section 5.2B.ii that exceeds thirty (30) calendar days from the end of the initial 14-day cure period.

In addition to any other failure on the part of CONSULTANT to perform any duty, obligation, service or task set forth under this Agreement (or the failure to timely perform or properly perform any such duty, obligation, service or task), an Event of Default on the part of CONSULTANT shall include, but shall not be limited to the following: (i) CONSULTANT’s refusal or failure to perform any of the services or tasks called for under the Scope of Services; (ii) CONSULTANT’s failure to fulfill or perform its obligations under this Agreement within the specified time or if no time is specified, within a reasonable time; (iii) CONSULTANT’s and/or its employees’ disregard or violation of any federal, state, local law, rule, procedure or regulation; (iv) the initiation of proceedings under any bankruptcy, insolvency, receivership, reorganization, or similar legislation as relates to CONSULTANT, whether voluntary of involuntary; (v) CONSULTANT’s refusal or failure to perform or observe any covenant, condition, obligation or provision of this Agreement; and/or (vii) CITY’s discovery that a statement representation or warranty by CONSULTANT relating to this Agreement is false, misleading or erroneous in any material respect.

C. CITY shall cure any Event of Default asserted by CONSULTANT within forty-five (45) calendar days of CONSULTANT’s issuance of a Default Notice, unless the Event of Default cannot reasonably be cured within the 45-day cure period. Prior to the expiration of the 45-day cure period, CITY may submit a written request for additional time to cure the Event of Default upon a showing that CITY has commenced its efforts to cure the Event of Default

and that the Event of Default cannot be reasonably cured within the 45-day cure period.

The foregoing notwithstanding, an Event of Default dealing with CITY’s failure to timely pay any undisputed sums to CONSULTANT as provided under Section 1.4, above, shall be cured by CITY within five (5) calendar days from the date of CONSULTANT’s Default Notice to CITY.

D. CITY, in its sole and absolute discretion, may also immediately suspend CONSULTANT’s performance under this Agreement pending CONSULTANT’s cure of any Event of Default by giving CONSULTANT written notice of CITY’s intent to suspend CONSULTANT’s performance (hereinafter, a “Suspension Notice”). CITY may issue the Suspension Notice at any time upon the occurrence of an Event of Default. Upon such suspension, CONSULTANT shall be compensated only for those services and tasks which have been rendered by CONSULTANT to the reasonable satisfaction of CITY up to the effective date of the suspension. No actual or asserted breach of this Agreement on the part of CITY shall operate to prohibit or otherwise restrict CITY’s ability to suspend this Agreement as provided herein.

E. No waiver of any Event of Default or breach under this Agreement shall constitute a waiver of any other or subsequent Event of Default or breach. 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.

F. The duties and obligations imposed under this Agreement and the rights and remedies available hereunder shall be in addition to and not a limitation of any duties, obligations, rights and remedies otherwise imposed or available by law. In addition to any other remedies available to CITY at law or under this Agreement in the event of any breach of this Agreement, CITY, in its sole and absolute discretion, may also pursue any one or more of the following remedies:
i. Upon written notice to CONSULTANT, the CITY may immediately terminate this Agreement in whole or in part;
ii. Upon written notice to CONSULTANT, the CITY may extend the time of performance;
iii. The CITY may proceed by appropriate court action to enforce the terms of the Agreement to recover damages for CONSULTANT’s breach of the Agreement or to terminate the Agreement; or
iv. The CITY may exercise any other available and lawful right or remedy.

CONSULTANT shall be liable for all legal fees plus other costs and expenses that CITY incurs upon a breach of this Agreement or in the CITY’s exercise of its remedies under this Agreement.

G. In the event CITY is in breach of this Agreement, CONSULTANT’s sole remedy shall be the suspension or termination of this Agreement and/or the recovery of any unpaid sums lawfully owed to CONSULTANT under this Agreement for completed services and tasks.

5.3 SCOPE OF WAIVER: No waiver of any default or breach under this Agreement shall constitute a waiver of any other default or breach, whether of the same or other covenant, warranty, agreement, term, condition, duty or requirement contained in this Agreement. 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.

5.4 SURVIVING ARTICLES, SECTIONS AND PROVISIONS: The termination of this Agreement pursuant to any provision of this Article or by normal expiration of its term or any extension thereto shall not operate to terminate any Article, Section or provision contained herein which provides that it shall survive the termination or normal expiration of this Agreement.

VI.

MISCELLANEOUS PROVISIONS

6.1 DOCUMENTS & DATA; LICENSING OF INTELLECTUAL PROPERTY: All Documents and Data shall be and remain the property of CITY without restriction or limitation upon their use or dissemination by CITY. For purposes of this Agreement, the term “Documents and Data” means and includes all reports, analyses, correspondence, plans, drawings, designs, renderings, specifications, notes, summaries, strategies, charts, schedules, spreadsheets, calculations, lists, data compilations, documents or other materials developed and/or assembled by or on behalf of CONSULTANT in the performance of this Agreement and fixed in any tangible medium of expression, including but not limited to Documents and Data stored digitally, magnetically and/or electronically. This Agreement creates, at no cost to CITY, a perpetual license for CITY to copy, use, reuse, disseminate and/or retain any and all copyrights, designs, and other intellectual property embodied in all Documents and Data. CONSULTANT shall require all subcontractors and subconslutants working on behalf of CONSULTANT in the performance of this Agreement to agree in writing that CITY shall be granted the same right to copy, use, reuse, disseminate and retain Documents and Data prepared or assembled by any subcontractor or subconsultant as applies to Documents and Data prepared by CONSULTANT in the performance of this Agreement.

6.2 CONFIDENTIALITY: All data, documents, discussion, or other information developed or received by CONSULTANT or provided for performance of this Agreement are deemed confidential and shall not be disclosed by CONSULTANT without prior written consent by CITY. CITY shall grant such consent if disclosure is legally required. Upon request, all CITY data shall be returned to CITY upon the termination or expiration of this Agreement. CONSULTANT shall not use CITY’s name or insignia, photographs, or any publicity pertaining to the Work in any magazine, trade paper, newspaper, television or radio production or other similar medium without the prior written consent of CITY.

6.3 FALSE CLAIMS ACT: CONSULTANT warrants and represents that neither CONSULTANT nor any person who is an officer of, in a managing position with, or has an ownership interest in CONSULTANT has been determined by a court or tribunal of competent jurisdiction to have violated the False Claims Act, 31 U.S.C., Section 3789 et seq. and the California False Claims Act, Government Code Section 12650 et seq.

6.4 NOTICES: All notices permitted or required under this Agreement shall be given to the respective Parties at the following addresses, or at such other address as the respective Parties may provide in writing for this purpose:

CONSULTANT:

SWA Group, Inc.

Attn: Gerdo Aquino, Co-CEO / Principal
811 W. 7th Street, 8 FI
Los Angeles, CA 90017
Phone: (213) 236-9090
Fax: (213) 236-9091
CITY:

City of Cudahy
Public Works Department Attn:

Aaron Hernandez- Torres
5220 Santa Ana Street
Cudahy, CA 90201
Phone: (323) 773-5143 ext. 228
Such notices shall be deemed effective when personally delivered or successfully transmitted by facsimile as evidenced by a fax confirmation slip or when mailed, forty-eight (48) hours after deposit with the United States Postal Service, first class postage prepaid and addressed to the Party at its applicable address.

6.5 COOPERATION; FURTHER ACTS: The Parties shall fully cooperate with one another, and shall take any additional acts or sign any additional documents as is reasonably necessary, appropriate or convenient to achieve the purposes of this Agreement.

6.6 SUBCONTRACTING: CONSULTANT shall not subcontract any portion of the Work required by this Agreement, except as expressly stated herein, without the prior written approval of CITY.

Subcontracts (including without limitation subcontracts with subconsultants), if any, shall contain a provision making them subject to all provisions stipulated in this Agreement, including provisions relating to insurance requirements and indemnification.

6.7 CITY’S RIGHT TO EMPLOY OTHER CONSULTANTS: CITY reserves the right to employ other contractors in connection with the various projects worked upon by CONSULTANT.

6.8 PROHIBITED INTERESTS: CONSULTANT warrants, represents and maintains 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 and represents 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.

6.9 TIME IS OF THE ESSENCE: Time is of the essence for each and every provision of this Agreement.

6.10 GOVERNING LAW AND VENUE: This Agreement shall be interpreted and governed according to the laws of the State of California. In the event of litigation between the Parties, venue, without exception, shall be in the Los Angeles County Superior Court of the State of California. If, and only if, applicable law requires that all or part of any such litigation be tried exclusively in federal court, venue, without exception, shall be in the Central District of California located in the City of Los Angeles, California.

6.11 ATTORNEYS’ 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 attorneys’ fees and all other costs of such action.

6.12 SUCCESSORS AND ASSIGNS: This Agreement shall be binding on the successors and assigns of the Parties.

6.13 NO THIRD PARTY BENEFIT: There are no intended third party beneficiaries of any right or obligation assumed by the Parties. All rights and benefits under this Agreement inure exclusively to the Parties.

6.14 CONSTRUCTION OF AGREEMENT: This Agreement shall not be construed in favor of, or against, either Party but shall be construed as if the Parties prepared this Agreement together through a process of negotiation and with the advice of their respective attorneys.

6.15 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.

6.16 AMENDMENT: MODIFICATION: No amendment, modification or supplement of this Agreement shall be valid or binding unless executed in writing and signed by both Parties, subject to CITY approval. The requirement for written amendments, modifications or supplements cannot be waived and any attempted waiver shall be void and invalid.

6.17 CAPTIONS: The captions of the various articles, sections and paragraphs are for convenience and ease of reference only, and do not define, limits, augment, or describe the scope, content, or intent of this Agreement.

6.18 INCONSISTENCIES OR CONFLICTS: ln the event of any conflict or inconsistency between the provisions of this Agreement and any of the exhibits attached hereto, the provisions of this Agreement shall control.

6.19 ENTIRE AGREEMENT: This Agreement including allattached exhibits is the entire, complete, final and exclusive expression of the Parties with respect to the matters addressed herein and supersedes all other agreements or understandings, whether oral or written, or entered into between CITY and CONSULTANT prior to the execution of this Agreement. No statements, representations or other agreements, whether oral or written, made by any Party which are not embodied herein shall be valid or binding. No amendment, modification or supplement to this Agreement shall be valid and binding unless in writing and duly executed by the Parties pursuant to Section 6.15, above.

6.20 COUNTERPARTS: .This Agreement shall be executed in three (3) original counterparts each of which shall be of equal force and effect. No handwritten or typewritten amendment, modification or supplement to any one counterparts shall be valid or binding unless made to all three counterparts in conformity with Section 6.16, above. One fully executed original counterpart shall be delivered to CONSULTANT and the remaining two original counterparts shall be retained by ctw.
lN WITNESS WHEREOF, the Parties hereto have caused this Agreement to be executed the day and year first appearing in this Agreement, above.

CITY OF SWA lnc.7,
By:
er Gerdo Aquino, Co-CEO / Principal
Date Dale:512312023
c% 3n ?/

APPROVED AS TO FORM:

EXHIBIT “A”

SCOPE OF WORK

SWA l City of Cudahy Page 14 of 23 I 13
Scope of Work
Our Team recognizes that the task at hand is greater than simply improving the paths for cyclists or pedestrians or providing additional public amenities; there is a broader opportunity to improve the public perception of this portion of the LA River as an urban ecological corridor that promotes sustainability, environmental equity, and climate resiliency.

We will work with the City to establish thoughtful and
concentrated solutions with enhancement opportunities
most applicable to each site’s unique conditions and the community they serve.

The proposed leadership team for this proposal, Gerdo
Aquino (Co-CEO), Ying-yu Hung (Managing Principal), and Jeremy Klemic (Associate Principal) have accomplished a variety of tasks related to public spaces locally including along urban waterways, including: concept, design,
construction administration, and coordination. The first and most important step is to listen and understand; thus comprehending the City of Cudahy’s goals for revitalizing the Bike Path, creating community park space, promoting cultural values and instilling pride in these regional
amenities. Through a collaborative visioning process working with the city, SWA will gather the shared interests, goals, and opportunities for this project.

The project scope includes preparation of all necessary plans and to provide to the City a complete PS&E package ready for bidding. The following description of work defines the general project requirements. Associated tasks and
provisions necessary for a complete project within the
defined scope deliverables, but not specifically addressed herein will be undertaken within the proposed “Not to
Exceed” contract fee.

We have set forth the scope of services and proposed
schedule with a four-month timeline for delivery of this project from Preliminary Engineering (Design documents) to Bidding Documents (100% CD PS&E), with an estimated oneyear schedule for Construction.

TASK 1. PROJECT MANAGEMENT: KICKOFF/EXISTING CONDITIONS The purpose of this task is for SWA to gather the information necessary to perform the services outlined in this proposal, and establish goals with the City.

A. Attend a pre-design (kick-off) meeting with City
staff after the award of contract to conduct
introductions, discuss scope of work, information
needed from various City departments, overall
schedule and the implementation process.

Project Kick-Off: SWA will attend an in-person or virtual project kick-off meeting with the City to establish lines of communication, goals, define expectations and finalize
the proposed schedule. We will also seek information from the City regarding any local development stakeholders (as defined by the City Staff), and any ongoing efforts or plans for the bike path improvements.

Existing Conditions Analysis/Site Visit: Following the
meeting, The SWA team will perform a site walk with the City and other team members to review the project sites and further discuss the project components, goals, and
any items of potential concern discussed at the meeting.

While this site visit is optional for the City team, they are encouraged to attend.
b. Coordinate bi-weekly progress conference calls with
City staff to update the City of the project progress,
and schedule status. This is also a time for the SWA
team to ask any questions to the City or bring up any
design issues encountered.

Data request to the City of Cudahy may include:
• Plans - Localtransportation policies, guidelines,
adopted plans, and EIRs/EISs;
• Physical data - Any previously collected topographic, geologic, and hydrology data;
• Existing utility mapping (water, sewer, storm, gas &
electric) if available;
• Land use data, including parcel and right-of-way maps of public and private lands.
c. Coordinate meeting schedule to review the
preliminary design, 30%, 60%, 90%and 100%
submittals with City staff.

14 I Page 15 of 23 City of Cudahy I SWA
Scope of Work (cont.)
Project Meetings: will be coordinated with the appropriate City Staff and City designated Stakeholders and
agencies on a bi-weekly basis for review and
coordination of the design deliverables and schedule.
d. Provide a detailed project schedule with continuous
updates, and executive summary of project status to
be submitted with each monthly invoice.

Project Schedule: will include a breakdown (per week per day) of look ahead tasks and be maintained and updated on a bi-weekly basis for review and coordination during biweekly meetings. e. Maintain continuous awareness of the status of
each task as it proceeds and make provisions to
expedite and resolve any difficulties that may
impede progress.

Project Status: will be presented at bi-weekly meetings to ensure alignment of progress and upcoming deliverables. If unforeseen difficulties arise thatimpede progress City Staff will be immediately notified so that adjustments can be made prior to bi-weekly meetings accordingly.
f. Coordinate with City Staff the preparation and
submittal of quarterly project progress reports
and reimbursement request packages to Caltrans
throughout the design phase.

Caltrans Reports: quarterly reports will be supplemented with design progress information and verification of
fees/invoices incurred to date as required to effectively coordinate with City Staff.

Task 1 understanding (per site):

LA River Bike Path - Site 1:
• Concurrent meeting(s) and schedule alignment
• Provide project progress reports and findings
• Review scope and program elements with City Staff
• Provide project progress reports, discuss findings and coordinate Caltrans reports with City Staff
Cudahy River Park - Site 2:
• Concurrent meeting(s) and schedule alignment
• Review of existing, City provided, ‘shovel-ready’
construction documentation with City Staff to confirm
scope, program and elements
• Provide project progress reports, discuss findings and coordinate Caltrans reports with City Staff
Clara Bridge Slopes - Site 3:
• Concurrent meeting(s) and schedule alignment
• Provide project progress reports and findings
• Review scope and program elements with City Staff
• Provide project progress reports, discuss findings and coordinate Caltrans reports with City Staff
Otis Avenue Pocket Park - Site 4:
• Concurrent meeting(s) and schedule alignment
• Provide project progress reports and findings
• Review scope and program elements with City Staff
• Provide project progress reports, discuss findings and coordinate Caltrans reports with City Staff
Deliverables:
• Detailed Project Schedule;
• Existing Conditions/Site Observations Memo;
• Topographic Survey;
• Utility Information Request (to City);
• Meeting Memorandums and Progress Reports.

TASK 2. UTILITY COORDINATION
a. The Consultant shall ensure the final design is
compatible with all utilities within the project
area whether they are protected in place,removed,
installed,relocated, adjusted, or otherwise modified.

This includes contacting each affected agency
should be incorporated into the construction
schedule, if necessary.

Utility Verification: existing utilities will be mapped on a CAD baseplan to be used for design and construction
drawings. All adjustments to, protection of or proposed connections to existing utilities will be annotated accordingly in the final design.
b. Coordinate with the affected utility companies
within the project limits, and any applicable
agencies, as necessary, and notify the utility
company/agency of the project. Maintain a utility

SWA l City of Cudahy Page 16 of 23 I 15
Scope of Work (cont.)
contact matrix documenting contacts, coordination,
etc. with utility companies.

Utility Coordination: the appropriate agencies for existing utilities within the project limits will be notified of the project and communication documented accordingly.
c. Perform all necessary research to establish the
precise location of all utilities. All utilities (including overhead) must be identified and shown on the
plans.

Utility Research: verification of existing utilities (including overhead) and their locations will be mapped on a CAD
baseplan to be used for design and construction drawings. d. The preliminary and finals plans are to be sent to all affected utility companies.

Utility Coordination: the final City reviewed and approved plans will be shared with all utility companies with equipment or easements within the project scope of work.

Deliverables:
• Utility Information Request (to agencies);
• Utility information documentation;
• CAD baseplan of existing utilities for use in design.

Task 2 understanding (per site):

LA River Bike Path - Site 1:
• Utility information procurement and coordination
• Incorporation of Utility information into CAD baseplan Cudahy River Park - Site 2:
• Review of existing, City provided ‘shovel-ready’
construction documentation for inclusion of appropriate utility information for bidding and construction
• If deemed necessary, additional information to be
annotated on provided plans accordingly
Clara Bridge Slopes - Site 3:
• Utility information procurement and coordination
• Incorporation of Utility information into CAD baseplan Otis Avenue Pocket Park - Site 4:
• Utility information procurement and coordination
• Incorporation of Utility information into CAD baseplan TASK 3. PRELIMINARY ENGINEERING
As part of this phase, the SWA design team will brainstorm and collaborate with the City to establish preliminary design concepts. These concepts will be presented to the City Staff at the first bi-weekly meeting and reviewed for approval at a subsequent bi-weekly meeting. Continued coordination
/ communication between bi-weekly meetings may be
necessary to best determine design direction provided by the City’s initial commentary.
a. Environmental. The project is assumed to be a
categorical exemption.

Environmental: City to provide verification of environmental exemption if required for the preliminary design work to proceed.
b. Right-of-Way. All work is assumed to be within
existing public ROW. The design consultant shall
perform research on available right-of-way maps,
assessor parcel maps, and easement information
within the project limits. Based on this information,
existing ROW information shall be shown on
the plans. If any TCEs (Temporary Construction
Easements) are necessary, the consultant shall
show them on the plans. The City will obtain TCE’s
from adjacent property owners.

Right of Way: All ROW information will be determined
and shown on the plans accordingly. If TCEs are deemed
necessary these locations will be indicated to best enable City to obtain accordingly.
c. Review base data documents including as-built
improvement plans, utility information, survey
information, and other available record data.

As Built Review: All available as-built documentation
(provided by the City or otherwise obtainable) will be
reviewed for potential impacts to project scope and program elements.
d. Conduct necessary field surveys to assess existing
conditions of the project area.

Field Surveys: The SWA team (civil engineer, electrical engineer, landscape architect and irrigation specialist) will all perform site walks to determine existing conditions for opportunities, constraints and impacts to program
elements.

16 I Page 17 of 23 City of Cudahy I SWA
Scope of Work (cont.)
e. Develop preliminary design.

Preliminary Design: A schematic level concept design will be produced and reviewed with the City staff for adherence to program design, elements and materials. Comments
by City Staff will be incorporated into the final preliminary design documents.
f. Prepare Preliminary cost estimate (identify special
conditions that might create conflicts or change
orders during construction and identify how to
resolve these issues).

Preliminary Cost Estimate: A cost estimate of the final preliminary design documents will be provided and any site conditions or program elements that may need further
clarification or could result in requiring resolution which may result in a potential change order during construction will be identified.
g. Prepare Technical specifications.

Specifications: Specifications for the project will be
prepared based upon the final preliminary design for City review. Specifications will be in the Standard Specifications for Public Works Construction (Greenbook) format, providing any anticipated supplemental ‘special provisions’ or
amendments to the standard sections as deemed needed by the program elements as coordinated with City Staff.

Deliverables:
• Inclusion of ROW base map, as-built utility and field survey information into CAD base plans;
• Coordination of program elements and preliminary
design elements with City Staff
• Draft Preliminary Plans for City review and comment;
• Coordination meeting with City Staff, review of initial design and memorandum of design direction comments
• Final Preliminary Plans, Technical Specifications and Cost Estimate.

Task 3 understanding (per site):

LA River Bike Path - Site 1:
• Confirmation and coordination of ROW & TCE information • Review of as-built site information
• Development of Preliminary Plans, Specifications and
Cost Estimate
Cudahy River Park - Site 2:
• Review of existing, City provided ‘shovel-ready’
construction documentation for ROW & TCE
information
• Review of existing, City provided ‘shovel-ready’
construction documentation Plans, Specifications
and Estimate
• If deemed necessary, additional information to be
annotated on provided plans and specifications
accordingly
• Provision of updated Cost Estimate
Clara Bridge Slopes - Site 3:
• Confirmation and coordination of ROW & TCE
information
• Review of as-built site information
• Development of Preliminary Plans, Specifications and
Cost Estimate
Otis Avenue Pocket Park - Site 4:
• Confirmation and coordination of ROW & TCE
information
• Review of as-built site information
• Development of Preliminary Plans, Specifications and
Cost Estimate
TASK 4. PLANS, SPECIFICATIONS &

ESTIMATE
a. Plans, Specifications and Estimate (PS&E)
shall be provided at levels of completion of
approximately 30%, 60%, 90% and 100%.

PS&E: Coordination with City Staff and provision of
submittals of Construction Documentation for Plans
Specifications and Estimate at each of the milestone
phases as indicated.
b. The City will provide review comments at the 30%,
60%, and 90% design phases.

City Review: Coordination with City Staff for review and addressing commentary received prior to proceeding to
submitthe subsequent milestone deliverable as indicated. c. It is expected 100% plans will be complete and

Scope of Work (cont.)
include comments and input from all stakeholders
and appropriate City staff.

Completion: Confirming that all comments and input
from both City Staff and associated project stakeholders has been sufficiently addressed prior to submitting 100% documentation.
d. Specifications shall be furnished using the
latest edition of Microsoft Word for Windows.

The Consultant shall prepare the Specifications
per City requirements and utilizing the Standard
Specifications for Public Works Construction
(“Greenbook”).

Specifications: Provision of “Greenbook” format
specifications that will include any amendments to
Sections and Special provisions deemed necessary to
complete the agreed upon work to the level of expectations of City Staff.
e. Estimate shall be prepared in spreadsheet format
using Microsoft Excel.

Estimate: Estimate to be provided in City designated
Microsoft Excel format.
f. The Consultant shall create a comment matrix to
verify all City comments are addressed with each
submittal.

Comment Matrix: Provision and maintenance of a
comment matrix to track all City comments and assure
that they have been addressed.
g. Available to present progress design to City
Council.

City Council Presentation: SWA will present the progress design at designated submittal milestones to City Council within the timeframe ofthe overall project Design schedule as deemed appropriate.
30%, 60%, 90% Construction Documents/Bid Set:

Upon the City’s approval of the Preliminary Plans, SWA
will develop working drawings and technical sections of specifications to construct the work and shall prepare an estimate of probable construction costfor each milestone deliverable as indicated.

Deliverables:
• Develop the complete set of construction drawings
and specifications and cost estimate for one (1),
City selected, ‘final preliminary design’ and submit
to the City at 30%, 60%, 90% and 100% (bid set)
milestones;
• Finalize all design decisions with consensus from
the City of Cudahy;
• Project Team meetings with the City of Cudahy at
milestones to review and confirm project progress.

Written responses and related revisions to all
City comments at 30%, 60%, and 90% milestone
submissions;
• Preparation of Final Plans, Specifications and
Estimate for the following:
>> Landscape Plans documenting:
1) Proposed layout, 2) Materials types and
locations 3) Planting, 4) Other amenities:
furnishings, signage and wayfinding,
5) Landscape Construction Details
>> Civil Engineering Plans documenting:
1) Existing Conditions, 2) Demolition, 3) Grading
and Drainage, 4) Utilities
>> Electrical Engineering Plans documenting:
1) Lighting and Fixtures, 2) Power Plan
>> Irrigation Plans documenting:
1) Irrigation system, 2) Irrigation Details
• Provide an estimate of probable cost for the entire
project budget based on 30%, 60%, 90% and 100%
(Bid Set) Construction Documents.

Task 4 understanding (per site):

LA River Bike Path - Site 1:
• Provide PS&E at each milestone deliverable phase
as indicated
• Review PS&E with City Staff at each milestone as
indicated
• Track and address City Staff comments prior to
proceeding to submit next milestone deliverable
• Present progress of designs to City Council as
indicated
Cudahy River Park - Site 2:

SWA l City of Cudahy Page 18 of 23 I 17

18 I Page 19 of 23 City of Cudahy I SWA
Scope of Work (cont.)
• Incorporate existing, City provided ‘shovel-ready’
Plans and Specifications at each milestone
deliverable phase as indicated
• Provide updated Cost Estimate at each milestone
deliverable phase as indicated
• Review PS&E with City Staff at each milestone as
indicated
• Track and address City Staff comments prior to
proceeding to submit next milestone deliverable
• Present progress of designs to City Council as
indicated
Clara Bridge Slopes - Site 3:
• Provide PS&E at each milestone deliverable phase as
indicated
• Review PS&E with City Staff at each milestone as
indicated
• Track and address City Staff comments prior to
proceeding to submit next milestone deliverable
• Present progress of designs to City Council as
indicated
Otis Avenue Pocket Park - Site 4:
• Provide PS&E at each milestone deliverable phase as
indicated
• Review PS&E with City Staff at each milestone as
indicated
• Track and address City Staff comments prior to
proceeding to submit next milestone deliverable
• Present progress of designs to City Council as
indicated
TASK 5. BIDDING AND CONSTRUCTION

SUPPORT
a. Respond to Requests for Information (RFIs)
during the project advertisement period, and log
questions and responses.

RFI Responses (during Bid): The SWA team will receive
and review all provided Requests for Information in
relation to the team’s scope of work and provide
responses for City review and distribution to bidders
accordingly.
b. Prepare project addenda.

Drawing Addendums: The SWA team will coordinate
with the City Staff for any requested revisions to Bid
set drawings and provide subsequent addendums to the
drawings for City review and distribution.
c. Attend the pre-construction meeting, job walk,
and job-site meetings when requested by the City
over the course of the construction schedule
(assume 5 meetings).

Construction Observation Meetings: SWA team will
attend the pre-construction meeting, job walk and onsite job meetings for up to 5 meetings during the course of construction.
d. Provide responses to the Contractor’s RFIs about
the plans and specifications when requested by
the City.

RFI Responses (during construction): The SWA
team will receive and review all provided Requests for
Information in relation to the team’s scope of work and provide responses for City review and distribution to the contractor accordingly.
e. Provide responses and approvals to the
Contractor’s submittals for materials and shop
drawings when requested by the City.

Submittals: The SWA team will receive and review all
provided submittals in relation to the team’s scope
of work and provide responses for City review and
distribution to the contractor accordingly.

Bidding: SWA shall assist the City of Cudahy in reviewing and evaluating bids and assistance in awarding and
preparing contracts for construction.

Construction Support: SWA will provide field services
to ensure that the project is built to consistently high standards. SWA can make periodic visits to the site
to familiarize itself generally with the progress and
quality of construction and to determine in general if
the construction is proceeding in accordance with SWA’s design intent and construction documents.
• Project construction kick-off meeting;
• Provide clarifications, addendum, and bulletins as

SWA l City of Cudahy Page 20 of 23 I 19
Scope of Work (cont.)
needed;
• Review shop drawings and submittals;
• Respond to Requests for Information;
• Attend on-site construction meetings and provide
construction observation;
• Visit nurseries with contractor’s representative to
select and tag trees;
• Provide pre-maintenance punch list, maintenance
check, and final walkthrough;
Deliverables:
• Pre-Bid Meeting with Client and Potential Contractors • Written evaluations of bid proposals.
• Prepare one (1) bid addendum
• Respond to RFI’s and Submittals
• Attend up to (5) Construction Meetings
Task 5 understanding (per site):

LA River Bike Path - Site 1:
• Review and evaluate Bid proposals
• Prepare Bid addendum (if needed)
• Respond to RFI’s and Submittals
• Attend Construction Support Meetings (5)
Cudahy River Park - Site 2:
• Review and evaluate Bid proposals
• Prepare Bid addendum (if needed)
• Respond to RFI’s and Submittals
• Attend Construction Support Meetings (5)
Clara Bridge Slopes - Site 3:
• Review and evaluate Bid proposals
• Prepare Bid addendum (if needed)
• Respond to RFI’s and Submittals
• Attend Construction Support Meetings (5)
Otis Avenue Pocket Park - Site 4:
• Review and evaluate Bid proposals
• Prepare Bid addendum (if needed)
• Respond to RFI’s and Submittals
• Attend Construction Support Meetings (5)
TASK 6. PREPARE RECORD DRAWINGS
(AS-BUILTS)
a. Prepare as-built drawings based on field redlined as-built information provided by the City’s Construction Contractor.

Record Drawings: The SWA team will receive and
review the contractor’s as-built, red-lined drawings
and incorporate the revisions into a Record Drawings
set for City records accordingly.

Deliverables:
• Record Drawings
Task 6 understanding (per site):

LA River Bike Path - Site 1:
• Prepare Record Drawings
Cudahy River Park - Site 2:
• Annotate existing, City provided ‘shovel-ready’
Plans per contractor’s provided as-built drawings
for Record Drawings purposes
Clara Bridge Slopes - Site 3:
• Prepare Record Drawings
Otis Avenue Pocket Park - Site 4:
• Prepare Record Drawings
Additional Construction Support Services: The
SWA team will provide additional construction support
services as a hourly fee per provided separate fee
schedule. Fee is anticipated to be at the rate of the
project manager. Such services are to be negotiated
with the City (under separate contract) as indicated.

EXHIBIT “B”

COMPENSATION RATE

RFP to Provide Design Phase Engineering Services for the Preparation of PS&E (Plan, Specifications and Estimates) for Cudahy Los Angeles River Area Improvement Project
Funded by Clean California Local Grant Project (CCLGP) Funds in Cudahy, California Project Tasks Subtasks
SWA
Proj. Mgr.

SWA
Principal
SWA
Associtae
SWA
Designer
Total
Hours Fee
Total
Fee
$ 185.00 $ 310.00 $ 150.00 $ 120.00
Task 1. Project Management
Site 1 - LA River Bike Path 8 0 0 0 8 $ 1,480
Site 2 - Cudahy River Park 4 0 0 0 4 $ 740
Site 3 - Clara Bridge Slopes 8 0 0 0 8 $ 1,480
Site 4 - Otis Ave. Pocket Park 8 0 0 0 8 $ 1,480
Subtotal 1.a - SWA Fees $ 5,180 $ 5,180
CWE (Survey & Civil) $ 7,104
P2S (Electrical & Lighting) $ 5,115
Cumming (Cost Estimate) $ -
Reimbursable Expenses $ 300
Subtotal 1.b - Consultant Fees $ 12,519 $ 12,519
Subtotal task 1 $ 17,699
Task 2. Utility Coordination
Site 1 - LA River Bike Path 8 1 1 1 11 $ 2,060
Site 2 - Cudahy River Park 4 0 0 0 4 $ 740
Site 3 - Clara Bridge Slopes 8 1 1 1 11 $ 2,060
Site 4 - Otis Ave. Pocket Park 8 1 1 1 11 $ 2,060
Subtotal 2.a - SWA Fees $ 6,920 $ 6,920
CWE (Survey & Civil) $ 14,208
P2S (Electrical & Lighting) $ 6,576
Cumming (Cost Estimate) $ -
Reimbursable Expenses $ 300
Subtotal 2.b - Consultant Fees $ 21,084 $ 21,084
Subtotal task 2 $ 28,004
Task 3. Preliminary Engineering
Site 1 - LA River Bike Path 24 4 64 64 156 $ 22,960
Site 2 - Cudahy River Park 12 2 4 0 18 $ 3,440
Site 3 - Clara Bridge Slopes 8 2 16 12 38 $ 5,940
Site 4 - Otis Ave. Pocket Park 24 4 24 64 116 $ 16,960
Subtotal 3.a - SWA Fees $ 49,300 $ 49,300
CWE (Survey & Civil) $ 45,193
P2S (Electrical & Lighting) $ 26,534
Cumming (Cost Estimate) $ 4,950
Reimbursable Expenses $ 300
Subtotal 3.b - Consultant Fees $ 76,977 $ 76,977
Subtotal task 3 $ 126,277
Task 4. Plans, Specifications & Estimate
Site 1 - LA River Bike Path 62 5 176 176 419 $ 60,540
Site 2 - Cudahy River Park 28 5 12 0 45 $ 8,530
Site 3 - Clara Bridge Slopes 22 5 38 36 101 $ 15,640
Site 4 - Otis Ave. Pocket Park 62 5 88 176 331 $ 47,340 Subtotal 4.a - SWA Fees $ 132,050 $ 132,050
CWE (Survey & Civil) $ 54,174
P2S (Electrical & Lighting) $ 61,138
Cumming (Cost Estimate) $ 31,885
Reimbursable Expenses $ 600
Subtotal 4.b - Consultant Fees $ 147,797 $ 147,797
Subtotal task 4 $ 279,847

RFP to Provide Design Phase Engineering Services for the Preparation of PS&E (Plan, Specifications and Estimates) for Cudahy Los Angeles River Area Improvement Project
Funded by Clean California Local Grant Project (CCLGP) Funds in Cudahy, California Project Tasks Subtasks
SWA
Proj. Mgr.

SWA
Principal
SWA
Associtae
SWA
Designer
Total
Hours Fee
Total
Fee
$ 185.00 $ 310.00 $ 150.00 $ 120.00
Task 5. Bidding & Construction Support
Site 1 - LA River Bike Path 16 0 12 0 28 $ 4,760
Site 2 - Cudahy River Park 8 0 0 0 8 $ 1,480
Site 3 - Clara Bridge Slopes 16 0 12 0 28 $ 4,760
Site 4 - Otis Ave. Pocket Park 16 0 12 0 28 $ 4,760
Subtotal 5.a - SWA Fees Subtotal 5.a - SWA Fees $ 15,760 $ 15,760 CWE (Survey & Civil) $ 19,686
P2S (Electrical & Lighting) $ 27,132
Cumming (Cost Estimate) $ -
Reimbursable Expenses $ 1,500
Subtotal 5.b - Consultant Fees Subtotal 5.b - Consultant Fees $ 48,318 $ 48,318 Subtotal task 5 $ 64,078
Task 6. Prepare Record Drawings
Site 1 - LA River Bike Path 2 0 2 0 4 $ 670
Site 2 - Cudahy River Park 2 0 4 0 6 $ 970
Site 3 - Clara Bridge Slopes 2 0 2 0 4 $ 670
Site 4 - Otis Ave. Pocket Park 2 0 2 0 4 $ 670
Subtotal 6.a - SWA Fees $ 2,980 $ 2,980
CWE (Survey & Civil) $ 8,054
P2S (Electrical & Lighting) $ 9,631
Cumming (Cost Estimate) $ -
Reimbursable Expenses $ -
Subtotal 6.b - Consultant Fees $ 17,685 $ 17,685
Subtotal task 6 $ 20,665
Total Fees $ 536,570

EXHIBIT B
Scope of Work

811 W 7th St
8th Floor
Los Angeles, California
90017
+1.213.236.9090
www.swagroup.com
Gerdo P Aquino
Ying-Yu Hung
Ning Deng
February 26, 2024
Aaron Hernandez-Torres
City of Cudahy
Public Works Department
Via email: Aaron Hernandez-Torres [email protected] Attention: Aaron Hernandez-Torres
Subject: Cudahy LA River Area Improvement Project, (the “Project”) SWA Job #CUDT301.C
Dear Aaron:

We are pleased to submit the following Add Service Request for Professional Services in connection with the project referenced above.

This Agreement is by and between SWA Group ("SWA"), a California corporation, and the City of Cudahy ("Client"), Cudahy, California.

I. PROJECT DESCRIPTION
SWA has been requested to engage Geocon West Inc. for geotechnical services pertaining to Site 3 (Clara Bridge Slopes) and Site 4 (Otis Ave. Pocket Park).

II. SCOPE OF SERVICES
The scope of services shall include:

A. Clara Bridge Slopes (Site 3):

1. Field Investigation

2. Agronomic Testing

3. Laboratory Testing

4. Report Preparation
B. Otis Ave. Pocket Park (Site 4):

1. Field Investigation

2. Laboratory Testing

3. Report Preparation
III. DESIGN APPROVAL
Aaron Hernandez-Torres has been designated as the person responsible for design direction to SWA for this project and has the authority for design approval. In the event that the design, as approved by Aaron Hernandez-Torres is rejected by others, and re-design is required, such redesign services shall be compensated as Additional Services.

City of Cudahy
February 26, 2024
Cudahy LA River Area Improvement Project

IV. FEES AND TERMS
We estimate the following fee breakdown:

Phase Fee
Geocon – Geotechnical Services $23,180
SWA $1,500
Fee Total $24,680
Geocon proposes to provide the services described in ‘Exhibit A’ on a lump sum fee basis. These services will be billed to you under our job number CUDT301.C on a fixed-fee basis under the terms and conditions of our contract with you dated May 2, 2023 (SWA Job #CUDT301).

The fee for these services shall be provided for the fixed sum of $24,680. We request your written approval of this authorization for Additional Services by signing and returning one copy of this letter for our files.

If this is not your understanding, or if you have questions regarding the above, please contact me immediately.

Sincerely yours,

SWA GROUP
Sincerely yours,

SWA GROUP
_______________________________
Gerdo Aquino, Co-CEO/ Principal
Contracting Agent
Landscape Architect, CA License #4996
Landscape architects are licensed by the State of California.

City of Cudahy
February 26, 2024
Cudahy LA River Area Improvement Project

Accepted: City of Cudahy
By:

Title:

Date:
________________________________________________
________________________________________________
________________________________________________
GA/aa
Proposal copyright ©2024 by SWA Group. No portion of this proposal may be copied or distributed to without the written permission of SWA Group.

City Manager
March 3, 2024

Proposal No. 2023-436
Revised February 26, 2024

VIA E-MAIL
SWA
811 W 7th Street
Los Angeles, California 90017
Attention: Ms. Alejandra Aguilar
Subject: LIMITED GEOTECHNICAL INVESTIGATION FOR TWO SITES CUDAHY LA RIVER AREA IMPROVEMENT PROJECT ( PROJ. NO. ABP-001)

CLARA BRIDGE SLOPES AND CUDAHY GATEWAY LANDMARK
SITE 1: CLARA STREET BETWEEN RIVER ROAD
SITE 2: ELIZABETH STREET AND OTIS STREET

CUDAHY, CALIFORNIA

Dear Ms. Aguilar:

In accordance with your request, we are pleased to submit our proposal to perform limited geotechnical investigations in support of the Cudahy Los Angeles River Area Improvement Project located at the subject sites in the City of Cudahy, California.

DISCUSSION
To aid in preparing this proposal, we have conducted a satellite reconnaissance, have reviewed existing published geologic information, and reviewed preliminary project plans created the two sites.

It is our understanding that improvements are being proposed for two sites within the city of Cudahy.

The location of the project and the description of proposed improvements are provided below.

Site 1: Clara Bridge Slopes
Location: Along the north and south side slopes of Clara Street west of Los Angeles River and adjacent to River Road.

Project Description: Remove existing asphalt cover on the slopes and construct terrace retaining walls.

Site 2: Cudahy Gateway Landmark
Location: Cudahy Lugo Park bounded by Elizabeth Street to the North, Otis Avenue to the East, and Salt Lake Avenue to the southwest.

Project Description: Construct concrete letter signage along the southwest portion of the park.

Exhibit 'A'

Geocon Proposal No. LP-2023-436 - 2 - Revised February 26, 2024 Based on our review of in-house geologic literature and maps, it is anticipated that the subject sites are underlain by younger alluvial soil deposits. A review of the Seismic Hazard Maps of the State of California, South Gate Quadrangle, indicates that the sites are located in an area designated as “Liquefiable”. The sites are not located within an Alquist Priolo earthquake fault zone for surface fault rupture, and the sites are not directly underlain by any known faults or fault-related features.

The historic high groundwater table is reported to be approximately between 8-10 feet below the existing ground surface. It is our understanding that based on the proposed non-habitable improvements, liquefaction analysis will not be required.

SCOPE OF WORK
Based on the above discussion and our understanding of the project, we recommend that the scope of the limited geotechnical investigation consist of the following:
 Review published geologic maps, and other literature pertaining to the site to aid in evaluating geologic hazards that may be present.
 Coordinate site access for field explorations. Perform a site reconnaissance and pre-mark proposed boring locations.
 Contact Underground Service Alert to delineate public utilities and easements within the site prior to performing drilling operations.
 (Recommended) Retain the services of a private utility locator to evaluate the proposed boring locations for the presence of buried utilities or tanks. This task will be performed in addition to contacting Underground Service Alert to delineate utilities within the site prior to performing drilling operations.

Site 1: Clara Bridge Slopes
 Core the existing paving, as necessary, and excavate six (6) small diameter borings utilizing manual augers and digging equipment. The borings will be advanced to depths between approximately 10 and 20 feet below the ground surface, or refusal. Preliminary boring locations are presented on the Site Plan below; boring locations will be confirmed during a site visit prior to conducting the field work.

Geocon Proposal No. LP-2023-436 - 3 - Revised February 26, 2024 o This proposal assumes that work can be performed during Monday through Friday, 7am to 4pm. Two full days will be required complete the field work for this site. o Fees and time associated with required permits, if any, are not included in this proposed fee. Permit fees will be added to our invoice as a reimbursable expense.

Site 2: Cudahy Gateway Landmark
 Excavate 3 small diameter test borings using manual augers and digging equipment.

The borings will be advanced to depths between 5 and 15 below the ground surface, or refusal.

Preliminary boring locations are presented on the Site Plan below; boring locations will be confirmed during a site visit prior to conducting the field work.  Perform sampling, examine the prevailing soil conditions, determine depth of groundwater, and gather the information necessary for design of the proposed project.  Backfill and compact the borings. Patch the surface with AC-cold-patch or quick-set concrete, if necessary. It is assumed that all spoils will be backfilled into the boreholes; any excess soils will remain onsite or spread in planter areas. If encountered, soils suspected to be contaminated will be segregated and placed in 55-gallon drums for analytical testing and disposal. If this is required, the additional work will be performed on a time and materials basis in accordance with our schedule of fees.
 Perform soil sampling during excavation, examine the prevailing soil conditions, determine depth of shallow groundwater, if any, and gather the information necessary for design of improvements.
 Perform laboratory tests on selected soil samples to evaluate in-situ density, shear strength, compaction, consolidation, and expansion characteristics of the prevailing soil conditions. Testing for Water-Soluble Sulfate, Chloride, PH, and Resistivity of the soils for concrete and utility pipe corrosivity design

Geocon Proposal No. LP-2023-436 - 4 - Revised February 26, 2024  Retain the services of an agricultural consultant to perform agronomic testing in proposed planter areas located in Site 1.
 Perform slope stability analyses for Site 1 to evaluate static conditions of the existing and proposed slope configurations to verify that the slope configuration has an adequate factor of safety that would not preclude construction of the proposed improvements.  Prepare two separate reports presenting our findings, conclusions, and recommendations regarding the geotechnical aspects of proposed design and construction.

The report will be suitable for submittal to the Building Official and your design professionals and will contain conclusions and recommendations regarding the following:
o Description of subsurface soil conditions and controlling engineering properties of the encountered materials, boring logs, a plan indicating boring locations and their elevations relative to the nearest bench mark, and summary of ground water levels, if any.
o Discussion of various foundation types that may be considered for the planned repair/improvement. Foundation design parameters, allowable vertical and lateral capacities, and expected short term, long term and differential settlements. Allowable passive pressures and coefficient of friction will be provided. o Site grading recommendations, suitability of the site soils for use as compacted fill and criteria for backfill soils, including imported fill materials and recommendations to mitigate the effects of expansive soils, if any.
o Recommendations regarding design and construction of pavements, recommended procedures for subgrade preparation and criteria for subgrade testing during construction. Recommendations for slab moisture barriers, if needed. o Recommendations regarding temporary and permanent excavations, including permissible slope angles, treatments necessary to provide stable slopes and design criteria for bracing or shoring of vertical excavations. Excavations adjacent to existing improvements will be addressed.
o Seismic design criteria in conformance with the current California Building Code.

Geocon Proposal No. LP-2023-436 - 5 - Revised February 26, 2024

COST OF SERVICES
It is anticipated that the limited geotechnical report can be furnished approximately four weeks after completion of exploration; however, pertinent information can be furnished sooner. We propose to perform the scope of work for a lump sum fee indicated in the breakdown below.

FEE BREAKDOWN
Site 1: Clara Street Slopes Fee
Field Investigation
Drilling Subcontractor $4,510
Geocon Staff $3,300
Agronomic Testing $700
Laboratory Testing $2,825
Report Preparation $4,260
TOTAL ESTIMATED FEE   $15,595
Site 2: Cudahy Gateway Landmark Fee
Field Investigation
Drilling Subcontractor $1,890
Geocon Staff $1,700
Laboratory Testing $1,825
Report Preparation $2,170
TOTAL ESTIMATED FEE   $7,585
Project Lump Sum Total = $23,180
Private Utility Locating (Recommended) $2,000
Geocon strongly recommends the use of private utility location, as it can reduce the risk of damaging existing utilities during exploration. This service can be performed for a lump sum fee of $2,000.

The client is responsible for accurately delineating the locations of all subterranean structures and utilities as well as the location of sensitive natural habitats and/or archaeological sites. At a minimum we will contact Underground Service Alert (USA) to delineate public utilities within the site prior to performing drilling operations; however, we will not be responsible for damage to any such lines, structures, vegetation, or archaeological sites that are not accurately marked by USA or shown accurately on the plans provided to us. Geocon will take reasonable precautions to avoid known subterranean structures, and Client waives any claim against Geocon, and agrees to defend, indemnify, and hold Geocon harmless from any claim or liability for injury or loss, including costs of defense, arising from damage done to subterranean structures and utilities not identified or accurately located.

Geocon Proposal No. LP-2023-436 - 6 - Revised February 26, 2024 All services would be provided in accordance with the enclosed Schedule of Fees. No retainer is required; however, the fee will be due 30 days after report delivery. Invoices would be submitted at four-week intervals and would be itemized to reflect only the actual time and costs incurred.

If unanticipated field conditions are encountered that require a significant modification to the recommended scope of work and/or that require an increase to the estimated fee; we would not proceed with the modified scope or increased amount without obtaining your written authorization.

The proposed scope of services does not include the evaluation or identification of the potential presence of hazardous or corrosive materials (chemicals) on the site.

We prepared this proposal with the understanding that this is a prevailing wage project; however, Skilled and Trained Workforce Requirements are not applicable. If Client should conclude the foregoing understanding is incorrect, please so advise us in writing immediately. If failure to so advise us results in the imposition of fines, penalties, claims or damages against us, Client will reimburse us for all costs and expenses.

In preparing this proposal, we have made every effort to anticipate subsurface conditions and to coordinate with regulatory agency personnel regarding the scope of our investigation. However, regulatory agencies occasionally request additional exploration or clarification to assure that investigations are complete and fully understood by all concerned parties. Responses to letters from the regulatory agencies requiring clarification of our report will be performed at our normal hourly rates.

Any additional exploration, addendum letters, or plan review services required following the completion of our report will be billed at our normal hourly rates.

Plan review, consultation, and site observations and testing during construction are not included in the cost of the investigation. These services, when required, will be billed at our normal hourly rates, in accordance with the attached Schedule of Fees/Term and Conditions, which is incorporated into and made part of this proposal.

LIMITATIONS
Please carefully review the contents of this proposal and the enclosed Terms and Conditions for Performance of Services (Terms), which is incorporated into and made a part of this proposal. If they meet with your approval, execute the Terms and return a copy via email to our office. We will then endorse the documents and return an executed copy to you. We will commence with the scope of services outlined herein upon receipt of your written authorization; however, services provided by Geocon will be pursuant to the Terms and Schedule of Fees until or unless a mutually agreed upon, negotiated contract is finalized. Please note that it is necessary to indicate your project representative agent on the first sheet of the Terms and the address where all Client notices and communications should be sent. If you do not have an in-house representative agent, please indicate a designated agent.

Geocon Proposal No. LP-2023-436 - 7 - Revised February 26, 2024 The California Legislature enacted Business & Professions Code §6749, effective January 1, 2001, which requires that all contracts with private entities be set forth in writing, contain certain terms, including a description of the services to be provided, the basis of compensation, the name, address and certificate number of the professional engineer and be signed by the parties before commencement of any work by the engineer. Therefore, the enclosed Terms or the waiver of Business & Professions Code §6749 letter must be signed by Client prior to Geocon’s commencement of any work, whatsoever, on the project. For your convenience, a copy of the Business & Professions Code §6749 waiver letter with the actual code text printed on the back is attached to this proposal.

It is mutually agreed between Client and Geocon that all services afforded and work performed by Geocon are provided pursuant to Civil Code Section 2782 and such agreement is expressly integrated into and made a part of any and all contracts or agreements entered into between the parties.

Please be advised that if Geocon is required to provide an immediate defense to Client pursuant to a claim alleging the negligence of Geocon, Client will be billed on a time and materials basis for such defense in accordance with Geocon’s Schedule of Fees, and if there is a final determination by a court of competent jurisdiction that a portion of the damages awarded in connection with a claim were caused by or attributable to Geocon, then Geocon shall be obligated to reimburse Client for that portion of the defense costs reasonably incurred by Client which is attributable to the portion of the damages caused by or attributable to Geocon. Notwithstanding the foregoing, under no circumstances shall Geocon be liable for providing an immediate defense to Client for any claim not alleging the negligence or other liability of Geocon.

Should you have any questions regarding this proposal, or if we may be of further service, please contact the undersigned at your convenience.

Very truly yours,
GEOCON WEST, INC.

Rex Panoy
Senior Staff Engineer
Harry Derkalousdian, PE
Senior Project Engineer
Enclosures: TCPS; 2023 Schedule of Fees; BPC §6749 Waiver Letter (EMAIL) Addressee

Client’s Initials Page 1 of 9 Geocon’s Initials
GEOCON WEST, INC.
500 North Victory Blvd., Burbank, CA 91502
Tel. 818.841.8388 Fax 818.841.1704

TERMS AND CONDITIONS
FOR

PERFORMANCE OF SERVICES
THE AGREEMENT Geocon Project No.:

Agreement Date:

This Agreement is made by and between Geocon West, Inc., hereinafter referred to as “Geocon,” and, __________________________________________________, a ____________________ corporation/LLC/LP (circle one), Hereinafter referred to s “Client.” The term “Client” includes ________________________________________, who is the Client’s project representative agent and/or, ___________________________________, who is the Client’s designated agent for all notices and communications between Geocon and Client. All notices and communications from Geocon to Client are to be addressed to:

Send Invoices to: Send Deliverables and Notices to:

Email: _____________________________________ Email: ___________________________________ Phone: _____________________________________ Phone: ___________________________________ Address: ___________________________________ Address: ___________________________________ ___________________________________ ___________________________________ ___________________________________ ___________________________________ Attention: ___________________________________ Attention: ___________________________________

PROJECT DETAILS
Project Labor Agreement:

This project is not subject to a Project Labor Agreement/Union Requirements.

This project is subject to a Project Labor Agreement/Union Requirements.

The Agreement between the parties consists of these Terms, the attached Proposal (LP-2023-436) for Geotechnical Investigation [for] Clara Street between River Road and Elizabeth Street and Otis Street, Cudahy, CA, dated 02/26/2024, and any exhibits or attachments noted in the Proposal.

A) Site 1 – Clara Street Slopes:

B) Site 2 – Cudahy Gateway Landmark:

C) Private Utility Location (recommended):

For a lump sum fee of $15,545. Retainer fee of $N/A.

For a lump sum fee of $7,585. Retainer fee of $N/A.

For an additional fee of $2,000. Initial if desired __________ D) As-Needed Consultation, Inspection and Testing Services: Hourly (In Accordance with 2023 Schedule of Fees)

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Prevailing Wage (CA Labor Code sections 1771, 1775, 1776, 1777.5, 1813, and 1815):

This is not a Prevailing Wage project.

This is a Prevailing Wage project. DIR Number: _______________ • If no DIR Number has been assigned yet, please provide the following information:
o Name of the Awarding Body: _____________________________________________ o Name of the Project (as provided by the Awarding Body): ______________________________ o Project Budget: ______________________________
o Estimated Overall Project Start Date: ______________________________ o Estimated Overall Project End Date: ______________________________ Local Hire Requirements:

This project is not subject to Local Hire Requirements.

This project is subject to Local Hire Requirements.

Apprenticeship Requirements:

This project is not subject to Apprenticeship Requirements.

This project is subject to Apprenticeship Requirements.

Skilled and Trained Workforce Requirements (CA Public Contract Code sections 2600 et seq.):

This project is not subject to Skilled and Trained Workforce Requirements.

This project is subject to Skilled and Trained Workforce Requirements.

Other Requirements:

The accuracy and completeness of the information provided herein is crucial for ensuring proper compliance with relevant regulations and requirements. Geocon relies on the information supplied by Client, and any decisions or actions taken based on this information are made in good faith. It is essential for Client to ensure the accuracy of the details provided.

SUMMARY OF DOCUMENTS
Client and Geocon agree to perform this Agreement in accordance with the following exhibits which are incorporated herein by reference and made a part of this Agreement:

Exhibit 1: Geocon’s Proposal
Exhibit 2: Geocon’s Schedule of Fees/Terms and Conditions Exhibit 3: Business & Professional Code §6749 Waiver Letter Together, these elements will constitute the entire Agreement superseding any and all prior negotiations, correspondence, or agreements either written or oral. Any changes to this Agreement must be mutually agreed to in writing.

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ARTICLE 1 – AGREEMENT
The services provided by Geocon shall be performed in
accordance with the Standard of Care (defined below).

Geocon’s services are defined by and limited to those
services described in the attached Proposal and Schedule of Fees, which are incorporated by this reference and these Terms and Conditions. Together, the Proposal, Schedule of Fees, and Terms and Conditions form the entire Agreement and supersede all prior negotiations, representations, or agreements, either written or oral. This Agreement can
only be amended by a written instrument signed by both
Client and Geocon. Failure to immediately enforce any
provision in this Agreement shall not constitute a waiver of the right to enforce that provision or any other provision.

ARTICLE 2 – SCOPE OF SERVICES
Geocon’s services under this Agreement include only those services specified in the Proposal attached hereto as Exhibit

1. Client expressly releases any claim against Geocon
relating to any additional services that Geocon
recommended, but that Client either did not authorize or instructed Geocon not to perform.

Unless specifically stated otherwise, the Proposal attached hereto does not include surveying the project site (“the Site”) or precisely identifying sampling, inspection or test
locations, depths and elevations. Where applicable,
sampling, inspection, test locations, depths and elevations will be based on field estimates and information furnished by Client and its representatives. Unless stated otherwise in the report, such locations, depths and elevations are
approximate. Geocon will take reasonable precautions to limit damage to the Site due to the performance of services, but Client understands that some damage may necessarily occur in the normal course of services, and this Agreement does not include repair of such damage unless specifically stated in the Proposal.

Where applicable, observations and standardized sampling, inspection and testing procedures employed by Geocon will indicate conditions of materials and construction activities only at the precise location and time where and when
services were performed.

Client recognizes that actual conditions at the Site, or where applicable, conditions of materials and construction activities at other locations, may vary from those measured or observed by Geocon when performing the services, and that conditions at one location and time do not necessarily indicate the conditions of apparently identical material(s) at other locations and times. Services of Geocon, even if
performed on a continuous basis, should not be interpreted to mean that Geocon is observing, verifying, testing or inspecting all materials on the Site. Geocon is responsible only for those data, interpretations, and recommendations based solely on information available to Geocon and will only be accurate as of the date of observation.

Furthermore, where applicable, Geocon is only responsible for those data, interpretations, and recommendations
regarding actual materials and construction activities
observed, sampled, inspected or tested. Geocon will not be responsible for other parties’ interpretations or use of any information developed by Geocon. However, Geocon may
make certain inferences based upon the information derived from these procedures to formulate professional opinions regarding conditions in other areas.

ARTICLE 3 – STANDARD OF CARE
Services performed by Geocon under this Agreement are
expected by Client to be conducted in a manner consistent with the level of care and skill ordinarily exercised by members of the profession practicing contemporaneously
under similar conditions in the locality of the project (“Standard of Care”). Under no circumstance is any
warranty, expressed or implied, made in connection with the providing of services.

ARTICLE 4 – SITE ACCESS AND SITE

CONDITIONS
Client will grant or obtain free access to the Site for all equipment and personnel necessary for Geocon to perform the work set forth in this Agreement. Client will notify any and all possessors of the Site that Client has granted Geocon free access to the Site.

Client is responsible for accurately delineating the locations of all subterranean structures and utilities. Geocon will take reasonable precautions, in accordance with the Standard of Care, to avoid known subterranean structures, and Client waives any claim against Geocon, to the extent not caused by the negligence or willful misconduct of Geocon, and
agrees to defend, indemnify, and hold Geocon harmless from any claim or liability for injury or loss, including costs of defense, arising from damage done to subterranean structures and utilities not identified or accurately located. In addition, Client agrees to compensate Geocon for any time spent or expenses incurred by Geocon in defense of any such claim, with compensation to be based upon Geocon’s prevailing fee schedule and expense reimbursement policy.

Client hereby warrants that if Client knows or has any reason to assume or suspect that hazardous materials may exist at the Site, Client shall furnish or cause to be furnished to Geocon all documents and information known to Client that relate to the identity, location, quantity, nature or
characteristics of the hazardous condition, material, or waste at, on, or under the Site. If, during site visits, certain conditions are observed that may jeopardize Geocon’s (or others) health and safety, such conditions will be brought to the attention of the Client. Geocon will not direct, supervise

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or control the work of non-Geocon contractors or their
subcontractors. Geocon’s services will not include a
review or evaluation of such contractor’s (or
subcontractor’s) safety measures, and Geocon shall have no responsibility for such work and/or safety at the jobsite regardless of whether Geocon provided safety training
services to those parties. Geocon shall be responsible only for its own activities and that of its employees and
subcontractors on any site, except where Geocon is
specifically retained to perform health and safety review services in which case Geocon’s responsibilities are limited to the express scope of those services.

In addition, Client will furnish or cause to be furnished such other reports, data, studies, plans, specifications, documents and other information on surface and subsurface site conditions required by Geocon for proper performance of its services. Geocon shall be entitled to rely upon
Client-provided documents and information in performing the services required under this Agreement; however,
Geocon assumes no responsibility or liability for their accuracy or completeness. Client-provided documents will remain the property of the Client.

ARTICLE 5 – MONITORING
If Geocon is retained by Client to provide a site
representative for the purpose of monitoring specific portions of the construction work or other field activities as set forth in the Proposal, then this provision applies. For the specified assignment, Geocon will report observations and
professional opinions to Client or Client’s agent. No action of Geocon or Geocon’s site representative can be construed as altering any Agreement between Client and others.

Geocon will report to Client or Client’s agent any observed work within Geocon’s scope of services which, in Geocon’s professional opinion, does not conform with plans and
specifications. Geocon has no right to reject or stop work of any agent or subcontractor of the Client. Such rights are reserved solely for Client. Furthermore, Geocon’s presence on the Site does not in any way guarantee the completion or quality of the performance of the work of any party retained by Client to provide field or construction-related services.

If Geocon is not retained by Client for the purpose of
monitoring construction work or field activities, Geocon will not be held liable or responsible for such activities or for the performance of the completed project. Monitoring of
construction work or field activities and the performance of the completed project is and will remain the sole and express responsibility of Client or other party designated by Client.

Client hereby agrees to indemnify and hold harmless Geocon from and against any loss or judgment, suffered by Geocon as a result of a claim or lawsuit resulting from Client’s failure to monitor construction work or field activities for which Geocon has not been retained.

Geocon will not be responsible for and will not have control or charge of specific means, methods, techniques, sequences or procedures of construction or other field activities selected by any agent or agreement of Client. It is mutually
understood and agreed by Client and Geocon that Geocon
has no control or enforcement ability over any persons or parties who are not employees of Geocon. Geocon does not purport to be, nor is Geocon responsible for any safety precautions or programs incident thereto for such nonemployees of Geocon.

ARTICLE 6 – DISCOVERY OF HAZARDOUS

CONDITIONS
Client represents that Client has made a reasonable effort to evaluate if hazardous materials are on or near the Site, and that Client has informed Geocon of Client’s findings relative to the possible presence of such materials.

Hazardous materials may exist at a site where there is no reason to believe they could or should be present. Geocon and Client agree that the discovery of unanticipated
hazardous materials constitutes a changed condition
mandating a renegotiation of the scope of work or
termination of services. Geocon and Client also agree that the discovery of unanticipated hazardous materials may
make it necessary for Geocon to take immediate measures to protect health and safety. Client agrees to compensate
Geocon for any equipment decontamination or other costs incident to the discovery of unanticipated hazardous
materials.

Geocon agrees to notify Client when unanticipated
hazardous materials or suspected hazardous materials are encountered. The Client, if not the owner of the Site,
warrants that he has notified the owner of the implications of our services, that the presence or suspected presence of hazardous conditions on the Site may require reporting
under federal, state and/or local regulations and, if required, it will be the owners’ responsibility to report this
information to the regulatory agencies. Geocon will not assume the responsibility for reporting the presence and release of hazardous materials/wastes/conditions on the Site to regulatory agencies.

Additionally, the Client, if not the owner of the Site, recognizes that the discovery of hazardous conditions or suspected hazardous conditions may result in a significant reduction in value of the Site and has notified the owner(s) of the Site of the potential ramifications of this assessment.

The Client also recognizes that this discovery of hazardous conditions or suspected hazardous conditions may spur the Site owner(s), if not the Client or potentially impacted neighboring site owners, to institute action against Geocon, and Client waives any claim against Geocon to the extent not caused by the negligence or willful misconduct of Geocon, and, to the maximum extent permitted by law, agrees to

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defend, indemnify, and save Geocon harmless from any such claim, liability, and/or defense costs for injury or loss arising from Geocon’s discovery of unanticipated hazardous
materials or suspected hazardous materials, including, but not limited to, any costs created by delay of the project and any cost associated with possible reduction in the property’s value.

ARTICLE 7 – DISPOSAL OF MATERIAL
It is understood and agreed that, unless specifically
negotiated in writing, Geocon is not, and has no
responsibility as, a handler, generator, operator, treater or storer, transporter or disposer of hazardous or toxic
substances found or identified at the Site, and that Client shall undertake or arrange for, either directly or indirectly through subcontractors, the handling, removal, treatment, storage, transportation and disposal of hazardous
substances or constituents found or identified at the Site.

Where applicable, Geocon will dispose of remaining soil and rock samples sixty (60) days after submission of the report covering those samples. Further storage or transfer of
samples can be made at Client’s expense upon Client’s prior written request.

ARTICLE 8 – GENERAL CONTRACTOR’S

PERFORMANCE
Geocon is not responsible for the general contractor’s
(“Contractor”) means, methods, techniques or sequences
during the performance of its work. Geocon will not
supervise or direct Contractor’s work, nor be liable for any failure of Contractor to complete its work in accordance with the project’s plans, specifications and applicable codes, laws and regulations. Client understands and agrees that Contractor, not Geocon, has sole responsibility for the safety of persons and property at the Site.

ARTICLE 9 – CONDITIONS OF

ASSESSMENT SERVICES
Where applicable, the Client should recognize that any
assessment services performed in support of this
Agreement shall not be considered and/or construed as a comprehensive site characterization. The findings and
conclusions in such reports will be predicated on the
information obtained through conducting the services
outlined in the written scope of services.

It should also be recognized that the services performed should not be interpreted as a statistical evaluation of the Site, but are rather intended to provide a preliminary
indication of impacts to the Site from the possible usage, generation, or release of hazardous contaminants. Also, if no significant indicators of the presence of hazardous
contaminants are encountered during our services, this does not preclude the presence of hazardous contaminants on the Site. A statistical evaluation of the Site would include a comprehensive sampling effort and laboratory analysis
program to provide a basis for estimating the potential for the presence of hazardous contaminants with a numerical confidence value.

The services shall only be deemed conclusive with respect to the tasks performed and the information obtained. No guarantee of the results of the services is implied within this Agreement.

ARTICLE 10 – CHANGED CONDITIONS
If Geocon discovers conditions or circumstances that it did not contemplate (“Changed Conditions”) at the time of this Agreement, it will give Client written notice of the
Changed Conditions. Client and Geocon will then
negotiate an appropriate amendment to this Agreement, or agree to perform such services on an additional services basis, in accordance with the hourly rates set forth in the Schedule of Fees attached hereto as Exhibit 2. If Geocon and Client cannot agree upon an amendment or
performance of such services on an additional services
basis within thirty (30) days after the notice, Geocon may terminate this Agreement and be compensated as set forth herein in Article 14, “Termination.”
ARTICLE 11 – CERTIFICATIONS
Client will not require Geocon to execute any certification regarding services performed or work tested or observed unless: 1) Geocon believes that it has performed sufficient services to provide a sufficient basis to issue the
certification; 2) Geocon believes that the services performed and work tested or observed meet the criteria of the
certification; and, 3) Geocon has reviewed and approved in writing the exact form of such certification prior to execution of this Agreement. Any certification by Geocon is limited to the expression of a professional opinion based upon the services performed by Geocon, and does not constitute a warranty or guarantee, either express or implied. Client agrees not to condition the resolution of any dispute upon Geocon signing a certification.

ARTICLE 12 – OWNERSHIP AND

LIMITATIONS OF DOCUMENTS
Unless otherwise specified in this Agreement or in an
Addendum, and provided that Geocon has been fully paid
for its services, Client shall have the right to use the documents, maps, photographs, drawings and specifications resulting from Geocon’s efforts on the project, for purposes reasonably contemplated by the parties. Geocon shall have the right, but shall not be obligated, to retain copies of all such materials and shall have the right to use the same for any purpose, unless such use would be expected to cause harm to Client. Client shall specify in advance, in writing, and be charged for all arrangements for special or

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extended-period maintenance of such materials by Geocon.

Geocon retains the right of ownership with respect to any patentable concepts or copyrightable materials arising from its services.

The information contained in reports generated by Geocon is only valid as of the date of issue and as the information relates to the Site and services performed. The information presented in the reports must not be relied upon for
purposes other than those conveyed therein. Other parties relying on the information contained in the reports are subject to the terms and conditions of this Agreement.

Re-use of any material described by Client, including
provision or publication to third parties, on extensions of this project or on any other project without Geocon’s
written authorization shall be at Client’s and third parties’ risk, and Client agrees to indemnify, defend, and hold
harmless Geocon from all claims, damages, and expenses, including attorneys’ fees, arising out of such unauthorized re-use to the fullest extent permitted under California law.

ARTICLE 13 – BILLING AND PAYMENT
Client will pay Geocon in accordance with the procedures indicated in the Proposal and its attachments. Invoices will be submitted to Client by Geocon, and will be due and
payable upon presentation. Payment shall not be
contingent upon Client’s compensation for these services from their client or other third party. If Client objects to all or any portion of any invoice, Client will so notify Geocon in writing within fourteen (14) calendar days of the invoice date, identify the cause of disagreement, and pay, when due, that portion of the invoice not in dispute. The parties will immediately make every effort to settle the disputed portion of the invoice. In the absence of written
notification described above, the balance as stated on the invoice will be paid.

Invoices are delinquent if payment has not been received within thirty (30) days from date of invoice. Client will pay an additional charge of one-and-one-half (1.5) percent per month (or the maximum percentage allowed by law,
whichever is higher) on any delinquent amount, excepting any portion of the invoiced amount in dispute and resolved in favor of Client. Payment thereafter will first be applied to accrued interest and then to the principal unpaid amount. All time spent and expenses incurred (including any attorney’s fees and costs) in connection with collection of any
delinquent amount will be paid by Client to Geocon per
Geocon’s current fee schedule. In the event Client fails to pay Geocon within sixty (60) days after invoices are
rendered, Client agrees that Geocon will have the right to declare Client in major breach of this Agreement and cease all work on the project. At Geocon’s option, Geocon may waive said major breach upon payment by Client of all
arrearages and outstanding invoices.

ARTICLE 14 – TERMINATION
This Agreement may be terminated by either party seven
(7) days after written notice in the event of any breach of any provision of this Agreement or in the event of
substantial failure of performance by the other party, or if Client suspends the work for more than three (3) months.

In the event of termination, Geocon will be paid for
services performed prior to the date of termination plus reasonable termination expenses, including, but not limited to the cost of completing analyses, records, and reports necessary to document job status at the time of termination.

If Geocon for any reason does not complete all of the
services contemplated by this Agreement, Geocon cannot
be responsible for the accuracy, completeness, or
workability of the contract documents prepared by Geocon if used, changed, or completed by Client or by another
party. Accordingly, Client agrees, to the fullest extent permitted by law, to indemnify and hold Geocon harmless from any and all claims, liability, or cost (including
reasonable attorneys’ fees and defense costs) for injury or loss arising or allegedly arising from such use, completion, or any unauthorized changes made by any party to any
contract documents prepared by Geocon pursuant to this
Agreement.

ARTICLE 15 – RISK ALLOCATION
Many risks potentially affect Geocon by virtue of entering into this Agreement to perform professional engineering services on behalf of Client. The principal risk is the potential for human error by Geocon. In order for Client to obtain a lower fee from Geocon, among other benefits, and in order for Geocon to reduce its residual risk created by providing services to Client, Client and Geocon agree as follows:

1. Client and Geocon shall allocate certain of the risks so that, to the fullest extent permitted by law, Geocon’s
(the term “Geocon” includes Geocon’s partners,
officers, directors, employees, agents, affiliates,
subcontractors and subconsultants) total aggregate
liability to Client is limited to the greater of $60,000 or the total compensation received from Client by Geocon
for services rendered on this project for any and all of Client’s injuries, damages, claims, losses, expenses, or claim expenses arising out of this Agreement from any
cause or causes, including attorneys’ fees and costs
which may be awarded to the prevailing party, and
Client agrees to indemnify and hold harmless Geocon
from and against all liabilities in excess of the
monetary limit established above;

2. Client and Geocon shall allocate certain of the other risks so that, to the fullest extent permitted by law,
Client shall limit Geocon’s total aggregate liability to all

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third parties, including contractors, subcontractors of all tiers, materialmen, and others involved in Client’s
project, as well as persons and other entities
not involved in the project, to the greater of $120,000 or the total compensation received from Client by
Geocon for services rendered on this project for any
and all injuries, damages, cause or causes, including
attorneys’ fees and costs which may be awarded to the
prevailing party, and Client agrees to indemnify
and hold harmless Geocon from and against all
liabilities in excess of the monetary limit
established above, including all liability incurred
by Geocon for acts, errors, or omissions,
pursuant to entering into agreements with third
parties on behalf of Client in order to obtain
access or entry onto property not owned by
Client. Client agrees to notify all contractors
and subcontractors of any limitation of
Geocon’s liability to them, and require them to
abide by such limitation for damages suffered by any
contractor or subcontractor arising from Geocon’s
actions or inactions. Neither the contractor nor any
subcontractor assumes any liability for damages to
others which may arise on account of Geocon’s actions
or inactions; and

3. Client understands that dollar limits higher than those indicated may be available. If Client wishes to discuss other limits, and the resulting impact on Geocon’s
retained risk and fee, Client shall so notify Geocon in writing. If Client fails to issue such notification prior to accepting this Agreement, through signature or, without signature, by verbally or in writing authorizing Geocon to commence services, Client shall be deemed to have
accepted the limits indicated above.

Limitations on liability and indemnities in this Agreement are business understandings between the parties
voluntarily and knowingly entered into, and shall apply to all theories of recovery including, but not limited to, breach of contract, warranty, tort (including negligence), strict or statutory liability, or any other cause of action, except for willful misconduct or gross negligence. The Parties also agree that Client will not seek damages in excess of
limitations indirectly through suits with other parties who may join Geocon as a third party, nor by an award or
attorneys’ fees and costs to the prevailing party in excess of the aggregate liability agreed upon herein by the parties. “Parties” means Client and Geocon and their partners,
officers, directors, employees, agents, affiliates,
subcontractors and subconsultants.

Both Client and Geocon agree that they will not be liable to each other, under any circumstances, for special, indirect, consequential, or punitive damages arising out of or
related to this Agreement. This provision takes precedence over any conflicting provisions of this Agreement.

ARTICLE 16 – INDEMNIFICATION
If any claim is brought against Geocon, its employees,
agents, and subcontractors and/or Client by a third party, relating in any way to the services, the contribution and indemnification rights and obligations of Geocon and
Client, subject to Article 15 entitled “Risk Allocation,” such claim shall be determined as follows:

1. If any negligence, breach of contract, or willful
misconduct of Geocon caused any damage, injury, or
loss claimed by the third party, then Geocon and Client shall each indemnify the other against any loss or
judgment on a comparative responsibility basis under
comparative negligence principles (Client
responsibility to include that of its agents, employees, and other contractors); and

2. Unless Geocon was liable for negligence, breach of
contract, or willful misconduct which in whole or in
part, caused the damage, injury, or loss asserted in the third party claim, Client shall indemnify Geocon
against the claim, liability, loss, legal fees, consulting fees, and other costs of defense reasonably incurred.

Notwithstanding the foregoing, for any claim alleging
Geocon’s negligent performance of professional services, Geocon’s obligations regarding Client’s defense under this Section shall be limited solely to the reimbursement of Client’s reasonable defense costs incurred, in proportion to the extent determined by a trier of fact to have been actually caused by the negligence or willful misconduct of Geocon.

ARTICLE 17 – THIRD PARTY RELIANCE
If Client requests that Geocon’s work product be relied upon by a third party, including, but not limited to, a lender, Client specifically agrees to provide the third party with a copy of this Agreement and Geocon’s Reliance Letter template (to be furnished upon request) and Client agrees to limit Geocon’s total liability to Client and any third party as described in the section entitled “Risk Allocation” above. Furthermore,
Client agrees to defend and indemnify Geocon from any and all third party claims, damages, costs, and losses arising out of or in any way related to such third party’s reliance on the services that are the subject of this Agreement, per the above-referenced sections entitled “Risk Allocation” and “Indemnification.” Any third party which accepts Geocon’s work product does so under the strict understanding that the third party is bound by all provisions in this Agreement including, but not limited to, the provisions of the “Risk Allocation” and “Indemnification” sections above, and this section, as though the third party was a signatory thereto. In addition, every report, recommendation, finding, or
conclusion issued by Geocon shall be subject to the
limitations stated therein.

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ARTICLE 18 – INSURANCE
Geocon and Client agree to maintain during the
performance of the services: (1) statutory Workers’
Compensation coverage, (2) Commercial General Liability coverage in the sum of not less than $1,000,000 per
occurrence and $2,000,000 in the aggregate, and (3)
Automobile Liability insurance coverage in the sum of not less than $1,000,000 single limit.

ARTICLE 19 – PREVAILING WAGE OBLIGATIONS
Client shall notify Geocon in writing if the services subject to this Agreement constitutes a “public work” under any and all federal, state, and/or local prevailing wage laws, and/or living wage laws and/or ordinances, including, but not limited to, the Davis-Bacon Act and the provisions of California Labor Code § 1720 et seq. In addition, Client shall notify Geocon if Geocon is obligated by statute, any public contracting authority, and/or a developer to pay prevailing wages and benefits and/or any other
predetermined wages or benefits (collectively, “prevailing wage obligations”). In the event that Geocon must adhere to federal, state, and/or local prevailing wage obligations for work performed, Client shall provide Geocon with any and all prevailing wage determinations applicable to the work to be performed by Geocon. Client understands and
agrees that Geocon’s fee for services performed under this Agreement will be calculated, in part, on the basis of
representations by Client regarding the existence and
amount of any and all prevailing wage obligations and that, if such obligations exist, Geocon’s fee might be different.

Client shall also be responsible for informing Geocon
within ten (10) days of commencement of services whether certified payroll records are required to be submitted.

Client further understands and agrees that Geocon will rely on the representations made by Client with regard to
prevailing wage obligations and Client agrees to defend, indemnify and hold harmless Geocon against any and all
claims, liabilities, suits, demands, losses, costs, and expenses, including but not limited to, reasonable
attorneys’ fees and all legal expenses and fees, fines, penalties, or sanctions, arising from Geocon’s reliance upon Client’s representations regarding prevailing wage obligations.

ARTICLE 20 – ASSIGNMENTS
Neither party to this Agreement shall assign its rights, duties, and obligations hereunder without the prior written consent of the other party.

ARTICLE 21 – CONFIDENTIALITY
Geocon, upon Client’s request, shall have its employees, agents, and subcontractors sign reasonable and customary confidentiality agreements furnished by Client.

ARTICLE 22 – DELAYS
In the event that Geocon field or technical work is suspended due to causes outside of its control, Geocon shall be
equitably compensated (in accordance with Geocon’s current schedule of fees and conditions) for the additional labor, equipment, and other charges associated with maintaining its workforce and equipment available during the suspension (if directed to do so by the Client), or at the Client’s option, for such similar charges that are incurred by Geocon for
demobilization and subsequent remobilization. In no event shall Geocon be required to maintain a field force in standby status in the field for a period of five (5) calendar days.

ARTICLE 23 – MEDIATION/ARBITRATION
In an effort to resolve any conflicts (other than payment disputes) that arise during the design and construction of the project or following the completion of the project, arising out of or relating to this Agreement, or the breach thereof, which cannot be settled through direct discussions, Client and Geocon agree to first endeavor to settle the dispute in an amicable manner by non-binding mediation administered by J.A.M.S. or the American Arbitration Association under its Construction Industry Mediation Rules, before resorting to arbitration. Thereafter, any unresolved controversy or claim arising out of or relating to this Agreement, or breach thereof, shall be settled by arbitration administered by J.A.M.S. or the American Arbitration Association in
accordance with its Commercial Arbitration Rules, and
judgment upon the Award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof.

The Parties agree to share the mediator’s and arbitrator’s fees equally. If the dispute is arbitrated, the arbitrator may include in any award the right to recover mediator and
arbitrator fees, along with any other recoverable costs. The prevailing party in any arbitration may, in the arbitrator’s discretion, be entitled to an award of attorneys’ fees incurred in arbitrating the dispute.

The Client and Geocon further agree to include a similar mediation/arbitration provision in all agreements with
independent contractors and consultants retained for the project and to require all independent contractors and
consultants also to include a similar mediation provision in all agreements with their subcontractors, subconsultants, suppliers and fabricators, thereby providing for mediation as the primary method for dispute resolution among the parties to all those agreements.

ARTICLE 24 – FAIR CONSTRUCTION
This Agreement will be construed as a whole in accordance with its fair meaning and without regard to California Civil Code §1654 or similar statutes.

Client’s Initials Page 9 of 9 Geocon’s Initials
ARTICLE 25 – GOVERNING LAW, WAIVER

AND SURVIVAL
The law of the State of California will govern the validity of this Agreement, its interpretation and performance.

Waiver by either party of any breach of this Agreement will not constitute a waiver of any subsequent breach of the same or any other provision.

If any of the provisions contained in this Agreement are held illegal, invalid, or unenforceable, the enforceability of the remaining provisions will not be impaired. Risk allocation and indemnities will survive termination or failure of this Agreement for any cause.

The parties have read or had the opportunity to read the foregoing, including all attachments, addendums, and
exhibits hereto, have had an opportunity to discuss the same, completely understand the terms, and willingly enter into this Agreement which will become effective on the date signed below by Client.

ACKNOWLEDGMENT
CLIENT:

Authorized By:

Print Name:

Title:

Date:

GEOCON WEST, INC.

Authorized By:

Print Name:

Title:

Date:

2023 SCHEDULE OF FEES

PROFESSIONAL SERVICES
Word Processor/Non-Technical Assistant/Draftsman/Dispatcher .................................................................................................... $95/hr Engineering Assistant/Lab Technician. ............................................................................................................................................. 95/hr Engineering Field Technician (Earthwork/Compaction Testing/Backfill) ........................................................................................ *85/hr Special Inspector (Concrete, Rebar, Masonry, Welding, etc.) .......................................................................................................... *90/hr Engineering Inspector (Bottom Approval / Shoring / Foundations / Piles) ....................................................................................... *110/hr LA City Deputy Grading Inspector (Bottom Approval / Shoring / Foundations / Piles) .................................................................. *125/hr Staff Engineer/Geologist ................................................................................................................................................................... *125/hr Senior Staff Engineer/Geologist ....................................................................................................................................................... *135/hr Project Engineer/Geologist ............................................................................................................................................................... *145/hr Senior Project Engineer/Geologist .................................................................................................................................................... *155/hr Senior Engineer/Geologist ................................................................................................................................................................ *175/hr Associate Engineer/Geologist ........................................................................................................................................................... *200/hr Principal Engineer/Geologist/Litigation Support .............................................................................................................................. 400/hr Attorney Fees (General) .................................................................................................................................................................... 500/hr Deposition or Court Appearance ....................................................................................................................................................... 550/hr Overtime/Saturday Rate/Night Rate (7pm – 6am w/ 8-Hour minimum per call out) ....................................... 1.5 X Regular Hourly Rate Sunday and Holiday Rate ..................................................................................................................................... 2 X Regular Hourly Rate Minimum Field Services Fee per call-out, 4 Hours (if 4 hours or less), 8 Hours (if more than 4 hours and less than 8 Hours) Short-Notice Cancellation, 4 Hours (if after 4 pm of the day prior to the scheduled inspection time) Short-Notice Cancellation, 4 Hours (upon or after arrival at jobsite) *Prevailing Wage (PW) California Labor Code §1720, et. Seq add $50/hr TRAVEL
Personnel ......................................................................................................................................................................... Regular Hourly Rate Subsistence (Per Diem) .................................................................................................................................................................... $300/day Vehicle Mileage ............................................................................................................................................................................. 0.75/mile

EQUIPMENT, MATERIALS, & ANALYTICAL TESTS
Nuclear Density Gauge / Sand Cone Testing Equipment ....... $10/hr 55-Gallon Drum .................................................................... 120/ea Vehicle ..................................................................................... 10/hr Visqeen (6 mil 20X100’) ..................................................... 135/roll Special Inspection Equipment ................................................... 5/hr Traffic Cones/Barricades ......................................................35/day Asphalt Cold Patch/Concrete ................................................ 30/bag TPHg(EPA 8015B) ................................................................. 70/ea Double Ring Infiltrometer Equipment ................................ 200/day TPHd/TPHmo .................................................. (EPA 8015M) 75/ea GPS Unit ............................................................................. 160/day TPH Carbon Chain Breakdown .................... (EPA 8015M) 110/ea Pick-up Truck ..................................................................... 150/day Water Buffalo........................................................................ 75/day Dynamic Cone Penetrometer .............................................. 400/day Methanol and/or Ethanol (EPA 8015M) ............................... 125/ea Volatile Organic Compounds ....................... (EPA 8260B) 125/ea Semi-Volatile Organic Compounds .................. (EPA 8270) 225/ea Hand-Auger .......................................................................... 50/day PAHs (EPA 8270SIM) ......................................................... 185/ea Distilled Water (5-gallon) ...................................................... 20/ea Bailer (Reusable) .................................................................. 35/day CAM 17 Metals (EPA 6010B) ............................................. 170/ea Single Metal .................................................... (EPA 6010B) 30/ea Bailer (Disposable) ................................................................. 15/ea Hexavalent Chrome (EPA 7199) ............................................ 75/ea Stainless Sampling Pump ................................................. $150/day Battery-Powered Pump ........................................................ 75/day Organochlorine Pesticides (EPA 8081) ................................ 110/ea Organophosphorus Pesticides (EPA 8141) ........................... 125/ea Water Level Indicator .......................................................... 40/day Interface Probe ................................................................... 125/day Photo-Ionization Meter ...................................................... 150/day Combustible Gas Meter ..................................................... 150/day Chlorinated Herbicides (EPA 8151) ..................................... 125/ea PCBs (EPA 8082) ................................................................... 95/ea Soil pH (EPA 9045C) .............................................................. 20/ea WET or TCLP Extraction ....................................................... 85/ea pH/Conductivity/Temperature Meter ................................. 150/day Turbidity Meter .................................................................... 80/day Air Sampling Pump .............................................................. 80/day Level D PPE/Decon Rinse Equipment ................................. 50/day Concrete Coring Equipment ............................................... 285/day Generator or Air Compressor ............................................. 150/day EPA 5035 Sample Kits ........................................................... 40/ea Asbestos (PLM) ...................................................................... 25/ea Asbestos (400-point count) ...................................................... 50/ea Sample Compositing ................................................ 20/composite 48-hour Turnaround Time ....................................... 60% surcharge 72-hour Turnaround Time ....................................... 40% surcharge

- 2 -
LABORATORY TESTS*

COMPACTION CURVES SOIL AND AGGREGATE PROPERTIES
(D698/D1557/T99/T108) 4-inch mold................................ $300/ea (D422/T88) Particle Size, Hydrometer w/out Sieve ............ $250/ea (D698/D1557/T99/T108) 6-inch mold.................................. 300/ea (C136/D6913/T27) Sieve, Coarse to Fine w/ #200 Wash ..... 175/ea (CT 216) California Impact .................................................. 300/ea (C136/D6913/T27) Sieve, Coarse or Fine w/ #200 Wash ..... 150/ea Check Point........................................................................... 125/ea (C136/D6913/T27) Sieve, Coarse or Fine No #200 Wash .... 125/ea (D1632/CT312) Soil Cement Cyl. Fabrication (Set of 3) ... 200/set (C117/D1140/T11) Materials Finer than #200 ...................... 115/ea (D1632/CT312) Soil Cement Cyl. Fabrication (Addtl. Spec.) 75/ea (D2216/T265/CT226) Moisture Content ................................. 40/ea (D1633/CT312) Soil Cement Comp. Strength (Set of 3) .... 350/set (D2487/D2488) Visual Soil Classification .............................. 40/ea (D1633/CT312) Soil Cement Comp. Strength (Addtl. Spec.) 125/ea (D2937) Density of In-Place Soil, Drive-Cyl. Method ........... 50/ea SOIL AND AGGREGATE STABILITY (D4943) Shrinkage Factors of Soils, Wax Method ................. 75/ea (D2844/CT301) Resistance Value ...................................... $350/ea (C131/C535/CT211) L.A. Abrasion Resistance .................. $250/ea (D2844/CT301) Resistance Value, Treated .......................... 350/ea (C142/T112) Clay Lumps and Friable Particles .................... 155/ea (D1883) California Bearing Ratio ........................................ 600/ea SOIL AND AGGREGATE PROPERTIES (CONTD.) (C977) Stabilization Ability of Lime .................................... 185/ea (C123/T113) Light Weight Particles ..................................... 250/ea (D1883) Calif. Bearing Ratio (Army Corp of Engineers) .... 600/ea (D3744/CT229/T210) Durability Index Fine ........................ 200/ea CHEMICAL ANALYSIS (D3744/CT229/T210) Durability Index Coarse .................... 200/ea (G187/CT643/T288) pH and Resistivity ............................. $175/ea (CT227) Cleanness Value ..................................................... 200/ea (D4972/T289) pH Only .......................................................... 75/ea (D4791) Flat & Elongated Particles ...................................... 175/ea (CT417) Sulfate Content ....................................................... 125/ea (D693/CT205) Percent Crushed Particles ............................. 200/ea (CT422) Chloride Content .................................................... 125/ea (D5821) Percent. of Fractured Particles, Coarse Aggregate .. 200/ea (D2974) Organic Content ..................................................... 100/ea (C40/CT213/T21) Organic Impurities ................................... 100/ea PERMEABILITY, CONSOLIDATION AND EXPANSION (C235) Soft Hardness (Scratch Hardness) ............................ 125/ea (D5084) Permeability, Flexible Wall .................................. $270/ea (C88/CT214/T104) Sulfate Soundness ................................. 500/ea (D5856) Permeability, Rigid Wall ........................................ 260/ea (C1252/T304) Uncompact. Void Content, Fine Aggregate ... 175/ea (D2434) Permeability, Constant Head .................................. 280/ea (C127/CT206/T85) Coarse Specific Gravity ......................... 150/ea (D2434) Permeability, FHA Slab-on-Grade ......................... 110/ea (C128/CT207/T84) Fine Specific Gravity............................. 175/ea (D2434) Permeability, Hourly ................................................ 55/ea (D854/CT209/T100) Specific Gravity of Soil ....................... 200/ea (D2435/T216) Consolidation (6 pts. w/ Unload) ................ $400/ea (C29/CT212/T19) Unit Weight & Percent Voids ................. 125/ea (D2435/T216) Consolidation Additional Point w/ Unload ... $90/ea (D2419/CT217/T176) Sand Equivalent ................................ 150/ea (D4546) Swell/Compression Testing & Density .................. 125/ea (D4318/CT204/T89/T90) Plastic Index (Plastic/Liq. Limit) 250/ea (D4546) Swell/Settlement Testing & Density (ea. addtl. pt.) 85/ea (D4318/CT204/T89) Liquid Limit ........................................ 125/ea (D4546) Swell/Settlement Testing & Density (County) ....... 100/ea (D4318/CT204/T90) Plastic Limit ........................................ 125/ea (D4546) Swell/Settlement Testing & Density (FHA) ............ 90/ea (C330) Spec. for Lightweight Aggregates, Struc. Concrete ... Quote (D4829) Expansion Index of Soils ........................................ 250/ea SHEAR STRENGTH STEEL TESTING (D2166) Unconfined Compression ..................................... $100/ea Reinforcing Steel Tests: (D3080/T236) Direct Shear (3 points) ................................ 350/set (A370) Tensile Strength & Elongation (D3080/T236) Direct Shear Addtl. Points/ea. residual pass $125/ea #11 Bar & Smaller ............................................... $100/ea (D2850) Unconsolidated-Undrained Triaxial Shear .............. 115/ea #14 Bar ................................................................ $125/ea (D2850) Unconsolidated-Undrained Triaxial Staged ............ 160/ea #18 Bar (Proof Test) ........................................... $150/ea (D4767) Consolidated-Undrained Triaxial Shear.................. 265/ea (A370) Bend Test (D4767) Consolidated-Undrained Triaxial Staged ................ 340/ea #11 Bar & Smaller ................................................. $50/ea (EM1110) Consolidated-Drained Triaxial Shear .................. 375/ea #14 & #18 Bar ....................................................... $75/ea (EM1110) Consolidated-Drained Triaxial Staged ................. 480/ea (A370) Tensile - Mechanically Spliced Bar MASONRY**
#11 Bar & Smaller ............................................... $175/ea Concrete Block Test (Sets of 3 Required):
#14 Bar & Larger ................................................. $225/ea (C140) Unit Weight Moisture Content & Absorption ......... $350/ea (A370) Tensile – Electric Resist. Butt Splice w/ Control ..... 175/ea (C140) Moisture Content/Absorption (ea. addtl. specimen) 125/ea (A370) Straightening of bar (if required) ................................ 50/ea (C140) Compression Test ..................................................... 300/ea Structural Steel Tests: (C140) Compression Test (ea. addtl. specimen) .................. 125/ea (A370) Machining & Prep of Test Specimen ............... Cost + 20% (C426) Linear Drying Shrinkage ........................................... 350/ea (A370) Tensile Strength & Elongation (C109/UBC 21-16) Mortar Cylinder (2”x4”) ......................... 30/ea Up to 200,000 lbs ................................................. $125/ea (C942) Grout Prism (3”x3”x6”), trimming included ............... 35/ea 200,000 – 300,000 lbs ............................................ 150/ea Masonry Prism (Assemblage):
300,000 – 400,000 lbs ........................................................... 175/ea (C1314) 8”x8”x16” – 8”x12”x16” ..................................... $200/ea Pre-stressing Wire & Tendon Tests: (C1314) 8”x16”x16” – 10”x12”x16” ................................... 225/ea (A421) Tensile Strength, Single Wire................................. $175/ea (C1314) 12”x12”x16” – 12”x16”x16” ................................. 250/ea (A416) Tensile Strength, 7-Wire Strand ............................. $200/ea (C1314) Larger than 12”x16”x16” ........................................ Quote

- 3 -
LABORATORY TESTS* (CONTINUED)
High Strength Bolt, Nut, & Washer Tests: Brick Test (Set of 5 Specimens):
(A325/A490) Tensile Test on Bolts .................................... $100/ea (C67) 24-Hour Absorption, Cold Water ............................. $250/set (A563) Proof Load Test on Nuts ........................................ $100/ea (C67) 5-Hour Absorption, Boiling Water .......................... $250/set (A325/A490) Hardness Test on Bolts ................................... $50/ea (C67) Compression Test or Modulus of Rupture ............... $300/set (A536) Hardness Test on Nuts .............................................. $50/ea (C67) Each Additional Specimen ........................................ $100/ea (F436) Hardness Test on Washers ........................................ $50/ea CONCRETE** Weld Specimen Tests: Mix Designs:
(E164) Ultrasonic Examination .............................. Quote (ACI211/ACI214) Concrete Mix Design ............................ $450/ea Machining & Prep of Test Specimen ............................ Cost + 20% (ACI211/ACI214) Review of Concrete Mix Design ........... $450/ea (E381) Macrotech Test (3 Faces) ............................................ $355 (C192) Concrete Trial Mix (includes equipment & labor) .. $650/ea ASPHALT TESTING Concrete Properties:

Asphalt Properties: (C39/CT521/T22) Comp. Strength, Concrete Cyl................. $30/ea (D2726/CT308/T166) Bulk Spec. Grav. Compacted HMA $100/ea (C42/CT521/T22) Comp. Strength, Concrete/Gunite Core ... $60/ea (D1560/CT366) Stabilometer Value (HVEEM) ................ $225/ea (C78/CT523) Flex. Strength of 6”x6”x21” Concrete Beam .. 125/ea (D2041) Theoretical Max Specific Gravity ........................ $200/ea (C174) Length Measuring of Drilled Cores ........................ $100/ea (D5444) Sieve Analysis of Extracted Asphalt .................... $250/ea (C1140) Shotcrete Panel-Coring & Testing (Set of 3) ....... $350/set (D6307/CT382) Percent Asphalt, Ignition Method............. $175/ea (C1140) Shotcrete Panel (each addtl. specimen) ................. $125/ea (D1188) Unit Weight of Asphalt Core .................................. $95/ea (C496) Static Modulus of Elasticity .................................... $250/ea MISCELLANEOUS TESTING SERVICES (C496) Drying Shrinkage (Set of 3, up to 28 days) ............ $650/set Calibration of Hydraulic Ram: (C642) Spec. Gravity, Absorp., Voids in Hardened Concrete . 95/ea 100 Ton & Under ................................................................ $250/ea 101 Tons – 200 Tons ............................................................ 350/ea (F1869) Vapor Emission Rate, Concrete Subfloor .................. 50/ea Use of Universal Testing Machine:

UTM with One Operator .................................................... $400/ea Additional Technician ...................................... Regular Tech Rate Spray Applied Fireproofing:
(E605/E736) Fireproofing Oven Dry Density/Thickness ... $125/ea *2X Surcharge on rush turn-around for laboratory testing. **Fee applies for sample storage, testing, or disposal.

1. Listed are typical charges for the services most frequently performed by Geocon. Prices for unlisted services as well as special quotations for programs involving volume work will be provided upon request. Laboratory test prices shown are for laboratory work only, and include reporting of routine results not calling for comments, recommendations or conclusions.

2. Sampling and testing is conducted in substantial conformance with the latest applicable or designated specifications of the American Society for Testing and Materials, Caltrans, American Association of State Highway and Transportation Officials, or other pertinent agencies.

3. Saturday, night work, and overtime hours are charged at time and one-half; Sundays and holidays at double time. Per diem is $155.00 per day when location of work dictates.

4. Equipment and materials will be billed at cost plus 15%. Outside services including subcontractors and rental of special equipment are billed at cost plus 15%. Hourly services are billed portal to portal from closest office in accordance with the stated hourly rates herein, with a minimum two-hour charge

5. Invoices will be submitted at four-week intervals. Terms of payment are met upon presentation of invoice. Invoices become delinquent thirty (30) days from invoice date and subject to one and one-half percent (1-1/2%) service charge per month, or the maximum rate allowed by law, whichever is lower. If Client objects to all or any portion of any invoice, Client will so notify Geocon in writing within fourteen (14) calendar days of the invoice date, identify the cause of disagreement, and pay that portion of the invoice not in dispute. The parties will immediately make every effort to settle the disputed portion of the invoice. Payment on delinquent invoices will first be applied to accrued interest and then to the principal amount. All time spent and expenses incurred (including any attorney's fees and costs) in connection with collection of any delinquent amount will be paid by Client to Geocon per Geocon's current fee schedule.

6. Client and Geocon shall allocate certain of the risks so that, to the fullest extent permitted by law, Geocon’s (the term “Geocon” includes Geocon’s partners, officers, directors, employees, agents, affiliates, subcontractors and subconsultants) total aggregate liability to Client is limited to the greater of $60,000 or the total compensation received from Client by Geocon for services rendered on this project, for any and all of Client’s injuries, damages, claims, losses, expenses, or claim expenses arising out of this Agreement from any cause or causes, including attorneys’ fees and costs which may be awarded to the prevailing party, and Client agrees to indemnify and hold harmless Geocon from and against all liabilities in excess of the monetary limit established above.

7. Client and Geocon shall allocate certain of the other risks so that, to the fullest extent permitted by law, Client shall limit Geocon’s total aggregate liability to all third parties, including contractors, subcontractors of all tiers, materialmen, and others involved in Client’s project, as well as persons and other entities not involved in the project, to the greater of $120,000 or the total compensation received from Client by Geocon for services rendered on this project, for any and all injuries, damages, cause or causes, including attorneys’ fees and costs which may be awarded to the prevailing party, and Client agrees to indemnify and hold harmless Geocon from and against all liabilities in excess of the monetary limit established above, including all liability incurred by Geocon for acts, errors, or omissions, pursuant to entering into agreements with third parties on behalf of Client in order to obtain access or entry onto property not owned by Client. Client agrees to notify all contractors and subcontractors of any limitation of Geocon’s liability to them, and require them to abide by such limitation for damages suffered by any contractor or subcontractor arising from Geocon’s actions or inactions. Neither the contractor nor any subcontractor assumes any liability for damages to others which may arise on account of Geocon’s actions or inactions.

(Client/Name of Entity or Person)
Date: ____________________
Geocon West, Inc.
500 North Victory Boulevard
Burbank, CA 91502
Subject: GEOCON PROPOSAL NO.: ________________________________________ CLIENT PROJECT NO.: ________________________________________ PROJECT LOCATION: ________________________________________ ________________________________________
Dear Geocon West, Inc.:
________________________________________ (“Client/Entity”) has requested that Geocon West, Inc. (“Geocon”) provide professional engineering, environmental or health sciences services relative to the above project. Client/Entity has been advised by Geocon that California Business and Professions Code §6749 requires that the client execute a contract setting forth the relevant contract terms prior to Geocon commencing any work or performing any services for the benefit of Client/Entity relative to the subject project.

I hereby state that I am a duly authorized agent or representative Client/Entity and that I am fully empowered to and do knowingly waive the provisions of Business and Professions Code §6749 on behalf of Client/Entity and request that Geocon commence work and perform the professional services outlined in the subject Geocon Proposal dated ______________.

Very truly yours,
By: ________________________________________
Authorized Agent/Representative
of: ________________________________________

§ 6749 Professional engineer; written contract for services; contents (a) A professional engineer shall use a written contract when contracting to provide professional engineering services to a client pursuant to this chapter. The written contract shall be executed by the professional engineer and the client, or his or her representative, prior to the professional engineer commencing work, unless the client knowingly states in writing that work may be commenced before the contract is executed. The written contract shall include, but not be limited to, all of the following:
(1) A description of the services to be provided to the client by the professional engineer.
(2) A description of any basis of compensation applicable to the contract, and the method of payment agreed upon by the parties.
(3) The name, address, and license or certificate number of the professional engineer, and the name and address of the client.
(4) A description of the procedure that the professional engineer and the client will use to accommodate additional services.
(5) A description of the procedure to be used by any party to terminate the contract. (b) This section shall not apply to any of the following:
(1) Professional engineering services rendered by a professional engineer for which the client will not pay compensation.
(2) A professional engineer who has a current or prior contractual relationship with the client to provide engineering services, and that client has paid the professional engineer all of the fees that are due under the contract. (3) If the client knowingly states in writing after full disclosure of this section that a contract which complies with the requirements of this section is not required. (4) Professional engineering services rendered by a professional engineer to any of the following:
(A) A professional engineer licensed or registered under this chapter. (B) A land surveyor licensed under Chapter 15 (commencing with Section 8700).
(C) An architect licensed under Chapter 3 (commencing with Section 5500). (D) A contractor licensed under Chapter 9 (commencing with Section 7000). (E) A geologist or a geophysicist licensed under Chapter 12.5 (commencing with Section 7800).
(F) A manufacturing, mining, public utility, research and development, or other industrial corporation, if the services are provided in connection with or incidental to the products, systems, or services of that corporation or its affiliates.
(G) A public agency.
(c) “Written contract” as used in this section includes a contract that is in electronic form.

5 EXHIBIT “B”

SCOPE OF WORK

811 W 7th St
8th Floor
Los Angeles, California
90017
+1.213.236.9090
www.swagroup.com
Gerdo P Aquino
Ying-Yu Hung
Ning Deng
November 20, 2024
Ronald Bow
City of Cudahy
Public Works Department
Via email: [email protected]
Attention: Ronald Bow
Subject: Cudahy LA River Area Improvement Project, (the “Project”) SWA Job #CUDT301.D
Dear Ronald:

We are pleased to submit the following Add Service Request for Professional Services in connection with the project referenced above.

This Agreement is by and between SWA Group ("SWA"), a California corporation, and the City of Cudahy ("Client"), Cudahy, California.

I. PROJECT DESCRIPTION
SWA has been requested to prepare an add service for separating the current 90% construction documentation set and create three stand-alone packages as follows:

Package 1 – Site 1 (Maintenance Improvements & Mural Painting) Package 2 – Site 1 (Landscape, Lighting, and Irrigation) Package 3 – Site 2/3/4
In addition to separating scope packages these additional services have been requested by the City:

Site 1
• Geotechnical Report for the detailing of light footings • Cultural Resource Report for Section 408 Permitting submittal Site 2
• Geotechnical Report for the detailing of light footings • Detailing of light fixture footings
Site 3
• Structural detailing of retaining walls
II. SCOPE OF SERVICES
The scope of services shall include:

A. Package 1: Site 1 – LA River Bike Path (Maintenance Improvements & Mural Painting)

1. Coordination with City & Design Team

2. 100% Construction Documentation Package & Specifications

City of Cudahy
November 20, 2024
Cudahy LA River Area Improvement Project

3. Bidding & Construction Support

4. Preparing Record Drawings

5. Assistance with preparation of City submittal to Los Angeles County Flood Control District (LACFCD). This proposal also includes up to (3) revisions and provision to City for resubmittal.

6. CO/CA
B. Package 2: Site 1 – LA River Bike Path (Landscape, Lighting, and Irrigation)

1. Coordination with City & Design Team

2. 100% Construction Documentation Package & Specifications

3. Bidding & Construction Support

4. Preparing Record Drawings

5. Cultural Resource Report

6. Assistance with preparation of City submittal to United States Army Corp of Engineers (USACE). This proposal also includes up to (3) revisions and provision to City for resubmittal.

7. Assistance with preparation of City submittal to Los Angeles County Flood Control District (LACFCD). This proposal also includes up to (3) revisions and provision to City for resubmittal.

8. CO/CA
C. Package 3: Site 2/3/&4
Please note CO/CA and Record Drawing Preparation will be covered from initial proposal.

1. Coordination with City and Design Team

2. 100% Construction Documentation Package & Specifications

3. Bidding & Construction Support
III. DESIGN APPROVAL
Ronald Bow has been designated as the person responsible for design direction to SWA for this project and has the authority for design approval. In the event that the design, as approved by Ronald Bow is rejected by others, and re-design is required, such re-design services shall be compensated as Additional Services.

City of Cudahy
November 20, 2024
Cudahy LA River Area Improvement Project

IV. FEES AND TERMS
We estimate the following fee breakdown:

Add Service to Original Proposal
Tasks
SWA CWE P2S Irrigation
Project Management $6,000 $5,508 - -
Plans, Specifications & Estimate $13,000 $22,622 $5,700 $4,020 Bidding & Construction Support $10,000 $9,463 - -
Record Drawings $1,000 $3,488 - -
$30,000 $41,081 $5,700 $4,020
Total $80,804
Additional Services
SWA
Assistance with USACE & LACFCD Permitting & Revisions (SWA) $36,000 Consultants
Up to (3) Revisions for USACE & LAFCD for Site 1 –
Civil/Irrigation/Lighting
$32,426
Cultural Resource Report (Site 1 – Section 408 Permitting Submittal) $11,788 Geotech Services (Site 1 - Geocon West Inc) $11,400
Geotech Services (Site 2 – Geocon West Inc) $9,000
SWA Fee $17,724
Total $118,338

City of Cudahy
November 20, 2024
Cudahy LA River Area Improvement Project

Hourly Rates
Staff Hourly Rates
SWA (Landscape)
Principal $341
Technical Principal $220
Associate Project Manager $140
CWE (Civil)
Senior Project Manager $306
Technical Manager $243
Project Engineer $208
CAD Designer $102
Sweeney & Associates (Irrigation)
Principal $200
Project Manager $180
Irrigation Designer $160
Field Services $200
P2S (Lighting)
Engineer Grade 04 $284.75
Designer Engineer Grade 02 $180.23
Designer Grade 03 $160.38
CAD/BIM Designer Grade 03 $133.45
Geocon Inc (Geotechnical Services)
Word Processor/Non-Technical Assistant/Draftsman/Dispatcher *$100 Staff Engineer/Geologist *$130
Senior Staff Engineer/Geologist *$140
Project Engineer/Geologist * $150
Senior Project Engineer/Geologist *$160
Senior Engineer/ Geologist *$180
Associate Engineer/ Geologist *$205
Principal Engineer/ Geologist/ Litigation Support $400
*Prevailing Wage (PW) California Labor Code 1720, et. Seq add $50/hr Dudek (Cultural Resource Report)
Senior Specialist II $235

City of Cudahy
November 20, 2024
Cudahy LA River Area Improvement Project

Specialist V $210
Analyst III $130
GIS Analyst III $165
Publications Specialists III $130
These services will be billed to you under our job number CUDT301.D on a hourly not-to exceed basis under the terms and conditions of our contract with you dated May 2, 2023 (SWA Job #CUDT301). The Fee for Professional Services shall not exceed one hundred ninety-nine thousand one hundred fortytwo ($199,142) without further authorization. We request your written approval of this authorization for Additional Services by signing and returning one copy of this letter for our files.

If this is not your understanding, or if you have questions regarding the above, please contact me immediately.

Sincerely yours,

SWA GROUP
_______________________________
Gerdo Aquino, Co-CEO/ Principal
Contracting Agent
Landscape Architect, CA License #4996
Landscape architects are licensed by the State of California.

City of Cudahy
November 20, 2024
Cudahy LA River Area Improvement Project

Accepted: City of Cudahy
By: ________________________________________________
Title: ________________________________________________ Date: ________________________________________________
GA/aa
Proposal copyright ©2024 by SWA Group. No portion of this proposal may be copied or distributed to without the written permission of SWA Group.

5 EXHIBIT “B”

SCOPE OF WORK

811 W 7th St
8th Floor
Los Angeles, California
90017
+1.213.236.9090
www.swagroup.com
Gerdo P Aquino
Ying-Yu Hung
Ning Deng
November 20, 2024
Ronald Bow
City of Cudahy
Public Works Department
Via email: [email protected]
Attention: Ronald Bow
Subject: Cudahy LA River Area Improvement Project, (the “Project”) SWA Job #CUDT301.D
Dear Ronald:

We are pleased to submit the following Add Service Request for Professional Services in connection with the project referenced above.

This Agreement is by and between SWA Group ("SWA"), a California corporation, and the City of Cudahy ("Client"), Cudahy, California.

I. PROJECT DESCRIPTION
SWA has been requested to prepare an add service for separating the current 90% construction documentation set and create three stand-alone packages as follows:

Package 1 – Site 1 (Maintenance Improvements & Mural Painting) Package 2 – Site 1 (Landscape, Lighting, and Irrigation) Package 3 – Site 2/3/4
In addition to separating scope packages these additional services have been requested by the City:

Site 1
• Geotechnical Report for the detailing of light footings • Cultural Resource Report for Section 408 Permitting submittal Site 2
• Geotechnical Report for the detailing of light footings • Detailing of light fixture footings
Site 3
• Structural detailing of retaining walls
II. SCOPE OF SERVICES
The scope of services shall include:

A. Package 1: Site 1 – LA River Bike Path (Maintenance Improvements & Mural Painting)

1. Coordination with City & Design Team

2. 100% Construction Documentation Package & Specifications

City of Cudahy
November 20, 2024
Cudahy LA River Area Improvement Project

3. Bidding & Construction Support

4. Preparing Record Drawings

5. Assistance with preparation of City submittal to Los Angeles County Flood Control District (LACFCD). This proposal also includes up to (3) revisions and provision to City for resubmittal.

6. CO/CA
B. Package 2: Site 1 – LA River Bike Path (Landscape, Lighting, and Irrigation)

1. Coordination with City & Design Team

2. 100% Construction Documentation Package & Specifications

3. Bidding & Construction Support

4. Preparing Record Drawings

5. Cultural Resource Report

6. Assistance with preparation of City submittal to United States Army Corp of Engineers (USACE). This proposal also includes up to (3) revisions and provision to City for resubmittal.

7. Assistance with preparation of City submittal to Los Angeles County Flood Control District (LACFCD). This proposal also includes up to (3) revisions and provision to City for resubmittal.

8. CO/CA
C. Package 3: Site 2/3/&4
Please note CO/CA and Record Drawing Preparation will be covered from initial proposal.

1. Coordination with City and Design Team

2. 100% Construction Documentation Package & Specifications

3. Bidding & Construction Support
III. DESIGN APPROVAL
Ronald Bow has been designated as the person responsible for design direction to SWA for this project and has the authority for design approval. In the event that the design, as approved by Ronald Bow is rejected by others, and re-design is required, such re-design services shall be compensated as Additional Services.

City of Cudahy
November 20, 2024
Cudahy LA River Area Improvement Project

IV. FEES AND TERMS
We estimate the following fee breakdown:

Add Service to Original Proposal
Tasks
SWA CWE P2S Irrigation
Project Management $6,000 $5,508 - -
Plans, Specifications & Estimate $13,000 $22,622 $5,700 $4,020 Bidding & Construction Support $10,000 $9,463 - -
Record Drawings $1,000 $3,488 - -
$30,000 $41,081 $5,700 $4,020
Total $80,804
Additional Services
SWA
Assistance with USACE & LACFCD Permitting & Revisions (SWA) $36,000 Consultants
Up to (3) Revisions for USACE & LAFCD for Site 1 –
Civil/Irrigation/Lighting
$32,426
Cultural Resource Report (Site 1 – Section 408 Permitting Submittal) $11,788 Geotech Services (Site 1 - Geocon West Inc) $11,400
Geotech Services (Site 2 – Geocon West Inc) $9,000
SWA Fee $17,724
Total $118,338

City of Cudahy
November 20, 2024
Cudahy LA River Area Improvement Project

Hourly Rates
Staff Hourly Rates
SWA (Landscape)
Principal $341
Technical Principal $220
Associate Project Manager $140
CWE (Civil)
Senior Project Manager $306
Technical Manager $243
Project Engineer $208
CAD Designer $102
Sweeney & Associates (Irrigation)
Principal $200
Project Manager $180
Irrigation Designer $160
Field Services $200
P2S (Lighting)
Engineer Grade 04 $284.75
Designer Engineer Grade 02 $180.23
Designer Grade 03 $160.38
CAD/BIM Designer Grade 03 $133.45
Geocon Inc (Geotechnical Services)
Word Processor/Non-Technical Assistant/Draftsman/Dispatcher *$100 Staff Engineer/Geologist *$130
Senior Staff Engineer/Geologist *$140
Project Engineer/Geologist * $150
Senior Project Engineer/Geologist *$160
Senior Engineer/ Geologist *$180
Associate Engineer/ Geologist *$205
Principal Engineer/ Geologist/ Litigation Support $400
*Prevailing Wage (PW) California Labor Code 1720, et. Seq add $50/hr Dudek (Cultural Resource Report)
Senior Specialist II $235

City of Cudahy
November 20, 2024
Cudahy LA River Area Improvement Project

Specialist V $210
Analyst III $130
GIS Analyst III $165
Publications Specialists III $130
These services will be billed to you under our job number CUDT301.D on a hourly not-to exceed basis under the terms and conditions of our contract with you dated May 2, 2023 (SWA Job #CUDT301). The Fee for Professional Services shall not exceed one hundred ninety-nine thousand one hundred fortytwo ($199,142) without further authorization. We request your written approval of this authorization for Additional Services by signing and returning one copy of this letter for our files.

If this is not your understanding, or if you have questions regarding the above, please contact me immediately.

Sincerely yours,

SWA GROUP
_______________________________
Gerdo Aquino, Co-CEO/ Principal
Contracting Agent
Landscape Architect, CA License #4996
Landscape architects are licensed by the State of California.

City of Cudahy
November 20, 2024
Cudahy LA River Area Improvement Project

Accepted: City of Cudahy
By: ________________________________________________
Title: ________________________________________________ Date: ________________________________________________
GA/aa
Proposal copyright ©2024 by SWA Group. No portion of this proposal may be copied or distributed to without the written permission of SWA Group.

811 W 7th St
8th Floor
Los Angeles, California
90017
+1.213.236.9090
www.swagroup.com
Gerdo P Aquino
Ying-Yu Hung
Ning Deng
November 20, 2024
Ronald Bow
City of Cudahy
Public Works Department
Via email: [email protected]
Attention: Ronald Bow
Subject: Cudahy LA River Area Improvement Project, (the “Project”) SWA Job #CUDT301.D
Dear Ronald:

We are pleased to submit the following Add Service Request for Professional Services in connection with the project referenced above.

This Agreement is by and between SWA Group ("SWA"), a California corporation, and the City of Cudahy ("Client"), Cudahy, California.

I. PROJECT DESCRIPTION
SWA has been requested to prepare an add service for separating the current 90% construction documentation set and create three stand-alone packages as follows:

Package 1 – Site 1 (Maintenance Improvements & Mural Painting) Package 2 – Site 1 (Landscape, Lighting, and Irrigation) Package 3 – Site 2/3/4
In addition to separating scope packages these additional services have been requested by the City:

Site 1
• Geotechnical Report for the detailing of light footings • Cultural Resource Report for Section 408 Permitting submittal Site 2
• Geotechnical Report for the detailing of light footings • Detailing of light fixture footings
Site 3
• Structural detailing of retaining walls
II. SCOPE OF SERVICES
The scope of services shall include:

A. Package 1: Site 1 – LA River Bike Path (Maintenance Improvements & Mural Painting)

1. Coordination with City & Design Team

2. 100% Construction Documentation Package & Specifications Attachment B Page 401 of 568
City of Cudahy
November 20, 2024
Cudahy LA River Area Improvement Project

3. Bidding & Construction Support

4. Preparing Record Drawings

5. Assistance with preparation of City submittal to Los Angeles County Flood Control District (LACFCD). This proposal also includes up to (3) revisions and provision to City for resubmittal.

6. CO/CA
B. Package 2: Site 1 – LA River Bike Path (Landscape, Lighting, and Irrigation)

1. Coordination with City & Design Team

2. 100% Construction Documentation Package & Specifications

3. Bidding & Construction Support

4. Preparing Record Drawings

5. Cultural Resource Report

6. Assistance with preparation of City submittal to United States Army Corp of Engineers (USACE). This proposal also includes up to (3) revisions and provision to City for resubmittal.

7. Assistance with preparation of City submittal to Los Angeles County Flood Control District (LACFCD). This proposal also includes up to (3) revisions and provision to City for resubmittal.

8. CO/CA
C. Package 3: Site 2/3/&4
Please note CO/CA and Record Drawing Preparation will be covered from initial proposal.

1. Coordination with City and Design Team

2. 100% Construction Documentation Package & Specifications

3. Bidding & Construction Support
III. DESIGN APPROVAL
Ronald Bow has been designated as the person responsible for design direction to SWA for this project and has the authority for design approval. In the event that the design, as approved by Ronald Bow is rejected by others, and re-design is required, such re-design services shall be compensated as Additional Services.

City of Cudahy
November 20, 2024
Cudahy LA River Area Improvement Project

IV. FEES AND TERMS
We estimate the following fee breakdown:

Add Service to Original Proposal
Tasks
SWA CWE P2S Irrigation
Project Management $6,000 $5,508 - -
Plans, Specifications & Estimate $13,000 $22,622 $5,700 $4,020 Bidding & Construction Support $10,000 $9,463 - -
Record Drawings $1,000 $3,488 - -
$30,000 $41,081 $5,700 $4,020
Total $80,804
Additional Services
SWA
Assistance with USACE & LACFCD Permitting & Revisions (SWA) $36,000 Consultants
Up to (3) Revisions for USACE & LAFCD for Site 1 –
Civil/Irrigation/Lighting
$32,426
Cultural Resource Report (Site 1 – Section 408 Permitting Submittal) $11,788 Geotech Services (Site 1 - Geocon West Inc) $11,400
Geotech Services (Site 2 – Geocon West Inc) $9,000
SWA Fee $17,724
Total $118,338

City of Cudahy
November 20, 2024
Cudahy LA River Area Improvement Project

Hourly Rates
Staff Hourly Rates
SWA (Landscape)
Principal $341
Technical Principal $220
Associate Project Manager $140
CWE (Civil)
Senior Project Manager $306
Technical Manager $243
Project Engineer $208
CAD Designer $102
Sweeney & Associates (Irrigation)
Principal $200
Project Manager $180
Irrigation Designer $160
Field Services $200
P2S (Lighting)
Engineer Grade 04 $284.75
Designer Engineer Grade 02 $180.23
Designer Grade 03 $160.38
CAD/BIM Designer Grade 03 $133.45
Geocon Inc (Geotechnical Services)
Word Processor/Non-Technical Assistant/Draftsman/Dispatcher *$100 Staff Engineer/Geologist *$130
Senior Staff Engineer/Geologist *$140
Project Engineer/Geologist * $150
Senior Project Engineer/Geologist *$160
Senior Engineer/ Geologist *$180
Associate Engineer/ Geologist *$205
Principal Engineer/ Geologist/ Litigation Support $400
*Prevailing Wage (PW) California Labor Code 1720, et. Seq add $50/hr Dudek (Cultural Resource Report)
Senior Specialist II $235

City of Cudahy
November 20, 2024
Cudahy LA River Area Improvement Project

Specialist V $210
Analyst III $130
GIS Analyst III $165
Publications Specialists III $130
These services will be billed to you under our job number CUDT301.D on a hourly not-to exceed basis under the terms and conditions of our contract with you dated May 2, 2023 (SWA Job #CUDT301). The Fee for Professional Services shall not exceed one hundred ninety-nine thousand one hundred fortytwo ($199,142) without further authorization. We request your written approval of this authorization for Additional Services by signing and returning one copy of this letter for our files.

If this is not your understanding, or if you have questions regarding the above, please contact me immediately.

Sincerely yours,

SWA GROUP
_______________________________
Gerdo Aquino, Co-CEO/ Principal
Contracting Agent
Landscape Architect, CA License #4996
Landscape architects are licensed by the State of California.

City of Cudahy
November 20, 2024
Cudahy LA River Area Improvement Project

Accepted: City of Cudahy
By: ________________________________________________
Title: ________________________________________________ Date: ________________________________________________
GA/aa
Proposal copyright ©2024 by SWA Group. No portion of this proposal may be copied or distributed to without the written permission of SWA Group.

“Serving The People "Sirviendo A La Counited"
Staff Report
05/06/2025 Page 1 of 3

STAFF REPORT
Date: May 6, 2025
To: Honorable Mayor/Chair and City Council/Agency Members From: Alfonso Noyola, City Manager/ Executive Director
By: Raul Diaz, Public Works Director
Subject: Consideration to Adopt the City of Cudahy 2025 Citywide Engineering and Traffic Survey

RECOMMENDATION
The City Council is requested to adopt Resolution No. 25-22, approving the City of Cudahy’s 2025 Citywide Engineering and Traffic Survey, so that updated speed limits can be legally enforced using radar at pre-determined locations and will not constitute a “Speed Trap” as defined by California Vehicle Code (CVC) Section 40802.

BACKGROUND

1. On August 15, 2007 the City of Cudahy completed its 2007 Engineering and Traffic Survey, which was prepared by Crown City Engineers.

2. On May 30, 2014 City staff programmed, through Metro Proposition C funding, the update of the 2007 Engineering and Traffic Survey.

3. On August 20, 2015 Willdan Engineering completed the 2015 City of Cudahy Engineering and Traffic Survey under the existing contract between Willdan Engineering and City of Cudahy dated March 5, 2013.

4. On April 1, 2025 the City of Cudahy completed its 2025 Engineering and Traffic Survey, which was prepared by Transtech Engineers.

ANALYSIS
The Engineering and Traffic Survey is intended to be the basis for the establishment, revision, Item Number
14C

“Serving The People "Sirviendo A La Counited"
Staff Report
05/06/2025 Page 2 of 3

and enforcement of speed limits for selected streets within the City. These surveys are required by the State of California to establish intermediate speed limits on those road segments identified in the report that are outside of a residential district and are not otherwise subject to the Vehicle Code’s prima facia speed limit in order to enforce those limits using radar or other speed measuring devices. Section 40802 2B(i) of the CVC provides that prima facie speed limits established under Sections 22352, 22354, 22357, 22358 and 22358.3 may not be enforced by radar unless the speed limit has been justified by an engineering and traffic survey conducted within one of the following time periods; five years to the date of the violation, within the last 7 years or if an engineering and traffic survey was conducted more than 7 years prior to the date of the alleged violation, and a registered engineer evaluates the section of the highway and determines that no significant changes in roadway or traffic conditions have occurred, including, but not limited to, changes in adjoining property or land use, roadway width, or traffic volume, the survey applies for 14 years. Prior to 2024 a survey with engineer evaluation would only apply for 10 years. Cudahy’s 2015 City Wide Speed Survey is at the 10 year mark.

Accordingly, per the City’s request, Transtech Engineers completed the 2025 Cudahy Engineering and Traffic Survey “Survey” (Attachment B) to justify and update the posted speed limits along 25 street segments. These segments were last surveyed in 2015 and require an update to comply with the ten year limitation set forth in the California Vehicle Code. The Survey was conducted in accordance with applicable provisions of the CVC, and following procedures outlined in the California Manual on Uniform Traffic Control Devices (California MUTCD) dated January 2024 Version 8, and as required by Section 627 of the California Vehicle Code.

This Engineering and Traffic Survey presents the findings and recommended speed limits for the studied 25 street segments citywide. The survey was prepared by the City for the proper posting of speed limits and to enable the Los Angeles County Sheriff’s Department to utilize radar or other electronic speed measuring devices for speed enforcement. A complete summary of all recommendations is shown in Table 2 in the Engineering and Traffic Survey (See Attachment B).

Section 627 of the CVC defines the term engineering and traffic survey and lists its requirements. Section 627 states: "An engineering and traffic survey shall include, among other requirements deemed necessary by the Department of Transportation, consideration of all of the following: prevailing speeds as determined by traffic engineering measurements, accident records, highway traffic and roadside conditions not readily apparent to the driver." Safety of bicyclists and pedestrians, with increased consideration for vulnerable pedestrian groups including children, seniors, persons with disabilities, users of personal assistive mobility devices

“Serving The People "Sirviendo A La Counited"
Staff Report
05/06/2025 Page 3 of 3

and the unhoused may also be considered.

Out of the 25 segments surveyed, based on the 2025 Engineering and Radar Speed survey results, it was determined that the posted speed limits on four (4) of the studied segments are proposed to be reduced by 5 mph.
• #4 Clara Street between Salt Lake Avenue and Atlantic Avenue • #6 Clara Street between Wilcox Avenue and River Road
• #16 Patata Street between Atlantic Avenue and Wilcox Avenue • #22 Santa Ana Street between Wilcox Avenue and Park Avenue Table 2 in the 2025 City of Cudahy Engineering and Traffic Survey lists all street segments with proposed speed limits (See Attachment B).

CONCLUSION
Adoption of the City of Cudahy 2025 Citywide Engineering and Traffic Survey will keep the City in compliance with the requirements set forth in the California Vehicle Code (CVC) by justifying and updating the posted speed limits along 25 street segments found in the 2025 City of Cudahy Engineering and Traffic Survey (Attachment B). Adoption of a Resolution will allow for the continued use of radar or other electronic means for enforcement of posted speed limits, in the City of Cudahy, by the Los Angeles County Sheriff’s Department.

Table 2 in the 2025 City of Cudahy Engineering and Traffic Survey lists all street segments with proposed speed limits (See Attachment B).

FINANCIAL IMPACT
Updating speed limit signs in accordance with adoption of this resolution will cost approximately $5,000. It is recommended to use Gas Tax Funds for this project. Gas Tax monies are eligible for this expense (Street Maintenance) and funds are available in the Engineering Division Account.

ATTACHMENTS
A. Draft Resolution 25-22 Adopting and Approving the City of Cudahy’s 2025 Engineering and Traffic Survey
B. City of Cudahy 2025 Citywide Engineering and Traffic Survey

RESOLUTION NO. 25-22

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
CUDAHY, CALIFORNIA, APPROVING THE CITY OF CUDAHYS’S 2025

ENGINEERING AND TRAFFIC SURVEY (SPEED SURVEY)
WHEREAS, pursuant to the California Vehicle Code Section, the City completed an Engineering and Traffic Survey (ETS) for 25 street segments citywide attached herein as (Attachment B); and
WHEREAS, the purpose of the ETS is to establish updated speed limits that can be legally enforced using radar at pre-determined locations; and WHEREAS, the adoption of the City of Cudahy’s 2025 ETS attached herein as (Attachment B) will allow the posted speed limit to be upheld by the courts and does not constitute a "Speed Trap" as defined by CVC Section 40802; and WHEREAS, state and local agencies should conduct ETS at least once every 5, 7, or 14 years, in compliance with the California Vehicle Code (CVC Section 40802) to reevaluate non-statutory speed limits on segments of their roadways.

WHEREAS, ETS can be an enforceable document for a maximum of 14 years as long as there have not been any significant changes in the roadway; and WHEREAS, approval of the City’s ETS is required to establish citywide speed limits to be upheld by the courts; and
WHEREAS, the recommended speed limits are consistent with the prevailing behavior as demonstrated by the radar speed measurements; and
WHEREAS, based on the results of the ETS, four (4) of the studied segments speed limits will be lowered by 5 mph due to existing conditions, land use, collision rates or near a facility that generates a high concentration of bicyclists or pedestrians or vulnerable groups such as children, seniors, persons with disabilities or the unhoused; and

1. #4 Clara Street between Salt Lake Avenue and Atlantic Avenue

2. #6 Clara Street between Wilcox Avenue and River Road

3. #16 Patata Street between Atlantic Avenue and Wilcox Avenue

4. #22 Santa Ana Street between Wilcox Avenue and Park Avenue WHEREAS, the recommendation contained in the ETS were intended to establish prima facie speed limits. Prima Facie limits advise the motorist and enforcement agencies of the reasonable speed for a section of highway for prevailing conditions.

NOW, THEREFORE, BE IT RESOLVED, DETERMINED AND ORDERED BY THE CITY COUNCIL OF THE CITY OF CUDAHY, CALIFORNIA, AS FOLLOWS:

Attachment A Page 410 of 568
Resolution No. 25-22

SECTION 1. The foregoing recitals are true and correct and are incorporated herein as if set forth in full.

SECTION 2. The City of Cudahy 2025 Engineering and Traffic Survey for twenty-five (25) street segments Citywide for the establishment of speed limits attached herein as (Attachment B) is hereby approved and adopted.

SECTION 3. This Resolution shall become effective immediately upon its adoption.

SECTION 4. The City Clerk is directed to certify the adoption of this Resolution.

PASSED, APPROVED, AND ADOPTED by the City Council of the City of Cudahy at its regular meeting on this 6th day of May 2025.

Elizabeth Alcantar Loza
Mayor
ATTEST:

Richard Iglesias
City Clerk

Resolution No. 25-22

CERTIFICATION

STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) SS:

CITY OF CUDAHY )
I, Richard Iglesias, City Clerk of the City of Cudahy, hereby certify that the foregoing Resolution No. 25-22 was passed and adopted by the City Council of the City of Cudahy, signed by the Mayor and attested by the City Clerk at a regular meeting of said Council held on the 6th day of May 2025, and that said Resolution was adopted by the following vote, to-wit:

AYES:

NOES:

ABSENT:

ABSTAIN:

Richard Iglesias
City Clerk

CITY OF CUDAHY 2025 ENGINEERING AND TRAFFIC SURVEY
ADOPTED BY CUDAHY CITY COUNCIL RESOLUTION NO XX ON MAY 6, 2025 DRAFT
2025 ENGINEERING
AND TRAFFIC SURVEY AT 25 LOCATIONS
CVC SECTION 627
Adopted by Cudahy City Council
Resolution No. 25-22 on May 06,
2025
Transtech.org
855.595.2495 (toll-free)
ISO 9001 Certified
Submitted By:

TRANSTECH ENGINEERS, INC.

Contact Person
Jana Robbins, PTP, RSP
E: [email protected]
Submitted To:

Attachment B

CITY OF CUDAHY 2025 ENGINEERING AND TRAFFIC SURVEY
ADOPTED BY CUDAHY CITY COUNCIL RESOLUTION NO. XX ON MAY 6, 2025

CITY OF CUDAHY
Prepared By: Transtech Engineers, Inc. | Page ii
DRAFT

TABLE OF CONTENTS

SECTION PAGE
Cover Page i
Table of Contents ii
Cudahy City Council Adopted Resolution No. XX (Adopted May 6, 2025) iii Preparer’s Certification (Engineer’s Stamp and Signature) v Section 1: Introduction 1
✓ Table 1: List of Segments in Speed Survey 1
✓ Street Classifications 2
Section 2: Overview 4
✓ California Vehicle Code 4
✓ Local Authority to Establish Prima Facie Speed Limits 5 ✓ Speed Trap 5
✓ Engineering and Traffic Survey 6
✓ California Manual on Uniform Traffic Control Devices 7 ✓ Data Collection 8
✓ Procedures 9
Section 3: Summary of Recommendations 11
✓ Table 2: City of Cudahy 2025 Engineering and Traffic Survey Summary 13 Section 4: City of Cudahy 2025 Citywide Speed Limit Map and Average Daily Traffic (ADT) Map 16
✓ City of Cudahy 2025 Citywide Speed Limit Map 17
✓ City of Cudahy 2025 Citywide Average Daily Traffic (ADT) Map 18 Section 5: Engineering and Traffic Survey Summary Forms 19 Section 6: Average Daily Traffic (ADT) Counts 70

CITY OF CUDAHY 2025 ENGINEERING AND TRAFFIC SURVEY
ADOPTED BY CUDAHY CITY COUNCIL RESOLUTION NO. XX ON MAY 6, 2025

CITY OF CUDAHY
Prepared By: Transtech Engineers, Inc. | Page iii
DRAFT
*INSERT RESOLUTION HERE

CITY OF CUDAHY 2025 ENGINEERING AND TRAFFIC SURVEY
ADOPTED BY CUDAHY CITY COUNCIL RESOLUTION NO. XX ON MAY 6, 2025

CITY OF CUDAHY
Prepared By: Transtech Engineers, Inc. | Page iv
DRAFT

CITY OF CUDAHY 2025 ENGINEERING AND TRAFFIC SURVEY
ADOPTED BY CUDAHY CITY COUNCIL RESOLUTION NO. XX ON MAY 6, 2025

CITY OF CUDAHY
Prepared By: Transtech Engineers, Inc. | Page v
DRAFT
PREPARER’S CERTIFICATION

CITY OF CUDAHY, CALIFORNIA
PREPARER’S CERTIFICATION

ENGINEERING AND TRAFFIC SURVEY
CVC SECTION 627
EFFECTIVE DATE: MAY 6, 2025
ADOPTED BY CUDAHY CITY COUNCIL RESOLUTION NO. XX ON MAY 6, 2025 Certified By:

Okan Demirci, PE, Contract City Engineer
__________________________
Okan Demirci, PE
License Type: Registered Professional Engineer
License Number: 90039

CERTIFICATION BY ENGINEER
I, Okan Demirci, contract City Engineer, do hereby certify that the May 2025 Engineering and Traffic Survey for the City of Cudahy was performed under my supervision. I certify that I am both experienced in performing surveys of this type and am duly registered in the State of California as a professional Engineer. The survey has been conducted in strict compliance with guidelines contained in the California Vehicle Code and the California Manual on Uniform Traffic Control Devices. Data contained in this report represents a true and accurate description of traffic conditions existing on City of Cudahy Streets.

CITY OF CUDAHY 2025 ENGINEERING AND TRAFFIC SURVEY
ADOPTED BY CUDAHY CITY COUNCIL RESOLUTION NO XX ON MAY 6, 2025

CITY OF CUDAHY
Prepared By: Transtech Engineers, Inc. | Page 1
DRAFT
SECTION 1: INTRODUCTION
The purpose of this report is to prepare an Engineering and Traffic Survey at pre-determined locations in the City of Cudahy to establish updated speed limits that can be enforced using radar. An Engineering and Traffic assessment was prepared for 25 street segments in the City of Cudahy. Applicable sections of the California Vehicle Code (CVC) and Department of Transportation California Manual on Uniform Traffic Control Devices (CAMUTCD), per Revision 8 January 2024, have been followed so that the posted speed limits can be upheld by the courts and do not constitute a "Speed Trap" as defined by CVC Section 40802. The following table lists all of the street segments considered in the 2025 Speed Survey.

SEGMENT SUMMARY
Table 1: City of Cudahy Engineering and Traffic Survey Speed Limits ID Primary Location
Limits Street
Classification
CRS Maps
Prior
Adopted
2015 Speed
Limit
Beginning Ending
1 Atlantic Ave Florence Ave Clara St Other Principal
Arterial 35
2 Atlantic Ave Clara St Santa Ana St Other Principal
Arterial 35
3 Atlantic Ave Santa Ana St Patata St Other Principal
Arterial 35
4 Clara St Salt Lake Ave Atlantic Ave Major Collector 30 5 Clara St Atlantic Ave Wilcox Ave Major Collector 25
6 Clara St Wilcox Ave River Rd Major Collector 30
7 Elizabeth St Salt Lake Ave Atlantic Ave Minor Arterial 25 8 Elizabeth St Atlantic Ave Wilcox Ave Major Collector 25 9 Elizabeth St Wilcox Ave Park Ave Major Collector 25
10 Live Oak St Salt Lake Ave Otis Ave Minor Arterial 25 11 Live Oak St Otis Ave Atlantic Ave Minor Arterial 25
12 Live Oak St Atlantic Ave Wilcox Ave Minor Arterial 25 13 Otis Ave Walnut St Flower St Minor Arterial 25
14 Otis Ave Flower St Salt Lake Ave Minor Arterial 25
15 Park Ave Elizabeth St Santa Ana St Major Collector 25 16 Patata St Atlantic Ave Wilcox Ave Major Collector 35

CITY OF CUDAHY 2025 ENGINEERING AND TRAFFIC SURVEY
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Table 1: City of Cudahy Engineering and Traffic Survey Speed Limits ID Primary Location
Limits Street
Classification
CRS Maps
Prior
Adopted
2015 Speed
Limit
Beginning Ending
17 Salt Lake Ave Walnut Ave Olive St Minor Arterial 35
18 Salt Lake Ave Olive St Santa Ana St Minor Arterial 35 19 Salt Lake Ave Santa Ana St Patata St Minor Arterial 35 20 Santa Ana St Salt Lake Ave Atlantic Ave Minor Arterial 30 21 Santa Ana St Atlantic Ave Wilcox Ave Major Collector 25 22 Santa Ana St Wilcox Ave Park Ave Major Collector 30
23 Wilcox Ave North City Limit Clara St Major Collector 30 24 Wilcox Ave Clara St Santa Ana St Major Collector 30
25 Wilcox Ave Santa Ana St Patata St Major Collector 30 1 Road Classifications Based on Caltrans Road Classification (CRS) maps

STREET CLASSIFICATIONS
Each of these segments is classified and defined with roadway classifications as listed in the California Road Systems (CRS) Maps that are approved by the Federal Highway Administration and maintained by the Department of Transportation (CVC 40802). Functional classifications are used in determining which type of roads are eligible for Federal funding to maintain the roads.

Usually Principal Arterials, Secondary Arterial and Major Collectors are eligible.

Functional classification is the process by which streets and highways are grouped into classes, or systems, according to the character of service they are intended to provide. Basic to this process is the recognition that individual roads and streets do not serve travel independently in any major way. Rather, most travel involves movement through a network of roads. Functional classification defines how a particular road or street plays in serving the flow of trips through a highway network.

The four functional systems for urbanized areas are urban principal arterials, minor arterials, major collectors, and local roads.

Other Principal Arterial: Principal Arterials carry most of the trips entering and leaving the City as well as serves the major centers of activity of a City, carries the highest traffic volume along its corridors while carrying the major portion of trips entering and leaving the urban area.

Minor Arterial: The minor arterial street system includes all arterials not classified as principal and contains facilities that place more emphasis on land access than the higher system and offer a lower level of traffic mobility. Such facilities may carry local bus routes and provide intracommunity continuity, but ideally should not penetrate identifiable neighborhoods. This system

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should include urban connections to rural collector roads where such connections have not been classified as urban principal arterials.

Major Collector: The collector street system provides both land access service and traffic circulation within residential neighborhoods, commercial and industrial areas. It differs from the arterial system in that facilities on the collector system may penetrate residential neighborhoods, distributing trips from the arterials through the area to the ultimate destination. Conversely, the collector street also collects traffic from local streets in residential neighborhoods and channels it into the arterial system.

Local: These roadways provide direct access to individual residential properties, schools, and churches typically with a posted speed of 25 MPH. Through traffic on local streets are usually discouraged. Local roads within residential and business district zones are not subject to Speed Trap provisions and are posted at the Prima Facie speed limit. Service to through traffic movement is usually deliberately discouraged.

The following segments have been categorized and classified as follows by the City of Cudahy.

Other Principal Arterial:
• Atlantic Ave between Florence Ave and Clara St
• Atlantic Ave between Clara St and Santa Ana St
• Atlantic Ave between Santa Ana St and Patata St
Minor Arterial:
• Elizabeth St between Salt Lake Ave and Atlantic Ave
• Live Oak St between Salt Lake Ave and Otis Ave
• Live Oak St between Otis Ave and Atlantic Ave
• Live Oak St between Atlantic Ave and Wilcox Ave
• Otis Ave between Walnut St and Flower St
• Otis Ave between Flower St and Salt Lake Ave
• Salt Lake Ave between Walnut Ave and Olive St
• Salt Lake Ave between Olive St and Santa Ana St
• Salt Lake Ave between Santa Ana St and Patata St
• Santa Ana St between Salt Lake Ave and Atlantic Ave
Major Collector:
• Clara St between Salt Lake Ave and Atlantic Ave
• Clara St between Atlantic Ave and Wilcox Ave
• Clara St between Wilcox Ave and River Rd
• Elizabeth St between Atlantic Ave and Wilcox Ave
• Elizabeth St between Wilcox Ave and Park Ave
• Park Ave between Elizabeth St and Santa Ana St
• Patata St between Atlantic Ave and Wilcox Ave
• Santa Ana St between Atlantic Ave and Wilcox Ave
• Santa Ana St between Wilcox Ave and Park Ave
• Wilcox Ave between North City Limit and Clara St

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• Wilcox Ave between Clara St Santa and Ana St
• Wilcox Ave between Santa Ana St and Patata St
SECTION 2: OVERVIEW
CALIFORNIA VEHICLE CODE:

Speed limits in California are governed by the California Vehicle Code (CVC), Sections 22348 through 22413. The statutes establish or provide means of establishing speed limits by:

1. Basic speed limit law.

Section 22350 of the CVC provides that no person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, traffic and the surface and width of the highway, and in no event at a speed which endangers the safety of persons or property. This is the basic speed limit law.

2. Prima facie speed limits are specified by statute or established by the State or local authorities within their respective jurisdictions on the basis of an engineering and traffic survey. Prima facie speed limits are specific limits stated in the CVC or specific limits established on the basis of an engineering and traffic survey authorized by the CVC. Prima facie speed limits are preempted by the basic speed limit law when the conditions in CVC Section 22350 are met.

Section 22352 of the CVC establishes prima facie speed limits as follows and shall be applicable unless changed as authorized in the CVC and if so changed, only when signs have been erected giving notice of the change:
a. Fifteen miles per hour.
• At a railroad grade crossing with an obstructed view. • At an uncontrolled highway intersection with an obstructed view. • In an alley.
b. Twenty-five miles per hour.
• On any highway other than a State highway, in any business or residence district, CVC Sections 235 and 515 define a "business district” and a “residence district” respectively.

Section 240 and 40802 of the CVC prescribes a method for determining whether a highway can be considered within a business or residence district. • Unless a different limit is established by procedures described elsewhere in the code. • In a school zone, posted with SCHOOL warning signs.
• When passing a facility primarily used by senior citizens and contiguous to a street other than a State highway and posted with a SENIOR warning sign.

Increase of local speed limits to 65 miles per hour
Section 22357.
(a) Whenever a local authority determines upon the basis of an engineering and traffic survey that a speed greater than 25 mph would facilitate the orderly movement of vehicular

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traffic and would be reasonable and safe upon any street other than a state highway otherwise subject to a prima facie limit of 25 mph, local authorities may by ordinance determine and declare a prima facie speed limit of 30, 35, 40, 45, 50, 55 or 60 mph or a maximum speed of 65mph, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe. This section does not apply to a school zone or passing a senior center or other facility primarily used by senior citizens. The speed limit shall become effective when signs are installed on the street and not revised unless justified on the basis of an engineering and traffic survey.

LOCAL AUTHORITY TO ESTABLISH PRIMA FACIE SPEED LIMITS:

Sections 22357 and 22358 of CVC authorize local authorities to establish prima facie speed limits on streets and roads under their jurisdiction on the basis of an engineering and traffic survey. The declared prima Facie limits shall become effective when appropriate signs giving notice are erected upon the street.

SPEED TRAP:

Section 40802 2B(i) of the CVC provides that prima facie speed limits established under Sections 22352, 22354, 22357, 22358 and 22358.3 may not be enforced by radar unless the speed limit has been justified by an engineering and traffic survey conducted within one of the following time periods; five years to the date of the violation, within the last 7 years or if an engineering and traffic survey was conducted more than 7 years prior to the date of the alleged violation, and a registered engineer evaluates the section of the highway and determines that no significant changes in roadway or traffic conditions have occurred, including, but not limited to, changes in adjoining property or land use, roadway width, or traffic volume, the survey applies for 14 years.

This section does not apply to local streets, roads, school zones or senior zones which have been set at the Prima Facie speed limit. Local streets are defined to have the following characteristics:
• Width not more than 40 feet
• Not more than .5 miles of uninterrupted length
• 1 lane in each direction
Senior Zones are those areas approaching or passing a senior center building or other facility primarily used by senior citizens or the grounds thereof that is posted with a standard “Senior” warning sign pursuant to Section 22352.

CVC Section 515. A residence district is that portion of a highway and the property contiguous thereto, other than a business district, (a) upon one side of which highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures, or (b) upon both sides of which highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures.

Those segments classified as a local street in the California Road System (CRS) and are in a residential district and have a prima facie speed limit of 25 mph are not typically included in

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engineering and traffic studies.

ENGINEERING AND TRAFFIC SURVEY:

Section 627 of the CVC defines the term engineering and traffic survey and lists its requirements.

Section 627 states: "An engineering and traffic survey shall include, among other requirements deemed necessary by the Department of Transportation, consideration of all of the following:
prevailing speeds as determined by traffic engineering measurements, accident records, highway traffic and roadside conditions not readily apparent to the driver." Safety of bicyclists and pedestrians, with increased consideration for vulnerable pedestrian groups including children, seniors, persons with disabilities, users of personal assistive mobility devices and the unhoused may also be considered.

The Engineering and Traffic Survey should contain sufficient information to document that the conditions of CVC Section 627 have been complied with and that other conditions not readily apparent to motorists are properly identified.

In determining the speed limit, which most appropriately facilitates the orderly movement of traffic and is reasonable and prudent, crucial factors such as prevailing speeds, unexpected conditions, and collision records are examined.

Determination of posted speed limits follow the latest CAMUTCD Policy as Revision 8 January 2024 by the State of California Department of Transportation. Speed limits shall be established at the nearest 5 mph increment of the 85th percentile speed of free-flowing traffic (CVC Section 22358.6(a)). However, in cases in which the speed limit needs to be rounded up to the nearest five miles per hour increment of the 85th percentile speed, the Department of Transportation or a local authority may decide to instead round down the speed limit to the lower five miles per hour increment, but then the Department of Transportation or a local authority shall not reduce the speed limit any further for any reason CVC 22358.6(c).

An example of the application of this speed limit criteria is as follows:
• If the 85th percentile speed in a speed survey is (37 MPH) then the speed limit would be posted at 35 MPH or optionally reduced to 30 MPH. However, • If the 85th percentile speed in a speed survey is (38 MPH) then the speed limit would be posted at 40 MPH or optionally reduced to 35 MPH.

The 85th percentile speed is often referred to as the critical speed. Pace speed is defined as the 10-mile increment of speed containing the largest number of vehicles. Speed limits established on the basis of the 85th percentile conform to the consensus of those who drive highways as to what speed is reasonable and prudent and are not dependent on the judgment of one or a few individuals.

Basic speed law states that no person shall drive at a speed greater than is reasonable or prudent.

The majority of drivers comply with this law. Speed limits set at the 85th percentile speed provide law enforcement officers with a means of controlling drivers who will not conform to what the

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majority considers reasonable and prudent.

When roadside development results in traffic conflicts and unusual conditions which are not readily apparent to drivers, speed limits somewhat below the 85th percentile may be justified.

CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CAMUTCD):

Section 2B.13 CAMUTCD: Reduction of 85th Percentile Speed by Justification of an Engineering and Traffic Study and Approved by a Civil or Traffic Engineer.

Standard:
12a: When a speed limit is to be posted, it shall be established at the nearest 5 MPH increment of the 85th-percentile speed of free-flowing traffic, except as shown in the two Options below for rounding down and using 5 mph speed reduction (CVC Section 22358.6(b)), or rounding up (CVC Section 22358.6(c)), or if using additional 5 mph speed reduction on local agency roadways for safety corridor designation (CVC Section 22358.7(a)(1)) or adjacent to land or facility generating high concentrations of bicyclists and pedestrians (CVC Section 22358.7(a)(2)).

Local Agencies may additionally lower the speed limits by 5 mph from those calculated using rounding up or down per CVC Section 22358.6(b) and 22358.6(c) and 5 mph speed reduction using CVC Section 22358.6(b) if after completing and E&TS, find that the speed limit is still more than is reasonable or safe for either of the following reasons:

1. The portion of a highway has been designated as a safety corridor

2. The portion of a highway is adjacent to any land or facility that generates high concentrations of bicyclists or pedestrians, especially those vulnerable groups such as children, seniors, persons with disabilities and the unhoused. (CAMUTCD Table 2B-106(CA)- Requirements to determine Land or Facility that Generates High Concentrations of Bicyclists or Pedestrians.

Option:

1. For cases in which the nearest 5 mph increment of the 85th-percentile speed would require a rounding down, the posted speed may be reduced by 5 mph from the nearest 5 mph increment of the 85th-percentile speed, in compliance with CVC Sections 627 and 22358.5. CVC Sections 22353, 22353.2, 22353.3, 22353.4, and 22353.5, may also be considered, if applicable. See Standard below for documentation requirements. Refer to CVC Section 22358.6(b).

2. For cases in which the nearest 5 mph increment of the 85th-percentile speed would require a rounding up, then the speed limit may be rounded down to the nearest 5 mph increment below the 85th percentile speed, if no further reduction is used. Refer to CVC Section 22358.6(b).

CAMUTCD 2B.13 - Standard:
12b: If the speed limit to be posted has had the 5 MPH reduction applied, then an E&TS shall document in writing the conditions and justification for the lower speed limit and be approved by a registered Civil or Traffic Engineer. The reasons for the lower speed limit shall be in compliance with CVC Sections 627 and 22358-22358.7.

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ADOPTED BY CUDAHY CITY COUNCIL RESOLUTION NO. XX ON MAY 6, 2025

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Support:
12c: The following example is provided to explain the application of this speed limit criteria:

A. If the 85th percentile speed in a speed survey for a location was 37 MPH, then the speed limit would be established at 35 MPH since it is the closest 5 MPH increment to the 37 MPH speed. As indicated by the option, this 35 MPH established speed limit could be reduced by 5 MPH to 30 MPH if the conditions and justification for using this lower speed limit are documented in the E&TS and approved by a registered Civil or Traffic Engineer.

The fundamentals used to establish speed limits recognize that the majority of drivers behave in a safe and reasonable manner but need to be advised of conditions which may not be readily apparent. For this reason, collision history, roadway conditions, traffic characteristics, and land use, must be analyzed along with speed measurements to determine speed limits. Speed limit changes are usually coordinated with visible changes in roadway conditions or roadside developments.

In general, speed limits cannot be successfully enforced without voluntary compliance by a majority of drivers. Consequently, only the driver whose behavior is clearly out of line with the normal flow of traffic is considered a violator for enforcement purposes.

DATA COLLECTION:

Data was obtained regarding the prevailing speed of vehicles, traffic collisions, visibility restrictions, roadway conditions, presence of pedestrian activities/infrastructure, on-street parking, transit factors, Demographic factors and land use adjacent to the roadways. Radar speed measurements were conducted during the month of November, December of 2024.

Highway, traffic, and roadside land uses were analyzed for conditions not readily apparent to motorists. The criteria and procedures described below were applied when using the electronic radar to measure vehicle speeds on selected streets within the City of Cudahy. Traffic volume and speed in both directions were recorded.

The hours of radar operation were restricted to off-peak period for heavily traveled streets, and to non-congested peak periods on lightly traveled streets on a weekday. The radar measurements were taken from an unmarked vehicle so as not to alter or impede the free flow of traffic.

A minimum total of 100 samples were obtained for each street segment surveyed, where possible.

In no case were sample sizes less than 50 vehicles for each direction. For lower volume streets, samples of free-flowing speeds were taken over several periods/days in order to gather the required survey samples.

Collision data was obtained from the computerized accident records system maintained by the State of California Statewide Integrated Traffic Records System (SWITRS). For purposes of this study, information available for the most recent 4.0-year period was used to develop the collision statistics as a part of the Engineering and Traffic Surveys. Collision data was obtained for the years of January 2020 to December 2023.

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Average Daily Traffic (ADT) data at all (25) locations were obtained from counts taken by a private traffic counting firm in November 2024. These counts were taken while schools were in session. Any unusual counts were checked and redone in order to verify the amount of traffic each segment carries. The ADT counts were taken by NDS Services.

National Data & Surveying Services
8370 Wilshire Blvd. Ste, 205
Beverly Hills, CA 90211
Tel (323) 782-0090
www.ndsdata.com
PROCEDURES:

The radar equipment used to collect speed measurements was a SCOUT-MPH Traffic Radar, SHD04287 serial number, manufactured by Decatur. The unit was calibrated before each series of measurements were taken. Tests of the unit were conducted in accordance with the manufacturer’s specifications.

The results of the radar speed measurements were computed, analyzed, and summarized on standard Traffic Survey Forms. Significant values obtained from computations are as follows:
• The Critical Speed or 85th percentile speed, is the speed at or below which 85 percent of the traffic is moving. The Critical Speed is the primary guide in determining what the majority of drivers believe is safe and reasonable. Speed limits set higher than the Critical Speed are not considered reasonable and safe. The accepted practice is to set the speed limit at the nearest 5 MPH increment to the Critical Speed or 85th percentile speed unless other factors require a lower limit.
• The 5 or 10 MPH pace is a measure of the dispersion of speeds within the survey sample and is that 5 or 10 MPH increment containing the highest percentage of speeds in the total sample. The accepted practice is to keep the speed limit within the 10 MPH pace after considering the Critical Speed and any factors requiring a speed lower than the Critical Speed.

The collision data for each street segment was compared to collision rates that can be reasonably expected to occur on streets and highways of the same characteristics. These anticipated collision rates have been developed by Caltrans and are applicable for use in the City of Cudahy.

The collision rates used for this study are as follows:

CITY OF CUDAHY 2025 ENGINEERING AND TRAFFIC SURVEY
ADOPTED BY CUDAHY CITY COUNCIL RESOLUTION NO. XX ON MAY 6, 2025

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Current collision rates are shown in terms of “accidents per 1,000,000 vehicle miles of travel” for each segment. The rate was calculated for each segment using the following formula:

The Crossroads Software Collision Program calculated the collision rate for each segment.

As previously indicated, speed limits are usually set at or near the Critical Speed unless there are other factors not readily apparent to a reasonable motorist which may justify a lower limit. The field review of the selected street segments in the City of Cudahy considered the following factors:

1. Street width and alignment, existing traffic calming measures installed.

2. Pedestrian activity and traffic flow characteristics.

3. Number of lanes, and other channelization and striping patterns.

4. Frequency of intersections, driveways, and on-street parking.

5. Location of stop signs, traffic signals, and other regulatory traffic control devices.

6. Visibility obstructions.

7. Land use and the proximity of schools, senior centers.

8. Uniformity with existing speed zones in adjacent jurisdictions.

9. Any other unusual condition not readily apparent to the driver.

10. Location of any uncontrolled Crosswalks.

11. Bike lanes, bike routes.

12. Adjacent to high concentration of pedestrians or bicyclists COLLISION RATE = (N x 5,280 x 1,000,000)/ (ADT x L x Y x 365) N: number of collisions within the study segment
ADT: average daily traffic volume
L: length of segment in feet
Y: number of years of accident history

CALIFORNIA STATE HIGHWAYS
STATEWIDE TRAVEL AND COLLISION RATES*
URBAN (Inside City)
2 and 3 lanes
4 or more undivided
4 or more divided

EXPECTED COLLISION RATES

1.69 0.82

0.89 *Source: 2021 Prepared 2023 Crash Summary for District 7 on California State Highways published by State of California, Business, Transportation and Housing Agency, Department of Transportation, Division of Traffic Operations

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SECTION 3: SUMMARY OF RECOMMENDATIONS
The Engineering and Traffic Survey summaries presented in this report illustrate the results of a thorough evaluation of the data collected and provides a recommended speed limit for each street segment surveyed. In each case, the recommended speed limit is consistent with the prevailing behavior as demonstrated by the radar speed measurements.

The Legislature, in adopting Section 22358.5 of the California Vehicle Code, has made it clear that it is their intent that physical conditions such as width, curvature, grade and surface conditions, or any other condition readily apparent to a driver, in the absence of other factors, would not require special downward speed zoning. The basic rule of Section 22350 is sufficient regulation as to such conditions.

The recommendations contained in this report were intended to establish prima facie speed limits.

Prima Facie limits advise the motorist and enforcement agencies of the reasonable speed for a section of highway for prevailing conditions. They are not intended to be absolute. All violations of these speed limits are violations of the basic speed law (Section 22350 of California Vehicle Code). This statute states that a person shall not drive a vehicle as a speed greater than is safe having regard for traffic, roadway, and weather conditions. A prima facie limit merely suggests a safe speed under normal conditions.

Out of the above 25 segments surveyed, based on the 2025 Engineering and Radar Speed survey results, it was determined that four (4) of the speed limits on the studied segments are proposed to be changed.
• #4 Clara Street between Salt Lake Avenue and Atlantic Avenue • #6 Clara Street between Wilcox Avenue and River Road
• #16 Patata Street between Atlantic Avenue and Wilcox Avenue • #22 Santa Ana Street between Wilcox Avenue and Park Avenue Summary of Segments with Recommended Changes to Posted Speed Limits #4 Clara Street between Salt Lake Avenue and Atlantic Avenue: This location is classified as a Collector Street with one lane of travel in each direction. The current posted speed limit is 30 mph.

The 85th% of speed was 32.0 which justifies leaving the posted speed at 30 mph. However, there is an elementary school along the segment which is a high pedestrian generator. Heavy on street parking with residential use justifies the posted speed limit to be reduced by 5 mph to 25 mph.

Existing speed limit signs will need to be removed and new 25 mph signs put in place. Any School 25 mph When Children are present signs will also need to be exchanged for SCHOOL AHEAD warning signs.
#6 Clara Street between Wilcox Avenue and River Road: This location is classified as a Collector Street with one lane of travel in each direction. The current posted speed limit is 30 mph. The 85th% of speed was 31.7 which justifies leaving the posted speed limit at 30 mph. However, this segment had a total of 30 collisions with a higher than expected collision rate of 4.183 with heavy street parking and residential driveways. It is recommended that the posted speed limit be reduced by

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5 mph to 25 mph. This will also provide a posted speed limit in line with adjacent street segments.

Existing 30 mph speed limit signs will need to be replaced with 25 mph signs. #16 Patata Street between Atlantic Avenue and Wilcox Avenue: This street segment is classified as a Collector Street with one lane in each direction. The RR tracks are located to the south of the segment. This segment is Industrial use with heavy trucks backing and turning in and out of driveways. The 85th% speed was 36.8 which is in line with a posted speed of 35 mph. However, based on the mix of traffic it is recommended that the posted speed limit be reduced by 5 mph to 30 mph. This is also in line with Wilcox Avenue which has a posted speed of 30 mph. Existing 35 mph speed limit signs will need to be replaced with 30 mph signs. #22 Santa Ana Street between Wilcox Avenue and Park Avenue: This street segment is classified as a Collector Street with one lane in each direction. There is heavy street parking on both sides of the street with a Park, Elementary School and School Crosswalks along the segment. The 85th% was 31.3 which justifies a 30 mph speed limit. However, based on several high pedestrian and bicycle generators along the segment with poor visibility from parked cars it is recommended that the posted speed be reduced to 25 mph. Existing 30 mph speed limit signs will need to be replaced with 25 mph signs. Any SCHOOL 25 mph When Children are present signs will need to be removed and replaced with SCHOOL AHEAD warning signs.

The following Table 2 provides a summary of each of the segments included in the engineering and traffic survey indicating the existing posted speed limit, ADT, number of collisions, collision rates, 85th percentile speed, change in limit and proposed 2025 speed limit.

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Table 2: City of Cudahy 2025 Engineering and Traffic Survey Summary Adopted by Cudahy City Council Resolution No. XX on May 6, 2025 ID Primary
Location
Limits
Street Class.
(A)
Existing
Posted
Speed
2025
ADT
No. of
Acc. in

4.0/yr
per.

Collision
Rate
Expected
Collision
Rate
85%
Speed
10 MPH
Pace
Limit
Per
85%
Change
in Limit?
Yes/No
Adopted
2025
Speed
Limit
Beginning Ending
1 Atlantic Ave Florence Ave Clara St
Other
Principal
Arterial
35 27,095 8 0.611 0.89 37.0 29-38 35 No 35
2 Atlantic Ave Clara St Santa Ana St
Other
Principal
Arterial
35 28,701 11 0.79 0.89 36.9 29-38 35 No 35
3 Atlantic Ave Santa Ana St Patata St
Other
Principal
Arterial
35 24,041 19 1.404 0.89 37.4 30-39 35 No 35
4 Clara St Salt Lake Ave Atlantic Ave Major
Collector 30 6,677 11 1.64 1.69 32.0 24-33 30 Yes 252
5 Clara St Atlantic Ave Wilcox Ave Major
Collector 25 10,853 14 1.813 1.69 32.4 25-34 30 No 253
6 Clara St Wilcox Ave River Rd Major
Collector 30 17,937 30 4.183 1.69 31.7 24-33 30 Yes 253 7 Elizabeth St Salt Lake Ave Atlantic Ave Minor Arterial 25 8,111 4 0.638 1.69 27.9 20-29 30 No 251 8 Elizabeth St Atlantic Ave Wilcox Ave Major
Collector 25 6,894 12 2.761 1.69 28.2 20-29 30 No 251
9 Elizabeth St Wilcox Ave Park Ave Major
Collector 25 2,213 7 7.347 1.69 27.2 19-28 25 No 25
10 Live Oak St Salt Lake Ave Otis Ave Minor Arterial 25 2,145 2 1.591 1.69 27.5 20-29 25 No 25 11 Live Oak St Otis Ave Atlantic Ave Minor Arterial 25 3,179 1 0.562 1.69 27.5 20-29 25 No 25 12 Live Oak St Atlantic Ave Wilcox Ave Minor Arterial 25 6,587 21 4.04 1.69 27.9 20-29 30 No 251

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Table 2: City of Cudahy 2025 Engineering and Traffic Survey Summary Adopted by Cudahy City Council Resolution No. XX on May 6, 2025 ID Primary
Location
Limits
Street Class.
(A)
Existing
Posted
Speed
2025
ADT
No. of
Acc. in

4.0/yr
per.

Collision
Rate
Expected
Collision
Rate
85%
Speed
10 MPH
Pace
Limit
Per
85%
Change
in Limit?
Yes/No
Adopted
2025
Speed
Limit
Beginning Ending
13 Otis Ave Walnut St Flower St Minor Arterial 25 9,339 0 0 1.69 27.3 20-29 25 No 25 14 Otis Ave Flower St Salt Lake Ave Minor Arterial 25 10,140 7 1.766 1.69 27.5 20-29 25 No 25 15 Park Ave Elizabeth St Santa Ana St Major
Collector 25 2,109 0 0 1.69 26.6 19-28 25 No 25
16 Patata St Atlantic Ave Wilcox Ave Major
Collector 35 5,649 1 0.544 1.69 36.8 30-39 35 Yes 303
17 Salt Lake
Ave Walnut Ave Olive St Minor Arterial 35 10,052 2 0.303 1.69 36.3 28-37 35 No 35 18 Salt Lake
Ave Olive St Santa Ana St Minor Arterial 35 7,807 0 0 1.69 38.4 30-39 40 No 351 19 Salt Lake
Ave Santa Ana St Patata St Minor Arterial 35 13,951 3 0.246 1.69 37.7 30-39 40 No 351 20 Santa Ana
St Salt Lake Ave Atlantic Ave Minor Arterial 30 11,869 5 0.776 1.69 32.3 24-33 30 No 30 21 Santa Ana
St Atlantic Ave Wilcox Ave Major Collector 25 8,883 12 2.45 1.69 27.4 20-29 25 No 25 22 Santa Ana
St Wilcox Ave Park Ave Major Collector 30 3,955 13 7.941 1.69 31.3 24-33 30 Yes 253 23 Wilcox Ave North City
Limit Clara St Major Collector 30 17,384 2 0.331 1.69 32.3 24-33 30 No 30 24 Wilcox Ave Clara St Santa Ana St Major
Collector 30 12,496 16 2.779 1.69 32.4 25-34 30 No 30
25 Wilcox Ave Santa Ana St Patata St Major
Collector 30 6,890 5 1.422 1.69 32.2 25-34 30 No 30

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(A): Street Classifications taken from the California Road Systems Map – FHA and Caltrans based on CVC40802(b)(1) When a speed limit is to be posted, it shall be established at the nearest 5mph increment of the 85th% speed of free-flowing traffic (CVC Section 22358.8, except as shown in the options below for rounding down and/or using a 5mph speed reduction. • Option 1: CVC 22358.6(b) allows a 5 MPH Reduction in 85th% speed by 5 MPH for Rounding Down to Nearest Posted Limit if no further reduction is used.
• Option 2: CVC 627, 22358.7 and CAMUTCD 2B.13 allows the posted speed to be reduced by 5 MPH from the 85th% speed due to road conditions, high concentration of pedestrian and bicyclist, senior center and land use. • Option 3: CVC 627, 22358.7 posted speed may be set 5 MPH lower than 85th% speed based on a higher-than-expected collision rate, land use and roadway conditions.

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SECTION 4: CITY OF CUDAHY 2025 SPEED LIMIT MAP AND AVERAGE DAILY TRAFFIC (ADT) MAP The following pages consist of:
• City of Cudahy 2025 Speed Limit Map
• City of Cudahy 2025 Average Daily Traffic (ADT) Map.

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SECTION 5: ENGINEERING AND TRAFFIC SURVEY SUMMARY FORMS The following pages consist of the Engineering and Traffic Survey Grid and Summary Forms for each segment included in the Survey.

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SECTION 6: AVERAGE DAILY TRAFFIC (ADT) COUNTS
The following pages consist of the ADT count sheets for all segments.

The Average Daily Traffic (ADT) data was obtained from counts taken by a private traffic counting firm in November 2024. These counts were taken while school was in session.

ADT counts were taken by NDS Services.

National Data & Surveying Services
8370 Wilshire Blvd. Ste, 205
Beverly Hills, CA 90211
Tel (323) 782-0090
Fax (323)375-1666
www.ndsdata.com

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“Serving The People” "Sirviendo A La Comunidad"
Staff Report
05/06/2025 Page 1 of 2

STAFF REPORT
Date: May 6, 2025
To: Honorable Mayor/Chair and City Council/Agency Members From: Alfonso Noyola, City Manager/Executive Director
By: Raul Diaz, Public Works Director
Subject: Task Order with Transtech Engineers, Inc. for the Lugo Park Teen & Fitness Center Renovation Projects PRE-006 (Phase 1) & PRE-009 (Phase 2)

RECOMMENDATION
The City Council is requested to authorize the City Manager to execute a Task Order with Transtech Engineers, Inc. in the amount of $171,658.20 for the Architectural and Engineering Services for the Lugo Park Teen & Fitness Center Renovation Projects PRE-006 (Phase 1) & PRE009 (Phase 2).

BACKGROUND
On June 4, 2024, the City Council approved the Capital Improvement Program Budget including funding in the amount of $200,000 for the Design of the Lugo Park Teen & Fitness Center Renovation Projects PRE-006 (Phase 1) & PRE-009 (Phase 2).

On November 19, 2024, the City Council approved a contract with Transtech Engineers, Inc. for on-call Engineering Services.

ANALYSIS
As detailed in the approved Capital Improvement Program, the Lugo Park Teen & Fitness Center, like many city-owned facilities, needs “major rehabilitation.” Since their construction, City Buildings have generally not been remodeled and/or upgraded to comply with current codes/standards. In addition, continuing to defer maintenance may result in higher costs, asset failure, and, in some cases, health and safety implications.

City Staff have worked with Transtech Staff subsequent to the adoption of the Capital Improvement Program Budget to identify the appropriate scopes of work for several projects, including the Lugo Park Teen & Fitness Center Rehabilitation Project.

Item Number
14D

“Serving The People” "Sirviendo A La Comunidad"
Staff Report
05/06/2025 Page 2 of 2

Staff believe that this project would be a good candidate for grant funding. Consequently, the recommended scope of work for this Task Order includes conceptual designs that may be used to begin the process of applying for grants, as well as the final design package that will demonstrate the “shelf readiness” of the project to grant administrators and legislators alike.

CONCLUSION
Approval of this item will allow the City to complete the conceptual designs through final design of the Lugo Park Teen & Fitness Center Rehabilitation Project and begin pursuing grant funding for the ultimate construction of the Improvements.

STRATEGIC PLAN CORRELATION
Goal A
Objective:

5. Pursue funding opportunities to assist Cudahy residents and small businesses.

Goal E
Objective:

1. Implement the City’s facility maintenance plan to ensure facilities and infrastructure are adequate, safe, and clean to provide the desired services.

3. Complete the Capital Improvement Plan, which anticipates the capital needs of Cudahy over a five-year period.

FINANCIAL IMPACT
The approved Capital Improvement Program Budget allocated $200,000 in Development Impact Funds for this project. Consequently, there is adequate funding to accommodate this recommendation.

ATTACHMENTS
A. Transtech Task Order

13367 Benson Avenue | Chino CA 91710 | T 909 595 8599 | F 909 590 8599 | Transtech.org About Transtech Video Highlight:

CLICK HERE
March 20, 2025
City of Cudahy
Attn: Alfonso Noyola, City Manager
5220 Santa Ana St
Cudahy, CA 90201
E: [email protected]
Subject: Task Order Proposal to Provide Architectural and Engineering Services for Lugo Park Teen & Fitness Center – Rehabilitation Project, Sub IDS
Dear Mr. Noyola:

Per City’s request, Transtech is pleased to submit this task order (Pursuant to the Professional Services Agreement between the City of Cudahy and Transtech Engineers, Inc. for On-Call Engineering Services dated November 19, 2024) for the following services:

Architectural and Engineering Services for Lugo Park Teen & Fitness Center – Rehabilitation Project, Sub IDS
Scope of Work:

The proposed work will be provided by our subconsultant, IDS. The detailed scope of work is included on Attachment A – IDS Subconsultant Proposal.

This task order only includes the design phase effort to be provided by our subconsultant, IDS, and does not include any staff augmentation work provided by Transtech’s assigned staff augmentation staff.

Fees:

The not to exceed fees including 5% administrative markup is $171,658.20. Detailed fee breakdown is included on Attachment A – IDS Subconsultant Proposal.

Thank you for the opportunity to submit this task order proposal.

Should you have any questions, please contact the undersigned.

Respectfully submitted.

Approved by:
________________________________________ _________________________ ____________ Name/Title Signature Date
Attachment:

Attachment A - IDS Subconsultant Proposal
Okan Demirci, PE, QSD/P, MBA, Principal
E: [email protected]
C: 714-319-6137; O: 909-595-8599
Attachment A Page 515 of 568
March 20, 2025
City of Cudahy
Subject: Task Order Proposal to Provide Architectural and Engineering Services for Lugo Park Teen & Fitness Center – Rehabilitation Project, Sub IDS

www.transtech.org
855.595.2495 (toll-free)
Attachment A - IDS Subconsultant Proposal

1 Peters Canyon Rd., Ste.130, Irvine, CA 92606 | tel. 949.387.8500 | fax. 949.387.0800 | www.idsgi.com

February 17, 2025
Duane Tut Submitted Via Email: [email protected]
Project Manager
Transtech
13367 Benson Ave.

Chino, CA 91710
Subject: Proposal to Provide Architectural and Engineering Services for Lugo Park Teen & Fitness Center – Rehabilitation Project
7810 Otis Ave, Cudahy, CA 90201
Dear Mr. Tut:

We are pleased to submit this proposal to provide full Architectural and Engineering Services for the proposed Lugo Park Teen & Fitness Center.

IDS will approach this rehabilitation project with a design that evokes the City of Cudahy’s character while finding a balance between the repair costs and the center’s needed improvements. IDS brings extensive expertise designing parks and recreation facilities, in general, and, specifically, for teens. We look forward to making the Lugo Park Teen and Fitness Center into an inspiring community space.

Principal Architect, Mr. John Silber, AIA, has over 30 years of experience and is a dedicated proponent of innovative design, expansion, and maintenance for similar projects. Leading the IDS project team will be Mr. Matthew Miller, AIA, LEED AP. Mr. Miller is a pragmatic Architect with a specialization in rehabilitation, value-add/transform projects. Matthew will guide the IDS all-under-one-roof A&E project team through the design phases and share progress with the City.

Project Understanding:

We understand that the project baseline scope of work has been summarized in the attached Transtech letter dated September 16, 2024, with the subject “Lugo Park Teen Center Rehabilitation Project PRE-006” and supported by the included Demolition Plan, Construction Plan, and Reflected Ceiling Plan and the required Hazmat abatement scope per Property Health’s 5/17/2023 Report listing multiple locations with elevated moisture, water damage, and mold (attached). We understand that the City received an initial estimate of the likely construction cost which places the project costs at about $1,8M.

February 17, 2025
Proposal for Architectural and Engineering Services
Lugo Park Teen & Fitness Center

Scope of IDS Services and Deliverables – Baseline Package:

Our scope of services consists of providing architectural and engineering schematic design services in support of the project’s intended work, according to the following:

1. Project Management & Meetings
• Project management and attendance at scheduled meetings.

2. Project Review/Evaluation
• Conduct one (1) site visit to verify project scope and document existing building systems. • Verify and fully document base drawings per the available as-builts. • Demolition/Hazmat Scope Integration & Coordination
• Conduct due diligence and compliance verification.
• Basis of Design Documentation.

3. Schematic Design (SD)
• Schematic Design – 3 Drafts
• Schematic Design Refinement per the selected draft.
• Production of (2) 3D renderings to convey design intent. • Cost Estimating

4. Design Development (DD)
• Design Development Drawings per final schematic design. • Updated Cost Estimate.
• Basis of Design, with amendments should the project scope require revision.

5. Construction Documents CD) to 100% PS&E Documents Including Permit Ready to Issue Plans • 50% Construction Documents (Plans and Specifications). • 100% Construction Documents.
• CD Drawings with “permit ready to issue” status

6. Bid Phase Services
• Attend pre-bid meeting (1 assumed).
• Respond to bidders’ questions.
• Review bid costs/schedule of values of 3 low bidders and inform City if the costs are in line with estimates.

7. Construction Administration
• Providing support to City’s Construction Manager to answer questions and clarify items which relate to the PS&E package prepared by the consultant.
• When requested, reviewing and approving shop drawings to be submitted by the contractor as per the PS&E package.
• When requested, attend monthly construction meetings with the City’s Construction Manager, contractor, and other parties involved.
• When requested, review any contractor’s change order requests, and provide necessary information to the City’s Construction Manager as they relate to the consultant’s design. • When requested, attend conduction project walk-throughs, and assist in preparation of punch list(s).

February 17, 2025
Proposal for Architectural and Engineering Services
Lugo Park Teen & Fitness Center

Schedule:
• Site Visit, Building Documentation, and Due Diligence 2 weeks • Base Drawing Documents 1 week
• Basis of Design Documentation 2 weeks
• Initial Schematic Design 3 weeks
• City review and Comment 2 weeks
• Schematic Design Refinement & 3D Renderings 3 weeks
• Cost Estimating & Project Timeline Forecasting 1 week • City review and Comment 2 weeks
• Design Development 4 weeks
• Construction Documents 6 weeks
Total duration to Plan Check Submittal 26 weeks
• Permitting, Bidding, and Construction To Be Determined Assumptions and Exclusions:
• The scope of work only includes elements provided in the attached scope drawings and that scope of work has an estimated construction budget of ~$1,8M. If material changes to this scope of work increase the scope of our services IDS will seek direction from the City to either increase our compensation proportionally or decrease the project construction scope to align with budget. • Furniture selection will be by others.
• No seismic retrofitting is required.
• The cost for any building materials testing is excluded. • Any new HVAC rooftop units to be like for like weights and will not require structural engineering for increased weights on the roof.
• The existing main electrical service is of sufficient capacity; no change to the main electrical switchgear is required.
• There is an existing path of travel (POT). No exterior modifications for accessibility compliance are required.
• Civil Engineering and Landscape Design services are not in scope. • All information technology and security scope are to be provided by the city’s vendor(s). IDS to coordinate as necessary to provide “spots and dots” for installation locations only. • All work to comply with the California Green Building Code; LEED Certification is excluded.

February 17, 2025
Proposal for Architectural and Engineering Services
Lugo Park Teen & Fitness Center

Fee Proposal
We propose providing services outlined in the Scope of Work within this proposal for a lump sum amount of $171,658.20 as identified below including plotting and reproduction expenses.

The above total fee is broken-down as follow:

Phase Fee
Project Management & Meetings $6,832
Project Review / Evaluation $13,806
Schematic Design $19,760
PS&E Services
Bidding Phase Services
Construction Phase Services
$88,210
$7,684
$27,192
IDS TOTAL $163,484
Thank you for the opportunity to provide our services to you. Please don’t hesitate to email at [email protected] or call us (949) 387-8500 if you require further information regarding this proposal.

We look forward to working with you on this project.

Sincerely,
IDS Group, Inc.

John Silber, AIA
Principal Architect
cc: Said Hilmy, PhD, SE, LEED AP
Matthew Miller – AIA, NCARB, LEED AP, Senior Associate
Attachments:
• Detailed Fee Worksheet
• Transtech letter dated September 16, 2024, with the subject “Lugo Park Teen Center Rehabilitation Project PRE-006”
• Related Project Profiles
5% Admin Markup $8,174.20
TOTAL FEES $171,658.20

City of Cudahy - Lugo Park Teen Center Rehabilitation 7920 IDS Group
Staff Allocations per Discipline:

Role/Classifications: Hours Fees Principal Overall PM Senior Arch
Job
Captain
Senior
Eng
Proj.

Eng
CAD Senior
Eng
Proj.

Eng
CAD Senior
Eng
Proj.

Eng
CAD Senior
Est.

Hourly Rate: $ 227 $ 205 $ 178 $ 125 Hrs Fees $ 178 $ 165 $ 112 Hrs Fees $ 178 $ 165 $ 112 Hrs Fees $ 178 $ 165 $ 112 Hrs Fees $ 165 Hrs Fees Task 1: Project Management & Meetings 34 $6,832
Project Management 10 $2,094 2 8 10 $2,094 0 $0 0 $0 0 $0 0 $0 Biweekly Meetings 12 $2,298 6 6 12 $2,298 0 $0 0 $0 0 $0 0 $0 Attend 2 in-person meetings with City 12 $2,440 4 4 4 12 $2,440 0 $0 0 $0 0 $0 0 $0 Task 2: Project Review / Evaluation 82 $13,806
Site Visit & Building Evaluation 28 $4,828 4 4 4 12 $2,032 4 4 $712 4 4 $712 4 4 $712 4 4 $660 As-Built Verification & Documentation 20 $3,136 8 8 $1,000 4 4 $712 4 4 $712 4 4 $712 0 $0 Demolition/Hazmat Scope Integration &
Coordination
14 $2,386 2 2 $250 4 4 $712 4 4 $712 4 4 $712 0 $0
Due Diligence & Code Compliance 4 $712 4 4 $712 0 $0 0 $0 0 $0 0 $0 Cost Estimating 8 $1,320 0 $0 0 $0 0 $0 0 $0 8 8 $1,320 Basis of Design 8 $1,424 8 8 $1,424 0 $0 0 $0 0 $0 0 $0 Task 3: Schematic Design 136 $19,760
Schematic Design - 3 Drafts 64 $9,272 24 40 64 $9,272 0 $0 0 $0 0 $0 0 $0 Schematic Design Refinement 40 $5,848 16 24 40 $5,848 0 $0 0 $0 0 $0 0 $0 Cost Estimating 16 $2,640 0 $0 0 $0 0 $0 0 $0 16 16 $2,640 Renderings - 2 Views 16 $2,000 16 16 $2,000 0 $0 0 $0 0 $0 0 $0 Task 4: PS&E Phase Services 616 $88,210
Design Development (DD) 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0
Design Development Drawings 119 $16,114 4 8 32 44 $6,244 1 8 16 25 $3,290 1 8 16 25 $3,290 1 8 16 25 $3,290 0 $0 Updated Cost Estimate 14 $2,442 2 1 3 $588 1 1 $178 1 1 $178 1 1 $178 8 8 $1,320 Construction Documents (CD) 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 50% CDs 139 $19,518 4 16 32 52 $7,668 1 12 16 29 $3,950 1 12 16 29 $3,950 1 12 16 29 $3,950 0 $0 90% CDs 139 $19,518 4 16 32 52 $7,668 1 12 16 29 $3,950 1 12 16 29 $3,950 1 12 16 29 $3,950 0 $0 Final CD Package 128 $17,984 4 16 24 44 $6,668 12 16 28 $3,772 12 16 28 $3,772 12 16 28 $3,772 0 $0 Final Cost Estimate 19 $3,386 4 1 5 $998 2 2 $356 2 2 $356 2 2 $356 8 8 $1,320 Agency Review & Approvals 0 $0 0 $0 0 $0 0 $0 0 $0 0 $0 Building & Fire Department
Reviews 10 $1,756 2 2 4 $766 2 2 $330 2 2 $330 2 2 $330 0 $0 Pick up Agency Comments 48 $7,492 4 4 16 24 $3,532 8 8 $1,320 8 8 $1,320 8 8 $1,320 0 $0 Task 5: Bidding Phase Services 44 $7,684
Bid Meeting 10 $1,756 2 2 4 $766 2 2 $330 2 2 $330 2 2 $330 0 $0 Q & A 10 $1,756 2 2 4 $766 2 2 $330 2 2 $330 2 2 $330 0 $0 Bid Review, Negotiations, &
Recommendations 24 $4,172 4 4 8 $1,532 4 4 $660 4 4 $660 4 4 $660 4 4 $660 Task 6: Construction Phase Services 164 $27,192
Construction Kickoff 12 $2,060 2 2 $410 2 2 $330 2 2 $330 2 2 $330 4 4 $660 Monthly Construction Meetings 60 $10,536 12 12 24 $4,596 12 12 $1,980 12 12 $1,980 12 12 $1,980 0 $0 RFI Responses 76 $11,796 16 16 8 40 $7,128 4 8 12 $1,556 4 8 12 $1,556 4 8 12 $1,556 0 $0 Construction Close-Out 16 $2,800 4 4 $820 4 4 $660 4 4 $660 4 4 $660 0 $0 TOTAL - Hours 1,076 6 92 166 238 502 18 84 72 174 18 84 72 174 18 84 72 174 52 52 Total Fees $163,484 $79,520 $25,128 $25,128 $25,128 $8,580 Additional Support Services $0
IDS Total $163,484
Subtotal
TOTAL Architecture Structural Electrical Mechanical/Plumbing Estimation Subtotal Subtotal Subtotal Subtotal
2/17/2025 1
5% Admin Markup $8,174.20
Total Fees $171,658.20

www.transtech.org
855.595.2495 (toll-free)
13367 Benson Avenue
Chino CA 91710
September 16, 2024
Cudahy City Hall
5220 Santa Ana St
Cudahy, CA 90201
Attendance:

Ted Semaan (City of Cudahy)
Aurelio Trujillo (City of Cudahy)
Okan Demirci (Transtech)
Duane Tut (Transtech)
Subject: Lugo Park Teen Center Rehabilitation Project PRE-006 General
A. City & Transtech to review current scope of work for funding and RFP preparation.

B. Confirmed that there is no asbestos within the Haz-mat reports.

C. The Recreation building and Gym will not be in the current package.

Confirmed scope of work

1. General Demolition
A. Prior to demolition work, pre-demolition Haz-mat abatement work including all necessary relevant work and noticed and processing through AQMD and other required agencies shall be completed by the contractor, as outlined within the Haz-mat reports.

B. Prior to demolition work, the contractor shall coordinate with City staff for the disconnection and removal of all utility service lines (laterals) from main utility lines to the building within each room. It is assumed the service owner/agency will disconnect and remove or abandon the
disconnected lines (laterals) in place.

C. Demolition work includes removal and hauling away of all interior items as specified, all attachments/extensions, walls, windows, counters, ceiling, floors, foundations, fixtures, and equipment. Cap all utility pipes as necessary within each room.

D. The contractor to coordinate with city staff to salvage all building fixtures to be removed and handed over.

E. Clean all exposed frames by scrubbing with soapy water until clean.

September 16, 2024
City of Cudahy
Subject: Lugo Park Teen Center Rehabilitation Project PRE-006

www.transtech.org
855.595.2495 (toll-free)
F. Dispose the drywall debris into plastic bags repair and paint the repaired sections.

G. Remove all industrial door locks for the teen center, kitchen, computer room, ERC room, restrooms, custodian room, and closets. Have the same key open and lock all door locks.

H. Remove ceiling tiles, protect in place light fixtures.

I. Patch, repair, and primer all walls as needed.

2. Demolition
A. Remove the entire drywall from both sides to the frame 9x9 closet.

B. Remove the entire drywall from inside side only to the frame on the kitchen exit door.

C. Remove the entire drywall from the support beam to the frame.

D. Remove the lower 4 feet drywall from both sides to the frame ERC closet at the Northeast side from the closet door.

E. Remove the lower 4 feet drywall from both sides to the frame from the teen center northeast and northwest corner.

F. Remove the lower 4 feet drywall from both sides to the frame from the computer room northeast corner.

G. Remove the lower 4 feet drywall from both sides to the frame from the hallway between public works and the teen center facing the teen center and 4’ into hallway.

H. Remove the drywall from both sides to the frame of five skylights except for the most north skylight.

I. Remove the upper 4 feet drywall from both sides in northeast corner of the Women’s restroom.

J. Remove the upper 4 feet drywall from both sides north 4’ section of the wall between the women’s and men’s restrooms.

K. Remove the upper 4 feet drywall from both sides to the frame form the teen center northeast and northwest corners.

L. Remove the upper 4 feet drywall from both sides to the frame form the entire east wall of the teen center and between men’s and women’s restrooms.

M. Remove the upper 4 feet drywall from both sides to the ERC room south wall 4-foot section next to the closet.

N. Remove the upper 4 feet drywall from both sides to the computer room west wall 4-foot section.

O. Remove the upper 4 feet drywall from both sides to the kitchen south wall 4-foot section.

P. Remove the counter from the front counter.

Q. Remove the upper 4 feet drywall from inside side to the kitchen near southwest corner wall 4-foot section.

September 16, 2024
City of Cudahy
Subject: Lugo Park Teen Center Rehabilitation Project PRE-006

www.transtech.org
855.595.2495 (toll-free)
R. Remove all old carpet from computer room, office next to front desk, closets, and ERC room.

S. Remove floor tile from teen center, main lobby, kitchen, front desk, closets, and restrooms.

T. Remove unnecessary beams from teen center to free up some space.

U. Remove drywall/wood and other debris not needed for structural support at the Teen center near the skylights.

V. Remove the large octagonal planter display between the teen center and front desk and make floor repairs as needed.

W. Remove the attached wall counter along the west and south walls of the computer room.

X. Remove existing kitchen cabinets/counter tops.

Y. Remove old refrigerator.

Z. Remove old telephone station & board lights next to announcement board.

AA. Remove restroom tiles, fixtures, toilets, urinals, sinks, vents, soap dispenser, and stalls.

BB. Remove the existing front desk countertop / shelves.

CC. Remove small walls near the main entrance of the teen center.

DD. Remove the counter/cabinets with sink.

EE. Water fountain, service as needed.

FF. Remove all windows at the teen center, restrooms, ERC room, front desk, main lobby, computer room kitchen, and office.

GG. Remove and salvage exterior doors to be reinstalled.

3. General Construction
A. Furnish & install industrial grade door locks for the teen center, kitchen, computer room, ERC room, restrooms, and closets. Have the same key open and lock all door locks.

B. Prime & paint walls of the teen center, restrooms, office Kitchen, ERC, office, computer room, and main lobby the Same color. Contractor to submit samples and mockup Before installation.

C. Furbish & install all electrical to lighting, security cameras, and cable to televisions as needed, rewire power source, add conduit, etc. As needed to operate.

D. Furnish & install acoustical ceiling panels USG ceilings (2' x 4') radar white square edge lay-in ceiling tile or city approved equal.

4. Construction
A. Wall installation:

September 16, 2024
City of Cudahy
Subject: Lugo Park Teen Center Rehabilitation Project PRE-006

www.transtech.org
855.595.2495 (toll-free)
I. Furnish & install dry walls in teen center, main lobby, computer room, kitchen, restrooms, closets, ERC room, office, front desk, and entry cove.

II. Window installation:

III. Furnish & install tinted exterior windows in the teen center, restrooms, ERC room, front desk, main lobby, computer room, office with industrial grade
IV. Tint one way so that you can see to the outside but not inside can see inside.

B. Floor tile installation:

I. Furnish & install commercial slip resistant tile.

II. Rooms must be level and flush before installation.

III. City to approve color.

C. Restroom Renovations:

I. Furnish & install walls, plumbing, electrical, and industrial grade restroom tiles, fixtures, toilets, urinals, sinks, vents, soap dispenser, stalls and light fixtures to meet ADA for existing men's, women's, and ADA/family/gender neutral restroom.

D. Restroom renovations:

I. Furnish & install modern cabinets/counter tops, industrial grade refrigerator with fridge/freezer, industrial steel rolled-up window between the kitchen and ERC room. Add any additional hardware or structural support as needed for all. Matching the existing layout.

E. Font desk:

I. Furnish & install front desk countertop with desk, shelves, and storage. The service desk must be ADA compliant with a modern look.

F. Main entrance:

I. Poured in place concrete paving transition interior / exterior threshold to be ADA compliant. Color and finish to contrast adjacent paving.

II. Furnish & install bottle feeder at existing water fountain.

G. Entry coves:

I. Install exterior wall and reinstall salvaged doors and hardware to close north and east entry coves.

September 16, 2024
City of Cudahy
Subject: Lugo Park Teen Center Rehabilitation Project PRE-006

www.transtech.org
855.595.2495 (toll-free)
H. Lighting & security:

I. Furnish & install (1) la lighting architectural led aww100 (4ft) 180 degrees adjustable wall wash luminaire ceiling light above the announcement board.

II. Furnish & install (9) la lighting security led bcl100 series (13" x 13") security light at the main entrance trellis structure.

III. Furnish & install all interior and exterior electrical for all security cameras, rewire power source, add conduit, etc. As needed to operate. City to select manufacturer and exact locations of installation.

IV. Furnish & install all interior cable / ethernet for all televisions, rewire power source, add conduit, etc. As needed to operate. City to select manufacturer and exact locations of installation CC:

File
Ronald Bow (City of Cudahy)

1 LUGO PARK INTERIOR RENOVATION PROJECT PLAN AND DESCRIPTION OF SCOPE OF WORK SEE NOTES ON THE FOLLOWING PAGES FOR SCOPE OF WORK DEMOLITION PLAN EXISTING WOMEN'S RESTROOM EXISTING MEN'S RESTROOM EXISTING TEEN CENTER EXISTING OFFICE EXISTING OFFICE TYP 128 14 511 19 10 19 4 13 15 7 511 616 17 EXISTING ERC ROOM EXISTING KITCHEN EXISTING COMPUTER ROOM GARAGE EXISTING EOC ROOM EXISTING LOCKER ROOM GENDER NEUTRAL RESTROOM EXISTING OFFICE EXISTING EQUIPMENT ROOM EXISTING CLOSET EXISTING STORAGE DEMOLITION SCOPE OF WORK 1. REMOVE THE ENTIRE DRYWALL FROM BOTH SIDES TO THE FRAME 9X9 CLOSET. 2. REMOVE THE ENTIRE DRYWALL FROM INSIDE SIDE ONLY TO THE FRAME ON THE KITCHEN EXIT DOOR. 3. REMOVE THE ENTIRE DRYWALL FROM THE SUPPORT BEAM TO THE FRAME. 4. REMOVE THE LOWER 4 FEET DRYWALL FROM BOTH SIDES TO THE FRAME ERC CLOSET AT THE NORTHEAST SIDE FROM THE CLOSET DOOR. 5. REMOVE THE LOWER 4 FEET DRYWALL FROM BOTH SIDES TO THE FRAME FROM THE TEEN CENTER NORTHEAST AND NORTHWEST CORNER. 6. REMOVE THE LOWER 4 FEET DRYWALL FROM BOTH SIDES TO THE FRAME FROM THE COMPUTER ROOM NORTHEAST CORNER. 7. REMOVE THE LOWER 4 FEET DRYWALL FROM BOTH SIDES TO THE FRAME FROM THE HALLWAY BETWEEN PUBLIC WORKS AND THE TEEN CENTER FACING THE TEEN CENTER AND 4’ INTO HALLWAY. 8. REMOVE THE DRYWALL FROM BOTH SIDES TO THE FRAME OF FIVE SKYLIGHTS EXCEPT FOR THE MOST NORTH SKYLIGHT. 9. REMOVE THE UPPER 4 FEET DRYWALL FROM BOTH SIDES IN NORTHEAST CORNER OF THE WOMEN’S RESTROOM. 10. REMOVE THE UPPER 4 FEET DRYWALL FROM BOTH SIDES NORTH 4’ SECTION OF THE WALL BETWEEN THE WOMEN’S AND MEN’S RESTROOMS. 11. REMOVE THE UPPER 4 FEET DRYWALL FROM BOTH SIDES TO THE FRAME FORM THE TEEN CENTER NORTHEAST AND NORTHWEST CORNERS. 12. REMOVE THE UPPER 4 FEET DRYWALL FROM BOTH SIDES TO THE FRAME FORM THE ENTIRE EAST WALL OF THE TEEN CENTER AND BETWEEN MEN’S AND WOMEN’S RESTROOMS. 13. REMOVE THE UPPER 4 FEET DRYWALL FROM BOTH SIDES TO THE ERC ROOM SOUTH WALL 4 FOOT SECTION NEXT TO THE CLOSET. 14. REMOVE THE UPPER 4 FEET DRYWALL FROM BOTH SIDES TO THE COMPUTER ROOM WEST WALL 4 FOOT SECTION. 15. REMOVE THE UPPER 4 FEET DRYWALL FROM BOTH SIDES TO THE KITCHEN SOUTH WALL 4 FOOT SECTION. 16. REMOVE THE COUNTER FROM THE FRONT COUNTER. 17. REMOVE THE UPPER 4 FEET DRYWALL FROM INSIDE SIDE TO THE KITCHEN NEAR SOUTHWEST CORNER WALL 4 FOOT SECTION. 18. REMOVE ALL OLD CARPET FROM COMPUTER ROOM, OFFICE NEXT TO FRONT DESK, CLOSETS, AND ERC ROOM. 19. REMOVE FLOOR TILE FROM TEEN CENTER, MAIN LOBBY, KITCHEN, FRONT DESK, CLOSETS, AND RESTROOMS. 20. REMOVE UNNECESSARY BEAMS FROM TEEN CENTER TO FREE UP SOME SPACE. 21. REMOVE DRYWALL/WOOD AND OTHER DEBRIS NOT NEEDED FOR STRUCTURAL SUPPORT AT THE TEEN CENTER NEAR THE SKYLIGHTS. 22. REMOVE THE LARGE OCTAGONAL PLANTER DISPLAY BETWEEN THE TEEN CENTER AND FRONT DESK AND MAKE FLOOR REPAIRS AS NEEDED. 23. REMOVE THE ATTACHED WALL COUNTER ALONG THE WEST AND SOUTH WALLS OF THE COMPUTER ROOM. 24. REMOVE EXISTING KITCHEN CABINETS/COUNTER TOPS. 25. REMOVE OLD REFRIGERATOR. 26. REMOVE OLD TELEPHONE STATION & BOARD LIGHTS NEXT TO ANNOUNCEMENT BOARD. 27. REMOVE RESTROOM TILES, FIXTURES, TOILETS, URINALS, SINKS, VENTS, SOAP DISPENSER, AND STALLS. 28. REMOVE THE EXISTING FRONT DESK COUNTERTOP / SHELVES. 29. REMOVE SMALL WALLS NEAR THE MAIN ENTRANCE OF THE TEEN CENTER. 30. REMOVE THE COUNTER/CABINETS WITH SINK. 31. WATER FOUNTAIN, SERVICE AS NEEDED. 32. REMOVE ALL WINDOWS AT THE TEEN CENTER, RESTROOMS, ERC ROOM, FRONT DESK, MAIN LOBBY, COMPUTER ROOM KITCHEN, AND OFFICE. 33. REMOVE AND SALVAGE EXTERIOR DOOR TO BE REINSTALLED. GENERAL NOTES A. PRIOR TO DEMOLITION WORK, PRE-DEMOLITION HAZ-MAT ABATEMENT WORK INCLUDING ALL NECESSARY RELEVANT WORK AND NOTICED AND PROCESSING THROUGH AQMD AND OTHER REQUIRED AGENCIES SHALL BE COMPLETED BY THE CONTRACTOR, AS OUTLINED ON APPENDIX B - HAZ-MAT REPORTS. B. PRIOR TO DEMOLITION WORK, THE CONTRACTOR SHALL COORDINATE WITH CITY STAFF FOR THE DISCONNECTION AND REMOVAL OF ALL UTILITY SERVICE LINES (LATERALS) FROM MAIN UTILITY LINES TO THE BUILDING WITHIN EACH ROOM. IT IS ASSUMED THE SERVICE OWNER/AGENCY WILL DISCONNECT AND REMOVE OR ABANDON THE DISCONNECTED LINES (LATERALS) IN PLACE. C. DEMOLITION WORK INCLUDES REMOVAL AND HAULING AWAY OF ALL INTERIOR ITEMS AS SPECIFIED, ALL ATTACHMENTS/EXTENSIONS, WALLS, WINDOWS, COUNTERS, CEILING, FLOORS, FOUNDATIONS, FIXTURES, AND EQUIPMENT. CAP ALL UTILITY PIPES AS NECESSARY WITHIN EACH ROOM. D. THE CONTRACTOR TO COORDINATE WITH CITY STAFF TO SALVAGE ALL BUILDING FIXTURES TO BE REMOVED AND HANDED OVER. E. CLEAN ALL EXPOSED FRAMES BY SCRUBBING WITH SOAPY WATER UNTIL CLEAN. F. DISPOSE THE DRYWALL DEBRIS INTO PLASTIC BAGS REPAIR AND PAINT THE REPAIRED SECTIONS. G. REMOVE ALL INDUSTRIAL DOOR LOCKS FOR THE TEEN CENTER, KITCHEN, COMPUTER ROOM, ERC ROOM, RESTROOMS, CUSTODIAN ROOM, AND CLOSETS. HAVE THE SAME KEY OPEN AND LOCK ALL DOOR LOCKS. H. REMOVE CEILING TILES, PROTECT IN PLACE LIGHT FIXTURES. I. PATCH, REPAIR, AND PRIMER ALL WALLS AS NEEDED. 29 24 26 22 32 18 18 18 20 19 1622 9 30 2728 31 32 19 19 2 29 OFFICE RECEPTION 33 3 33

LUGO PARK INTERIOR RENOVATION PROJECT PLAN AND DESCRIPTION OF SCOPE OF WORK SEE NOTES ON THE FOLLOWING PAGES FOR SCOPE OF WORK CONSTRUCTION PLAN GENERAL NOTES A. FURNISH & INSTALL INDUSTRIAL GRADE DOOR LOCKS FOR THE TEEN CENTER, KITCHEN, COMPUTER ROOM, ERC ROOM, RESTROOMS, AND CLOSETS. HAVE THE SAME KEY OPEN AND LOCK ALL DOOR LOCKS. B. PRIME & PAINT WALLS OF THE TEEN CENTER, RESTROOMS, OFFICE KITCHEN, ERC, OFFICE, COMPUTER ROOM, AND MAIN LOBBY THE SAME COLOR. CONTRACTOR TO SUBMIT SAMPLES AND MOCK UP BEFORE INSTALLATION. CONSTRUCTION SCOPE OF WORK 1. WALL INSTALLATION: FURNISH & INSTALL DRY WALLS IN TEEN CENTER, MAIN LOBBY, COMPUTER ROOM, KITCHEN, RESTROOMS, CLOSETS, ERC ROOM, OFFICE, FRONT DESK, AND ENTRY COVE. 2. WINDOW INSTALLATION: FURNISH & INSTALL TINTED EXTERIOR WINDOWS IN THE TEEN CENTER, RESTROOMS, ERC ROOM, FRONT DESK, MAIN LOBBY, COMPUTER ROOM, OFFICE WITH INDUSTRIAL GRADE TINT ONE WAY SO THAT YOU CAN SEE TO THE OUTSIDE BUT NOT INSIDE CAN SEE INSIDE. 3. FLOOR TILE INSTALLATION: FURNISH & INSTALL COMMERCIAL SLIP RESISTANT TILE. ROOMS MUST BE LEVEL AND FLUSH BEFORE INSTALLATION. CITY TO APPROVE COLOR. 4. RESTROOM RENOVATIONS: FURNISH & INSTALL WALLS, PLUMBING, ELECTRICAL, AND INDUSTRIAL GRADE RESTROOM TILES, FIXTURES, TOILETS, URINALS, SINKS, VENTS, SOAP DISPENSER, STALLS AND LIGHT FIXTURES TO MEET ADA FOR EXISTING MEN'S, WOMEN'S, AND ADA/FAMILY/GENDER NEUTRAL RESTROOM. 5. KITCHEN RENOVATIONS: FURNISH & INSTALL MODERN CABINETS/COUNTER TOPS, INDUSTRIAL GRADE REFRIGERATOR WITH FRIDGE/FREEZER, INDUSTRIAL STEEL ROLLED-UP WINDOW BETWEEN THE KITCHEN AND ERC ROOM. ADD ANY ADDITIONAL HARDWARE OR STRUCTURAL SUPPORT AS NEEDED FOR ALL. MATCHING THE EXISTING LAYOUT. 6. FRONT DESK: FURNISH & INSTALL FRONT DESK COUNTERTOP WITH DESK, SHELVES, AND STORAGE. THE SERVICE DESK MUST BE ADA COMPLIANT WITH A MODERN LOOK. 7. MAIN ENTRANCE: POURED IN PLACE CONCRETE PAVING TRANSITION INTERIOR / EXTERIOR THRESHOLD TO BE ADA COMPLIANT. COLOR AND FINISH TO CONTRAST ADJACENT PAVING. 8. FURNISH & INSTALL BOTTLE FEEDER AT EXISTING WATER FOUNTAIN. 9. ENTRY COVES: INSTALL EXTERIOR WALL AND REINSTALL SALVAGED DOORS AND HARDWARE TO CLOSE NORTH AND EAST ENTRY COVES. 1 EXISTING WOMEN'S RESTROOM EXISTING MEN'S RESTROOM EXISTING TEEN CENTER EXISTING OFFICE EXISTING OFFICE TYP 43 1 1 1 5 1 1 1 1 EXISTING ERC ROOM EXISTING KITCHEN EXISTING COMPUTER ROOM GARAGE EXISTING EOC ROOM EXISTING LOCKER ROOM GENDER NEUTRAL RESTROOM EXISTING OFFICE EXISTING EQUIPMENT ROOM EXISTING CLOSET EXISTING STORAGE 2 6 1 4 2 1 8 8 7 5 ADA/FAMILY/GENDER NEUTRAL RESTROOM 9 1 9

LUGO PARK INTERIOR RENOVATION PROJECT PLAN AND DESCRIPTION OF SCOPE OF WORK SEE NOTES ON THE FOLLOWING PAGES FOR SCOPE OF WORK REFLECTIVE CEILING PLAN GENERAL NOTE A. FURBISH & INSTALL ALL ELECTRICAL TO LIGHTING, SECURITY CAMERAS, AND CABLE TO TELEVISIONS AS NEEDED, REWIRE POWER SOURCE, ADD CONDUIT, ETC. AS NEEDED TO OPERATE. B. FURNISH & INSTALL ACOUSTICAL CEILING PANELS USG CEILINGS (2' x 4') RADAR WHITE SQUARE EDGE LAY-IN CEILING TILE OR CITY APPROVED EQUAL. CONSTRUCTION SCOPE OF WORK LIGHTING & SECURITY: 1. FURNISH & INSTALL (1) LA LIGHTING ARCHITECTURAL LED AWW100 (4FT) 180 DEGREES ADJUSTABLE WALL WASH LUMINAIRE CEILING LIGHT ABOVE THE ANNOUNCEMENT BOARD. 2. FURNISH & INSTALL (9) LA LIGHTING SECURITY LED BCL100 SERIES (13" x 13") SECURITY LIGHT AT THE MAIN ENTRANCE TRELLIS STRUCTURE. 3. FURNISH & INSTALL ALL INTERIOR AND EXTERIOR ELECTRICAL FOR ALL SECURITY CAMERAS, REWIRE POWER SOURCE, ADD CONDUIT, ETC. AS NEEDED TO OPERATE. CITY TO SELECT MANUFACTURER AND EXACT LOCATIONS OF INSTALLATION. 3. FURNISH & INSTALL ALL INTERIOR CABLE / ETHERNET FOR ALL TELEVISIONS, REWIRE POWER SOURCE, ADD CONDUIT, ETC. AS NEEDED TO OPERATE. CITY TO SELECT MANUFACTURER AND EXACT LOCATIONS OF INSTALLATION. EXISTING WOMEN'S RESTROOM EXISTING MEN'S RESTROOM EXISTING TEEN CENTER EXISTING OFFICE EXISTING OFFICE EXISTING ERC ROOM EXISTING KITCHEN EXISTING COMPUTER ROOM GARAGE EXISTING EOC ROOM EXISTING LOCKER ROOM GENDER NEUTRAL RESTROOM EXISTING OFFICE EXISTING EQUIPMENT ROOM EXISTING CLOSET EXISTING STORAGE 2 6 EA 1 2 1 EA 2 1 EA

17 Technical Proposal, A&E Services Maywood Teen Center Improvement Project City of Maywood Teen Center | Maywood, CA
Client: City of MaywoodProject Dates: August 2023 - December 2023Contract Value: $20,000 Reference: Jennifer Vasquez City ManagerCity of MaywoodPhone: (323) 562-5700Email: [email protected] Scope
of Work
 Programming Facility Assessment Concept Design 2D and 3D Rendering Space Planning Cost EsƟ mate The IDS project team worked with the City of Maywood to convert an exisƟ ng vacant single-story property and transform it into a community resource center.

The City shared its project goals with IDS to determine space programming and on-site improvements for the Maywood Resource Center. The Resource Center design will be a fl exible and open fl oor plan to meet the City’s needs for community events and acƟ viƟ es. The City idenƟfi ed funding sources for the project, which allowed IDS to prepare the following: 1.) Space use program, 2.) Concept Design, 3.) Model Project Timeline, and 4.) Rough Order of Magnitude Project Cost EsƟ mate.

Project Highlights:1.) Programming interior spaces.2.) Concept design developed. a. AddiƟ onal design opƟ ons considered.
b. Floor and site plans, design imagery, and rendered 2D and 3D drawings.

3.) Concept design presentaƟ on to the City.

4.) Refi ned the City’s preferred design opƟ on.
a. Updated fl oor and site plans, design imagery, and rendered 2D and 3D drawings.
b. EsƟ mated project schedule and costs.

Email: [email protected]
Scope
of Work
 Programming Facility Assessment Concept Design 2D and 3D Rendering Space Planning Cost EsƟ mate The IDS project team worked with the City of Maywood to convert an exisƟ ng vacant single-story property and transform it into a community resource center.

The City shared its project goals with IDS to determine space programming and on-site improvements for the Maywood Resource Center. The Resource Center design will be a fl exible and open fl oor plan to meet the City’s needs for community events and acƟ viƟ es. The City idenƟfi ed funding sources for the project, which allowed IDS to prepare the following: 1.) Space use program, 2.) Concept Design, 3.) Model Project Timeline, and 4.) Rough Order of Magnitude Project Cost EsƟ mate.

Project Highlights:1.) Programming interior spaces.2.) Concept design developed. a. AddiƟ onal design opƟ ons considered.b. Floor and site plans, design imagery, and rendered 2D and 3D drawings.

3.) Concept design presentaƟ on to the City.

4.) Refi ned the City’s preferred design opƟ on.
a. Updated fl oor and site plans, design imagery, and rendered 2D and 3D drawings.
b. EsƟ mated project schedule and costs.

18 Technical Proposal, A&E Services Maywood Teen Center Improvement Project Project Address: 1 Civic Center Circle, Brea, CA 92821 Year Completed: February 2023Client Contact ReferenceOrange County Public LibrariesSherry Toth, Assistant County Librarian714.566.3033, [email protected] InformaƟ on IDS teamed with the Orange County Public Libraries to transform the Brea Library by extracƟ ng its outdated 1980s interior and renovaƟ ng it into a harmonic revived community building that appeals to all ages. The design fl ow inspiraƟ on from the library entry point through the various spaces in the building comes from a poem by American modernist poet Wallace Stevens, ‘This Solitude of Cataracts.’ Cataracts are waterfalls, parts of a fl owing river that is never the same way twice. This idea forms the space’s use of acousƟ c baffl es that undulate above, guiding patrons through the diff erent points of interest and allowing patrons to pause in eddies for study or contemplaƟ on along the ebb and fl ow of the path through the library idenƟfi ed by the varied and textural paleƩ e of greens and grays.

The IDS team created separate nodes for teens’ and adults’ lounges to handle today’s technological devices—individuals and groups can reserve private meeƟ ng rooms with whiteboards and LED fl at panel displays. Public computer staƟ ons and areas for personal laptops or other smart devices have ready access to the library’s Wi-Fi. A dedicated children’s room has computer tables and comfortably sized seaƟ ng. Mobile book stacks allow fl exibility to accommodate children’s acƟ vity programs and story Ɵ me.

The IDS team of architects and engineers was also integral in the refresh of the recepƟ on area, large book stacks, storage, break room, staff restroom, program area, administraƟ on offi ces, and friends of library space. The County of Orange received a $9.8 million grant from the State of California library system’s Building Forward Library Infrastructure Program. This money will help revitalize other city library branches throughout Orange County.

Brea Library | Brea, CACounty of Orange Public Works Capital Improvement Division

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“Serving The People” "Sirviendo A La Comunidad"
Staff Report
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STAFF REPORT
Date: May 6, 2025
To: Honorable Mayor/Chair and City Council/Agency Members From: Alfonso Noyola, City Manager/Executive Director
By: Ray Casey, Senior Engineer
Subject: Consideration to approve the Measure W Safe, Clean Water Program (SCWP) Municipal Transfer Agreement between the City of Cudahy (City) and the Los Angeles County Flood Control District (LACFCD)

RECOMMENDATION
The City Council is requested to authorize the City Manager to execute the Measure W Safe, Clean Water Program (SCWP) Municipal Transfer Agreement between the City and LACFCD.

The previous three-year agreement expired on June 30, 2024.

BACKGROUND
In November 2018, Measure W was passed by Los Angeles County voters, which initiated a regional plan to address water supply and water quality issues in the County. Measure W revenue is used to fund three SCWP programs: The District1, Regional1, and Municipal Programs.

The District Program receives 10% of the annual Measure W revenue, for use to fund the LACFCD administration of the SCWP. With this revenue, LACFCD administers the collection and distribution of funds, provides staffing for the various committees, provides technical assistance, engages stakeholders, completes various annual reports, conducts audits, and provides educational programs.

The Regional Program receives 50% of the annual Measure W revenue that is distributed proportionally, as determined by percent impervious area, to nine Watershed Area Steering Committees (WASCs). Agencies, such as the City, in the Watershed Area may apply for funding for projects through the Regional Program, for which applications are vetted by a LACFCD 1 The District and Regional Programs are not part of the subject agreement.

Item Number
14E

“Serving The People” "Sirviendo A La Comunidad"
Staff Report
05/06/2025 Page 2 of 3

scoring committee and ultimately voted upon by the WASC. The City is located in the Lower Los Angeles River (LLAR) Watershed Area, which is expected to receive $12.8 million annually. In the event the City applies for and is awarded funding through the Regional Program, a Regional Transfer Agreement will need to be executed by the City to receive the funding for the project at that time.

The subject Municipal Program receives 40% of the annual Measure W revenue that is distributed proportionally, based on impervious area, to each municipality in the County. The City will be able to utilize the revenue to fund various new and existing stormwater-related projects and programs. During the first three years of the program, the City used the Municipal Program to help fund the City’s National Pollutant Discharge Elimination System (NPDES) Permit Program, Los Angeles River Upper Reach 2 (LAR UR2) Watershed Management Program (WIMP) and Coordinated Integrated Monitoring Program (CIMP) Cost Share, the John Anson Ford Park Project, NPDES Annual Permit Fees, and Harbor Toxics total maximum daily load (TMDL) Monitoring. Entering into a Municipal Program Transfer Agreement is necessary in order to receive the annual Measure W disbursement.

ANALYSIS
The City on average received $170,000 annually during the first three years of the program and is expected to continue to receive approximately $170,000 annually from the Municipal Program, of which 70% must be used on new2 stormwater projects and programs.

There are various requirements the City must recognize and adhere to for proper distribution and use of funds, including, but not limited to, the following:
• Prepare and submit an Annual Plan which details the use of funds for the upcoming fiscal year.
• Prepare and submit an Annual Report on the utilization of the funds in the previous fiscal year.
• Hold all SCWP funds received by the City in a separate interest-bearing account and use them within five (5) years from the original distribution date, or return all unused (lapsed) SCWP funds to LACFCD.
• Acknowledge the LACFCD’s SCWP at all funded or partially funded project sites, at City Hall and on all project documents.
• Every three years obtain an independent audit that verifies compliance with the terms and conditions of the Municipal Transfer Agreement.
2 New projects or programs are implemented after November 6, 2018.

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Additionally, detailed requirements can be found in the Municipal Transfer Agreement. The Agreement will expire at the end of the 2027-28 Fiscal Year.

The Municipal Program revenue from the SCWP has been incorporated into the City’s adopted FY 2025-26 budget program as follows:

CONCLUSION
Approval of this item will allow the City to continue to receive approximately $170,000 annually from the Los Angeles County Flood Control District to help fund its Municipal Separate Storm Sewer System MS4 Permit obligations.

FINANCIAL IMPACT
There is no direct cost to the City by entering into the Municipal Transfer Agreement. It is estimated the Measure W Municipal Program revenue will continue to provide $170,000 annually to the City. The Agreement will allow for the transfer of funds to the municipality from LACFCD.

ATTACHMENTS
A. Transfer Agreement Between the Los Angeles County Flood Control District and the City of Cudahy, Safe Clean Water Program – Municipal Program Transfer Agreement No. 2024MP20 Activity Name New or Existing Type Annual Plan Amount
Annual Permit Fee Existing Program $ 11,000
Harbor Toxics TMDL Monitoring Existing Program $590
LAR UR2 WMP/CIMP Cost Share Existing Program $34,204
Municipal NPDES Permit Program Existing Program $4,306
Storm Drain Improvements Project New Project $250,000

TRANSFER AGREEMENT BETWEEN

THE LOS ANGELES COUNTY FLOOD CONTROL DISTRICT AND CUDAHY AGREEMENT NO. 2024MP20
SAFE, CLEAN WATER PROGRAM – MUNICIPAL PROGRAM
This Transfer Agreement, hereinafter referred to as “Agreement,” is entered into as of by and between the Los Angeles County Flood Control District, hereinafter referred to as "District," and Cudahy, hereinafter referred to as "Municipality."
WHEREAS, District, pursuant to the Los Angeles Region Safe, Clean Water (SCW) Program ordinance (Chapter 16 of the Los Angeles County Flood Control District Code) and the SCW Program Implementation Ordinance (Chapter 18 of the Los Angeles County Flood Control District Code), administers the SCW Program for the purpose of funding Projects and Programs to increase stormwater and urban runoff capture and reduce stormwater and urban runoff pollution in the District;
WHEREAS, pursuant to Section 16.04.A.2. of the Los Angeles County Flood Control District Code, forty percent (40%) of annual SCW Program tax revenues shall be allocated to Municipalities within the District, in the same proportion as the amount of revenues collected within each Municipality, to be expended by those cities within the cities' respective jurisdictions and by the County within the unincorporated areas that are within the boundaries of the District, for the implementation, operation and maintenance, and administration of Projects and Programs, in accordance with the criteria and procedures established in this Chapters 16 and 18 of the Los Angeles County Flood Control District Code; WHEREAS, pursuant to Section 16.05.A.1. of the Los Angeles County Flood Control District Code, prior to their receipt of SCW Program funds, Municipalities must enter into an agreement with the District to transfer SCW Program funds;
WHEREAS, the County of Los Angeles Board of Supervisors has approved a standard template Agreement, as required by and in accordance with Section 18.09 of the Los Angeles County Flood Control District Code, for the transfer of SCW Program funds to Municipalities.

NOW, THEREFORE, in consideration of the promises, mutual representations, covenants and agreements in this Agreement, the District and the Municipality, each binding itself, its successors and assigns, do mutually promise, covenant, and agree as follows:

I. DEFINITIONS
The definitions set forth in Sections 16.03 and 18.02 of the Los Angeles County Flood Control District Code shall apply to this Agreement. In addition, the following definitions shall also apply:
“Agreement” means this Transfer Agreement, including all exhibits and attachments hereto. “Annual Plan” means the plan referred to in Section 18.09.B.5 of the Code that includes the contents specified in Exhibit A.
"Code" means the Los Angeles County Flood Control District Code. “Days” means calendar days unless otherwise expressly indicated.
“Fiscal Year” means the period of twelve (12) months terminating on June 30 of any year. “Safe Clean Water (SCW) Program Payment” means the Municipality's annual allocation of SCW Program funds as described in Section 16.04.A.2. of the Code disbursed by the District to the Municipality. “Year” means calendar year unless otherwise expressly indicated.

II. PARTY CONTACTS
The District and the Municipality designate the following individuals as the primary points of contact and communication regarding the Municipal Program and the administration and implementation of this Agreement.

Los Angeles County Flood Control District Municipality: Cudahy Name: Haris Harouny Name:

Address: 900 S Fremont Ave, Alhambra, CA
91803
Address:

Phone: (626) 300-2620 Phone:

Municipal Program
Agreement No.2024MP20

Attachment A Page 536 of 568
Email: [email protected] Email:

Either party to this Agreement may change the individual identified as the primary point of contact above by providing written notice of the change to the other party.

III. EXHIBITS INCORPORATED BY REFERENCE
The following exhibits to this Agreement, including any amendments and supplements hereto, are hereby incorporated herein and made a part of this Agreement:

EXHIBIT A – ANNUAL PLAN CONTENTS
EXHIBIT B – GENERAL TERMS AND CONDITIONS
EXHIBIT C – NATURE-BASED SOLUTIONS (Best Management Practices) EXHIBIT D – OPERATIONS AND MAINTENANCE GUIDANCE DOCUMENT IV. MUNICIPAL PROGRAM IMPLEMENTATION
A. The Municipality shall annually prepare and submit to the District, an Annual Plan. The Annual Plan shall be submitted not later than 90-days prior to the start of the Fiscal Year for which the Plan is prepared.

B. The Municipality shall utilize the SCW Program Payments in compliance with Chapters 16 and 18 of the Code.

C. The Municipality shall comply with the terms and conditions in Exhibits B, C, and D, of this Agreement, and all applicable provisions of Chapters 16 and 18 of the Code, specifically including, without limitation, Section 18.06.

V. SCW PROGRAM PAYMENTS TO MUNICIPALITIES
A. SCW Program Payments will generally be available for disbursement by December 31, provided a duly executed transfer agreement is in effect and subject to the Municipality's compliance with the conditions described in paragraph B, below; however the District may, in its discretion, change the date and number of the actual disbursements for any Fiscal Year based on the amount and timing of revenues actually collected by the District.

B. The District shall disburse the Municipality's SCW Program Payment upon satisfaction of the following conditions: (1) the District has received the Annual Progress/Expenditure Report required pursuant to Section

18.06.D of the Code; (2) the District has received Municipality's Annual Plan for that Fiscal Year, and (3) the Municipality has complied with the audit requirements of Section B-6 of Exhibit B.

C. Notwithstanding any other provision of this Agreement, no disbursement shall be made at any time or in any manner that is in violation of or in conflict with federal, state, County laws, policies, or regulations.

D. All disbursements shall be subject to and be made in accordance with the terms and conditions in this Agreement and Chapters 16 and 18 of the Code.

VI. TERM OF AGREEMENT
This Agreement shall expire at the end of the 2027-28 Fiscal Year. The parties shall thereafter enter into a new agreement based on the most recent standard template agreement approved by the Board.

VII. EXECUTION OF AGREEMENT
This Agreement may be executed simultaneously or in any number of counterparts, including both counterparts that are executed manually on paper and counterparts that are in form of electronic records and are executed electronically, whether digital or encrypted, each of which shall be deemed an original and together shall constitute one and the same instrument.

The District and the Municipality hereby agree to regard facsimile/electronic representations of original signatures of authorized officers of each party, when appearing in appropriate places on this Agreement and on any addenda or amendments thereto, delivered or sent via facsimile or electronic mail or other electronic means, as legally sufficient evidence that such original signatures have been affixed to this Agreement and any addenda or amendments thereto such that the parties need not follow up facsimile/electronic transmissions of such documents with subsequent (nonfacsimile/electronic) transmission of “original” versions of such documents.

Further, the District and the Municipality: (i) agree that an electronic signature of any party may be used to authenticate this Agreement or any addenda or amendment thereto, and if used, will have the same force and effect as a manual signature; (ii) acknowledge that if an electronic signature is used, the other party will rely on such signature as binding the party using signature, and (iii) hereby waive any defenses to the enforcement of the terms of this agreement based on the foregoing forms of signature.

Municipal Program
Agreement No.2024MP20